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Home My WebLink About20140353.tiff Town of Mead // W' 1 1 P.O.Box 626 441 Third Street Mead"A[ante Town Mead,Colorado 80542-0626 With a Big Future" (970)535-4477 • CERTIFIED MAIL # 7012 0470 0000 7263 9497 January 28, 2014 RECEIVED Weld County Board of Commissioners JAN 2 9 2014 P.O. Box 758 WELD COUNTY Greeley, CO 80632 COMMISSIONERS RE: Request for Comments and Recommendations on the Preliminary Plat of the Mead Village Subdivision. Gentlemen: Enclosed is a copy of the application, preliminary plat maps and other supporting material for the proposed Preliminary Plat of the Mead Village Subdivision in the Town of Mead. This property is located on approximately 181 acres south of Welker Avenue, west of the Great Western Railroad tracks, east of WCR 5 and north of the Highland Ditch, in the Town of Mead. The property is also known as the Mead Village Annexation and is located south and west of the Mead Elementary and Junior High Schools. The Preliminary Plat proposes the development of 395 single-family units and includes a single 35 acre lot proposed for commercial and mixed-use development. The single-family dwellings will be built in phases as the market dictates. Property in the immediate area consists of the Mead Elementary and Junior High Schools, single-family residential, and irrigated farm land. The purpose of this referral is to obtain the comments and recommendations of various governmental agencies and service providers as to the Preliminary Plat for the property. Your comments are welcome and will assist the Board of Trustees and Planning Commission in their review of the proposal. We ask that your comments reach us no later than February 14. We ask that you forward your response directly to Samson Law Firm, LLC, c/o Gary West, P.O. Box 1079, Longmont, CO 80502. Thank you for your cooperation and assistance. Very truly yours, Linda Blackston, CMC Town Clerk ��`� 'Ac`' ° 2014-0353 Mead Village Preliminary Plat Submittal Table of Contents 1 Mead Village Preliminary Plat Schedule 2 Legal Description 3 Land Use Application Form 4 Fee Agreement and copy of deposit 5 Title Commitment 6 Surrounding and Interested Property Ownership Report 7 Preliminary Plat 8 General Development Information 9 Preliminary Grading and Drainage Plan and Report 10 Master Utility Plan 11 Preliminary Landscaping Plan 12 Preliminary Open Space and Ecological Characterization Plan 13 Traffic Plan 14 Draft of proposed Covenants and Design Standards 15 Mineral, Oil and Gas Rights Documentation 16 Soils Report 17 Geologic Report 18 Colorado Histrical Society Records Search 19 Water Supply Report 20 Waiver Application THE MEAD VILLAGE PROPERTY EXHIBIT A SHEET 1 OF 2 BOUNDARY LEGAL DESCRIPTION; A PARCEL OF LAND LOCATED IN THE NORTH HALF OF SECTION 16, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 16; THENCE ALONG THE NORTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 16, NORTH 88'38'25" EAST, A DISTANCE OF 337.80 FEET TO THE NORTHEAST CORNER OF THAT CERTAIN TRACT OF LAND DESCRIBED IN DEED RECORDED IN BOOK 1440 UNDER RECEPTION NO. 2387415 BEING THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID NORTH LINE, NORTH 88'38'25" EAST A DISTANCE OF 2281.71 FEET TO THE NORTHEAST CORNER OF SAID NORTHWEST QUARTER; THENCE ALONG THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 16, NORTH 89'13'47" EAST A DISTANCE OF 529.38 FEET; THENCE SOUTH 0'34'11" EAST A DISTANCE OF 699.89 FEET; THENCE NORTH 89'25'28" EAST A DISTANCE OF 1482.44 FEET TO THE WESTERLY LINE OF THE GREAT WESTERN RAILWAY COMPANY RIGHT OF WAY AS RECORDED IN BOOK 228 PAGE 96 AND BOOK 234 PAGE 92 IN WELD COUNTY, COLORADO; THENCE ALONG SAID WESTERLY LINE SOUTH 20'28'45" WEST A DISTANCE OF 2089.17 FEET TO THE SOUTH LINE OF SAID NORTHEAST QUARTER; THENCE ALONG SAID SOUTH LINE, SOUTH 89'03'36" WEST A DISTANCE OF 1246.27 FEET TO THE SOUTHEAST CORNER OF SAID NORTHWEST QUARTER; THENCE ALONG THE SOUTH LINE OF SAID NORTHWEST QUARTER, SOUTH 89'03'24" WEST A DISTANCE OF 521.53 FEET; THENCE NORTH 29'01'54" WEST A DISTANCE OF 209.82 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 3260.00 FEET AND A CENTRAL ANGLE OF 05'33'58" FOR AN ARC LENGTH OF 316.70 FEET, SAID CURVE HAVING A CHORD BEARING OF NORTH 26'14'55" WEST A DISTANCE OF 316.57 FEET; THENCE TO THE BEGINNING POINT OF A CURVE TO THE LEFT HAVING A RADIUS OF 2440.00 FEET AND A CENTRAL ANGLE OF 23'33'13" FROM WHICH THE RADIUS POINT BEARS SOUTH 66'32'04" WEST, THENCE LEFT ALONG SAID CURVE FOR AN ARC LENGTH OF 1003.05 FEET, SAID CURVE HAVING A CHORD BEARING OF NORTH 35'14'32" WEST A DISTANCE OF 996.00 FEET; THENCE TO THE BEGINNING POINT OF A CURVE TO THE LEFT HAVING A RADIUS OF 340.00 FEET AND A CENTRAL ANGLE OF 10'22'42" FROM WHICH THE RADIUS POINT BEARS SOUTH 42'58'52" WEST, THENCE LEFT ALONG SAID CURVE FOR AN ARC LENGTH OF 61.59 FEET, SAID CURVE HAVING A CHORD BEARING OF NORTH 52'12'29" WEST A DISTANCE OF 61.50 FEET; THENCE NORTH 57'23'50" WEST A DISTANCE OF 124.86 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 225.00 FEET AND A CENTRAL ANGLE OF 53'11'02" FOR AN ARC LENGTH OF 208.85 FEET, SAID CURVE HAVING A CHORD BEARING OF NORTH 83'59'21" WEST A DISTANCE OF 201.43 FEET; THENCE TO THE BEGINNING POINT OF A CURVE TO THE RIGHT HAVING A RADIUS OF 540.00 FEET AND A CENTRAL ANGLE OF 33'04'54" FROM WHICH THE RADIUS POINT BEARS NORTH 20'34'52" WEST, THENCE RIGHT ALONG SAID CURVE FOR AN ARC LENGTH OF 311.79 FEET, SAID CURVE HAVING A CHORD BEARING OF SOUTH 85'57'34" WEST A DISTANCE OF 307.47 FEET; THENCE TO THE BEGINNING POINT OF A CURVE TO THE LEFT HAVING A RADIUS OF 190.00 FEET AND A CENTRAL ANGLE OF 34'48'55" FROM WHICH THE RADIUS POINT BEARS SOUTH 12'30'01" WEST, THENCE LEFT ALONG SAID CURVE FOR AN ARC LENGTH OF 115.45 FEET, SAID CURVE HAVING A CHORD BEARING OF SOUTH 85'05'34" WEST A DISTANCE OF 113.68 FEET; THENCE SOUTH 67'41'06" WEST A DISTANCE OF 253.19 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 1770.00 FEET AND A CENTRAL ANGLE OF 10'02'25" FOR AN ARC LENGTH OF 310.17 FEET, SAID CURVE HAVING A CHORD BEARING OF SOUTH 62'39'54" WEST A DISTANCE OF 309.77 FEET TO THE WEST LINE OF SAID NORTHWEST QUARTER; THENCE ALONG SAID WEST LINE, NORTH 1'31'13" WEST A DISTANCE OF 820.47 FEET TO THE SOUTHWEST CORNER OF THAT CERTAIN TRACT OF LAND DESCRIBED IN DEED RECORDED IN BOOK 1440 UNDER RECEPTION NO. 2387415; THENCE ALONG THE SOUTH LINE OF SAID TRACT, NORTH 88'38'25" EAST A DISTANCE OF 331.94 FEET TO THE SOUTHEAST CORNER OF SAID TRACT; THENCE ALONG THE EAST LINE OF SAID TRACT, NORTH 1'00'00" WEST A DISTANCE OF 644.78 FEET TO THE POINT OF BEGINNING. THUS DESCRIBED TRACT CONTAINS 181.386 ACRES (7,901.190 SQUARE FEET ) MORE OR LESS, TOGETHER WITH AND SUBJECT TO ALL EASEMENTS AND RIGHTS-OF-WAY EXISTING AN •R OF PUBLIC RECORD. DO L 46, s - . 31 �o�• �/� , cz DATE: 12/05/13•L. KELLEY STEVENSON Pea lit# COLORADO P.L.S. NO. 38231 Civil Consultants FOR AND ON BEHALF OF PEAK CIVIL CONSULTANTS, INC. 200 W.HAMPDEN AVE.,SUITE 200 200 W. HAMPDEN AVENUE, SUITE 200 ENGLEWOOD,COLORADO 80110 PH:720.855.3858 ENGLEWOOD, CO 80110 FAX:720.855.3880 CONTACT:JEFF FRENCH THE MEAD VILLAGE PROPERTY EXHIBIT A SHEET 2 OF 2 • NW 1/4 COR. SEC. 16 I I X89'13.171 FOUND 2" ALUM. CAP INL Na9'Sa•7a'E RANGE BOX STAMPED POINT OF BEGINNING _ / �• "RANGE POINT LS 18962• 7181.71 ...—. . ...—...—...--..—.. ...--..— ...—...—. ----weR-6.a-(seraew -------- - � SEPTIC h PIPELINE R.¢W,� — — — — .......—...—...—. I d= 8p0%6V.PACE 338" }I b 9NO. 10 / 3 I 8 N 1/4 COR. SEC. 16 FOUND REc-W 02003223SO REF 263686511 1 1/2- ALUM. CAP IN Y (RICRT-OF-WAY FOR SCHOOL) t I A RANGE BOX ILLEGIBLE •� n THE MEAD PROPERTY X8975781 1482.41 /" I I s71.w 7,901,190 SF. e" 181.386 AC. o4,/ > r L-70685'R-72.00• 4- 9' { -Ml'31137 6.5T1.02'I. / 0..201.43' X57735011 121.x8• Q2; L.a1.39'R-340.00• kJ,' �F� 6.102742" " " I I LVn79. 8.880" ®-X5717297 .. / r4`�ti 8-�fM.Fj1y a.aLSO• Q , `p Ad �•5m 0.4[jyY Ft 0 / I I L.11345'14.19000' E.34.49.35' L.310.17 R.1770.00• OB-5x505'347 (• , a-vaax' R ,a/ _6.100277 8.300.39517 19II / II • • P.a. DATE: 12/05/13 kit W 1/4 CDR. SEC. 16 Pea k FOUND 3 1/4' ALUM. CAP I I X2901'547 IN RANCE BOX MARKED" 209.87• SURVEY. ILLEGIBLE 5x907.217 521.53 5891173814 1240.71 OVII C 1/4 COR. SEC. 16 FOUND \`2" ALUM. CAP IN GRASS 200 W.HAMPDEN AVE.,SUITE 200 0.05' ABOVE GROUND ENGLEWOOD,COLORADO 80110 STAMPED "MICHAEL HASCALL l5 23500' PH:720.855.3859 FAX:720.8.8 55.386.386 0 CONTACT:JEFF FRENCH Town of Mead +tea. • 441 Third Street Attibeav• • P.O. Box 626 970-535-4477 Arun ayn,. Mead, CO 80542 www.townofinead.org LAND USE APPLICATION . PAGE TWO MUST BE SIGNED AND NOTARIZED Project/Business Name Mead Village Project Address Vacant Land-south of Welker Rd;west of Railroad track;east of CR5; north of Highland Ditch Project Description Preliminary plat of 181.386 total acres for approximately 395 single family units to be built in phases and including an approx 35 acre HC/MU area adjacent to Welker Avenue that is platted as 1 lot. The plat also includes a large neighborhood park, pocket parks,trails, and site reservation for a community recreation center. Legal Description (Provide Subdivision. Lot k. Block f or Attach Metes.and:Boiinds)' See attached Exhibit A for legal description. Owner Name/Company (Attach Separate Sheets if Multiple) Weld Development Company, LLC Contact Person (If Different) Michael Richardson, Manager Address/City/State/Zip 200 W. Hampden Avenue, Suite 201, Englewood, CO 80110 Phone 303-798-7495 Fax 303-346-6438 Email mick@vhlco.com Authorized Representative • Name/Company Weld Development Company, LLC and Vintage Homes and Land, LLC Address/City/State/Zip 200 W. Hampden Avenue, Suite 201, Englewood, CO 80110 Phone Mick: 303-798-7495 Paula: 303-346-6437 Fax 303-346-6438 Email Mick Richardson: mick@vhlco.com and Paula Lindamood: paula@vhlco.com Land Use Application Form 08/09 Page 1 of 2 • • Mineral Rights Owner/Lease Holder Name/Company (Attach Separate Sheets it Multiple) State of Colorado acting through the State Board of Land Commissioners. Off-site Leaseholder: Encana Oil & Gas (USA) Inc., 370 17th Street, Suite 1700 Denver, CO 80202 Address/City/State/Zip State Land Board: 1127 Sherman Street, Suite 300, Denver, CO 80203 Service Providers Gas Xcel Energy Electric United Power Water Little Thompson Water District Sewer Town of Mead Metro District Mead Village Metropolitan District Fire Mountain View Fire District Land Use'Information - .• • . Current Zoning RSF-4 and HC Proposed Zoning RSF-4 and HC Acres 181.386 Acres Density (DU/Acre) 4 DU/Acre # Lots/Units Proposed 395 single family residential lots plus 1 HC lot of approximately 35+/-acres. The undersigned is Bully:mare oldie request/proposal being made and the actions being initiated on the referenced propem. the undersigned understand that the application must be found to be complete bs the fomn of Mead betbre the request can ollicially be accepted and the development review process initiated.the undersigned is;mare that the applicant is full)responsible for all reasonable costs associated+yith the res jet+ of the application/request being made to the Tug n of Mead.Applicants shall pay all costs billed b) the Tum n lbr legal.engineering and planning costs incurred by staff including consultants acting on behalf or stall.necessnr+ for project revie++. 13' this acknu+ylcdgentcnt.the undersigned herchd eerily that the above in limitation is and erect. Owner: Date: H . . Owner: Date: Applicant: Date: STATE OF COLORADO ) SS. County of Araphaoe ) u I The foregoing instrument was acknowledged before me this t day of 1V ot1f.YK_a.a.{",no /3 _ by Michael A. Richardson, Manager of Weld My commission e.xpires: 9 l'I. / /,,(24;(61? ion• Ve ERIKA_I Vol I ING Witness my hand and official seal. Notary tblic NOTARY PUBLIC STATE OF COLORADO NOTARY ID 19924012185 MY COMMISSION EXPIRES:9/17/16 Land Use Application Form 08/09 Page 2 of 2 THE MEAD PROPERTY EXHIBIT A SHEET 1 OF 2 B_UNOARv J.FLGAL,DESCRIPTION; A PARCEL OF LAND IOTA TED IN THE NORTH HALF OF SECTION 16, TOWNSHIP 3 NORTH, RANGE 58 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF WEED, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 16; THENCE ALONG THE NORTH EINE OF THE NORTHWEST QUARTER OF SAID SECTION 16, NORTH 88'38'25 EAST, A DISTANCE OF 337.80 FEET TO THE NORTHEAST CORNER OF THAT CERTAIN TRACT OF LAND DESCRIBED IN DEED RECORDED IN BOOK 1440 UNDER RECEPTION NO 2387415 BEING THE POINT OF BEG:FINING: THENCE CONTINUING ALONG SAID NORTH LINE, NORTH 58'3825 EAST A DISTANCE OF 2281.7' iELT `0 THE NORTHEAST CORNER OF SAID NORTHWEST QUARTER THENCE ALONG THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 76, NORTH. 89'13'4 Y' LAST A DISTANCE OF 529.38 FEET; THENCE SOUTH 00'34'11" EAST A DISTANCE OF 699.89 FEET; THENCE NORTH 89'2.5'28" EAST A DISTANCE OF 148244 FEET TO THE WESTERLY TINE OF THE GREAT WESTERN RAILWAY COMPANY RIGHT OF WAY AS RECORDED IN BOOK 228 PAGE 96 AND BOOK 234 PAGE 92 IN WELD COUNTY. COLORADO; THENCE ALONG SAID WESTERLY LINE SOUTH 20'28'45' WEST A DISTANCE OF 2089.17 FEET TO THE SOUTH LINE OF SAID NORTHEAST QUARTER; THENCE ALONG SAID SOUTH LINE. SOUTH 89'03'36" WEST A DISTANCE OF 1246.27 FEET TO THE SOUTHEAST CORNER OF SAID NORTHWEST QUARTER; THENCE ALONG THE SOUTH LINE OF SAID NORTHWEST QUARTER, SOUTH 89'03'24" WEST A DISTANCE OF 521.5.1 FEET: THENCE NORTH 29'01'54" WEST A DISTANCE OF 209.82 FEET; THENCE ALONG A CURVE TO THE RICH T HAVING A RADIUS OF 3260.00 FEET AND A CENTRAL ANGLE OF 05'33'58" FOR AN ARC LENGTH OF 316.10 FEE1, SAID CURVE HAVING A CHORD BEARING OF NORTH 26'14'55" WEST A DISTANCE OF 316.57 FEET; THENCE 10 THE BEGINNING POINT OF A CURVE TO THE LEFT HAVING A RADIUS OF 244000 FEET AND A CENTRAL ANGLE OF 23'33'13" FROM WHICH THE RADIUS POINT BEARS SOUTH 66'32'04" WEST. THENCE LEF1 ALONG SAID CURVE FOR AN ARC LENGTH OF 1003.05 FEET. SAID CURVE HAVING A CHORD BEARING OF NORTH 3514'32" WEST A DISTANCE OF 996.00 FEET; THENCE TO THE BEGINNING POINT OF A CURVE TO THE LEFT HAVING A RADIUS OF 340.00 FEET AND A CENTRAL ANGLE OF 10'22'42' LRCM WHICH THE RADIUS POINT BEARS SOUTH 42'58'521 WEST, THENCE I EFT ALONG SAID CURVE FOR AN ARC LENGTH OF 61.59 FEET. SAID CURVE HAVING A CHORD BEARING OF NORTH 5212'29" WEST A DISTANCE OF 61.50 FEET; THENCE NORTH 57'2350" WEST A DISTANCE OF 12_4.86 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 225.00 FEET AND A CENTRAL ANGLE OF 53"1'02" FOR AN ARC LENGTH OF 208.85 FEET, SAID CURVE :HAVING A CHORD BEARING Cc NORTH 83'59'21" WEST A DISTANCE OF 201.43 FEET; THENCE TO THE BEGINNING POINT OF A CURVE TO THE RIGHT HAVING A RADIUS OF 540.00 FEET AND A CFN IRA: ANGLE OF 33'04'54" FROM WHICH THE RADIUS POINT SEARS NORTH 20'.34'52" WEST, THENCE RIGHT ALONG SAO CURVE FOR AN ARC LENGTH OF 311.79 FEET, SAID CURVE HAVING A CHORD BEARING OF SOUTH 85'57'34" WEST A DISTANCE OF 307.47 FEET; THENCE ID THE BEGINNING POINT OF A CURVE TO THE LEFT HAVING A RADIUS OF 190.00 FF.E' AND A CENIiTAL ANGLE OF 34'4855 FROM WHICH THE RADIUS POINT BEARS SOUTH 12'30'01" WEST, THENCE LEFI ALONG SAID CURVE FOR AN ARC LENGTH OF 115.45 FEET, SAID CURVE HAVING A CHORD BEARING OF SOUTH 85'05'',4' WEST A DISTANCE OF 113,68 FEET; THENCE SOUTH 67'41'06" WEST A DISTANCE OF 25319 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 1770.00 FEET AND A CENTRAL ANGI E OF TO'02'25" FOR AN ARC LENGTH OF 310.11 FELT, SAID CURVE HAVING A CHORD BEARING CF SOUTH 62'39'54" WEST A DISTANCE OF 309.17 FELT TO THE WEST LINE OF SAID NORTHWEST QUARTER; THENCE ALONG SAID WEST LINE, NORTH 01131'13 WEST A DISTANCE OF 820.47 FEET TO THE SOUTHWEST CORNER OF THAT CERTAIN TRACI OF LAND DESCRIBED IN DEED RECORDED IN BOOK 1440 UNDER RECEPTION NO. 2387415; THENCE ALONG THE SOUTH LINE OF SAID TRACT, NORTH 85'38'25 EAST A DISTANCE: OF 331,94 FEET TO THE SOUTHEAST CORNER OF SAID TRACT; THENCE ALONG THE EAST LINE OE SAID TRACI, NORTH 0000'00" WEST A DISTANCE OF 644.78 FEEI TO THE POINT OF BEGINNING. THUS DESCRIBED TRACT CONTAINS 181.386 ACRES (7.901,190 SQUARE FEET ) MORE OR LESS. TOGLTHEIT WITH AND SUBJECT TO ALI. EASEMENTS AND RIGHTS-OF--WAY EXISTING AND/OR OF PUBLIC RECORD. F. D0 L/CF - off.: �+sT��e '� O DATE: 10/24/13 3 1 re : o L. KELLEY SILVLNSON 4' LA^'QS Pea . COLORADO P.L.S. NO. ,38231 CIv(I Consultants FOR AND ON BEHALF OF PEAK CIVIL CONSULTANTS, INC. 209W HAMPDEN AVE..SUITE 200 200 W. HAMPOEN AVENUE, SUITE 200 ENGLEWOOD.COLORADO 80110 PH:729.055.3859 ENGLEWOOD, CC 80110 FAA 720 055 3860 CONTACT:JEFF FRENCH THE MEAD PROPERTY EXHIBIT A SHEET 2 OF 2 ,, Nolan »rz �..«.. , ann oaur _ ........ i $ Inv vF n-; Frca ;)r @ .w.. /.!)nI.IJp iF IvI55u a:;. am ana a` a^ CRWROl may -_..__.__....._._- wmaa wmaa I O&M .lvaa Or ... 41,;00. ,,;• 0,-310 �,n.r a „a rrmme w; / rya I I Dr. E r._�, _ v Pea worao * CMlfansvtams �` " AVE Su nE' ENG COLORADO OD 0 j FAA rx ass WO PH no ess ase CONTACT JEFF FRENCH Town of Mead ead 441 Third Street P.O. Box 626 970-535-4477 n, Mend. CO 80542 �c‘c v..tovv notma:nLore • AGREEMENT FOR PAYMENT OF • REVIEW AND DEVELOPMENT EXPENSES INCURRED BY THE TOWN fl, THIS AGREEMENT, made and entered into this l day of r/� , A.D. 201j, by and between the TOWN OF MEAD, COLORADO, a municipal Corporation, hereinafter referred to as "the Town," and Weld Development Company LLC a Colorado limited liability cc3 hereinafter referred to as "the Owner/Developer;" WITNESSETH: WHEREAS, the Owner/Developer owns of certain property situated in the County of Weld, State of Colorado, and legally described as follows, to-wit: See attached Exhibit A for legal description WHEREAS,the development process included all aspects of land use including but not limited to annexation, subdivision, change of land use and the installation of public improvements; and WHEREAS, the Owner/Developer desires to develop said property and has made application to the Board of Trustees of the Town of Mead for approval of the preliminary plat for Mead Village ; and WHEREAS, the Parties hereto recognize that the cash deposits and non-refundable land use fees as specified by the Municipal Code of the Town of Mead may not be adequate to fully cover the Town's expenses in considering the referenced application, including, but not limited to, legal publications, planning services, engineering services, attorney fees, consultant fees, reproduction of material, public hearing expenses and recording documents; and WHEREAS, the Parties hereto recognize that the Town will continue to incur expenses throughout the entire development process until final completion of the development project; NOW, THEREFORE, in consideration of the premises and of the mutual promises and conditions hereinafter contained, it is hereby agreed as follows: 1. FULL AND SEPARATE ACCOUNTING OF REVIEW AND DEVELOPMENT EXPENSES. The Town will maintain separate accounts of all monies collected and expended as a result of the review of the above referenced application throughout the development process. Monthly statements of expenses incurred and the balance remaining in the account will be made available to the Owner/Developer by the Town. 2. EXPENDITURE OF FEES PAID BY THE OWNER/DEVELOPER. The Town shall expend the monies collected from the Owner/Developer in the form of land use fees and cash deposits, in the payment of expenses incurred in processing the Owner/Developer's request, throughout the development process until final completion of the Agreement for Payment of Review Expenses Page 1 of 3 project. Expenses shall include, but not limited to,fees charged to the Town for legal publications, planning services, engineering services, attorney services, consultant services, reproduction of material, public hearing expenses, the securing of permits and easements and the recording of documents. Any cash deposits held by the Town and not expended, will be refunded to the Owner/Developer, without interest, upon completion or termination of the project. 3. PAYMENT OF REVIEW AND OTHER EXPENSES BY THE OWNER/DEVELOPER. In the event that the Town incurs expenses for the review of the Owner/Developer's request, greater than the monies collected from the Owner/Developer in the form of land use fees and cash deposits, the Owner/Developer shall reimburse the Town for the additional expenses. In the event that the cash deposit drops below one half of the required deposit, the Owner/Developer shall replenish the cash deposit to its full amount. Said reimbursement and/or replenishment shall be made within ten (10)days of the Town submitting an invoice for the expenses, or a demand for the replenishment of the cash deposit. Failure by the Owner/Developer to pay within the specified time shall be cause for the Town to cease processing the application, or deny the Owner/Developer of the right to appear before Planning Commission or the Board of Trustees, or deny approval of the application, or withhold the issuance of building permits or certificates of occupancy. 4. APPLICATION TERMINATION. Except where the law or an agreement with the Town provides otherwise, the Owner/Developer may terminate his application at any time by giving written notice to the Town. The Town shall immediately take all reasonable steps necessary to terminate the accrual of costs to the Owner e.g., notify newspapers to cancel publications, etc.The Owner/Developer will continue to be liable for all costs reasonably incurred by the Town to terminate the application. 5. COLLECTION OF FEES AND COSTS. If the Owner/Developer fails to pay the fees required herein when due, the Town may take those steps necessary and authorized by law to collect the fees due, including but not limited to, filing a lien against the property of the Owner/Developer. The Town shall also be entitled to all court and attorney's fees, other costs incurred in collection and interest on the amount due at the rate of 18% per annum. 6. PERSONAL GUARANTY. At the option of the Board of Trustees, the Owner/Developer may be required to provide a personal guaranty for the payment of review and other expenses. 7. ORIGINAL COUNTERPARTS. This Agreement may be executed as counterparts, each of which will be an original, but all of which together shall constitute one and the same instrument. IN WITNESS WHEREOF, the Town and the Owner/Developer have caused this Agreement to be duly executed on the day and year first above written. By this acknowledgment, the undersigned hereby agreed to be bound by the terms and conditions of this agreement. (Signature Instructions:Add additional signature lines and notary certificates for each signature as may be necessary.) Agreement for Payment of Review Expenses Page 2 of 3 TOWN OF MEAD OWNER/DEVELOPER Weld Development Company, LLC Corporate *,if afitglicab192 By By ZIAA Richard VV. Macomber, Mayor (ii . r< i$C) Tot .. ocj J ATTEST: By Charlene Reed, Town Clerk STATE OF COLORADO )SS. COUNTY OF The foregoing instrument was acknowledged before me this day of , 20 by as Mayor and as Town Clerk of the Town of Mead. My commission expires: Witness my hand and official seal. Notary Public STATE OF COLORADO )SS. COUNTY OF tire-p(.hc(2') -1 The foregoing instrument was acknowledged before me this 4'day of 1Vove_VxsY flit' ;cu? I A � 2013 by ly.Lrckm 'i asMe,iv, ,co4 �2 11Jt'Ed_` DRLit(ap „n,,?n r;.L`/ L7-c_. My commission expires: R Witness m hand anaggdp LING BLIC // , STATE OF COLORADO NOTARY ID 19924012185 no • p Notary P II/inc. /I., MY COMMISSION EXPIRES:9/17/16 ° Q. Agreement for Payment of Review Expenses Page 3 of 3 THE MEAD PROPERTY EXHIBIT A SHEET 1 OF 2 BOUNDARY LEGAL DESCRIPTION' A PARCEL OF LAND LOCATED IN THE NORTH HALF OF SECTION 16, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN. COUNTY OF WELD, STATE OF COLORADO. MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 16; THENCE ALONG THE NORTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 16, NORTH 88'38'2_5" EAST, A DISTANCE OF 337.90 FEET TO THE NORTHEAST CORNER OF THAT CERTAIN TRACT OF LAND DESCRIBED IN DEED RECORDED IN BOOK 1440 UNDER RECEPTION NO. 2387415 BEING THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID NORTH LINE, NORTH 88'38'25" EAST A DISTANCE OF 2281.71 FEET TO THE NORTHEAST CORNER OF SAID NORTHWEST QUARTER: THENCE ALONG THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 16. NORTH 89'13'47" EAST A DISTANCE OF 529.38 FEET, THENCE SOUTH 00'34'11" EAST A DISTANCE OF 699.89 FEET; THENCE NORTH 89'25'28" EAST A DISTANCE OF 1482.44 FEET TO THE WESTERLY LINE OF THE GREAT WESTERN RAILWAY COMPANY RIGHT OF WAY AS RECORDED IN BOOK 228 PAGE 96 AND BOOK 234 PAGE 92 IN WELD COUNTY, COLORADO; THENCE ALONG SAID WESTERLY LINE SOUTH 20'28'45" WEST A DISTANCE OF 2089.17 FEET TO THE SOUTH LINE OF SAID NORTHEAST QUARTER; THENCE ALONG SAID SOUTH LINE, SOUTH 89'03'36" WEST A DISTANCE OF 1246.27 FEET TO THE SOUTHEAST CORNER OF SAID NORTHWEST QUARTER; THENCE ALONG THE SOUTH LINE OF SAID NORTHWEST QUARTER, SOUTH 89'03.24" WEST A DISTANCE OF 521.53 FEET; THENCE NORTH 29'01'54" WEST A DISTANCE OF 209.82 FEET: THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 3260.00 FEET AND A CENTRAL ANGLE OF 05'33'58" FOR AN ARC LENGTH OF 316.70 FEET, SAID CURVE HAVING A CHORD BEARING OF NORTH 25'14'55" WEST A DISTANCE OF 316.57 FEET; THENCE TO THE BEGINNING POINT OF A CURVE TO THE LEFT HAVING A RADIUS OF '440.00 FEET AND A CENTRAL ANGLE OF 23'3313" FROM WHICH THE RADIUS POINT BEARS SOUTH 56'32'04" WEST, THENCE LEFT ALONG SAID CURVE FOR AN ARC LENGTH OF 1003.05 FEET, SAID CURVE HAVING A CHORD BEARING OF NORTH 3514'32" WEST A DISTANCE OF 996.00 FEET; THENCE TO THE BEGINNING POINT OF A CURVE TO THE LEFT HAVING A RADIUS OF 340.00 FEET AND A CENTRAL ANGLE OF 10'22'42" FROM WHICH THE RADIUS POINT BEARS SOUTH 42'58'52" WEST, THENCE LEFT ALONG SAID CURVE FOR AN ARC LENGTH OF 51.59 FEET, SAID CURVE HAVING A CHORD BEARING OF NORTH 52'12'29" WEST A DISTANCE OF 61.50 FEET; THENCE NORTH 57'23'50" WEST A DISTANCE OF 124.85 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF _225.00 FEET AND A CENTRAL ANGLE OF 53'11'02" FOR AN ARC LENGTH OF 208.85 FEET, SAID CURVE HAVING A CHORD BEARING OF NORTH 83'59'21" WEST A DISTANCE OF 2_01.43 FEET; THENCE TO THE BEGINNING POINT OF A CURVE TO THE RIGHT HAVING A RADIUS OF 540.00 FEET AND A CENTRAL ANGLE OF 33'04'54" FROM WHICH THE RADIUS POINT BEARS NORTH 20'34'52" WEST, THENCE RIGHT ALONG SAID CURVE FOR AN ARC LENGTH OF 311.79 FEET, SAID CURVE HAVING A CHORD BEARING OF SOUTH 85'57'34" WEST A DISTANCE OF 307.47 FEET; THENCE TO THE BEGINNING POINT OF A CURVE TO THE LEFT HAVING A RADIUS OF 190.00 FEET AND A CENTRAL ANGLE OF 34'48'55" FROM WHICH THE RADIUS POINT BEARS SOUTH 12'3O01" WEST, THENCE LEFT ALONG SAID CURVE FOR AN ARC LENGTH OF 115.45 FEET, SAID CURVE HAVING A CHORD BEARING OF SOUTH 85'05'34" WEST A DISTANCE OF 113.68 FEET; THENCE SOUTH 67'41'06" WEST A DISTANCE OF 253.19 FEE T; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 1770.00 FEET AND A CENTRAL ANGLE OF ;0'02'25" FOR AN ARC LENGTH OF 310.17 FEET. SAID CURVE HAVING A CHORD BEARING OF SOUTH 62'39'54" WEST A DISTANCE OF 309.77 FEET TO THE WEST LINE OF SAID NORTHWEST QUARTER; THENCE ALONG SAID WEST LINE. NORTH 01'31'13" WEST A DISTANCE OF 820.47 FEET TO THE SOUTHWEST CORNER OF THAT CERTAIN TRACT OF LAND DESCRIBED IN DEED RECORDED IN BOCK 1440 UNDER RECEPTION NO. 2387415: THENCE ALONG THE SOUTH LINE OF SAID TRACT, NORTH 88'3825" EAST A DISTANCE OF 331.94 FEET TO THE SOUTHEAST CORNER OF SAID TRACT; THENCE ALONG THE EAST LINE OF SAID TRACT, NORTH 01'00'0O" WEST A DISTANCE OF 644.78 FEET TO THE POINT OF BEGINNING. THUS DESCRIBED TRACT CONTAINS 151.386 ACRES (7,901,190 SQUARE FEET ) MORE OR LESS, TOGETHER WITH AND SUBJECT TO ALL EASEMENTS AND RIGHTS-OF-WAY EXISTING AND/OR OF PUBLIC RECORD. c),00 l7CF O - :'1.Y sic>f : DATE: 10/24/13 3 1 z`.• p J L. KELLEY STEVENSON "nn '' PeErc\ COLORADO P.L.S. NO. 38231 Civil Consultants FOR AND ON BEHALF OF PEAK CIVIL CONSULTANTS, INC. Zoo W.HAMPDEN AVE..SUITE 200 200 W. HAMPDEN AVENUE, SUITE 200 ENGLEWOOD,COLORADO 80110 PH'.720.855.3859 ENGLEWOOD, CO 80110 FAX 720.855.3860 CONTACT:JEFF FRENCH THE MEAD PROPERTY EXHIBIT A SHEET 2 OF 2 u rrz PUCE 201 5200 i i r r r fi r __ - - .N $ R., s 1z m. x 5 _ 1. ...i ' EAC PROPERTY THE NF. rm'aiMc IC". r12 .6160 :C. -. 6536 aC. � mann ...may.-22.62 am's ...H se H..m. 6666._ 1I /_. .,.m„. .�?' a_.,n',m. 6666... 1 9t. °to .,o 1.11•My m � .� _nw,7m >K . e i.i� ....an m 6 ai a ea 14 TIPP 1 Fr P....N - � m� ., y �� 11,622 ---- ------- Peak civil Consultants �:v N,EE.5 EN L SVAO.COLOR. W''0 «. ne PH 7 Q 53*5a FAX 7:08:53%0 CONTACT JEFFFHENCH k'd 1 . • w.�'..._. '�1 a+fl{^a .a. c +%'.• `t41,, .'"'•u WI,. 1'21::::.:,'.1L,.� 4, et "z 9"n( J:'4_:- " 3 .4.T_iii_L. 001310 FlrstBank P 0 Box 2738 WIG Investments, LLC Littleton,CO 30181 200 W.Hampden Ave.,Ste 201 82-504/1070 ill Englewood,CO 80110 10/31/2013 ORDER OF E D Town of Mead $ **7,500.00 Seven Thousand Five Hundred and 00/100***********`**"*************"*************"************************************ DOLLARS 'j Town of Mead i PO Box 626 -.,I Mead, CO 80542 FOR Mead Village Prelimin Plat fee and deposit -_ �' 'I'D0L3LOu' 1: L07❑05047i: 4475❑ Laa46u' i... s `,Sirg..Isaxa«a. ec.,. i. ,.�+++:..:• ,$s;`i`' '077L, 7_:,, �� '.:'::Ti.:70._' i2r "` ._-.�. d •--TI::::-47,;2'_.T-.i.4xt.,2f. . WIG Investments,LLC/200 W.Hampden Ave.,Ste 201 ' Town of Mead., 10/31/2013 001310 Preliminary Plat Application Fee 2,500.00 Preliminary Plat Deposit 5,000.00 WIG Cash invested- :Mead Village Prelimin Plat fee and deposit 7,500.00 LTG Policy No. LTAQ25100962*4 Form PI B/ORT WRZPERIYINIZIRNA11CN MEE This Policy is issued in lieu of Policy No. LTAQ25100962*3 which iare) hereby cancelled. Our Order Na FCC25100962*4 Liability: $5,000.00 Fee: $0.00 Subject to the exclusions from coverage, the limits of liability and other provisions of the Conditions and Stipulations hereto annexed and made a part of this Binder, OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY a Corporation, herein called the Company, GUARANTEES WELD DEVELOPMENT COMPANY LLC herein called the Assured, against loss not exceeding the liability amount stated above, which the assured shall sustain by reason of any incorrectness in the assurance which the Company hereby gives that, according to the public records as of October 21, 2013 at 5:00 R M. 1. Title to said estate or interest at the date hereof isvested in: WELD DEVELOPMENT COMPANY, LLC, A COLORADO LIMITED LIABILITY COMPANY 2. The estate or interest in the land hereinafter described or referred to covered by this Binder is A Fee Simple Land Title Guarantee Company Representing Old Republic National Title Insurance Company LTG Policy No. LTAQ25100962*4 Form PI B/ORT Our Order No. FCC25100962*4 3. The land referred to in this Binder is situated in the State of Colorado, County of WELD described asfollcros SEE ATTACHED PAGE(S) FOR LEGAL DESCRIPTION 4. The following documents affect the land: NOTE: THE COMMITMENT DOES NOT REFLECT THE STATUS OF TITLE TO WATER RIGHTS OR REPRESENTATION OF SAID RIGHTS. NOTE: THISCOMMITMENT ISNOT A REPORT OR REPRESENTATION AS TO MINERAL INTERESTS, AND SHOULD NOT BE USED, OR RELIED UPON, IN CONNECTION WITH THE NOTICE REQUIREMENTS THAT ARE SET FORTH IN CRS24-65.5-103. NOTE: ADDITIONAL UPDATES TO THE EFFECTIVE DATE OF THE BINDER MAY BE REQUESTED BY THE PROPOSED INSURED. ONE UPDATE IS INCLUDED WITH THIS BINDER AT NO ADDITIONAL COST. ANY ADDITIONAL UPDATES WILL BE ICS JED AT THE COST OF$125 PER UPDATE. FOR EACH UPDATE PROVIDED, A REVISED BINDER WILL BE ISSUED SHOWING A NEW EFFECTIVE DATE AND ANY MATTERS RECORDED SINCE THE EFFECTIVE DATE OF THE PREVIOUS BINDER. 1. RIGHT OF WAY FOR HIGHLAND DITCH AS ESTABLISHED AND/OR USED. 2. RIGHT OF WAY EASEMENT AS GRANTED FOR DITCH IN INSTRUMENT RECORDED SEPTEMBER 16, 1908, IN BOOK 283 AT PAGE 354. Land Title Guarantee Company Representing Old Republic National Title Insurance Company LTG Policy No. LTAQ25100962*4 Form PI B/ORT Our Order No. FCC25100962*4 4. The following documents affect the land: (continued) 3. RIGHT OF WAY EASEMENT AS GRANTED TO BOARD OF COUNTY COMMISSIONERS OF WELD COUNTY IN INSTRUMENT RECORDED MARCH 17, 1909, IN BOOK 296 AT PAGE 149. 4. RIGHT OF WAY EASEMENT AS GRANTED TO ST. VRAIN VALLEY SCHOOL DISTRICT IN INSTRUMENT RECORDED MARCH 26, 1985, UNDER RECEPTION NO. 2003222. 5. MATTERS AS SET FORTH ON LAND SURVEY PLAT RECORDED NOVEMBER 12, 2003 AT RECEPTION NO. 3125672. 6. RESERVATIONS AS SET FORTH IN PATENT RECORDED MARCH 11, 2005 UNDER RECEPTION NO. 3267740. 7. RESERVATIONS AS SET FORTH IN PATENT RECORDED JANUARY 12, 2011 AT RECEPTION NO. 3744603 8. TERMS, CONDITIONS AND PROVISIONS OF NO SURFACE OCCUPANCY AGREEMENT RECORDED JANUARY 12, 2011 AT RECEPTION NO. 3744605. 9. DEED OF TRUST DATED MARCH 10, 2005, FROM WELD DEVELOPMENT, LLC, A COLORADO LIMITED LIABILITY COMPANY TO THE PUBLIC TRUSTEE OF WELD COUNTY FOR THE USE OF COMMUNITY BANKS OF COLORADO TO SECURE THE SUM OF$883,232.00 RECORDED MARCH 11, 2005, UNDER RECEPTION NO. 3267743. FIRST AMENDMENT TO DEED OF TRUST RECORDED JANUARY 12, 2011 AT RECEPTION NO. 3744608. SAID DEED OF TRUST WAS FURTHER SECURED IN ASSIGNMENT OF RENTS RECORDED MARCH 11, 2005, UNDER RECEPTION NO. 3267744. FIRST AMENDMENT TO ASSIGNMENT OF RENTS RECORDED JANUARY 12, 2011 AT RECEPTION NO. 3744609. SAID DEED OF TRUST WASASSIGNED TO COMMUNITY BANKS OF COLORADO, A DIVISION OF NBH BANK N.A. IN ASSIGNMENT RECORDED JANUARY 23, 2013, UNDER RECEPTION NO. 3904891. LTG Policy No. LTAQ25100962*4 Form PI B/ORT Our Order No. FCC25100962*4 4. The following documents affect the land: (continued) SAID DEED OF TRUST WASASSIGNED TO JKRSR LLC IN ASSIGNMENT RECORDED MARCH 07, 2013, UNDER RECEPTION NO. 3915300. ASSIGNMENT OF ASSIGNMENT OF RENTS RECORDED MARCH 07, 2013, UNDER RECEPTION NO. 3915301. 10. TERMS, CONDITIONSAND PROVISIONS OF ANNEXATION AGREEMENT RECORDED JULY 10, 2013 AT RECEPTION NO. 3946650. 11. TERMS, CONDITIONS AND PROVISIONS OF MEAD VILLAGE ANNEXATION RECORDED JULY 10, 2013 AT RECEPTION NO. 3946651. 12. TERMS, CONDITIONSAND PROVISIONS OF MEAD VILLAGE ZONING AMENDMENT MAP RECORDED JULY 10, 2013 AT RECEPTION NO. 3946652. LTG Policy No. LTAQ25100962*4 Our Order Na FCC25100962*4 MAI DESCFIP11CN A PARCEL OF LAND LOCATED IN THE NORTH HALF OF SECTION 16, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: ? COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 16;? THENCE ALONG THE NORTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 16, NORTH 88°38'25" EAST, A DISTANCE OF 337.80 FEET TO THE NORTHEAST CORNER OF THAT CERTAIN TRACT OF LAND DESCRIBED IN DEED RECORDED IN BOOK 1440 UNDER RECEPTION NO. 2387415 BEING THE POINT OF BEGINNING;? THENCE CONTINUING ALONG SAID NORTH LINE, NORTH 88°38'25" EAST A DISTANCE OF 2281.71 FEET TO THE NORTHEAST CORNER OF SAID NORTHWEST QUARTER;? THENCE ALONG THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 16, NORTH 89°13'47" EAST A DISTANCE OF 529.38 FEET;? THENCE SOUTH 00°34'11" EAST A DISTANCE OF 699.89 FEET;? THENCE NORTH 89°25'28" EAST A DISTANCE OF 1482.44 FEET TO THE WESTERLY LINE OF THE GREAT WESTERN RAILWAY COMPANY RIGHT OF WAY AS RECORDED IN BOOK 228 PAGE 96 AND BOOK 234 PAGE 92 IN WELD COUNTY, COLORADO, ? THENCE ALONG SAID WESTERLY LINE SOUTH 20°28'45" WEST A DISTANCE OF 2089.17 FEET TO THE SOUTH LINE SAID NORTHEAST QUARTER; ? THENCE ALONG SAID SOUTH LINE, SOUTH 89°03'36" WEST A DISTANCE OF 1246.27 FEET TO THE SOUTHEAST CORNER OF SAID NORTHWEST QUARTER; ? THENCE ALONG THE SOUTH LINE OF SAID NORTHWEST QUARTER, SOUTH 89°03'24" WEST A DISTANCE OF 521.53 FEET;? THENCE NORTH 29°01'54" WEST A DISTANCE OF 209.82 FEET;? THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 3260.00 FEET AND A CENTRAL ANGLE OF 05°33'58" FOR AN ARC LENGTH OF 316.70 FEET, SAID CURVE HAVING A CHORD BEARING OF NORTH 26°14'55" WEST A DISTANCE OF 316.57 FEET;? THENCE TO THE BEGINNING POINT OF A CURVE TO THE LEFT HAVING A RADIUS OF 2440.00 FEET AND A CENTRAL ANGLE OF 23°33'13" FROM WHICH THE RADIUS POINT BEARS SOUTH 66°32'04" WEST, THENCE LEFT ALONG SAID CURVE FOR AN ARC LENGTH OF 1003.05 FEET, SAID CURVE HAVING A CHORD BEARING OF NORTH 35°14'32" WEST A DISTANCE OF 996.00 FEET;? THENCE TO THE BEGINNING POINT OF A CURVE TO THE LEFT HAVING A RADIUS OF 340.00 FEET AND A CENTRAL ANGLE OF 10°22'42" FROM WHICH THE RADIUS POINT BEARS SOUTH 42°58'52" WEST, THENCE LEFT ALONG SAID CURVE FOR AN ARC LENGTH OF 61.59 FEET, SAID CURVE HAVING A CHORD BEARING OF NORTH 52°12 29" WEST A DISTANCE OF 61.50 FEET;? THENCE NORTH 57°23'50" WEST A DISTANCE OF 124.86 FEET;? THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 225.00 FEET AND A CENTRAL ANGLE OF 53°11'02" FOR AN ARC LENGTH OF 208.85 FEET, SAID CURVE HAVING A CHORD BEARING OF NORTH 83°59'21" WEST A DISTANCE OF 201.43 FEET;? THENCE TO THE BEGINNING POINT OF A CURVE TO THE RIGHT HAVING A RADIUS OF 540.00 FEET AND A CENTRAL ANGLE OF 33°04'54" FROM WHICH THE RADIUS POINT BEARS NORTH 20°34'52" WEST, THENCE RIGHT ALONG SAID CURVE FOR AN ARC LENGTH OF 311.79 FEET, SAID CURVE HAVING A CHORD BEARING OF SOUTH 85°5T 34" WEST A DISTANCE OF 307.47 FEET;? THENCE TO THE BEGINNING POINT OFA CURVE TO THE LEFT HAVING A RADIUS OF 190.00 FEET AND A CENTRAL ANGLE OF 34°48'55" FROM WHICH THE RADIUS POINT BEARS SOUTH 12°30'01" WEST, THENCE LEFT ALONG SAID CURVE FOR AN ARC LENGTH OF 115.45 FEET, SAID CURVE HAVING A CHORD BEARING OF SOUTH 85°05'34" WEST A DISTANCE OF 113.68 FEET;? LTG Policy No. LTAQ25100962*4 Our Order Na FCC25100962*4 FxAI DESCFIP11CN THENCE SOUTH 67°41'06" WEST A DISTANCE OF 253.19 FEET;? THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 1770.00 FEET AND A CENTRAL ANGLE OF 10°02'25" FOR AN ARC LENGTH OF 310.17 FEET, SAID CURVE HAVING A CHORD BEARING OF SOUTH 62°39'54" WEST A DISTANCE OF 309.77 FEET TO THE WEST LINE OF SAID NORTHWEST QUARTER;? THENCE ALONG SAID WEST LINE, NORTH 01°31'13" WEST A DISTANCE OF 820.47 FEET TO THE SOUTHWEST CORNER OF THAT CERTAIN TRACT OF LAND DESCRIBED IN DEED RECORDED IN BOOK 1440 UNDER RECEPTION NO. 2387415;? THENCE ALONG THE SOUTH LINE OF SAID TRACT, NORTH 88°38'25" EAST A DISTANCE OF 331.94 FEET TO THE SOUTHEAST CORNER Of SAID TRACT;? THENCE ALONG THE EAST LINE OF SAID TRACT, NORTH 01°00'00" WEST A DISTANCE OF 644.78 FEET TO THE POINT OF BEGINNING. Property Information Binder CONDITIONSAND STIPULATIONS 1. Definition of Terms The following terms when used in this Binder mean: (a)"Land": The land described, specifically or by reference, in this Binder and improvements affixed thereto which by law constitute real property; (b)"Public Records"; those records which impart constructive notice of matters relating to said land; (c)"Date": the effective date; (d)"the Assured": the party or parties named as the Assured in this Binder, or in a supplemental writing executed by the Company; (e)"the Company" means Old Republic National Title Insurance Company, a Minnesota stock company. 2. Exclusions from Coverage of this Binder The company ass Imes no liability including cost of defense by reason of the following: (a)Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records; taxes and ass>Ssnents not yet due or payable and special assessments not yet certified to the Treasurer's office. (b) U npatented mining claims; reservations or exceptions in patents or in Acts authorizing the issuance thereof; water rights, claims or title to water. (c)Title to any property beyond the lines of the Land, or title to streets, roads, avenues, lanes, ways or waterways on which such land abuts, or the right to maintain therein vaults, tunnels, ramps, or any other structure or improvement; or any rights or easements therein unless such property, rights or easements are expressly and specifically set forth in said description. (d) Mechanic's lien(s), judgment(s)or other lien(s). (e)Defects, liens, encumbrances, adverse claims or other matters: (a)created, suffered or agreed to by the Assured; (b) not known to the Company, not recorded in the Public Records as of the Date, but known to the Assured as of the Date; or (c)attaching or creating subsequent to the Date. 3. Prosecution of Actions (a)The Company shall have the right at its own costs to institute and prosecute any action or proceeding or do any other act which in its opinion may be necessary or desirable to establish or confirm the matters herein assured; and the Company may take any appropriate action under the terms of this Binder, whether or not it shall be liable thereunder and shall not thereby concede liability or waive any provision hereof. (b) In all cases where the Company does not institute and prosecute any action or proceeding, the Assured shall permit the Company to use, at its option, the name of the Assured for this purpose. Whenever requested by the Company, the Assured shall give the Company all reasonable aid in prosecuting such action or proceeding, and the Company shall reimburse the Assured for any expense so incurred. 4. Notice of Loss- Limitation of Action A statement in writing of any loss or damage for which it is claimed the Company is liable under this Binder shall be furnished to the Company within sixty days after such loss or damage shall have been determined, and no right of action shall accrue to the Assured under this Binder until thirty days after such statement shall have been furnished, and no recovery shall be had by the Assured under this Binder unless action shall be commenced thereon with two years after expiration of the thirty day period. Failure to furnish the statement of loss or damage or to commence the action within the time herinbefore specified, shall be conclusive bar against maintenance by the Assured of any action under this Binder. 5. Option to Pay, Settle or Compromise Claims The Company shall have the option to pay, settle or compromise for or in the name of the Assured any claim which could result in loss to the Assured within the coverage of this Binder, or to pay the full amount of this Binder. Such payment or tender of payment of the full amount of the Binder shall terminate all liability of the Company hereunder. Copyright 2006-2011 Ameri can laid Title Ass d ati on.All rights reserved. The use of this form is restricted to ALTA licensees and ALTA members in good standing as of the date of um.All other uses are prohibited. Reprinted under I i cense from the Ameri can Laid Title Aseod ati on. FIR CRT Part1 d2 6. Limitation of Liability- Payment of Loss (a)The liability of the Company under this Binder shall be limited to the amount of actual loss sustained by the Assured because of reliance upon the assurances herd n set forth, but in no event shall the liabiity exceed the amount of the liability stated on the face page hereof. (b)The Company will pay all costs imposed upon the Assured in litigation carried on by the Company for the Assured, and dl costs and attorney s fees in litigation carried on by the Assured with the written authorization of the Company. (c)No claim for loss or damages shall arise or be maintainable under this Binder(1)if the Company after having received notice of any alleged defect, lien or encumbrance not shown as an Exception or excluded herein removes such defect, lien or encumbrance within a reasonable time after receipt of such notice, or(2)for liability voluntarily assumed by the Ass+ired in settling any claim or suit without written consent of the Company. (d)All payments under this Binder, except for attorney's fees as provided for in paragraph 6(b)thereof, shall reduce the amount of the liability hereunder pro tanto, and no payment shall be made without producing this Binder or an acceptable copy thereof for endorsement of the payment unless the Binder be lost or destroyed, in which rase proof of the loss or destruction shall be furnished to the satisfaction of the Company. (e)When liability has been definitely fixed in accordance with the conditions of this Binder, the loss or damage shall be payable within thirty days thereafter. 7. Subrogation Upon Payment or Settlement Whenever the Company shall have settled a claim under this Binder, dl right of subrogation shall vest in the Company unaffected by any act of the Assured, and it shall be subrogated to and be entitled to all rights and remedies which the Assured would have had against any person or property in respect to the claim had this Binder not been issued. If the payment does not cover the loss of the Assured, the Company shall be subrogated to the rights and remedies in the proportion which the payment bears to the amount of said loss. The Assured, if requested by the Company, shall transfer to the Company dI rights and remedies against any person or proprty necesary in order to perfect the right of subrogation, and shall permit the Company to use the name of the Assured in any transaction or litigation involving the rights or remedies. 8. Binder Entire Contract Any action or actions or rights of action that the Assured may have or may bring against the Company arising out of the subject matter hereof must be based on the provisions of this Binder. No provision or condition of this Binder can be waived or changed except by a writing endorsed or attached hereto signed by the President, a Vice President, the Secretary, an Assistant Secretary or other validating officer of the Company. 9. Notices Where Sent All notices required to be given the Company and any statement in writing required to be furnished the Company Shall be addressed to it at 400 Second Avenue South, Minneapolis, Minnesota 55401, (612)371-1111. 10. Arbitration Unless prohibited by applicable law, ether the Company or the insured may demand arbitration pursuant to the Title Insurance Arbitration Rules of the American Arbitration Association. ANTI-FRAUD STATEM ENT: Pursuant to CRS 10-1-128(6)(a), it is unlawful to knowingly provide false, incomplete, or misleading facts or information to an insurance company for the purpose of defrauding or attempting to defraud the company. Penalties may indude imprisonment, fines denial of insurance and civil damages Any insurance company or agent of an insurance company who knowingly provides false, incomplete, or misleading fads or information to a policyholder or daimant for the purpose of defrauding or attempting to defraud the policyholder or daimant with regard to a settlement or award payable from insurance proceeds shall be reported to the Colorado division of insurance within the department of regulatory agencies This anti-fraud statement is affixed and made a part of this policy. Isabel tlrculitl efficed: �TITL LA DIMEG NTEEGCvRVW '.OAP * *F'4(p W 772 W ioLBSW1Y# v 100 ' * a °15% Mak Bltrey FUi1_m 1 INS cD&35525 =v * * i- Besidart 970-282-3649 * -m * m ' * AHd RarrbYmfs Seceary hniml B u'e RBCIST Cos Paft2 d2 Property Owners Within 300 ft. of Parcel # 120716100063 Account Parcel Owner Mailing Address R4138606 120709421143 ALBRIGHT LYNEE A 16022 GINGER AVE MEAD CO 80542 R4137306 120709421130 BACHMANN CHRISTOPHER A R4137306 120709421130 BACHMANN KRISTEN K 16044 CINNAMON CIR MEAD CO 80542 R4137406 120709421131 BARDAS AUSTIN T R4136706 120709421124 BLEI ROBERT 16076 CINNAMON CIR MEAD CO 80542 R4138806 120709421145 BOWLING LAUREN A R4138806 120709421145 BOWLING RICHARD 16002 GINGER AVE MEAD CO 80542 R2594803 120709420004 BUCHTEL CHRISTOPHER 121 7 ST MEAD CO 80542 R2594803 120709420004 BUCHTEL THERESA R0048487 120709415018 BUDLER LAWRENCE W PO BOX 447 129 HUNTERS COVE MEAD CO 80542 R0048487 120709415018 BUDLER SHARON K R4138706 120709421144 COBB JORDON ALAN 16012 GINGER AVE MEAD CO 80542 R6783733 120716100067 COLORADO STATE OF 600 GRANT ST STE 640 DENVER CO 80203 R2594703 120709420003 CONOVER KATHLEEN R2594703 120709420003 CONOVER MICHEAL 115 7 ST MEAD CO 80542 R4147006 120709421227 COX CARESSA LYNNE R4147006 120709421227 COX TOBEN DEAN 16077 CINNAMON CIR MEAD CO 80542 R4138906 120709421146 FOOSE CARSON CONRAD R0048387 120709415017 FRIEDRICHS JAMES L 111 6 ST- PO BOX 243 MEAD CO 80542 R0048387 120709415017 FRIEDRICHS LYNDA J R2594503 120709420001 GARCIA JENNIFER N R4751386 120716100068 GETTMAN FRED 14661 CR 5 LONGMONT CO 80501 R4136606 120709421123 GIFFORD ANTHONY 16078 CINNAMON CIRCLE MEAD CO 80542 R4136606 120709421123 GIFFORD TIFFANY R2594903 120709420005 GOMEZ JAVIER 127 7 ST MEAD CO 80542 R2594903 120709420005 GOMEZ SILVIA R4139006 120709421147 GRAFF ANDREW S R4139006 120709421147 GRAFF ASHLEY 16011 GINGER AVE MEAD CO 80542 R4139206 120709421149 GREGA KATHY J 16031 GINGER AVE MEAD CO 80542 R4139206 120709421149 GREGA RICHARD C Account Parcel Owner Mailing Address R4139106 120709421148 GUSTAFSON DALLAS E 16021 GINGER AVE MEAD CO 80542 R4139106 120709421148 GUSTAFSON STACEY L R4137206 120709421129 HOOG SANDRA G TRUST 311 BELVIEW CT LONGMONT CO 80501 R4147306 120709421230 HUEY BRIAN 16047 CINNAMON CIRCLE MEAD CO 80542 R4147206 120709421229 JENNINGS MICHAEL 16057 CINNAMON CIR MEAD CO 80542 R4731386 120709415015 JENSEN DENNIS A 117 6 ST MEAD CO 80542 R0155489 120709400018 JORDAN JOHN A 134 7TH ST MEAD CO 80542 R4751886 120716000052 JORGENSON PATRICIA A 2018 COUNTY RD 34 MEAD CO 80542 R4146906 120709421226 JOURNEY HOMES LLC 7251 W 20 STREET NO L-200 GREELEY CO 80634 R4136506 120709421122 KENNEDY STEPHEN K 16084 CINNAMON CIRCLE MEAD CO 80542 R4136306 120709421120 KIHM DAVID J 16088 CINNAMON CIRCLE MEAD CO 80542 R4136306 120709421120 KIHM ELIZABETH A R4136906 120709421126 KNIGHT JOE R4136906 120709421126 KNIGHT KELLY 16068 CINNAMON CIRCLE MEAD CO 80542 R4137406 120709421131 LARSON ASHLEY K 16036 CINNAMON CIR MEAD CO 80542 R4751386 120716100068 LITZENBERGER KATHRYN R4221804 120709300026 LITZENBERGER MARY ELLEN R4751386 120716100068 LITZENBERGER MICHAEL R4221804 120709300026 LITZENBERGER MICHAEL A 14661 COUNTY ROAD 5 LONGMONT CO 80501-9642 R4136106 120709421118 MALESENKA WILLIAM J JR 16098 CINNAMON CIRCLE MEAD CO 80542 R4137106 120709421128 MARTINEZ-WILSON ANDREA K R4136706 120709421124 MCDUFFEE MICHELLE R4720186 120709000014 MEAD TOWN OF 441 3 ST PO BOX 626 MEAD CO 80542 R4147106 120709421228 MILLER SHANNON M 16067 CINNAMON CIR MEAD CO 80542 R4137006 120709421127 PETERSON DAVID E 16064 CINNAMON CIRCLE MEAD CO 80542 R0155389 120709400017 SCHEIDELER STEVE 126 7 ST SCOTT MEAD CO 80542 R4750786 120716100067 SCHOOL DIST No. RE1-J LONGMONT CO 80501 R4136806 120709421125 SEITZ KATHLEEN DANA Account Parcel Owner Mailing Address R4136806 120709421125 SEITZ WESLEY ANDREW 16074 CINNAMON CIRCLE MEAD CO 80542 R4138906 120709421146 SEKICH AMANDA JO 16001 GINGER AVE MEAD CO 80542 R0048687 120709400013 STEWART SCOTT PO BOX 395 MEAD CO 80592 R2594603 120709420002 SUSAN BUCKENDORF 107 7TH ST MEAD CO 80542 R0123087 120709400016 TERRONES CHRIS D R0123087 120709400016 TERRONES SHARON A 102 7 ST PO BOX 551 MEAD CO 80542 R4136406 120709421121 TONETTE ROBIN 16086 CINNAMON CIRCLE MEAD CO 80542 R4136206 120709421119 TOWSEND JOSHUA R 16094 CINNAMON CIRCLE MEAD CO 80542 R2594503 120709420001 VALDEZ JOSE GARCIA 101 7 ST MEAD CO 80542 R4138506 120709421142 VALDEZ RENE FABIAN 16032 GINGER AVE MEAD CO 80542 R3577105 120716100063 WELD DEVELOPMENT 200 W HAMPDEN AVE STE 201 COMPANY LLC ENGLEWOOD CO 80110 R3577205 120716100064 WELD DEVELOPMENT 200 W HAMPDEN AVE STE 201 COMPANY LLC ENGLEWOOD CO 80110 R6779508 120716100068 WELD DEVELOPMENT 200 W HAMPDEN AVE STE 201 COMPANY LLC ENGLEWOOD CO 80110 R4137106 120709421128 WILSON MICHAEL A 16056 CINNAMON COURT MEAD CO 80603 R4720986 120709400011 YOUNG BRYAN M 118 7 ST MEAD CO 80542 Property Owners Within 300 ft. of Parcel # 120716100064 Account Parcel Owner Mailing Address R6783734 120716101001 ARCHDIOCESE OF DENVER 1300 S STEELE ST DENVER CO 80210 R3577005 120716100062 COLORADO STATE OF 600 GRANT ST STE 640 DENVER CO 80203 R6783733 120716100067 COLORADO STATE OF 600 GRANT ST STE 640 DENVER CO 80203 R4751386 120716100068 GETTMAN FRED 14661 CR 5 LONGMONT CO 80501 R4751386 120716100068 LITZENBERGER KATHRYN R4751386 120716100068 LITZENBERGER MICHAEL R4750786 120716100067 SCHOOL DIST No. RE1-J LONGMONT CO 80501 R3577105 120716100063 WELD DEVELOPMENT 200 W HAMPDEN AVE STE 201 COMPANY LLC ENGLEWOOD CO 80110 R3577205 120716100064 WELD DEVELOPMENT 200 W HAMPDEN AVE STE 201 COMPANY LLC ENGLEWOOD CO 80110 R6779508 120716100068 WELD DEVELOPMENT 200 W HAMPDEN AVE STE 201 COMPANY LLC ENGLEWOOD CO 80110 Property Owners Within 300 ft. of Parcel # 120716100068 Account Parcel Owner Mailing Address R6783734 120716101001 ARCHDIOCESE OF DENVER 1300 S STEELE ST DENVER CO 80210 R4752386 120717000014 BANGMA JOHANNA 1989 TRUST R4752386 120717000014 BANGMA MARTIN 1989 1643 HARLEQUIN DR TRUST LONGMONT CO 80501 R0168190 120717000033 BEERS MARIAN 15749 CR 5 LONGMONT CO 80504 R4751586 120716000025 BUCKLEY CONNIE LYN (BN) PO BOX 800 MEAD CO 80542 R3577005 120716100062 COLORADO STATE OF 600 GRANT ST STE 640 DENVER CO 80203 R6783733 120716100067 COLORADO STATE OF 600 GRANT ST STE 640 DENVER CO 80203 R2228903 120717100040 CORT ROBIN 15853 COUNTY RD 5 LONGMONT CO 80504 R4752986 120717000020 GARTRELL DAVID L 15945 CR 5 LONGMONT CO 80501 R4752986 120717000020 GARTRELL LAURA K R4753886 120717000031 GEISMAN HENRY H 15813 CR 5 LONGMONT CO 80501 R4753886 120717000031 GEISMAN NYLA M R4751386 120716100068 GETTMAN FRED 14661 CR 5 LONGMONT CO 80501 R0168090 120717000032 HILLSTROM BARBARA J 15775 COUNTY RD 5 LONGMONT CO 80504 R4751886 120716000052 JORGENSON PATRICIA A 2018 COUNTY RD 34 MEAD CO 80542 R4751386 120716100068 LITZENBERGER KATHRYN R4751386 120716100068 LITZENBERGER MICHAEL R6777546 120716301059 SCHELL DEBORAH M R6777547 120716301060 SCHELL DEBORAH M R6777548 120716301081 SCHELL DEBORAH M R6777566 120716401018 SCHELL DEBORAH M R6777567 120716401019 SCHELL DEBORAH M R6777605 120716401056 SCHELL DEBORAH M R6777606 120716401057 SCHELL DEBORAH M R6777607 120716401058 SCHELL DEBORAH M R6777608 120716401061 SCHELL DEBORAH M R6777624 120716401077 SCHELL DEBORAH M R6777631 120716401085 SCHELL DEBORAH M R6777634 120716401088 SCHELL DEBORAH M R6777546 120716301059 SCHELL MARK W 9078 FIELD CREST LN LONGMONT CO 80503 R6777547 120716301060 SCHELL MARK W 9078 FIELD CREST LN LONGMONT CO 80503 R6777548 120716301081 SCHELL MARK W 9078 FIELD CREST LN LONGMONT CO 80503 Account Parcel Owner Mailing Address R6777566 120716401018 SCHELL MARK W 9078 FIELD CREST LN LONGMONT CO 80503 R6777567 120716401019 SCHELL MARK W 9078 FIELD CREST LN LONGMONT CO 80503 R6777605 120716401056 SCHELL MARK W 9078 FIELD CREST LN LONGMONT CO 80503 R6777606 120716401057 SCHELL MARK W 9078 FIELD CREST LN LONGMONT CO 80503 R6777607 120716401058 SCHELL MARK W 9078 FIELD CREST LN LONGMONT CO 80503 R6777608 120716401061 SCHELL MARK W 9078 FIELD CREST LN LONGMONT CO 80503 R6777624 120716401077 SCHELL MARK W 9078 FIELD CREST LN LONGMONT CO 80503 R6777631 120716401085 SCHELL MARK W 9078 FIELD CREST LN LONGMONT CO 80503 R6777634 120716401088 SCHELL MARK W 9078 FIELD CREST LN LONGMONT CO 80503 R4750786 120716100067 SCHOOL DIST No. RE1-J LONGMONT CO 80501 R2229003 120717100041 SHUBERT JACKLYN K R2229003 120717100041 SHUBERT MELVIN H 15901 CR 5 LONGMONT CO 80504-9644 R6779507 120716200067 STATE OF COLORADO C/O STATE BOARD OF LAND COMMISSIONERS 1127 SHERMAN STREET 300 DENVER CO 80203 R3577105 120716100063 WELD DEVELOPMENT 200 W HAMPDEN AVE STE 201 COMPANY LLC ENGLEWOOD CO 80110 R3577205 120716100064 WELD DEVELOPMENT 200 W HAMPDEN AVE STE 201 COMPANY LLC ENGLEWOOD CO 80110 R6779508 120716100068 WELD DEVELOPMENT 200 W HAMPDEN AVE STE 201 COMPANY LLC ENGLEWOOD CO 80110 R0157391 120717000035 WORRELL WILLIAM C 15741 COUNTY RD 5 LONGMONT CO 80504 CERTIFICATE OF OWNERSHIP: MEAD VILLAGE SUBDIVISION FILING NO . 1 m KNOWN ALL MEN BY THESE PRESENTS THAT WELD DEVELOPMENT COMPANY, LLC BEING THE OWNER(S) OF CERTAIN LANDS IN MEAD,COLORADO,DESCRIBED AS FOLLOWS: PRELIMINARY PLAT G LEGAL DESCRIPTION: A PARCEL OF LAND LOCATED IN THE NORTH HALF OF SECTION 16, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE SIXTH A PART OF THE NORTH 1 /2 OF SECTION 16, TOWNSHIP 3 NORTH, PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: OWNDER/APPLICAN COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 16; RANGE 68 WEST OF THE 6TH P TT COMPANY, LLC. .M. TOWN OF MEAD STATE OF COLORADO 200 W. HAMPDEN AVE. THENCE ALONG THE NORTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 16, NORTH 88'38'25" EAST, A DISTANCE OF p SUITE 201 z 337.80 FEET TO THE NORTHEAST CORNER OF THAT CERTAIN TRACT OF LAND DESCRIBED IN DEED RECORDED IN BOOK 1440 1O1 .386 AC. - 395 PRESIDENTIAL LOTS (303) 3�6D64CO UNDER RECEPTION NO. 2387415 BEING THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID NORTH LINE, NORTH 88°38'25" EAST A DISTANCE OF 2281.71 FEET TO THE NORTHEAST SHEET 1 OF 12 CONTACT: MICHAEL RICHARDSON w CORNER OF SAID NORTHWEST QUARTER; ENGINEER: THENCE ALONG THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 16, NORTH 89°13'47" EAST A DISTANCE OF SHEET INDEX PEAK CIVIL CONSULTANTS, INC. 529.38 FEET; 200 W. HAMPDEN AVE. SHEET NUMBER SHEET TITLE SUITE 200 THENCE SOUTH 00'34'11" EAST A DISTANCE OF 699.89 FEET; 5 2 ENGLEWOOD,$ 3 CO80110 1 COVER SHEET THENCE NORTH 8925'28" EAST A DISTANCE OF 1482.44 FEET TO THE WESTERLY LINE OF THE GREAT WESTERN RAILWAY 6 4 COMPANY RIGHT OF WAY AS RECORDED IN BOOK 228 PAGE 96 AND BOOK 234 PAGE 92 IN WELD COUNTY, COLORADO; O 2 OVERALL PLAN CONTACT: JEFF FRENCH z THENCE ALONG SAID WESTERLY LINE SOUTH 2028'45" WEST A DISTANCE OF 2089.17 FEET TO THE SOUTH LINE OF SAID 3 PLAT PLAN SURVEYOR: NORTHEAST QUARTER; WC RD 36 PEAK CIVIL CONSULTANTS, INC. THENCE ALONG SAID SOUTH LINE, SOUTH 89'03'36" WEST A DISTANCE OF 1246.27 FEET TO THE SOUTHEAST CORNER OF 4 PLAT PLAN SUI W. HAMPDEN AVE. SUITE 200 SAID NORTHWEST QUARTER; 2a 5 PLAT PLAN ENGLEWOOD, CO 80110 THENCE ALONG THE SOUTH LINE OF SAID NORTHWEST QUARTER, SOUTH 89°03'24" WEST A DISTANCE OF 521.53 FEET; / 6 PRELIMINARY GRADING PLAN (720) 855-3859 THENCE NORTH 29'01'54" WEST A DISTANCE OF 209.82 FEET; 3470 RD o THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 3260.00 FEET AND A CENTRAL ANGLE OF 05°33'58" FOR AN /��/��7� 7 PRELIMINARY GRADING PLAN CONTACT: STEVE STEVENSON ARC LENGTH OF 316.70 FEET, SAID CURVE HAVING A CHORD BEARING OF NORTH 26'14'55" WEST A DISTANCE OF 316.57 Pw- 11 8 PRELIMINARY GRADING PLAN PLANNING & LANDSCAPE ARCHITECTURE: FEET; 7 r#, 5 HENRY DESIGN GROUP 1 9 PRELIMINARY UTILITY PLAN 15001 WAZEE STREET, SUITE 1-C THENCE TO THE BEGINNING POINT OF A CURVE TO THE LEFT HAVING A RADIUS OF 2440.00 FEET AND A CENTRAL ANGLE OF2333'13" FROM WHICH THE RADIUS POINT BEARS SOUTH 6632'04" WEST, THENCE LEFT ALONG SAID CURVE FOR AN ARC10 PRELIMINARY UTILITY PLAN LENG OF 1003.05 FEET, SAID CURVE HAVING A CHORD BEARING OF NORTH 3514'32" WEST A DISTANCE OF 996.00 FEET; EV0111 PRELIMINARY UTILITY PLAN (303) 446-2368 LENGTHTHENCE TO THE BEGINNING POINT OF A CURVE TO THE LEFT HAVING A RADIUS OF 340.00 FEET AND A CENTRAL ANGLE OFiTE12 PHASING PLAN 1022'42" FROM WHICH THE RADIUS POINT BEARS SOUTH 42'58'52" WEST, THENCE LEFT ALONG SAID CURVE FOR AN ARC E . AVF i XCEL ENERGY: LLI LENGTH OF 61.59 FEET, SAID CURVE HAVING A CHORD BEARING OF NORTH 52'12 29 WEST A DISTANCE OF 61.50 FEET; 2655 NORTH 63RD STREET { NOTES: BOULDER, CO 80301 THENCE NORTH 57'23'50" WEST A DISTANCE OF 124.86 FEET; Qe� THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 225.00 FEET AND A CENTRAL ANGLE OF 53°11'02" FOR AN eJ LONGMONT „ 1. BASIS OF BEARINGS: EAST LINE OF SECTION 16, (303) 245-2274 ARC LENGTH OF 208.85 FEET, SAID CURVE HAVING A CHORD BEARING OF NORTH 83°59'21" WEST A DISTANCE OF 201.43 TOWNSHIP 3 NORTH, RANGE 68 WEST AS DETERMINED BY CONTACT: SANFORD SALYARDS Q Q I- FEET; THE OBSERVED LINE BETWEEN THE E 1/4 CORNER AND NE SECTION CORNER, SAID LINE BEARING NORTH 0'51'42" UNITED POWER: O_ LLJ THENCE TO THE BEGINNING POINT OF A CURVE TO THE RIGHT HAVING A RADIUS OF 540.00 FEET AND A CENTRAL ANGLE OF 18 17 y WEST. P.O. I BOX 929 33°04'54" FROM WHICH HE RADIUS POINT BEARS NORTH 20'34'52" WEST, THENCE RIGHT ALONG SAID CURVE FOR AN ARC S. BRIGHTON, CO 80601 LLJ LENGTHOF 311.79 FEET, SAID CURVE HAVING A CHORD BEARING OF SOUTH85'57'34" WEST A DISTANCE OF 307.47 FEET; (-9 2. BENCHMARK: 5/8" REBAR W/RED PLASTIC CAP (303) 637-1296 to ° MARKED "CONTROL POINT" LYING NORTH OF WELDER ROAD THENCE TO THE BEGINNING POINT OF A CURVE TO THE LEFT HAVING A RADIUS OF 190.00 FEET AND A CENTRAL ANGLE OF o (f) 34°48'55" FROM WHICH THE RADIUS POINT BEARS SOUTH 12°30'01" WEST, THENCE LEFT ALONG SAID CURVE FOR AN ARC k AND 35 FEET WEST OF THE TOWN OF MEAD'S WATER CONTACT: RANDY R. REESE ' TANK. N=1428551.18, E=3236586.73, ELEV.=5088.02, Q LENGTH OF 115.45 FEET, SAID CURVE HAVING A CHORD BEARING OF SOUTH 85'05'34" WEST A DISTANCE OF 113.68 FEET; ® NAVD88 TOWN OF MEAD: Z THENCE SOUTH 67'41'06" WEST A DISTANCE OF 253.19 FEET; 441 THIRD STREET Ct WC RP •72 3. 10' UTILITY EASEMENTS UNLESS OTHERWISE NOTED ARE MEAD, CO 80542 LLJ THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 1770.00 FEET AND A CENTRAL ANGLE OF 10'02'25" FOR AN I GRANTED AND LOCATED ALONG THE FRONT AND REAR LOT (970) 535-4477 Q > ARC LENGTH OF 310.17 FEET, SAID CURVE HAVING A CHORD BEARING OF SOUTH 62'39'54" WEST A DISTANCE OF 309.77 LON GOWAND LINES FOR THE EXCLUSIVE USE OF TELEPHONE, ELECTRIC, _ FEET TO THE WEST LINE OF SAID NORTHWEST QUARTER; GAS, AND CABLE TELEVISION. OTHER UTILITIES SHALL CONTACT: DAN J. DEAN J 0 THENCE ALONG SAID WEST LINE, NORTH 01'3113» WEST A DISTANCE OF 820.47 FEET TO THE SOUTHWEST CORNER OF THAT HAVE RIGHT TO CROSS AT SUBSTANTIALLY RIGHT ANGLES. LITTLE THOMPSON WATER DISTRICT: W 0 CERTAIN TRACT OF LAND DESCRIBED IN DEED RECORDED IN BOOK 1440 UNDER RECEPTION NO. 2387415; ENTITY FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY 22 4. THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL 835 E. HIGHWAY 56 THENCE ALONG THE SOUTH LINE OF SAID TRACT, NORTH 88°38'25" EAST A DISTANCE OF 331.94 FEET TO THE SOUTHEAST BERTHOUD, CO 80513 W Et CORNER OF SAID TRACT; 19 20 RMULUGAN ESERVOIR RESPONSIBILITY THE REVIEWING DEPARTMENT, THE (970) 532-2096 THENCE ALONG THE EAST LINE OF SAID TRACT, NORTH 01°00'00" WEST A DISTANCE OF 644.78 FEET TO THE POINT OF LOCATE ENTITY ENGINEER, OR THE LOCAL ENTITY FOR CONTACT: MICHAEL T. COOK BEGINNING. ACCURACY AND CORRECTNESS OF THE CALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT THE K2 COMMUNICATIONS: THUS DESCRIBED TRACT CONTAINS 181.386 ACRES (7,901,190 SQUARE FEET ) MORE OR LESS, TOGETHER WITH AND QUANTITIES OF ITEMS ARE THE FINAL QUANTITIES 322 MAIN STREET SUBJECT TO ALL EASEMENTS AND RIGHTS-OF-WAY EXISTING AND/OR OF PUBLIC RECORD. SREQUIRED. THE REVIEW SHALL NOT BE CONSTRUED IN ANY MEAD, CO 80542 7 OF THESOCAL ENTITY FORAS EA DITIONALCQUANTITIEOSN OF I ITELITYMS BY (970) 535-6323 HAVE LAID OUT THIS PRELIMINARY PLAT OF THE ABOVE DESCRIBED LAND UNDER THE NAME AND STYLE OF MEAD VILLAGE SHOWN THAT MAY BE REQUIRED DURING THE SUBDIVISION FILING NO. 1, SHOWING THE PROPOSED LOTS, BLOCKS, TRACTS, STREETS, PARKS, OPEN SPACE AND UTILITYCONTACT: GARY R. SHIELDS EASEMENTS ON THE PROPERTY. CONSTRUCTION PHASE. VICINITY MAP CENTURY UNK: THUS DESCRIBED TRACT CONTAINS 181.386 ACRES MORE OR LESS, TOGETHER WITH AND SUBJECT TO ALL EASEMENTS AND 1"=2000' 5325 ZUNI, ROOM 728 RIGHT-OF-WAY EXISTING AND-OR OF PUBLIC RECORD. DENVER, CO 80221 EXECUTED THIS DAY OF 20 A.D. LAND USE SUMMARY TRACT SUMMARY (303) 451-4835 OWNER: WELD DEVELOPMENT COMPANY, LLC. AREA PARKS/OPEN PARKS/OPENSPACE CONTACT: GRETCHEN MEYERETT NAME PERCENTAGE AREA OWNERSHIP\ SPACE CREDIT EXTRA NO CREDIT (ACRES) TRACT NAME USE (ACRES) MAINTENANCE (ACRES) (ACRES) DEVELOPER MICHAEL A. RICHARDSON, MANAGER ROW 29.37 16.2% CERTIFICATE OF APPROVAL BY THE BOARD OF TRUSTEES: WELD DEVELOPMENT LOTS 101.85 56.2% A 2.16 OPEN SPACE METRO DISTRICT 2.16 B 0.32 OPEN SPACE METRO DISTRICT 0.32COMPANY, LLC STATE OF COLORADO ) TRACTS 50.16 27.6% THIS PRELIMINARY PLAT MAP OF ' MEAD VILLAGE SUBDIVISION FILING NO. 1 IS SS. C 1.46 OPEN SPACE METRO DISTRICT 1.46 APPROVED AND ACCEPTED BY RESOLUTION NO. PASSED AND ADOPTED AT THE 200 W. HAMPDEN AVE. COUNTY OF LOT SUMMARY REGULAR MEETING OF THE BOARD OF TRUSTEES OF MEAD, COLORADO, HELD ON SUITE 201 SIZE PERCENTAGE D 0.17 OPEN SPACE METRO DISTRICT 0.17 20 THE APPROVAL OF THE PRELIMINARY PLAT SHALL BE EFFECTIVE FOR ONE '1) YEAR FROM THE THE FORGOING CERTIFICATE OF OWNERSHIP WAS ACKNOWLEDGED BEFORE ME THIS DAY OF A.D. NUMBER OF DATE OF APPROVAL, SAID APPROVAL BECOMING NULL AND VOID IF A FINAL PLAT APPLICATION IS NOT ENGLEWOOD, CO 80110 BY MICHAEL A. RICHARDSON, MANAGER OF WELD DEVELOPMENT COMPANY, LLC, A COLORADO LIMITED LIABILITY COMPANY. LOTS E 1.19 PARK METRO DISTRICT 1.19 SUBMITTED TO THE TOWN WITHIN SAID TIME LIMIT OR ANY EXTENSION GRANTED BY THE BOARD OF TRUSTEES. PHONE: (303) 346-6437 55'X110' 58 14.7% F 0.57 OPEN SPACE METRO DISTRICT 0.57 APPROVAL OF THE PRELIMINARY PLAT DOES NOT RESULT IN THE VESTING OF PROPERTY RIGHTS UNDER TITLE 24, ARTICLE 68, C.R.S., AS AMENDED. CONTACT: MICHAEL WITNESS MY HAND AND OFFICIAL SEAL 65'X110' 273 69.1% G 2.70 OPEN SPACE METRO DISTRICT 2.70 RICHARDSON 75'X110' 64 16.2% H 0.15 OPEN SPACE METRO DISTRICT 0.15 MAYOR NOTARY PUBLIC TOTAL 395 100% I 0.54 OPEN SPACE METRO DISTRICT 0.54 ATTEST: AVERAGE SIZE LOT AREA = 8100.66 SF. * MY COMMISSION EXPIRES: J 4.17 RECREATIONAL TOWN OF CENTER/OPEN SPACE MEAD/METRO 4.17 TOWN CLERK P e a (CALCULATION DOES NOT INCLUDE LOT 1 DISTRICT LIENHOLDER: OF PHASE 6) l/ K 7.32 NEIGHBORHOOD PARK TOWN OF MEAD 7.32 RECORDER'S CERTIFICATE; JKRSR, LLC, LIENHOLDER L 2.92 OPEN SPACE METRO DISTRICT 2.92 Civil Consultants THIS PRELIMINARY PLAT WAS FILED FOR RECORD IN THE OFFICE OF THE COUNTY CLERK AND ROW TO BE RECORDER OF WELD COUNTY AT O'CLOCK M., ON THE DAY OF 200 W. HAMPDEN AVE., SUITE 200 M 3.23 DEDICATED TOWN OF MEAD A.D., 20 , IN THE BOOK PAGE, ENGLEWOOD, COLORADO 80110 BY: JOHN K. RICHARDSON, MANGER N 0.07 OPEN SPACE METRO DISTRICT 0.07 MAP RECEPTION NO. . PH: 720.855.3859 0 0.09 OPEN SPACE METRO DISTRICT 0.09 WELD COUNTY CLERK AND RECORDER FAX: 720.528.8167 CONTACT: JEFF FRENCH STATE OF NEW MEXICO )) P 0.20 OPEN SPACE METRO DISTRICT 0.20 )SS. Q 0.22 OPEN SPACE METRO DISTRICT 0.22 BY: COUNTY OF )) DEPUTY R 0.50 OPEN SPACE METRO DISTRICT 0.50 THE FORGOING CERTIFICATE OF OWNERSHIP WAS ACKNOWLEDGED BEFORE ME THIS DAY OF A.D. S 1.50 OPEN SPACE METRO DISTRICT 1.50 SURVEYING CERTIFICATE; BY JOHN K RICHARDSON AS MANAGER OF JKRSR, LLC, A COLORADO LIMITED LIABILITY COMPANY T 1.08 PARK METRO DISTRICT 1.08 I, L. KELLEY STEVENSON, A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF a COLORADO, DO HEREBY CERTIFY THAT THE PRELIMINARY PLAT MAP SHOWN HEREON IS A o WITNESS MY HAND AND OFFICIAL SEAL U 2.99 OPEN SPACE METRO DISTRICT 2.99 CORRECT DELINEATION OF THE ABOVE DESCRIBED PARCEL OF LAND. N V 0.61 OPEN SPACE METRO DISTRICT 0.61 I FURTHER CERTIFY THAT THIS PRIMARY PLAT MAP AND LEGAL DESCRIPTION WERE PREPARED °' WATER QUALITY UNDER MY PERSONAL SUPERVISION AND IN ACCORD WITH APPLICABLE STATE OF COLORADO NOTARY PUBLIC W 6.07 POND\DRAINAGE\ METRO DISTRICT 6.07 REQUIREMENTS ON THIS 31ST. DAY OF OCTOBER, 2013. rt L. MY COMMISSION EXPIRES: DRAINAGE EASEMENT i O X 7.87 EXISTING DITCH ROW METRO DISTRICT 7.87 PL A N S U N Q'E R DATE: 12/18/13 C Y 0.33 OPEN SPACE METRO DISTRICT 0.16 (1/2 0.17 JOB NO: 10.55 PLANNING COMMISSION CERTIFICATE: CREDIT) �I� VJ EfV ' DRAWN BY: RF o REVIEWED BY THE MEAD PLANNING COMMISSION THIS DAY OF 20 . Z 1.17 OPEN SPACE METRO DISTRICT 1.17 �_ .OT-FOF81 ® APPROVED: ROW TO BE AA 0.56 DEDICATED TOWN OF MEAD CONSTRUCT $ ) CADD FILE: w CHAIRMAN TOTAL 50.16 39.97 6.40 ATTEST: * RECREATION CENTER LAYOUT SHOWN HEREON IS CONCEPTUAL. FINAL DESIGN AND TIMING OF COLORADO REGISTERED PROFESSIONAL LAND SURVEYOR Know what's below. 1 x L. KELLEY STEVENSON,PLANNING COMMISSION SECRETARY CONSTRUCTION WILL BE DETERMINED AT A LATER DATE BY THE TOWN OF MEAD. FOR AND ON THE BEHALS 38231 F OF PEAK CIVIL CONSULTANTS Cali before you dig. m It Q G 0 H 2 e v v ° h h R k c Z O A H'ELKER!LEAVE- 5 r _ _ _ _ HCLKFA AkENUE I cr \ o / A / - yQ' MEAD O • �'IF , SCHOOLTARY eu rNr7 yE I J Ir' 4 NIGH ---- S a e `.r-� ��,, Z m � rr 'i I I I I I I I I I I I .G/EAO a/LULL- �i� SCHOOL 1 I AIIRFL AI FN AVE. _ I IL, I F t t / - - I C I o I E ' �IERRYVAII-ClIsci E O I- - I- QQz 7 1 - -E t CL Q 00 , 2 ILL A C I * l r _ _ O I� y3 E 0 CL \ / / // ete Q.7.. E W �► LLJ / O LL o \ . \ SE\ r r -of r MARIPOSA CT. -:I I `\ N I r I N 0m Z /I/ DEVELOPER 8 I WELD COMPANYO LL 200 W. HAMPDEN AVE. SUITE 201 . , L . , _`----"I ENGLEWOOD, CO 80110 IR. 200 0 200 400 PHONE: (303) 346-6437 t = = CONTACT: MICHAEL ( IN FEET ) RICHARDSON 1 inch = 200 ft. / 100.0' RIGHT-OF-WAY / / 68.0' RIGHT-OF-WAY / / 54.0' RIGHT-OF-WAY / Pea / 54.0' FL-FL / / 36.0' FL-FL / / 34.0' FL-FL Civil Consultants 8.0' 6.0' 12.0' 12.0' 6.0' 8.0' 11.0' 7.0' 11.0' 11.0' 7.0' 11.0' 5.1' 6.0' 11.0' 11.0' 6.0' 5.1' 200 W. HAMPDEN AVE., SUITE 200 18.0' 8.0' 5.0' 5.0' 4.0' 4.0' 8.0' SPARK—'PED Sc DRIVING ' DRIVING PED &" PARKS X6.5 ' PARK ' PED & DRIVING DRIVING PED & ' PARK ' ' PARK�'PED & DRIVING DRIVING PED &'PARK ENGLEWOOD, COLORADO 80110 X6.5' SIDEWALK. WAY PARK LANE MEDIAN LANE PARK WAY SIDEWALK SIDEWALK WAY PARK LANE LANE PARK WAY SIDEWALK SIDEWALK WAY PARK LANE LANE PARK WAY SIDEWALK PH: 720.855.3859 0.5'�f Q -{/—0.5' -/-e-0.5' FAX: 720.528.8167 2% 2% 2% 2% 2% 2% 2% 2% 2% +�11 2% 2% 11-, CONTACT: JEFF FRENCH ® �T � a VERTICAL CURB WELKER AVENUE VERTICAL CURB VERTICAL CURB r 4" MOUNTABLE Sc GUTTER MINOR COLLECTOR LOCAL RESIDENTIAL SECTION A-A & GUTTER (TYP.) Sc GUTTER CURB Sc GUTTER ( ') N.T.S. SECTION C-C SECTION E-E N.T.S. N.T.S. FR / 78.0' RIGHT-OF-WAY ' " 50.0' FL-FL 64.0' RIGHT-OF-WAY 8.5' 16.0' 16.0' 8.5' 6 5' ' 42.0' FL-FL ' „ 5.0 / PARK-I/ DRIVING 18'0 / DRIVING '-PARK ' 5'0 4'0 / ' PARK-" 16.0' 16.0' 6.5' SIDEWALK WAY LANE MEDIAN LANE WAY SIDEWALK SIDEWALK / DRIVING / 10.0 / DRIVING ' PARK 4.0 WAY SIDEWALK LANE MEDIAN LANE WAY 0.5'----/- 1-/-0.5' +�0.5'2% 2% 2% 2% s�0.5' 0.5'-/t Q 10.5' 0.5' o DATE: 12/18/13 w 2% 2% 2% 2% Lt VERTICAL CURB MINOR COLLECTOR W/MEDIAN VERTICAL CURB • 8I JOB NO: 10.55 & GUTTER NO PARKING & GUTTER VERTICAL CURB VERTICAL CURB DRAWN BY: RF & GUTTER ScGUTTER 1 SECTION B-B *' N.T.S. LOCAL RESIDENTIAL W/MEDIAN APPROVED: w NO PARKING CADD FILE: SECTION D-D " N.T.S. Know what's below. 2 x Call before you dig. LEGEND r 10'(SMrI PROPERTY BOUNDARY m � (TTP) PROPOSED RIGHT-OF-WAY 20' SETBACK) EXISTING RIGHT-OF-WAY L W REAR PROPOSED LOT LINE 7.5' SETBACK 7.5' SETBACK SIDE 51 °E EXISTING LOT LINE SETBACKST PROPOSED CURB & GUTTER 20' TURE ,°' MUill. 23' SETBACK P.)GARAGE EXISTING EOA SETBA ROW PROPOSED SIDEWALK z rri - - EXISTING SECTION LINE • J N 4, i I # 1 5 PROPOSED EASEMENT w SIDEWALK cr NOTE: ALL Lon ADJACENT To STREET ROW SHALL EXISTING EASEMENT HAVE 15'SIDE SETBACKS TYPICAL COT KTAII OT PROPOSED BLOCK NUMBER 100 0 100 200 N.T.S ( IN FEET ) 1 inch = 100 ft. KEYMAP z N.T.S. N 1/4 CORNER SEC. 18 as,, FOUND 1 1/2'ALUM. CAP WELD COUNTY ,aicRacca,vaRrccLevurz�uecRCEn /en'44 P�Ps3> w '•°•"Pa""„a'^fc NW 1/4 CORNER SEC. 18 Ear Z 0 N I N G—A ;ZiaFOUND Y AURA. CAP IN LS POI 60'ROA, NT pB982 /RK 66 PG 2�a> I �\ /VS crTn2rz CZ C' 5�• ' ", T f- cy ,no TRACTM L ROW _ _ ® TRACT M I I nt,. ROW } 1159.30• _ —_az of—— TRACT M _ -- °=uTL -- -- ---- --- .m 12 00' _—�. -- -- kC7=�---- ESMT TRAIL 39.1E 3,23 AP .. I ` _ 20.35' 1 39,27 ---- (TO BE DEDICATED) OPEN 29.41WAC 10.00' �(10�W' • 132.97'� ,7 Bow �� 24' 10.00' 0.00' i- 56.To BE DEDICATED) C—i 58.33' •.33' I .00' 58. 56.33' J 65.00' 65.00' 65.00' 1E 10.00' C 56.34' 58.32' •.33' 65.00' ` "65.00' `65.35' 1782 �I I'1 I -:,33' 56. 58.33' _ of no = s! s' s: a ≤• jx C reow a. F. u> s. :8 y, m y. s. a S, < < r in g •d n' 22 �: u; °' 18 0, 17 18 Kt 15 •�' ?q ' 13 L 12 11 10 9 8 •a• P7 11,100 S.F. .^J 5 8,080 S.F. 8.080 S.F. 8.080 S.F. 7,410 S.F. 7,349 S.F. 7.024 S.F. 'oy ■ 21 20 19 6,992 S.F. ,986 S.f. 6,982 SF. 7,421 SF. to' UTIL. 12, 4 S.F. W P+2RT�A+ 7xomEr z3 6,015 S.F. 6,418 S.F. 6,419 S.F. 117,178 S.F. 6,113 S.F. 6,426 S.f. ti,429 S.F. 10' UTIL - ESMT ESMT_ - 3.32' (TYP.) L=106.81' e'U 1U.4T1 [Tva) _ 675- R=68.00' SEE LANDSCAPE NS) X2-82 •�,. - -56.33' 36.33' SB:33r x.33' 6`SOOr -65 6' -6800'- -85II0 a. 4�� ) #,94 090'00'00" s. f_ ( ) 58.53 ^'+•N S - .33' 3633' II o,�., 5g.33� -5� 4 W S883825"W 870.47' p, 41 bSj 4 s' �� HIGHLAND CL —$' f' 5. 11. 4 S.F. SIDEw L / en 404.26' Pilm/C/a 11 18 �= 4'S,q. Ni'21'35'W� 466.21' / TRAIL EA M R°,6 -14.68' _.1, L,,, _ 'f Y� B Q .,C•' 4 5'1.50'---67.56'---SZOfi---87.0"7'--_67,06'--34.00 :.\ I —b6.80� —58.80'— 55.801— _ x +y 4 9S' 56.80_ -Milt 50.001 �O ✓ORGENsav N1"21'35"W �� ; �/ L.'.`^.' cn `LJ.5g" ESMT I — �' 3 •1I 2 �NIL �> �I I 6' trot, �0 p 7 8 9 10 11 12 8,989 s.F. o f� y'> 28 29 30 31 32 m ; I3EI55 S,F. • 8,046 SF. 8.002 S.F.+ 8.002 S.F.• 8,002 S.F.-' 8.588 S.F. I WELD COUNTY Y 18, of 19.20'. J 28 27 a Ii,777 S.F. £3,777 S.F. 13.777 SF. !7.777 S.F. 7,707 S.F{ Ni, I' • ,a unL. - 2•L10• oau�o a!7auRa caRmczL sMr 1� 17.73' 7155 SF. :1,071 S. t q 0 Si ZONING—A 8 if Cv; ' 0 UTIL. u> p .. p O 3f r W !AD. N 1'/^�rr// ESMT -- y N N — .. i i 2040' 14...37' I..L 1n' UTI lli: L � z4 z5 EI <P Vrr'J �N —lV — —� —� ^➢-- — ---- 5 I 2 1 1 ��111 10,052 S.F. 7,023 SF. 8L u� _ ,' 0 S.F. �L \\ rm) ,o "1� ' ' 87.31' --�ZOg' LbZ06_I — GZ06=_--_7S.OD'—\ N 94�� S `\ n. D- 76,5E— ea .1 ESMT i+ w i+ �' 4 i ii ra �a (T3 pi z •i Wow O F L m / z .1 _ —ov oy�: a f1.g • as u≥ eo / `�= —250 00 7.88 a. C\ a A W T36 N n; N ocry� 1 x=255 s • ,i f. 2 4 4 ct \\ C` ,�,� 3g 37 38 36 34 33 R w 8,885 S.F. 8,016 S,F. 8,002 S.F. 8,002 S.F. 7,980 S.F. 8,619 S.FI 510' S F \ \ g1• °�0 3P 7,425 S.F. 6,7&3 S.f. 17,777 S.F. £3,777 SF. t3,077 S.F. 7,707 SFI I" 'ry ,Q u�m�✓ac..-cw srraeEar I 40 - . _• ( ) ^3-� 20._"• ��rJ 10,389 L=196.03' y, s 7,252 S.F. ESMT I R=250.57 •0 ^,^,,. T� Ta.60 g2.�a iuo9' __a vv • 8.125 S.F. _ _ �/dile5600' 67.1$ _ —57.08'— _—87.08—4657 — (�J t1.8 < _I LLB 044'49'33" - -3S.6�' -56.8 38.8 $6.8U -51SUD` \\ 4: , NLa LEE, NE 1/4. SEC. I8 I I + LAUREL(ilEll AVE H0054'1o'W-2885.88' 1 1 1 i�:�' 88838'25'W 860.39' CR( AN O z 4:>. 0 8' CONCRETE A f o 472.26' • •_' ^ '� OSSPAN 27400' 47226' ILYL N47'47'20` 59 z4ao' 920. 5pcit X8.14'_ 7'T g " al 116.93' c' tiO3 ar 194_.6=�Tc"nr�� -- — _ X358' 2S56� S1'o7 44 E 17.37' OPEN SPACE $3; 23.58' OPEN SPACE 0 3 AC. h.� S'98,. •eb' Q06 24.88' N �t20.00' 0.17 AC. �' ^^ .g• .^.2C' 56.8-4' 3^o as n3 i l tarFOUND g5 REBAR W/TtED LOT 1 rz c56 --� a 11C.L`^' 110.^0' 1 11.....0' 14.9•F •°•5.76• / vusnc Cnv. xAMILmNc o� 10.72' o' a t„ LS 18982, N88'4539'E, 29.29 AC. d rn 07 17 O 1 °' �T114 4 1 11,112 SF. /il 1288'FR(MI CORNER / O cn 3 1 �1 o 81 6.088 S.F. 7,348 S.F. W w 7222 S.F. S soewALu 8,547 S.F. 1 / ® / 7,818 S.F. �'� h y1 < ,y �+✓ o q rn ESMT ,o' unl. /`8i I '�• / 'u a 110.x' ii0vi+ rTra? 00' ,a' uTIl. ESMT . Flo,47 S. +°/ o / m + ESMT (Twj =1 oa.34' °j'' / • �� v / TRACT E 18 (TrP.) R=250.00' lTg�q, / N88+38+25"E 331,94 PART y s,oga s.F. 2 o 13 9'47 °' .T( 4 41 / Ji / 1.19 AC. r m' 7,222 S.F. z E:MT 1'' / 7,348 S,F. _ I'f TRACT C v EXISTING ZONING: HIGHWAY COMMERCIAL (HC) / 6.958 S.F. / y i °� oPEN SPACE 7,z4a s.F z I / /, j `„ _ ..00„ I ,," b. .. 7 9,319 S.F. • / m`° I- 7703j h oo, / IN sz O✓I 15 iGn iiv.w C C ., ,., 1.46 AC. rp$ . .CO. /'� Q{ 4 54' LLI LLI Roeo✓GOAT _al - ,(VPTl I 2- Treat m 8.088 S.F. Nf 1 PM 3 reow , / 3 /44 / "�.M, r TRACT F EMT a' PI 12 / 7,150 SF. W / ^ I OPEN SPACE le, I I E �+ 7,222 S.F. S o 0.57 AC. co h i C 11.^..00' 14 7,348 S.F. S °i� �'C'W �i N M� 3.88' ,a' uTl. a w 14 I ii0.vv I p$Q ^,,,, / N / 3 2N Iy� ,°' uTl ^, 8.086 S.F. ++ 3E ,,....... g@/ / 8.888 S.F. ( 1/ ESMT) n 1^•422' v `3 1 ESMT s to �IL. ++ 11 7,160 S,F. ! n ��. ; Tm rr (Tvv.) I 1 — ESMT f 8,301 S.F. v u I 110.0.0' En i )4 ic 7.222 S.F. ;f ii0 2 mr v / ':O� Row / o, 7.348 S.F. R 1 In 0.0, Lho' 0, I / Exa'r. iiv.w rd M 13 TivAO I16.90 / �� 8,877 SF. $ // DEVELOPER _ ESMT 11000' 18.aU' S sc'aom o� --�28 -. �T.^...^,0- (-TL 6,088 S.F. Pf a L. 4 /R.,r zec Ps Tsv -' 1 I 5 .. 10 co 7.577 S.F. ma / ee es ac z�av 8,248 SF 8.049 S.F. OI 6.049 S.F. S -) 110.c0' c • 7.622 SF. / ) �� 6, D KTIL 7,400 5.F. 13.90' / WELD DEVELOPMENT ESMT. I• n L=77.35 / 7u"'.o'i, l^7 / °' TIL / iiv.v� fT�1 —I ,iv.vv 12 F=250.00' t 21.36' '� T ?e5. a ` ' P COMPANY LLC I 1„III i ' (III 1176 I o' nL _ 6,801 S.F. a., 0=1743'35" 31 777.77 / �3 2 ES T 36,$2'- btl L=130.65' 5 / ,v�uRrx was c�svaw w1 5 8,178 SF. NS R=250 ry'/ V 6,237 S.F. d. R w 27 �^i 8,054 S.F. ( .) l 4;97' ^^ 8,, I I sl 12.89' R=300.00'— �/ 8,180 S.F. $ / / x 08" 200 W. HAMPDEN AVE. 709.80' I• !G.51' P :21.73' M 9 h s' I w5.2» 11 s �" �\ 6 I'° ^+.0.ar SUITE 201 7,683 SF. � I s. w• K / T4.31'r 11' I 1� �'1 7.104 S.F. \ 7,594 S.F. \yr o I w '•• SF P 6 �I ss8' 26 3 5 o N ^`^" I e1 6 „ ENGLEWOOD, CO 80110 �b O ;rs. ; �I 8,161 SF. PHONE: (303) 346-6437 od 8,470 SF. $ N 8,247 S F. 1 s t I 'as 1/4 WELD COUNTY 41 m gi 7,286 s.F. �� gig; yti�Y O4 n0 S. � 2b o uL7z' D e l ZONING A 5.gi \ o 10 66 fib, a3 e,olas.F. I� CONTACT: MICHAEL 77.70' 51.09' o. \ 7,798 SF. c° 7,390 S.F. 2:5a•.- 5.!O' iv9.i� `" > I•" A cw -AT N- .\ -21,67' '14,5✓)' 40.50 +A ' i 1••' " v Iz m 7 1 25 4 \ of A yg¢O' 7,779 5.F. \ 60.6J� . 9'w•Q',� 40.20 N 0, o _ to S RICHARDSON 1 I „ \g . ' 10.50' \ o . 8,721 SF. TrnN` 6,252 S,F, \ ,,, TRACT AA t 7,668 S,F. - - W ROW iii. 1 \ +•S ',0'• \� g7.�� 86 d 47' r" - m i� ap ,� Y O 21.78' - e CHWNEY ROCK WAV 0.56 A0 g \ \ per• - \ o ,;nl. '' ( 8,919 S.F. °�s. f -::. 92 rn •f n W TRAIL 1 8 r' i1�•"' p�-- ESMT V 'T 9 3627 588'4455 W 18778' 5:"' I� �� -` \ .24.88' �sy" 54 PI 6.772 S.F. A ,d (Tva_) V A ` 17.:2' a6 00 6 �� .ran. - , ro w pp I V ,N. \ 24 C U/ 5 V 64 • . ,/I' 58 500 0, , , 9 _GSRr:�S arri � w N I P 2.a' �� 7,482 S.F. 7.820 SF.�• SEW SF. R 2'.T,' �C.20' 55.!761 4.55' ��g�� m ° a t56:rB \ \o N\ \ .e° 'c 23.86' " � ,79065 m 4' , , 5.1� 2,49, I S .4 I p 44 ea l/ O ..'.,- - c \�` \ �` J '\.i_ , ` , �0� 0 4.9.55' 74 do-, 1 to \ w RaRRaRa r, nmcv 4• D TCHC ROW Y \ 6.766 S.F. \ b 23 �i1.•`e'� 6 \ � �, �ti CROSSPAN a I,F }� 1 S . 9 ^+,G• 20 'b9' 0� tY CONCRETE / 9,176 SF. I 8,791 S,F, 63 \ \ 7.87 AC. t°i -; 1 7,482 S.F.. �. ,..P L s' i•. I 0 ZQ .,. .� •�A \v, N 3 7,239 SF. \ d `a' 0C Ny slDewAlK TRACT I n� �4ro0• iia'.-•• A 'PP I\ ♦,. '+�a' a �� >V .;v O i• `�s v0 i OPEN SPACE N / / 0v A V �IVI� �OnSVOtanli y� A 8 \ L=123.7', p.0�0 '�� V 10 At° ``a�\ ;r.p.•� 7 A �^ �`5 yq�� 5�� '`'Q� 0.64 AC. / R 240.00— zo' IRRIGAnoK 18.24' \� A o 6,771 S.F. o' uTL. az9°3249 23.30' 200 W. HAMPDEN AVE. SUITE 200 6 5' P 6 V 7,814 SF. \\ 7,199 SF., a� 9 23.56 e 3 X \ eti Pi Oi 5, A . v ESMr s (TVP) / v L=20866+ TRAcr c � y. O P.j a3g3 s.F. 2 �,. ENGLEWOOD, COLORADO 80110 1 18.30' \ s .<.U' ,e\ eo. °j^ 7 \ ,o' uT� '-4.;• 4° 6,482 S,F. & .4`. \ �� e . EN SPA• 3 '� ICEwA \ 10,261 SF. ?o �' Ar b b. \ PH: 720.855.3859 500 o Ac. v 4. tr rpT e" "' „ FAX: 720.528.8167 L.=1N5,45' ti 53'11'02 c2a' 11 21 :�' s �s �'� ,°' DTIL °� ( .)�� RS5¢0. \ 8,207 S.F. ^ Rm'�'00 " L�3f1.79' "� : • V 7.719 S.F. 7.994 S.F. A + ESMT J 7,580 S.F. 7,430 S.F. ESMT .i' v7 3 ,° unL. \ \ CONTACT: JEFF FRENCH y54.48'55 Q9'33'0 {`v� 12.41. j Uti TRACT H V ! V / °.77,C. / ,(Tw) \\ P" ,rr�rziAm eEOTs V.10. m.. Via- •:A°' v 3 —oPEN15 A�ACE `�A 4s .� `' , •. '� F \ 12 \ Q`o0 ^rte 0'fp� 12,698 SF. / ,+e 0 / \ �O ."�� L=10467 / 4 / \ + E \ 7,619 S.F. \ \ \ Jy, ,�. x �, �\ V 7,493 SF. A /-23'59'17" / 7'507 S,F. 4 p1 �3 a 9 R=250.00' £ -ACT L gT 19 srA>£cE coraRAoo "O •U• e. 20 /s; ,e sg f 7.149 3.F. .-a SPACE \ N 253' �ea, \ 7,150 S.F. 9e ar �R°w a� 92 AC. A ESMT \ V 9 , A / A 13 0 (Ty .) �s {.U' 'gym. 46 / $ ,,� ,�' NNN c^ 7,661 S.F. OCMM Qj. •` A 8,736 S.F. y'T v• / /88 16Zx re Woma�3 L=81,59+ R=340,00+ TRAIL vv `8'v ` 19• 47 8.74' it �� 7.150 sF. o N9tUgM �Q� U• 7,494 S.F., �10�2 42 v 7.150 S.F. ,i B o 23.58' Q< �� v I a. R� .g'f \ o Q '\`O, ,o UTLki. x w $61. >'br"A l /`off v '7C,� 4? B' 59� '��I m �,� .8' `lW S,? 'A ,.P. A ESMT 42' . .�' aY s0.' �.' TBaL '6� / d �x o� 18 qe(T P.) mss, s"e a Rj 6 90 n 1• �'�0D ' 7,467 S.F. `sw;��i^ V 7.150 S.F. A\ 7.872 S.F., �e + T; D .:� v / / i • S 7,149 S.F. ,�0 / 8,249 S.F. F WELD COUNTY No, � ?• \ 49 Z `0' i^. ��,s�DEwnLK,o'� m cn ��'. +S?w, qd '+ a ZONING—A 7,480 S.F. A UTIL. 7,150 S.F. A d CROSSPAN 8.250 S.F. tiT� 11 V 17 g CONCRETE 18 v 15 `�" 9,182 SF. ; 23.58' ESMT. A y /j / h 7 T V / 1 a I Up3 P. RS,� / 7.150 S.F. $ %'� ! r,`3 J 4,8�'. 1 )0,18 ea,a st> 10.4132 S.F. �w / yWY 8' ,, e� �• '�a �'ij� 8-1- DATE: 12/18/13 1III v 16 K, 7.340 S.F. /�' q 15 0� o � JOB N0: 10.55 w 7,480 S.F. N 7,148 S.F. A / hw ,� s . �• DRAWN BY: RF rr TRACT \ 8'CONCRETE '4 5 ti 20.35' Sg / 8,895 S. . & Ts 'Fa 1111 OPEN SPACE ,. .O• •� ;°+• 4_, 001406 AN i 0.33 Ac. 6,00z sF. �� A /� g ea NAM 66, as7 ® APPROVED: El SEE SHEET 5 _ CADD FILE:ww in Know what's below. 3 x Call before you dig. LEGEND °SMrIL PROPERTY BOUNDARY i .�� m � (TrP.i PROPOSED RIGHT-OF-WAY 2D' SETBACK] EXISTING RIGHT-OF-WAY1 H L ao 7.5' SETBACK REAR 7.5' SETBACK PROPOSED LOT LINE DE 51 DE EXISTING LOT LINE - , , , , , , , , , , , T PROPOSED CURB & GUTTER STRUCTURE °' DTIL MT 23' SETBACK P.) EXISTING EOA GARAGE Row PROPOSED SIDEWALK z I /-i - - EXISTING SECTION LINE N J PROPOSED EASEMENT w SIDEWALK NOTE: ALL LOTS ADJACENT TO STREET ROW SNAU- EXISTING EASEMENT Cr HAVE 15'SIDE SETBACKS TYPICAL EOT OFTAB Di PROPOSED BLOCK NUMBER 100 o 100 200 N.T.S. ( IN FEET ) 1 inch = 100 ft. KEYMAP z N.T.S. WELD COUNTY ^ eo Par ZONING SF-4 N 1/4 CORNER SEC. 18 (6"r e4 ac 7.73/ FOUND 1 1 ALUM. CAP e 4' t _— —_ — _ — _ _ — — — — -- 7-- . ri' ll- F-4......aniii, SI 1159.30' _ --- "214'- 92' _ __ 318.82 g. _ ---------- —L ESMT L--- 39.27 7.D ROW (SIDEWALK - ESMT TRAIL 39.19' (TO BE DEDICATED)v OPEN SPACE 10.00' _ mu) `�— t 29.41 AC. 10.00' —10.00' `- 132.97 18. 11 tI I 65.00' 65.00' ` . 65.00' i 65.00' 65.00' `6$.35' - 24' ` 1LLI ¢r 56.34'1a,56.331 b �; c `L; o u cn 6 ,A�?' i{ HIIIII II 7e II @ �L cL 12 11 10 y 8 7 11,100 S.F. ;> 5 I Row II II 14 13 8,060 S.F. 8,060 S.F. 8,060 S.F. 7,410 S.F. 7.349 S.F. 7,024 S.F. �n°i' 12, 4 S.F. I • 6,419 S.F. 0,421 S.F. 1G' unL g s' EL CD —JRECREALCENTER _ 1-- '- 33' BT66— —85,06 X500'- 65,004t1: ( 1 d=90°00'00" II �••A 58838'25"W 87D 4/ ren a IX fLE- 404 d 4 CL r� .26' w'- - 11,434 S.F. /��/ 2 E L // .6610 RAIL - •u -43.6ti 10' unL. n.o' d 1,,.,.. ♦- /' j th .,.w- m ESMT '{1' � � • � iri Ih �� ( _ . 7 8 (T9) 10 11 12 �I n 8.989�sF.O $ S — --_IL _ o Ct 0_ 32 I z — ----� 707 S.I°{ ti ('3.855 S.F. 8.046 S.F. 8,002 S.F. 8002 S.F. 8.002 S.F.F + 8,588 5E. 2 ,,n - b `, . i � • H r i `� Po esMTIL of of (`? ,05.•7 040.90' II I IDPp Z I— • S� 7.a 7.s 67 31' T P u i 20.40 ao ≥ o) N ---it N -- 5 2 it 1B WELD COUNTY Row 9,496 S.F. 13 VIII i-i �1 7.o N N G RST 4 ---_87.06' L ESMT. --67.06'----75.00'-1 AI ,B a0' 1D' um o i i-C 1W �-' u L ESMT 6i + N 1 145.510 N I I I I sID10' I I ai t> (TYP.) to j L=63169] t'RRREEECREARCN CENTER LAYOUT �_1r _I L _ �, i i N n ' "'• 1 ,� R=2so�o'•, Z85' a ioxN HEAEON Is TUA� (� it 5 ' 6 5 4 3 2 1 0-250 C AL DESIGN AND TININD OF —T� 17 ,7073 S.F1 R w 3,885 S.F. 8.016 S.F. 8.002 S.F. 8.002 S.F. 7,980 S.F. 8,619 S.F. N q 1 1 DETERMINED A LATER DA7 Iif I3Y p THE RTOWNMIN OF MEAD. Q 2368' m '6.10' 10.38$ S.F. ri 1'r! I I ILLI ('v ____. ...._ -1a.ou l e 67.10 iu.8a 1�, L=7.13.33' 23.5.r __s __ ..,.or —G&W---67.68'-- -37.16`- --67.oer— 4€57'- 4� ;:Re -._ ,_ft L I � If +r 0 24281fi" L /8 CONCRETE LAUREL GLEN AVE T LINE. NE 1/4, SEC.18irm I L. I S88'38'25'W 860.39' 110 "11'10'W-2855.98' I L 0 47 I 472.26' ••.' -- S1'o7 44 E Ill � 17.37 OPENrra_ CE' 83' 8' 286 n. I 23.36 --- 47 . 0.3 . / 2R,9.r' •a . C' .,.,.,,h' .3.23 4d 3 / n l ,. ----J 1 —= M• - 1 11^..40' :J © 14.9.4 . .5.>6'/ °' / ___ ----L �— — N 07 N 14 _ ' 1 1 ;I 0 / / N7728'59nW y,.�S.F P' Arn, 7222 S.F. a SIDEWALK 8.547 SF. '7 N/ 1 / 66i5' I111 �SD' GTIL /W nl11,112 ^t n I I I 20' DRAINAGE - FOUND/3 REBAR W/YELLOW M .._r, ESMT. 1D' uTL. - l / �' / / N7T26'59"w I I_ ESMT. END. REBAR 2G' DRAINAGE PLASTIC CAP, FOYER LS 1 rv.vv 1°' MT. ESMT 'i�i° 89.28' (TYP.) I I H ESMT 11138x, N24'10'30'W.0.30' ESMT (TVP) =108 3v / TYP FROM CORNER 0, 110.60' w' > 58875'28`W 1482.44' It W m (TVP.) R=25ao0� ./ "0w / / --�__ slDewALK • it W r 'o 13 / a=82=426563'4°72:-- 24'49 4 / o' _TIL / L_ ---- : S.F. g. m 7.222 SF fn TRACT C ,6 E:MT // •v / s — 1 OPEN SPACE ./ ..248 S.F. a P 2 / / IDEWALK 2o.o'oircPG JP( ------ i 1.46 AC. ^• , eK 2133 PG�s1 —as=U+W W M aRAGP 2-------- (TO SEaczoc2ATE41 ESMT. -1 4. W ,0ii „^ +'�M. ,.a� { 9,319 S.F. N`3 / S OPEN SPACE 1.17 AC. TVP. Vl 0 Row a1 3 / R. / / \\ 52.96' 65.00' -35,00_ 65.00- -85.00'_ --65.00' . 65.00 __65.00!_____:65.00'i 12 P o 0- `-�1'� ms's sa' - vel 7.222 S.F. &1 / 7.150 S.F. b / %'6 ; ,o/ / 4'34' - c, c• 'coo (3 10 unL ' •OO• o c o 0 0 3 S.F. °� / i0<h:• Fo� y �� 3 N II P. 9„ p' +: �_ E: � '. < • c c= c= c= ft O, 56 55 54 .531 52 51 50 49 48 _l- ESMT .O'v' „O.CO , 4 // ,r 8,668 S.F. / TRAIL ' 57 7,277 S.F. 7.150 S.F. 7,150 S.F. 7.150 S.F. 7,150 S.F. 7.150 SF. 7,150 S.F. 7.150 SF. 7,150 S.FJ (TrP.) G `#• / '�� 7,795 S.F. b, 11 / 7.150 S.F. L o gym' s C / TRACT K v 58 a CONCRETE _—_ Cn,5GMr ce +13 22.18' DEVELOPER 4 .4,,,,' NEIGHBORHOOD PARK 7,607 5.Fo . kAR'FS eoo'Ro� WELD DEVELOPMENT Ay 7 222 S.F. $ ii ¢ e,� W e'v® ', 7.795 S.F. .. r CROSSPAN S.F. °i f! q M o' ,Y / 7.32 AC. •o_A YI R=68.00' aarc�av 1 / ro 17577 S.F. / �� y,• a'a 4 62,08� 65.00'- 5888 a'•W 6600�� 856 �85.0b'---85.T1O —58.08— _-6b.bi1 '. R):18086 0831: cacars>Faw 59 3 BK 22�PG 96& COMPANY, LLC ID-1 03. I S.F. ti EXISTING ZONING: WELD COUNTY RESIDENTIAL D UIIL a90 00O" µFpRYYALE qq, BK 294 PG 92J ' y°/ 5 16.93'♦ ,\r,, / 8.677 S.F. a� / �� , 4 ESMr •1,� \ SINGLE FAMILY DISTRICT (RSF 4) 105 06.00' s W iu. 4.00 200 W. HAMPDEN AVE. 2 S.F. / ( 4a 50 0 7,499 13.90' / / D= \ L-77.35 i6%6i. 4, , 0' TIL / _ 5' • 0000 i 95.00' ✓� }> 7 A 03.00 _ 6900- 64 SUITE 201 if 250.00'. N� N 21.38' /� ''�u^, /7 :MT 2 67.bI1---SJ.5Q_ I�6•�6'�--- AO A v / m / SIDEWALK P- yr :73.06 7°43'35' e I it i.ii / '• g0 87%� — ?x cc• I I L 137 ssaa s 1 so ENGLEW(OOD, CO 80110 y,1 1289' R 300 00- M / 8,180 S.F. $ / / / / v �� ESMT _ - 7,851 S.F. 7,851 S.F. 18 TRACT W s» e I g 16 y 7,614 s.F. I PHONE: 303 346-6437 � A-24'57'08" `hG a' Try 1 gl 7,926 S.F. 19 M> O� 9 �i 6 10.81' 5• / 1 I ( )20 cr7,426 S.F. �r 7.926 SF. '�.1 1B WATER 6.07 ALIT POND 6 7.663 s.F. 1.5 . w K I j -6 8,578 S.F. 8 5 I I uoM' I „0M „0. 1 CONTACT: MICHAEL 594 S.F. o . . I .30• �`+' 1^.^^ 17.70 21 �> " I 6, 41 RICHAR © 8'� 27' .,. �I 8.181 S.F. 3 i•-• I u / // ,V/ 8,361 S.F. r223," _ o 2 17 W 2 P 15 6 1D' unL DSON 11 010106' 181 "�,' 8 1'" n fri •d 7.390 S.F. 7� u'.- m i09.1� "' A 11 y 18.07 �I�-33.88 67.50' _ —72.56' o S.F. 7.570 S.F. i_ I-�i 11 I ESMT p1 7.570 °YOU 7,345 S.F. 7,333 S.F. � N� 93T �'` X8 014 S.F. N 5101 ^ 0 1 - -_ V5P4A'2s9 Pc 3s4J I I / `� ''0 '/ 60.21---75.00'- o 1 ESMT - / .�� l ii0.vG 2¢o'oirav�rr. a 18.72' I I�o'oircrd crvr 88 'b. .� 1 t4_rn v1 1 ' " a o - - _ // �2 ,,..,... I 113.0.0`. I I c (eK 2130 PG asr/ N. -21.87 4b.56 '� 8. > •z — - - - - - / 7 7.344 S.F. oer - rt ,,,.e•.. - 1«:.0^,.x' - T - -� — 7.779 S.F. A 9, 20 ro I / �' / 16 - 650 wa \ 60b5 d o IB�y� I_. _ L 17 VIII �6 _ — m 3 F (°a _ 14 �o I I -- 23 5 c0`, 21.76'.. CHIMNEY ROCK WAY m q I t€ - IT—- - -a- .'Sao ,�' 9;tt8-SE - 7.782 SF.. t 7,570 S.F, 7.345 S.F.SF. a 7.608 S.F. �i 43 i h • a• 6. / -7,670 S.F. v N °4 1• . 92illP _ ea q , S.F. m. :c 4'5 "w 1:7.7: sr. •• b3� TRAIL I I / o5� / 7,344 S.F. /� p�� N88'5338 E 23.56' 1 1 ii0.vu i i 2 v m L/ m / 6 ^ 8 I . .. �/ .00 �� 10' unL. y ��. I L1^..OO' •1 I r 18 1 2S Rw Civil ConsuBtants 17.4,2 43E-0,....."' Ac6 00 � �I� �. L, ,. ,,. .. „• ... .. u _ b d b 4,7 qq 9� 07 ;� I�i k h t fi ESMT .- Nit I�,�40 oy's Pte - a 2:.77 4,,..,.0' 55.14 . G, 5.;,^,' a 1 1.1e 0 `°, { / �o"' �T 24 i6• (TVP.) col r4, g 4 15 7,345 S.F. w 7.808 S.F. 8 g w / a 3 �� / 10.431 S.F. I `C oy �° 4 L `� 13 t° $ 7.094 S.F. 9- rn I 6,86 '665' I g 7,344 SF. ,.1 7,570 S.F. 7,570 SF. �u �1 1 74 1 °� 1 ^� f 1 ""'" 200 W. HAMPDEN AVE., SUITE 200 n o uTIL �� 49.55' I P 1 V / 'v., ESMT. I iiO.O'v' e caNcrsErE 3,116 S.F. 6,791 S.F. 1� (TYPI I I „o.M I EN W. HAM D, COLORADO 80110 CROSSPAN a I `$I k.L A / .._._. p.. . / ' I 0 V\ IV /,�� / ,p, .,,` / iiv.ic Rs5 N 1'0• 1D u41�.114.,.�. vI „ v� 4g WELD COUNTY SIDEWALK TRACT I r`7 +•4�. `r$ 116.6' / / ,�/`'A / 1 eow-G. o s ESMT O o o� s m b' 7,118 S.F. PH: 720.855.3859 I•77,- 14 �V OPEN SPACE `� L=123.17 I +" V \ / g r. // \ V cn �'mI o'- J all aI 7,608 S.F. sFi , m q 0.54 AC. ^ ® / h V Sg 6,910 S.F. °g g 7.570 S.F. : (Tm. 14 �'i °+ �i N 6 it; / / 7.o' (ESMT oN / \ TRACTS � k' 1D' unL ^4 ) ti 7.34510 uat N i09.Tv' ZON NG—f\ FAX: 720.528.8167 �_• R=z4a 4,o— 1a.2t' \ // 3` - 23.56' �' 10' MT 029'3249323.:93' urL ESMT , / 23.56' t� .PEN SPACE o 14, 7370 S.F. 9 m s: N CONTACT: JEFF FRENCH h A ESMT 8,383 S.F. s TIP V v ,`O• z Q� �i 1 ESMT. I° Hr. '4' 45 (>wa�11L. ,41 ( / �/ / • AC. 10,431 S.F. 49 rn 1 (T�.) —1 ( ") 1 ii0.vG 1 _ Pi (TrP.) (T,.� RR ` h v ':• tT : / 7.401 S.F. • 'l,` 7 iii- ,{� \ \ 43.49' ^N'- IN V Esm-IT {� �1 y� V 10,281 S.F. ?p o"7 1 esMT,L A6 8.492 S.F. �. - 4:4' V / 1. j o p'b ,a g n ' flora' ..,.� „ 6• b1 o,l CTw.)11 m .3F s•, 7,149 S.F.. v m H b11423. / / PO. .°�' v 111 Pq 6 �' ,.13 7,345 S.F. - W 10.58' 231'' q �, ^°M 10' uTIL ` (UT?)54� yq / i A s' �,.. / 17 �0• v b`+ 23.68' @@ 7,670 S.F. �y 7,570 S.F. �,i 1 7.694 SF. ♦ — O. ii0.Z3 • sIDBwALK / A F R ' 14,' NI_ f° '3 O PI I `� .,t�'o ESMT 7.580 S.F. IV 3 10 bnL. A A / o / v '. Oy 3 v 13 5� 12 m Es T IN N A (T1'P) / pip 7.430 SF. ( •t ESMT \ e$ \\ / vv/ .4- vq / A 'v 7.149 S.F. 1G' unL. / 0249 S.F. i+ 7.762 SF,� iiv.iti (T P.) „O,M iv8.42 Iry 1 1 2 45 G OC• 6°01 A if v , 4123.58 V v ,o `C 10' unL ESMT �A: 7 10 I 12,698 S.S. / 7p6� /k• \ ,(:). v TIN __ 7,570 S.F. i i 0 7 7.789 S.F. I k1) 8.386 S.F. K iiii‘ � 4 v / 8zo16s.F. , a �� w 17. / i rILI °° L 104.674. • � / V �— dig 3506' 75.60 O1� W 8,019 S.F. / -- CO ii 4,e. 7,507 S.F. ��// 4 t`S' v 7,149 S.F. / 5' L=49.33' a 7.570 SF. ro / 10' unL (T P) 1 —z 237.'1' ! fl" / / -ACT L v d7.• 1 ' uTI Row od (`? 1 / t�•46' ESMT -�/ :000 • € A p +,_.. .�• 17 ti .� 25.21 R=250.70' s , • [x-23°59'17" / 54. ,� sq� 7.149 S.F. ,( TA •"A SPACE V r0 -a v EST v •UKS Q7, �" Lm-�—� rm. I V ey. A .. 7.184 S.F. TVP. v s' Cr i i 0117824," R w ir.v. �'� 3y ( ) l o l 2 �e • s7. Ac. .00 o 11 OSv v e 6 /-SIDEWALK W 4,i.• o� / 'y :;: -__t \ \ -' SM1 .36 716SF. .,.. 83.38- 7x.07 / ./A V �' / 7149SF. A 1ofn o$ Tm. r9•/ e , 8 q 1 /8:74' L / 6 / A? - 7150SF. / \ ` ir1 A. Ss� 1 0 7 ^\ 5 v , < M. / 39.044 S.F. 16.^ .61h / 2V bvO'.'0 5' 4, /� v, ,3` / 14,' UTIL. W )g , ''i2 ,J• V ,p. ,9 V °' Sao ;. 4s s. �% 1� i-i \ 13 !s' '�o v a' v .0 8 / N ESMT 2' / TRAIL K , c`fe �. 7,546 S.F. ,,, . 10,789 S.F. /'i. ZA V A x �, 1 .n n4,. .0 ... 'Cbj' Q( I, a / S. Q >. I 48(TVP.) v`p.9 • ,a , 8 0 17 t / 6A15 S ens 'x�. o-� / 42 3 7.872 SF.; �: TJS h / 7,149 S.F. / 8.249 S.F. x60.00' 2 \ ‘114� 7,184 S.F., \ 26,,. ST 7 x 113.1.2 P rn, 9 19 I 10 ,°. / 8.385 S.F. / - _AT. R .� 7,710 S.F. 1 dS 7,149 S.F. v I" o I / o DATE: 12/18/13 _I ;9• 60' S, �, �ti S�/ / ,. •., v Q7 v?j. c9 7.358 SF. 7,379 S.F. �� / �'<:, 6:a_ . 4. Y fn '' .�j 2' Q Tb :O• v 0 21.40' t' I �^ 2.cr.. I 25.49' �3 ^Fi c., p�M w996 D u L s 4 ,� �o _ O b�' JOB NO: 1 as h ? ° -- ESMT -/ 14 \ 9 . 111.30' L. 'v 3 v °'`i, 8 V\ 8$.73 X49' i 9,162 S.F..`v 23.56' 8'CONCRETE 16 / v (TrP) v 7.184 S.F.; �'q " A' �� R=249.97 m - �� / 41 / 0.55 cRossP7 8,250 SF. DRAWN BY: RF in S. / 7 / / .o 27 7,710 S.F. J `c,p_• a 7,149 S.F. S88°53'311 210.14' 196.14' \ �'L '•' \ �p A �j �7.CC \ 39°18'34 49.34 8,385 S.F. / 52 M / 7.150 S.F. I �� ! ti 8.848 S.F. •,.� e 3 CI; Q' 8 : v .,. 4 - Ell_ I ® s ovv� a p'� • �' b° . ))41"00.6/5 • '� J, 13 .Sy " oti NwRrvue 4,R 400c APPROVED: 44 10.413 S.F. y. •y0p• / / ko. o- /'\ • es� Q?' N \ iii• > 4'` -: 7.149 SF. / 15 / "' v0.0n:4...• ,ry' v xs. v 4 v v 7.184 S.F.o Q9 v 9 4942 — 40 /� h•' e a- 7,710 S.F. o 4 OD'— —33 00 — -ss,O6 SS CADD FILE: a_ / / &895 S.F. ,p m� � vv 28 2 v v �• 9,005 SF. / 8.498 S.F. / sr �� it 9r . / • �S,CONCRETE cRossP 5M ti / 1 v v 7.571 S S.F. s.. .ry�'B �. 12 ® v I el t. 39 lit SEE SHEET 5 Know what's below. 4 x Call before you dig. LEGEND 0MTI PROPERTY BOUNDARY m IS (T/P) PROPOSED RIGHT-OF-WAYc 1 20' SETBACK) EXISTING RIGHT-OF-WAY L W 5' REAR PROPOSED LOT LINE 7. SETBACK 7.5' SETBACK cl DE51 DE EXISTING LOT LINE { /- I ____I \ SETBACK PROPOSED CURB & GUTTER STRUCTURE °' Moll ESMT. GARAGE SETBACK a.) EXISTING EOA �ARA�E ROW PROPOSED SIDEWALK z �f — — EXISTING SECTION LINE N J PROPOSED EASEMENT cl- 111LLI SIDEWALK NOTE ALL LOTS ADJACENT To STREET ROW SHALL EXISTING EASEMENT Et HAVE 15'SIDE SETBACKS TYPICAL 107 OFTA11 Di PROPOSED BLOCK NUMBER 100 o 100 200 N.T.S ( IN FEET ) 1 inch = 100 ft. KEYMAP z N.T.S. SEE SHEET 3 SEE SHEET 4 1.;. �-., /2 . ` 1' T •.i. .I F \ \ / _ . L� 1� ESMT 1 ii'v.vu' '• s e•CONCRETE / 9,176 S.F. VA/ r�� 8,791 S.F. .L / ,,,, z 23 7,482 S.F., \ S�� '" vti E CROSSPR a B \ `+ : / .,. / •t o ,,., ..,...Wir�\ 7,239 S.F. 0 `s VACjirSIDEWALK TRACT I I, 'ctiq„ 0 I ii''•9 \ - ;,\ / P,� v / 1 -1 _ 1 ,5..... 1 0 `n rn' !nw 01 46 \ , '�, o \' a.o0 \ o, \ ��J� I ••w 2 10 sMrl�...,: m 5 ' e >\ ��e*. ':'L• © S •.2 �\ OPEN SPACE "L L 123./7 / / \ \ 5\ / eF' / 6,910 S.F. \'TP . 'u• U ro (Tva.) J 12 �° oaj7.118 S.F. to1 9. '� 9 /?� ✓ \ 5 d 0.54 AC. / ,K \ •� / ¢' / \ m �� ,°od' 7.570 SF. N : :;IL 345 S. 7.808S.F. NYom. \ F s 3 .�.? AA R-,240.00— ® 10.20' / a` - �, 1a N 1D §\ ,c s� b ' ^Y zo' IRRlcnnoN / TRACTS I k n°0 �tti i09.iGV A A 7 3.58 • �• / ` V -\ % of 14 r• mum_ I"i P6 TSMT. B.Fini ,,..0ra. 1 L,..ii % « .• aIaa98T . a� 11 w 231'. �"` N, o• �o \ la' uTl / (Tva75� , �• v 17 '2 t' �I 7.570 S.F. �W, N 1 iiv.'uG' A4' s / / .�• �v 0 212 I 10' um. P°• 7,594 S.F. 1(1.56' 21 A +:'� 8 "✓ [SIDEWALK / .� sy 7.570 S.F. 7,994 S.F. �ejJ' ESMT - 7,580 S.F. y7 3 1a uTL. A A T... / oo / v . 3 13 '" 12 '� �' _ TRACT H \ �( \ (ora.) / 770 7,430 S.F. / ESMT \ P'w \\ / vv/ 55 /\a / I V • 7.149 S.F. lo' unL. 9.249 S.F. �� 7,762 S.F. - ii0.vv (T a.) I I V 7,719 S.F. A t,, �: a L V E T i08.a2 N 1 > ..‹•>) � -OPEN SPACE v,�, y+ A 45 / .0•• / ,. :(Tva.) \ V / P'" _/\,,,C36 I' d 23.56'` v �� ESMr 9 ,•O.M C� `₹V• � �j "Q` a ' A °/ 18 v 6� 1oSMrIL. (rm.) " 10 °' TIE 115 AC. 12,598 S.F. / '7Q� /� 4 44 v _ J 4q 7,570 S.F. C •- ri 7 7,789 SF. 1 ' tl F. A \ r. •+0' m r� L=104.67 4 .10' / \V __ J / 8.201 SF. v ` ,, 4 (Tva.j —35:02 75.710 ooqq 12 /� Es r 8,385 S.F. •7. A A `J '� 5' ^3 L=49.33' 8,019 S.F. / 1°' u t (T P) `B P. 9 �^ -R=23'59'1 7,507 S.F.F / / 4 / -ACT L - A 0 dt• I ' uT v 7,149 S.F. ! •uw 7,570 S.F. i 15.46' ESMT - / M t� V A i f 7,149 S.F. ....\/. A + 20 17 v E r. :53 25.21 , -R=250 o0' i' s '_ �/ Tva 110.0^0. I r Qx 20 V 7,493 S.F. v d=23'59'1 7" / 7y, 8 s,,, A 6- N SPACE �S Q1• �'i R w L•�,=„r— "9 ( ) / / �j �\ ESMT V 7.150 S.F. \ 4 OU 'Fp 6`Aj ,iy/ °y' * y�.k°w •/ b0 '.92 AC. Av R,83.Os �� / \ / � • ` 5 v SIDEWALK <°'^ 11 C C d=11'1 st'ra" iv.v. h. °ss'C. / o / ,N„J7,184 S.F. -PIP .0' •�' s' LLI 7,561ISO 3SF. %. .9, a 46 / 7,0 .o . 7sK aaJ x�s9 18, 4. v 10' uTL. % a 8• 7,163 SF. ro .60 110.0,O• 111^..'0' 63.38'_ 70.07 / o 43 W (T .) 03 IT, .11 �� v v 8.736 S.F. �'v+• / �ao'wrzrs Esvr / —C—C ESMT Sl / 7.149 S.F. v �+ P' a,l 1 o / �A �. ,•?' V A 47 8.70' < / / 5 A / 1 v Cora.) w0• K E T. v UC1 Ip 8 °'I 11 gi 9 / /�' / &385 S.F. / V s� V 19 7.494 SF �S ;�& " \ �l 9,044 S.F. / )%, v (Tv 1 �k ,,..4.`. I > 19 , 8,046 S.F. o bi 7,150 S.F. A , h O. `° 7,150 S.F. / ;, g rc 6 ,++ 7.247 S.F. "� 7,145 SF. 1 0i:. / b �, ' V vs 23.56' M / v 18 .�j. LLI V A Q \ ✓ a' •.°t V • e s 0 a • ,,� 8' 71 r."4\ 13 0 v 7.184 S.F.; �• > >` © u'—'\ ,,....a_ ,.....moo d `V n,'�, Off'' / v w 27' t u, o / eam 43 7,149 S.F. y. 10L 8 / CO ,c. 9 0 `a• . .0• 1°' un2� 4� s r / •e o ,{a. `ery� C_C U '�O v 0� v N .. [ `lif. s �4 ESMT •42 5„ ...M TRaI :.M / 1F zy V '9• `k v 1) v SX v .USS' `mod 7.548 S.F. 1 �! 10.788 S.F. +' 2' 14 \ ', a • 1g V (Tva.) v9,� E / o 6 / 0 17 / 2 15 v s. Sj. S •` 7 v x p 6i 1g / M 42 / °° V 7,150 S.F. A 7,872 S.F. / . h / v 7.184 S.F.; A 9 / 8,385 S.F.S 7,149 S.F. / 8,249 S.F. 080.00' ». s: O r. 10 G Ro 7,457 S.F. s; V O o/. ,a / / /7Th\.96 R 7,710 S.F. s? �6 F V 7,149 S.F. v I !�, _ (•'� 113.22 e' �j smE5wALK,A�� F 6� ✓�✓ ` �� ::-0' 8Q' . N ew /c::: O ;� \ ✓✓ U• V s \ % 21.40' �' 7 I °5 7,379 S.F. I ₹5. g,., .'q00. 4% /'� ,5� ¢`�.Cj, Q; 0 •3j. ,356 S.F. S / 41 11 (�' � 1 - `9,3),,�`?�� 'De o\ ":0 17 \. 49 � / , �i.• �� ^err 10 uTIL.e 'S 14 \\ �`? ,a`>j \ L=171.50' 1P'p` N qr [9.73'_7 241'2�G6• 6i �'.IZ M• 1 :' ESMT J 915 23.55' e'CONCRETE 18 / •` 3 Tva \ \ 7,184 S.F.; �.� 8 w1° unL. 7,150 SF. 9,162 S.F. Y � � / \ ( ') \s " �' R-249.97 m � / 41 /7,480 S.F. \ \ / ( 8,250 S.F. G• \ 7,710 SF. \l \ O� e 7,149 S.F. • 39'18'34" - / ett .j / h 7 / / p 588'53'38"W 210.14' 196.14' ��yy\ ESMTy` r 4. \ V .J' �, \ :i5 4934' il �- 8.385 SF. i •.o K '� (b ,5 s op 8770 y ''o ° .� n 13 ,� cRoser MrnmvuE cua 0 � l4,0 Qr 7,150s.F. b° s F. s✓ Q c eP. or° 2. ° sz / 4s ef' 6 a �' o e,�` \ R. 18 10,413 S.F. `N 7,149 S.F.`•^.' / // '' / 'S" C1'✓ v "o" (��//A 16• N 4 v / .y r6 6 -L� Ct (�e V 7,340 S.F. �` q o ' V 7,184 SF; 2 �''' LL15 ,�s s. v �3` v 9 r`L 49.4 — 40 /m — -65.40'_/ oo ss. 7.710 S.F. v `� `v' �'- -� // 8,895 SF. o:4:Ee ceSO4 v v 9,005 SF _ 8498 SFA ""ot : 6 . .UvOPEN SPACE ✓• 15 V , 957SF. .�• S �v v \ 22.14'N v so �9 `Fg`'Q2 F 881SF.53 / 89UF # 25 v v i � . rr / ) 1 8,127 S.Q1r. 7,571 S.Fy s 4 c✓ .L 6 nr �� °: 38 S. / 9 \acOO 7,480 S.F. �� © Oa✓ •1S'7,150 S.F. [ L 73.22' ? ,��✓ cam, > 0 `� \ - '� ,� .5 8,521 S.F. CL �!8,648 S.P. ! �� N 4 _ e v v 0� 0v ,!r v 11 "� TRACT U 447 -5U lo' u ✓ 51 /� / ,� R=240.00' w 01 \ ,9• `� 7� 6 A V ,�, 24. hti / 1 ��' OPEN SPACE 'C' #: / 7, 5'28'00° 2 8,338 S.F. . '5 / A- :°1+ 'C': 1E v� <T s,23e B.Fj x.77. `°� 8,,250 S.F. v�`°��,g 24 0,206 aF. �Q 5�- ,D' uTl� 290 Ac. ✓ 7.571 S.F.; \ '� 21.40' \ W lo' um_ V</ p, 4¢. ay •°j/ \ 4k �yF. e. i u 6 `• •\ / L ESMT ILL 7,060 sF. > R � 66a� mesas 65.00 \ sMr \ / \ Sr \ \ 811 w.+ ?' \�Y .u, \ (Tva.) L g �. 00 w_j sa �' • v 8.548 S.F. A / 58 / Rn .A 4 �i?, v v .U• �' rm. .'.✓ v� 10 ‘k %,s. \ TRACT T —655.(50.— TRAIL 14 '`� V9 A.e 8,215 S.F. ! 4, / 25.75 v a v 3 s�, ` /v 7 10,239 S.F. V .p V PARK v.: 10' unL. s. - L 10467 x 8,254 S.F. v 23 di 9,408 SF. vv 1.08 AC.V19A / R-255.00' `d'v0 4 / b0 t 19 s�� v �.V A * �o A wo \\ g 0' UTI,yq s 7,571 S.F.; % '� 7,480 SF. A..‘, 'V 23'59'18" / • / ,O 10,939 S.F. \ �s: °✓0 \ \ °" o _ 4. ct \ S� bc'J pp $0i. / N 7 .o✓• ,9• \Si5` S 1/4 r e,i, A o_ s 04'1 l S'1 y �. N , V,C .� .a0:5 8 \ ro I P!• n c v� 4 � s o N � 6500 _—�s0n _6500- 5500—L 5500'— —8500 --�snG' \ 55 EXIST. TREE 7 57 / a . 0 .o 1�9• Jo v v • •� 22 \ e 11.821 S.F. V A. 1p V �� 0 III C, ?, c p <i '\ 23.66' �_� '7 •�$>` A 9 A 8,349 S.F. l6 ur (TwJ / 8,229 S.F. /. 9. \ \ 8.337 S.F. 2- `'� \ 9 `s gr &r r r r r b - C 20 9.70' o �d f f f \ 3 4,. `S V A 11,835 S.F. [r t �! L t q V 7,480 S.F. A 4� / ,d� {8 (�. \lea> '°✓ Qp, v '` �` `Mm. R 25000, `� 1o1 e' a� 34 33 32 31 30 29 ,o'Its C1� '`e V / ,0� l� v / 8,780 S.E v 5 `�✓' `C' @a,,, .�o'? A o� �d 13 I w TRaL'• .SU• �O / A / 9 8 .^� / `I% 'f0 e 5 V •` 3 0 I o a4°30 56' 0 P,149 S.F. 7,149 S.F. 7,149 S.F. 7,149 S.F. 7,148 S.F. 7,617 S.F. 0 QS '` �� TRACT L 0 / `° / I , 0' ••0 9,622 S.F. A A A .o A 43.3 ' V ,3407 28 Os ti 75.c3 z5•ty 9,228 S.F. V �'s OPEN SP • y , / 1 v •'V A 21 �. 3 �' 56 21 o :ACT 9 7.27 w 12.73' ��'/3 lo' uTL. 7,480 S.F. A S>v 2.92 8.518 S.F. / m // 11,103 S.F. vV v 17 vv \ 9.038 S.F. A 11 21.76' EI 1273' &SC-- __ — LESMrV6. A d \ 1'n. RRR ra Tu. L��35. T4S:Ob' €5�0— -65 0'— _-65.0U'-_—�SO6` 8�� kr e 10,382 S.F. '\ '✓✓ 1P '= °'- bra'' (rm.) sA v V `� `& r , c✓. o -80:39' ti ' 0• �• 7� // `v -23.68' n�i � \ ,2 18.60' \ o �-{t, j �, \ \ V $j,� Q• e o MAPoPOSA CT. 1• dir V l 1p, 6 A N, 56• - o 889.03'39"W 698.26' r^ 4 `o'� \ a' J • 2 V �pv ,rA9• AuSV 6 \ \ V -� EWA . rn �� 20200' NO°56'26°Wtat \ 22 \ TRAIL , A V � 10,404 S.F. 182.26 314.00' 1 32.00'7,480 S.F. A L-147.51' N63'2514'W 8.973 S.F. A0 " A , - 11992' ��. vv s' < S8432'41'`N 1� R59' �� 7 ��• A.. Ra33�32 49° 7206'// 0A 16 A N6o sIDEWAI w .4D' 88.31' ,. ��.._- 45 m' 95.02,n rz t 23.60 88.68'.0[ ROWTRACT X ':o• 0 d I —1 - - — r^z0� \ o •,T ^�✓ \ 11.432 B.F. oo \ 520• �,, L57 X0.25'-- r— 5 25.36 1DITCH ROW '\ 15.88 d?yv •v •e✓` % A o 1 6 '" X2.38' 1qJ 16 / 1 �, 1 15 0 14 6 28 �j \ F$' 18.40• / 7.87 AC. 88 ' '.;. A & p 1 20 J 1 7,851 SF.V 7,610 B.F., ty / �� 9.03' / /i , 4-, <� A „, n w 7,661 SF. 3 \63.5 1 7,883 S.F. YYY j 7,644 S.F. /23.E v3 VA A 1rT °,. 3 G 8,237 SF. &233S.F. 1 1 v /�M — 21.38. v 2s/ 8.9 S.F. 10.21 A0 - n,o4 J � �I o' TI1.NN /NEW . 3 9g,' 1 w �2" \ io' unL1 iow It1 Es T �'1 14 —I :: „00.. I I ,,^..0.. ,. _ — .V / W h� ' y,S/ 1 8,853 S.F. o 'V B ESMr o_ 11.,..,Y " . ^, ., osT g1O.zaa'oi/rH Esmr } .W 2S^E 'Y -2298' .y'+ �d o \ ,Y' ( I mJ �•i 1^....32 b. 2wl13 24 i/ 335' o / \ x ac✓ rm 15 H 7 oala>I 6r ( .) ml0of 26 /ee za3 ac 3sa/ �'`'' SB 11719' r^ ( 9.83' 2 '� o� I 7.85'- V 1'2,302 S.F. r L 10,237 S.F. 1- I 19 0, 2 15 > 7,199 S.F. PPP 7.288 S.F. o hhy ro 7,149 S.F. 6 8,248 S.F.7,554 SF N v1 CP. • a'l - 27• 7,934 S.F./ 62 �.. s8 �` 8,882 S.F. \ \ I 4 4 1° unL.—, g 7,428 S.F. ESMTIL. 1 1 1i 1 ii0.w' 1 0 N • II I.-=1 8 -- 9,192 S.F. 3,q.� 0 1u 47 V I-K 7.150 S.F. •• 4,4 _. 8 � Or--- 1°' unl A /N 9.052 S.F. i ESMT. �� ESMT N. A I 113.37 OO., ti '141 / / Yy ro 1 �l 26.44' ( ) N ',°.)� V 114:1+ frval (TIP to uuL. 11 8; Ok / w �Jy. TVP „10,. ii'v.vv o. T( 1 ,.33� 1 lo' uT 1 1 ESMr 1 OW �,ED' IRRIGATION �v 61 �. p Oq 12740 - WELD DEVELOPMENT W21.4?' / ) „ n• ESMT _�_ ESMT a 3 w � � T •� p2 NS /� ESMT N 8.478 S.F. L=120.08 •vW w_ 52•!x, to unl 6, (TYP) Tra ( ) 23 14 a 7,149 S.F. 12 IGNLAN 354) a>• -R=250.00'�'' d \ „y 5 j°w .g 8 00 (Tva) a+, 3 �' ( ) 7,554 S.F. p t 7,199 S.F. 1�, 7,288 S.F. `�' c H G (Tw.) /a 10.90' 1 14 18 �° 1 0 1 oli < �+ 7,420 BF. COMPANY LLC 60 8,857 S.F. C C ) P a 2=27°31'12' o°i, ,150 S.F. ' - K 283' �' 13,165 B.F. 0 10 �• 3 I 5 9,419 S.F.F ! 9 ' • • � zo 1 1 ii332 s ' 1 iIO.OO 1 I (8 -4,37,� 6 m 1 13,284 S.F. 1 1 8,402 S.F. I 1 8,994 S.F. + 1 1 I 110.001 I Cl I �: 1 0) I ROW I 1.10.0 1 I o' 110.00' 1 3232' ;;o,„ 11 •0' ,� d zz 200 W. HAMPDEN AVE. J ( „aa Ni �oPerCiTsaACE 9 a 11 R W WELD COUNTY MI 10 lo' unL. iiO.irii � s ' L ESMT •• 1 i 4 r 0.50 AC. II L" 7.199 S.F. � 7,288 S.F. . C C 1 OPEN SPACE SUITE 201 T °�' P'I 7,149 S.F. g TRACT U ZONING-A �\ ESMT 11000' ( ) 9 ao, 7.149 S.F. g m 7,428 S.F. n 13 ENGLEWOOD CO 80110 8 oz•..___. i ESMT ,a uTll_ Rw Tw. Dg 9 4 -I 7.554 SF. 110.00 �,�„ ^ r 1 10.00 — (Tva) NN 1 299 AC. 1 If M 1 (Tva.)4 S C C obi 6 •kyi 8.626 S.F. o, I n0i 8,857 S.F. N 1 1- > > «�1w 1 11,.....: 1 J „I110.00' 8,250 S.F. 8 m a ii0uv I `s.__, 1,3.3_ �1 ••V' I 10 thl 37 TRAILOi PHONE (303) 346-6437 91 27 a z 8,291 S.F » s 8.249 SF. o' LTL, oW 9 a 0 1- .00.00 a' I 1 py o>I 5 (�•' 12 P 7,199 S.F. id 7,281 S.F. IP 7,151 S.F. P N TRACT G — EsuT - 8,732 S.F. i iOAG yi m 1 —1 1 it OY 16 s P1 7,554 S.F. b m( 2 O 1 "" R w 7,0,20 S.F. E °� `1 18.02' 'I .m' CONTACT: MICHAEL OPEN SPACE S. (T a.) ro 1 1 7,149 S.F. t�5i I�' o 5 - W iiaOO f 114.00' - SIDEWALK ioa�,' r • RICHARDSON 2.70 Ac. I 10 I I I 11000' I I y 113.51' 0. 1 11031' 1� �` 11 295'' Iq a� 109.71' ° 1 7 P° 8,626 SF �.i - 8.857 SF. i 1100 1 113.32' 1 m !n 15 38 P7 V 0 N 1 ( I b ' I 6 P 0 9 7.437 SF.LA �, 5 8,291 S.F.S.F. �j r. �, 28 I• I 1 8 \ ��, 11,129 S.F. N re w 15 C-E v°i 6 7 554 S.Fa 11 . m 7,199 SF. /^ h N fs 7,182 S.F. S 9,578 S.F. \ I \ 9.295 SF. \ \ y iilw _C C_. 7.149 S.F. B 7.428 S.F. 1 1 / / / 1 2 O e' V ` 7.97 10 D' unL I ,.,..�• 1. a. 1 ,,,..�• 121 21' TRAIL— — 1 ,,K s Es T '•'•LOO' 1 i :: 11 113.31' 1a' um 9i9O 1 / �p \\ 1 1 1 iiAw I / / 39 'N 5`t• (T ) 113.32' of TRACT V 8,895 S.F. g' \ �i J 11 11 ESMT / 1 Ado A ,,,2' � 'ti.�l 8 •* 8,626 S.F. 8,857 S.F. IV COI 7 6 PI 10 (r a) 7,199 S.F. OPEN SPCC li `�A Pe o. 2229 'a 60 8,291 S.F. 14 a2 4556 2s w y 25.00 a¢o'aorr t, �, 7,654 SF. o' TL 'v 29 A Pv 7 21.8717 •I I I 1 1 c 7,149 S.F. 7.428 S.F. In'1- T! h .2� 1 cacAr s>gs aw iiG.Ov iiO.OG TYP 0 14..38 aa1,61;692, v �9V6� Consultants Li 11.340 B.F. A `so A 8.815 S.F. c U 113.37 I 11331' b. ( J „�00 / 0°j 27.10' � 2c es m °o. .A w 6 „O,M all 1 ii0."vu 1 '� pr (Be;e z747c sz� b o� �1 11 A 42 sA�'� 'o o� �v 6 y o q z 8 J J e u e 00° 8,969 S.F. 200 W. HAMPDEN AVE., SUITE 200 O' 90.� v 8,413 B.F. y 10 12 g J 13 8,167 S.F. s 1 °o 9 9,521 S.F. 9,301 SF. PI 7,x51 s.F. 7583 S.F. 7.883 S.F. e'er R ENGLEWOOD, COLORADO 80110 \ so' 24.86'' 9.028 S.F. 3.56' 30 1- 23.56'. 1. •23.56' 1 �+ 2358' l •r 2 2356'_ sa• w1:: pM I c, / �a3� g 12 ••5 PH: 720.855.3859 �i78"__ 1 L _ J L ——— 350'— �5�0' 3832' -4b.00� 983i` — - . av 350'— �� FAX: 720.528.8167 ° 01 —'4F. "`"'� 0, 6400 41 CONTACT JEFF FRENCH 10,408 S.F. J \' 5\/ 8 p1: \Q� �!• ''1' �•\ ESMT *•.CRETE 46• 274.00' oSSP� 274.0 AU \ 320.63 L 8 S. . - ... C" WAIITtnxE AK f« `ems ! 7 8.4 laA 31 T1P � N0054'10-W 1/1, SEC:-16 N89'03'34"E 956.63 �SP� � — J 4. 10.152 S.F. �: ^ - 4155— eta-4))/ \_ 2/..p.: � �' • • 0 ' , Ai ��- ®� � 1s o4 _--�ao4'----7504-- _6500_) A4m' _L�aGO'-1-6s 00 --�so4 ---65.04-�1sa R 40 _ 75,00-- — 74 M' — 10' uTL. 16.11' 10.628 S.F. pyl� 347 • 10,211 S.F. u• 32 0 R•w I 16 - ESMT - - 44 'A� 45 •-1 • F la' uTL. _ _ (Tva.) is n3 in \ ¢i 8,998 S.F.of 2 0> 3 p 4 a> 5 8 6 8 7 a> 8 P 9 of 10 p 11 p 12 •i 43 W 10,488 S.F.�: 12,282 S.F. FOUND�✓REBAR TRACT X (TYP) 32 ..W 10.280 S.F. v \ ,.,1 k' o� 8,998 S.F.e1• 8,998 S.F.0 8,998 S.F.aO 8,998 S.F.8 8,998 S.F.8 7,798 S.F8 7,798 S.F�O 7,798 S.F�O 7,798 S.Fq 7,798 S.F8 7,798 S.F�O 7,848 S.F6i 9g•!�C whEl1 �REBAR CAP• t6 TRACT DITCH ROW �$ \ E `"5 10' uTL. — FRRNER 'U 32 FROM CORNER C ). C TRACT 0 ( .)7REE ESMT -� _ 7.87 AC. 1_us \\ \ \\ -OPEN SPACE (TrPd Cn'P! - - - W372.-- \Z 0.09 AC. sown LINE,_NW 1 sEcse_ — .. 75.0a� 75��---�s:os-- --7sG0'----75.bo� 75�o�—T-65.ao'�1—�saS— � s3.007— ss.00'---s5.o�'---65�or---65.00'- —91.79{— 0305') 162 - — .02' 311.47' _ SOU11 LWE,NW 1/4, SEC.18 WAD.LO UND WPLASTIC41 O RUTH UK, NY2L/4 sEa 18 - - - N89 03'36'E 1246.27 — — — _ , REBAR c FREOPoCIC Ls OD - — FOUND/4 REBAR N89'03°24 E 521.53' — — —TRACT N — — — — — — 32444 587.29'03-V/.1.71'OD aaumic7mveucrrccv PLASTIC CAP. OPNE SPACE FROM CORNER c≥ PLS/6616 0.07 AC.rki N°S'c° FROM CORNER 4254' I WELD COUNTY =25.56' ZONING RSF-1 R=250.00' =3 A=25°56'30° DATE: 12/18/13 Mum. CAP IN CRASS 0.05. I r C 1/4 CORNER SEC. 16 FWD. I a 2• ABOVE GROUND STAMPED I -MICHAEL HA03All LS 23500- JOB NO: 10.55 in 47 ® DRAWN BY: RF 41 APPROVED: 8 1 i illiiilL‘'Nglir° CADD FILE: L. a Know what's below.1 5 I I Call before you dig. LEGEND r m PROPERTY BOUNDARY 1 PROPOSED RIGHT-OF-WAY EXISTING RIGHT-OF-WAY a 0 PROPOSED LOT LINE EXISTING LOT LINE PROPOSED CURB & GUTTER - EXISTING EOA PROPOSED SIDEWALK z - - EXISTING SECTION LINE c --)J9I y PROPOSED EASEMENT 1 ce EXISTING EASEMENT - -' - PROPOSED CONTOURS 100 0 100 200 EXISTING CONTOURS =- =- PROPOSED STORM SEWER ( IN FEET ) EXISTING STORM SEWER 1 inch = 100 ft. KEYMAP z N.T.S. I \ I .gS ;r «��. _T - - - T4AT � ROB ROW _ - r - - -- ., <� Y ----- -- TRACT A---- TRACT A( ------- 10 ESMT L. y-__ :_ __ _ 12. II r�-� boj8 ± 76 SPA T q� $ 7 6 f OPEN SPACE Op 2 12 1.1 10 9 51II z I 14'.. 13 I I I 16 l5 0' un/. 23 22 21 20 19 18 17 Q LJ i ESMT. / 7 I I. — 10' U TIL. P. G II ESMT S— I I I W I. (TYP.) '. ('� ILAfI® &T �` �v iI I 1 -'-- - - III ___ A n N61 Q \ II L.1 III I _ k \ < _I____,,i, z ESMT ii h 26 27 28 29 30 'I 31 3 6 5 4 3 1 LTVII 24 - -_� 4 - 4 I ;I __Y I> -- i --f--- -f 1 ----1 I �II < CJ v �TTPyY' 38 37 36 35 34 33 I 7 8 9 10 11 2 I 0' II A 10' UTIL 10 UTIL 3� 10 Unl ESMT. T 24 RCP I 0 U. — ESMT. (TYP.) 24' RCP (TYP.) --- . I 'v • V �' LAUREL GLEN AVE. .DI 40 \ J fir— a �I PI TRACT F v i v . a SPACE vv/ • /�i —_ — —_ — --- �ITRA _ L I, LOT 1 \ ,... ' / ,——) � TRACT D \I 1 'I � OPEN SPACE ',.. ii I r OPEN SPACE �T / / 'LPG- �_ ��'� 1 Q� h 1 14m �/ 1LP Q I �� W I 1a' UTIL. UTIL. I ° / LL_ I 24")RCP / / I / ESMT. f » -------I / // v . �7� (TYP) TRACT C (TYPO �� ESMT / / Ii N$$ 3&25 C _;331.94 I / 16 2 / PARK vI 2 13 OPEN SPACE / / N / �� TRACTS I ESMT. ` / 2 / �_ 2 I // P. . 15 8 / / / w Ila 3.�� / x 3 12 /( 3 T y ��_ ai 10' UTIL up MT. 14 0' unit / 3 �� la ESMT (/ /// / ft / % / 10' UTIL. I - (TYP) 11 4r � oSMTIT 3 I I-- ESMT. Q I . P.) I 13 v �' uTIL / / I IIIp H M . 4 / + / 5 (TYP.) / �/ / 11 pl ESMT s T 76 10 �� DEVELOPER III MT 4 28 �I 1. 5 / / �/ WELD DEVELOPMENT III 12 I I IT TI 2 I I I I I �'. / / COMPANY, LLC / i / 7) 5 27 11 c�v 6 ��\ _ ii 6 T� a 200 W. HAMPDEN AVE. 7SUITE 201 I 26 1 i1 3 1 v y v v �` / / I-6 / / / � - 01 7 ENGLEWOOD CO 80110 6 \ © - a , I PHONE (303) 346-6437 T 1 I \\\ 10 AV HP 25 / / unL CONTACT: MICHAEL v �__;—J �— _ III RICHARDSON I I I ev. va— ESMT. ` 8 ROCK W I Gdi. 'I �I I '. I I �v (T v 6 ii ic, _ ________ 4N, ii III A \ .' ° \ V A v v ic1 : :tc v Pe$cLtan23 \ IJ241 �V' = ' ts - - - - /\ 7 � / 2 2 9 200W. HAMPDENAVE., SUITE200 10 22 ENGLEWOOD, COLORADO 80110 - SPA A SM T. - / ��'LO Rc22 0' UTIL. \ \\ PH: 720.855 3859 C / , =53�1�' SD 11 v `� ESMT %10' UTIL` / `v FAX: 720.528.8167 2 O.O „ 21 P ) /i ESMT vv 3 3 ' w L=311.79' R-5,,� ” /20,O'POP1/ Ste. E v 36 RCP ' 8 ,y,+ P.) 0' T}L. 0 CONTACT: JEFF FRENCH °E 0=33'0454 Ho Zallo ��2it 3S � v �i� g i E� \' II 6 / 4\ 19 (BK. 283 PG 85¢ 86 12 `v v a 4 4 N �Fj 20 % ♦ o' unl EN eTACE v\ L=115.45' R=190.00' , ` v/ v %PA �� _SMT � by 34'48'55" 13 `.` vv 10 v < / 5 § LP vv L=61.59 R=340.00 19 5 M ��II & ?Si .e��j s� �. 11 T g e I ` a �i'�` • Z v\ v y vi 14 � � 18 \ CV. XA vv v ` v \ /29(2'orc /Sill- 2/// 3 / A 6 A A YV A 2 / / / / �BK 2B. 'G 354J v :v 15 17 ` ,AV 12 � �r 16 Av 13 — DATE: 12/18/13 _ 1///://Hir: 16 15 �' JOB N0: 10.55 tpH 18 N8 i�w �� DRAWN BY: 1RF 0�� I v� _ 15 / � / i / /� i3 APPROVED: a SEE SHEET 81 E1� _ E' CADD FILE: a a ai o Know what's below. 6 x call before you dig. LEGEND r PROPERTY BOUNDARY m PROPOSED RIGHT-OF-WAY I 1 W EXISTING RIGHT-OF-WAY a PROPOSED LOT LINE r EXISTING LOT LINE \ PROPOSED CURB & GUTTER Q- EXISTING EOA PROPOSED SIDEWALK • z - - EXISTING SECTION LINE y Ate PROPOSED EASEMENT w EXISTING EASEMENT - PROPOSED CONTOURS 100 o 100 200 EXISTING CONTOURS -- =- = = = PROPOSED STORM SEWER ( IN FEET ) EXISTING STORM SEWER 1 inch = 100 ft. 0 KEYMAP z N.T.S. I - ' _� �-. - - '/ - --- - - - -- ---- -- _ _ ---- -- - -- - _ - - - -- - CQQµ� Z3T '(,Q� - * - -_ -- TRACT 6'-- - -- -- -.4 --- - - -- • �� • d �� - Vim'- ---- - SMT , YY 5062 II _22,4:. P ACS'.4C 5(01, aT �L �� h II `. ��- : �, I •� I I 11 10 I8 8 7 5� . 14'. 13 120' unl. 1II 10' UT4L I ' i ESMT. / '. ESMT ,r (TYP-) / 22- TRACT J - I -- - I I �, RECREATIONAL CENTER v 1 I TYP. _ I — —�— I�� '• Spg4 �!�� I I u — In I I_ 2 ;/=��ff : ' / ' I - 1 k 3 r MT. 3 6 5 4 3 I I -L - 12 _ �� j o' UTIL 1 I "I I \I __ ___ � r� - - ESMT. J L---- A �- � �� -'_-Q (T P _ 21 � .2 I Fr II i fi . EP _�z4 cP 1 Ct 33 7 8 9 10 11 12 11 0� 1 III I 111T c i c I I I I I - /10' UTIL III _- / `liN�\ `�'"r I �� z4� RCP I o • LAUREL GLEN AVE. I 1 E"$ACE �" � I ` __ t � ES/LIT , 1 a n_QBNNACE zoo'oiravE � 14 �_AA_ LP �� 1 II / I SWALE ESMT. A 2d PG 54� i I 1a UTIL, i 1 / zo' oRawncE 10 UT/. 0' UTIL. / H MT) ESMT. / ESMT 1 / ' / // ,�. (TYPO .� �I � .ii-------- ---_- _iI:------------ - - TYP TO BE RELOC,4T£O - ' �'.- ` - _'' - - 24" RCP j W TRACT C P.) /� AI / �S89625'28"W 1482.4 W I I 13 OPEN SPACE / 2 / 1 ---_- II _ �. ---N(r/� 10' UTIL / .. / 2 //.. / - + _Lii OU11 _� ��/T ��' 51 50 49 8 �o' unL 3 uTll 12 3 �H _ 52 z4 wcP �� MT. ,, y� � I 56 55 54 53 a' unl. (TVPTI 4 10' UTIL 58 57 — Es T. 4�) MT. �� NEIGHBORHOOD PARK M DEVELOPER 11 TRACT K ) WELD DEVELOPMENT �182. _ P ESMTIL ; 4 �., 5s ' g COMPANY, LLC ' , i, �� C TYP. \ WATER QUALITY POND 5 (TYP > JI r� / SOs # /. \ N y) 200 W. HAMPDEN AVE. 10 5 ,1�� P MERRWALE qR �i �y 7 s' Nev. ea I 18 I LP p SUITE 201 �� 5 \ s 1 18 1 °pco c EArsrER ENGLEWOOD, CO 80110 1 t RA&#,4r PHONE: (303) 346-6437 • 1 A / / -- / 79 q (LW 228,.. PG 96 1 \ 9 \ 1 20 Q 6 rt Rfr z,R .Pe .92) 5 V I - I� 'I / • III 21 IC/ 15i /I/�� Fr . I// II sr �a1 za3 PC.1512 I 2 CONTACT: MICHAEL g I �, 17 2 50 RICHARDSON 20• • / o wnL 7 �� 7 \\ \\ $ I I ..-. .... � 36 RCP I II L - -- II - I�� // �/ 221 �� I I c .(TYPO - I - - '. 8 �� . ��..�� II -- -. //mot -_ -_Ai/ — _ - e --_ I--- - - - _ - P f- --_ 1.._- —_ --_ — __—_— _ f - _ -- - li l . I _ Peal' �� u _—- _._. _ IA y „:, ` -- _}_ :' -- — _l, / �.- j 10 UT ---� / .�� I .� ��e ---- 1 ®� U- , (�` P.) 4 15 4 13 E7 zoo o/76r'Es/1r t .' / / ESMT rJ I 1 1 '{ , v �' / 3z o' Civil Consultants 36 CP 24 \/C 28,3 'PG 354 �� / A // // I / / I I I I I 200 W. HAMPDEN AVE., SUITE 200 � Q 1 O ,y V �, �, TRACT s f 46 ENGLEWOOD, COLORADO 80110 �� i OPENASPACE i _ / / 24" RCP V `, I /' 1 w/A OPEN SPA( I\ I I 5 I II 14 o i10'�TIL I 1 Y UT IL I I PH: 720.855.3859 A n UTIL. I ESMT = FAX: 720.528.8167 s o' �Ic 2 �v �/ 4 �� N.14 \ MT. P.j 45 CONTACT: JEFF FRENCH V 10' UTIL. / / (T" / / ' AV ! / N` \ � I 1 •6 I III I.13 P 6 I 11 v ESMT. /10' UTIL / / / 1\ v / Q` ` v ��I 1 vo' uTIL - i I P ) ESMT. 3 / 3 � �� 3 y x, 12 �g. I ESMT. U 1 13 C e '� E. T qs ti o u �I c 6 // / / I/ \ \/ V /' I 18 v `v� 'ESMT `� I Ii I 10 1 �4 I 4 � ;� �T �..) 4 ' (TYP ) \� J 7 I 112 I HP7 ) , /o \ 9�S \\ / -.>/ iosM �h7 ^ TRACT L �\ — „ `\2 17 \\ \\ �IaT MTI� I 11 j A I _— / // / j is ' PEN ACE / �I (T ' ha �N aq ��v o' unu 5 HP ��; i / D < i 5 . ,� LP A� i 1 ��\� ESMT / � g �1 e "a# ��i 3 / 2 �`� 15 7 9 I6� I I 10 b' uTIL� P� �� y / I v ! � ,,/� / 0) DATE: 12/18/13 a o'o 7-CH Esur. w / 12 ��Q 7 18 �� V 3 �� ' 44j� `'ice 8 � 2� = = } / i JOB N0: 10.66 a v �v / / 27 ti 0° DRAWN BY: RF / ^< \ \ 13 9 /s _ /' a� ; _ APPROVED: 13 / 12 ® 0 �� — 40 �/ 8� CADD FILE: 4 t 8 15 N \ 26 \ O w /' 1 \ ? cb L. SEE SHEET 8 Know what's below. 7 x call before you dig. LEGEND r PROPERTY BOUNDARY vl co PROPOSED RIGHT-OF-WAY 1 EXISTING RIGHT-OF-WAY a 0 PROPOSED LOT LINE EXISTING LOT LINE \ PROPOSED CURB & GUTTER EXISTING EOA PROPOSED SIDEWALK z - - EXISTING SECTION LINE y PROPOSED EASEMENT c 1 5 EXISTING EASEMENT �J - PROPOSED CONTOURS 100 0 100 200 EXISTING CONTOURS -- =- PROPOSED STORM SEWER ( IN FEET ) EXISTING STORM SEWER 1 inch = 100 ft. O KEYMAP z N.T.S. SEE SHEET 6 SEE SHEET 7 I _. \ / Q I 1 \I\ ' ' ' / T�/�1 \ / OP N TRACT S II I I I I ' 23 vv A 6 O AV - v OPEN SPACE � i v 5 o' url r. .. }6 �I e TRACT I 1; z4" RCP 1 14 a 5 I u' MT/. 1 22 2 2 \ i �' 4 0' uTL 1 MT. -I ® \ osmT / � \ 2 I �� Mr_ 1� I P s 45 I .. I ' ll I 6I— I 10 1 HP �' i co v S TRAcr v v 10' UTL / Q 20 HP vv Sp / sMT o� • EN i ACE 17 (T ) 5 11 I 11 Wwr 13 LP o' unu15C4 v / 10 v / / / 5 $ 1n / t0 1 ��/ ESMT v w � g 11 g 3 19 �� 5 � '1 e (Ty16 �` v Ca I 1a i 18 11 �� i 6 ' 17 A 2 /� 15 /` 7 g C� 4 14 y / oo'erc Esur psmT�� ' v 1 G�P�n �v�. 10 I I - / / `4. �� A V A Z / / / �BK 2B. 'G J54J / l — r. A' cum.) v 1 L — L / 1� 12 7 16 3 �� 8 — ' ✓ /// 0� Q 16 16 �Tv �� 13 // j >�v w w 13 `v 9 �_ � - v /N 8 /15 v /�' w v I 26 vvow �v� �v ft y 5 �, 39 TRACT uv 17 �> 9 25 % ' 35 36 37 38 oPEN sPACE " Z y � v A • V s /i / / ," / // �•. y \ 11 11 10' uT/ Z 9c �i / 4E. / r 14 v 1 i JvP.) n 24 O v v 1 v ESMT v /'\\\v 10 \ v (\v 0 v 1H \ V i <y / v v v 10 UT S � CL t� v A �� i / 1 v A.` III TI L. OO r/ P. 7 TRACT T \ PARK �� ESMT_ — �� QO�� 19 19 w 23 ��v w i� vv / / / AV I A , _ _ — — (TYP ) V) "P. v �� 11 4 /v _ SWALE tt c� 12 ,) w v �v 22 / w g 1e �O 20 \ �- / 184 33 32 31 30 1 29 I,� �O. .v A vV v / / v v v 5 I,vv v A A�A\ 1a 1 11 28 17 21, TRACT G — o u �� \\ 21 v �_—;� — 'OPEN sP9s � 1 \ TRACT L / / 1 v v ESMT 21 y SPACE 11 v — — \ LL v v 6', r MARIPOSA CT II c4 ( I 24 RCP TRACT x v 2 — EXISTING DITCH 22 \ \ \ \\ \ \ I '—•; • �� / I L �`�`A / v A OPEN SPACE — ✓ — _ A / c I Y \ \ �;c / LP ---- --_ r-- . . r--- � T �— ALP _ / x � 16 oSmr�� 16 �1 1 14 23 �-�� c 13 m.) 2Q 1 1 I 125 / 1 X y V A I I ES. 1�1 LP JYP.1) 15 2 1 13 s �," / v v 15 7 ', 24 26 v 4 '' o uT .� 191 2 10 ',uT�. 1 10.' UTIL. 27 �""I _ < Si / 2 \\ A A I ; ESMT., I 1 1 ESMT. ' oa'orrc E r. 24 : yi I ESMT. KS{ za3 Pc 35¢/ i i � � ) l �\ I (TYP. / I A I �► I 1 - (TYP.) �� (TYP.) 25 p a� 3 14 3 1 �_' 23 11 r I DEVELOPER �12�)�p1 14 8 i 18'I • 1 TCri /A26 10 3 0' UTI/. o' uTlr. o' uTL. WELD DEVELOPMENT TACT G MT. ESMT. s TRACT u COMPANY, LLC e• SPACE T. 1 1 I I, �— ESP �. ; MACE zo° IRRicaTo I 10' UTL. I I I (TYP.) II P.) k22 J rt (TIVP.) 13 �, 4 i i 10 ESMT. I 4 200 W. HAMPDEN AVE. liTI �) 10' MT P.) c I I I 1 I 9. I I I I �a I HP —� \\ ESMT. v� I 13 I I I I a� I L - I SUITE 201 P.) 2 ; 4 6 1 _ 1- ENGLEWOOD, CO 80110 cr Ls 27 g 5 S 12 '�„� 5 10 'I 21I ) p O. 0' uTT. f I1 �' �� 1 fi 1 z 16 I 0' UTIP. 1I z Jo: PHONE: 303 346-6437 VA ESMT I I c� I 1 1 1 I I / CONTACT: MICHAEL d`.� Pj 12 10 I I I J I ESMT — I \ P. �' RICHARDSON � . 20 ��;cP 5 1 1 I 11 6 9 I 02.,01, 28 8 j p o' u T�. 1 I N I I '15 I 1 I 6 0' u T�. �sQ \ \ \ j ....HI ESMT. h I ESMT. / +1 / , .�� A A 10 1 II (TYP_) 1 C 1 1 ', (TYP ) 1 �1/ �/ OO' ��A 8 X11 11 7 TRAcry i ��f 19 il V A J 1 7 1 1 O (OPEN SPACE/ / II BOO /v'OGY v 14 I I } I J GREATsrEa I I ( � ,«�r Pea r /8K 228 F 96 & \ \ �� 10' UTIL 111 Y +� 14 \ 1$ / ' " V / \ ESMT. I n 0 8 Civil Consultants . . ` TYP 6 9 10 12 13 $ ' 200 W. HAMPDEN AVE., SUITE 200 30 _) r I 1 -----J J - B 2�4 PG, ENGL. HAMP COLORADO 80110 v �s' WHITEHALL CIR. 4�1 17 PH: 720.855.3859 � FAX: 720.528.8167 . , ... ';_� RCP � _� —— i CONTACT: JEFF FRENCH ��, �, TRACT c 32 —LP I 16 �� 14 15 PEN sPEUT�.I 31TiIIL-F-1Y- , : 6 o'uTlr 69 10 11 12 / T. �) TYPl -_ -_ _ - 1�39'03' iE _ T2467.. N — — - — N8 '03'24"E 521.53' N 3 Z re = DATE: 12/18/13 Lb JOB NO: 10.55 ,:t 81 I DRAWN BY: RF - ® APPROVED: Ica a_ 2 CADD FILE: I 1 \ = Know what's belOW. 8 x call before you dig. LEGEND PROPERTY BOUNDARY m PROPOSED RIGHT-OF-WAY 1 L W EXISTING RIGHT-OF-WAY a 0 PROPOSED LOT LINE EXISTING LOT LINE PROPOSED CURB & GUTTER EXISTING EOA PROPOSED SIDEWALK O PROPOSED EASEMENT / N EXISTING EASEMENT (1 • PROPOSED SANITARY EXISTING SANITARY 100 0 100 200 PROPOSED STORM - .. = EXISTING STORM ( FEET ) 1 inc PROPOSED WATER h h = 100 ft. Ci EXISTING WATER KEYMAP z N.T.S. leIC PROPOSED HYDRANT 600 EXISTING HYDRANT A PROPOSED WATER VALVE E,7.5-7 a` b3// 19/CH,4Ec & /G/,4RYELLEN L/TZENBERCER EX/ST B"b3// _ _ PKCH,4//EZLLC -------- - - - TRACT M _ ___ ROW 1,------ TRACT M _ , - -_ -_ _ _ ROW _ I Y Z Q� I - f OPEN SPACE ❑ ❑ [ OPEN SPACE ❑ ❑ ❑ I 8, ❑ ❑ o' UTIL a 7u I Row I _ EYT. 7 6 / 5 23 22 21 2O 19 18 17 16 15 14 13 12 11 1O 9 (T P. 8 I— 0- I P,4TR/C/,4 A. / //TNEY I 'I I— 10 UTIL. V ESMT. - - i / 11 II Q 8" W L 10'- 7'- 10' UTIL. / QJ � I H _ TYP 33, ESMT. r `JI II 9. H16HLAN0 CT. 0 s^ W// 4 H P/lTR/C/// j1 i/ 59 • 8' SS �" �� j' �_Ul 8„ SS r �; ROW �w - - _- 1- - - t17' �o47cENsoN ! I 3 CL D 3 2 28 29 11 3O 31 32 6 5 4 1 T[ 26 27 �; 10' UTIL 10' UTIL. 10' Q 10' UTIL. ri - ESMT ESMT. - 2Q — — 7 &' 3,43/47,4 CARTRELL I 117' ESMT. TYP. (TYP.) 1 24 25 P.) _ 3.' 2 Y 7_ a 1 III CF, 10' UTIL. I I v 0 _ \ ESMT. ___ yp — — i \+ (TYP.) _- (1r I 5,, 38 37 36 35 34 33 54' 7 8 9 1O 11 12 ow 0 1 Q J Z `, = %� Row fT- 10' UTIL I I 8" w/L 8' SS I n0' UTIL.I I a" w/L W — & (CACAO YN SH3/6ERT - - 39 10 UTIL. g" 6y/L Q - ESMT. /'�/ ‘5------------i-"": \ V A ESMT. I ESMT. 4 34' _ (TYP.) _ -_I _ Et TYP P. -�L 8' SS - O3_8- E 1 LL .- -- �� Ills ■A i[:� LLJ I TRACT - - - - -- - _ Et OPEN SPACE \ 8'� /�� LOT 1 •' (-----------TRACT D �I 36 RCP li 747,407 B OPEN SPACE n r� - / OPEN SPACE _ - - [ i 0— I /r l i `` I 17' 7 ® 64' / / ( T 36" RCP 17 © I 14 10' UTIL. 1 1 10'I -- I I I / 3 1 ROW [ 1 3. ESMT. ) i / / 8 SS f�- i 7 I (TYP.) 0' UTIL. , ( ( 1/ /24/12/(2_ 24" RCP / �� 5'' - - 1I _ 54' , - - ESMT. / / 7/ i� I / / / RIIW 16 ROW TRACT C (TYP.) /� S.- / �/ 13 2/ i 2 , TRACT E 2 $¢' 1I 11 OPEN SPACE / , , ( / i PARK A - - ♦'_-t 10' UTIL I / i 3../ w 2 �l - 2 / / E_SM T. / / / /' I W / 15 — — (TYP.) /// w / I > 12 3 / �. x ROB/N CDRT I III - - 3 ; i / / 8 W/L 14 / a4 ;' w 0=Lu1L rn o' UT �2 "' 4 / y• / 10' UTIL J„� / DEVELOPER o' UTIL 3 ESMT. v�.) 11 ' UTIL e ESMT- •ai ESMT. �/ WELD DEVELOPMENT ESMT. 'I I _ (TYP.) 110 - - / ES 5. i l (T l U i (TYP.) - _ 13 r I (TYP.)' / 4 , COMPANY, LLC I c4' r— , X17 - I / ' / 10' UTIL / / 4 i II 28 © 1 I I 1O 5 ESMT ! / 2OO W. HAMPDEN AVE. Lilo_8' W/L / / TYP. 7 �� a„ w/L 12 I 'I 5 I %� , ) 20' // SUITE 2O1 'CW - - - / / , 8" SS / / 2 0' UTIL (7 / 5 ENGLEWOOD, CO 8O11O / PHONE: (3O3) 346-6437 5 9' 15' 27 ii 1I [-- ESMS. - - [ 8., W L [+ 6 / / �l / CONTACT: MICHAEL HENRY& N1ZA 6275/19,4N 10= ii (TYP.) I, I [+ 9 ++ i ' / , I 6 26 I � 3 ' 8„ Ss A 03; / I 6 RICHARDSON E 10' _UTIL ii �� 1O ` + (41 ++ 8 I 64' l/ \\____________, _ _ L______ / (ESMT. -+ i - - 1 ++ ++ 7 + + I[ ROW 7 P.) 25 4 + ++ 10' UTIL `\ \ + ai , , \ \\ ‘‘, + ESMT, �'++ ` ,/" 8 \ 8 w/L / �_ - . . RCP,24Pea 1 � 8 24 5 9 �i v [[ + + ++ 10' UTIL � � - --� T /i 'k/ 18" IRR �9V6� Consultants [ + 8„ SS + \___-- ESNJ.T. `v / - Ei 8„ W/L + ++ T V (TYP.) Av `v v 36" RCP I/ 1 10 1 i 1 [ B,4RBaR,4 H/LLSTRO� TRACT X g 6 / / I , 200 W. HAMPDEN AVE., SUITE 200 EXISTING DITCH 23 /� ® / ENGLEWOOD, COLORADO 80110 ©`v TRACT [ i PH: 720.855.3859 �0�0 \,1*--- ' 7 \\ 7 7 OPEN SPACE , 2 i \ FAX: 720.528.8167 _-_ - + \ `\ ' 10' UTIL. / ' / + + 0' (i 1O 22 CONTACT: JEFF FRENCH ESMT. 2 - - --- - - - - - - E�'o,1��0� 747,4070 ++ \ `\ 10' UTI \\0\\ , \ 7 O \(TYP. 7, / , 10' UTIL / % ,,�� +\ o A PEN SPAC + v ` ESMh. `v `v v `v / 10' , ESMT //: +v `v 11 v TY'P.) A `v , v v v / / (TYP / / /v `v I vv v vv 21 vv r , 1710Av `vv /X10' UTIL ` / 3 / / ' vv v ` y'� 8 7 ` ESML `y/ i /1710' UTIL. / o /Gl/JR/LlN BEERS AA v `v v �+ , / / ESMT_ / v co 12 y / 4 �T P.) • g 4 o , • 2O "If \ j A i ' / TRACT L M 7 o w" S EN SPACE Li \m co `v �% `v `y v v `. / / 'Iii / / 20 d 0/7/CH 2SW \ v 13 ` ' vv , ` v 1 O vV / / / 5 (9K 283 PG 35A� v+ 0-5 NORRELL �v 19 V 5 / N y//l1JfIM 0% 9c v `v Cy / `v / , , �oF vvv` vv` 18 j 11 �� ^i ' 6 / � 17 14 DATE: 12/18/13 �. ESMT. 9 12 7 w (TYP.) JOB NO: 10.55 8 1 a �` 15 17 w/L i / 16 DRAWN BY: RF ST,4TE OE COLOR,400 , in ii �v APPROVED: , / 16 13 ` - a 16 5' 8 15 CADD FILE: La / `v / n // N // `v n 15 (now what's below. 9 SEE SHEET 11 Call before you dig. 9 LEGEND r PROPERTY BOUNDARY m PROPOSED RIGHT-OF-WAY I 1 EXISTING RIGHT-OF-WAY /r L W PROPOSED LOT LINE o EXISTING LOT LINE PROPOSED CURB & GUTTER �/ EXISTING EOA PROPOSED SIDEWALK / O PROPOSED EASEMENT z EXISTING EASEMENT w w Cr • PROPOSED SANITARY - EXISTING SANITARY 100 0 100 200 PROPOSED STORM - .. = EXISTING STORM PROPOSED WATER 1 inch FEET ) = 100 ft. EXISTING WATER KEYMAP z N.T.S. AC PROPOSED HYDRANT 3,60 EXISTING HYDRANT A PROPOSED WATER VALVE /74z/ST 8„ y/-\ E,riS 8` w/ , . J ___ -- _- _ - - TRACT M I i ROW - �_ TRACT A ' ' 1- I OPEN SPACE ❑ ❑ ❑ ❑ ❑ ❑ ❑ [ i, 10' UTIL. / 1 ESMT. 5 _� 14 1 13 I 12 I 11 I 10 I 9 (rYP ) 8 7 i 8' /r= I I I I Row �� ESMT. i TRACT J __II TYP. 10 7 — --— — — 10' UTIL RECREATIONAL CENTER IIcc /''� -- �— ESMT. �� /� III CL YP.� rCJa e 8- W/I 4 • ; ` k 7' ,752 �� 4 3 1 CL �, 3 ° i i • co > Q 32 6 I 5 I 2 7 _ _ i -- 10' UTIL. 10 UTIL. 10'1 g" W�L z nci ESML ESMT 2Q I n �, Q (TYP.) (TYP.) ` 1T 9. H i, 'f _ 3' II 2 L 7 2 �� — — E. HIM 9 Q 5 5 ' Z 33 sri 7 8 9 10 11 12 ^ow 1 1 � ��n W ROW_ f7'- 10' UTIL 8' WAL 8,. SS 8' W�L in 34' 8" WAL+ I - ESMT. I - \8" SS- - 1- (TYP.) -- -I - - _. --1 i 11 / 1120' DEA-NAGE y cc' �� 1 / ESMT. '„ �r (TYP.) II W _ _ - ___ - -- TRACT B�" _ /. LL Et 10' 1 OPEN SPACE -I I I 36" RCP f �� X_17' - - 7 i r, I 64' / i `- _ I T1 __—_ 0' 14 0' UTIL. 1 Q3 ROW AN G g Sg ESMT. i , i 1 i i / 7 (TYP-) 0' UTIL. / i , ;/ % ROW - I ESMT. / / i� / 13 TRACT C (TYP.) ® �k 12 _ 34• OPEN SPACE i 2 / •Ow i ii I j _ ;,-a - _ v ♦_-rl- 10' UTIL. , / ' / 2 i/ ® / rs ®+ T /.• ESMT. / 7 i /' i L---— TRACT Z 60" RCP8, W — — i i / I 20' DRAINAGE OPEN SPACE — — — — — — — — 2�/ ((W//11 — — (TYP.) �i ® — ESMT. — — — — — — 12 / 3 �• / 7 (TYP ) --- ,3 / y 8., w�L / I _ — 10' UTIL. 3 / I ' 56 55 54 53 52 51 50 49 48T— ESMT. AIL. ti / o' UTIL. ;' / 57 10' o' url�.11o' uTl�. P.) WELD DEVELOPMENT MT. 4 mil' i TRACT K 58 \ 34• ESML ESML 1s 11 ESMT. .g i NEIGHBORHOOD PARK 8" W L =— Q 8¢o'A0 .) / 0 / ' 1s E-1- 7' 10 _� (TYP.) _�rvg-1 ��_ /� caEar s�RN COMPANY, LLC Es R. / e ✓ 59 v :- -- Ra�cwar _ i (TYP.) i 4 i �`ti �BK 226 PG196& 200 W. HAMPDEN AVE. - - - 1 / 10' UTIL. / i _-•_ `• �� 6K ZJ4, PG 97� 10 1 / 5 / , / TRACT W SUITE 201 / / �� ESMT. 7' V - � \� WATER DUALITY POND 5 �� 8' W P.) 26' / //7 - ENGLEWOOD, CO 80110 / 8" Ss ��' _— 8„ ss PHONE. (303) 3 —6437 - 46 5 �, �I 1 18 n' 16 1 8° w L I 6 / s�:;� CONTACT: MICHAEL `� 9 `� / i 8" W�:8/1 X20 19 18 •18 10' 19 6 v 1 — — ' / o' uTIL. 10 RICHARDSON I i i/ I 8" SS I • _ ` — — 21 ESMT. 17 1T', i ca •�• • 7 L I� —_ —___ Zli,6P"O/TCH ESiGIL ii TYP_ J 81 2 17 2 1'5 10' UTIL 8, �, — I 64' CIROW 8,� W E -- �� 22 / f S 8 W�L 8» W�L ESMT. I _ l .. 9/R 288 PC .754 , 10 --- -8 iN L S�, 8„ SS (TYP.) 7 .. -- J - - - _ - -- - - �I�-IRR2 OP- -- --- - - `.. .. ` - - '- 1 -- - --18-- IRR RCR -8---- - �■ /�� _ Pe 8 8 W/L . rI - 24" RCP 23y 16 - D i I ' I / i / - - - Civil Consultants 10' UTI / 15 i Cr47 ESMT. 4 � _ 1 �I 8 IRR RCP' 24 P.) / 4 15 13 200 W. HAMPDEN AVE., SUITE 200 �i ' 36' RCP 1 10' � r i 8 W L - - - - i ENGLEWOOD, COLORADO 80110 i I I \ V '/ 1 i ; PH: 720.855.3859 �. ® �e , i TRACT S I R g W�� 12 S! 46 FAX: 720.528.8167 TRACT I i `x g `� F- 1 �/ OPEN SPACE R65' ' Sf 5 14 5 CONTACT: JEFF FRENCH OPEN SPACE i i _ �`( �� 0/y , ROW-CL `� 10' UTIL. i 10' UTIL. i / ) i % `� '� - `� 8" SS 10' UTIL y - - 10' UTIL �® �� ESMT 2 i i 2 i�,�w `� �� /' 14 �`u5�L' ESMT. — — g c — — ESM_r. �l ESMT �� 7 (TYP.) �� 7' 10' UTIL i � ` 3 2 _ (TYP.)- -- 8" SS (tYP.) Q 45 (TYP.) �� i o', ESMT. // 51� _ // 1 6 1 6 1 1 •.0 i (nP ; / • 13 10' UTIL. o' uTIL. 3 /� 17 / 3 , �� 13 12 x o' uTIL. o' uTIL. ESMT. '05 �� 9 3 �� ESMT. Ay , i T 1 / a(3 `\ i 10' UTIL. `� -� `�� ESMT. r ES_M T. (TYP.) — — TYP.) / , 0� ,/' 18 /TT / ESMT. TYP.) i ) — 10 I 44 I 44 i -, 7 i % ESMT. c. 10' U TYP 34' "' �• / 4 i i/ (T`FP.) i/ /' 7'. TYP. 10' UTIL. 7 J 10' UTIL. I I I 4 / o' urlL. � ( �� o' uTl°' �'Ff' \ / / / ,�'� TRACT L �\ // 10 ESMT./ ESML 4• 54' �� / ESMT. �. __ ESMT. M o SJ, //i `S �� i� OPEN SPACE .O• 17 ��f (TYP. 5 TYP.) 11 — — R(DW (TYP.) i i ESM i ro �\ i I / i 200.0/TCHESr'GlI �� i 10' UTIL. ' 8" W�L r- / 43 w ` ` l , i 5 \ i / �BK 2BJ PG 354J �r : i ` ��///�� ESMT. ' $ 11 11 i i • 5 i i ��/ • / l 1 T NJ-FY �, / - - 11 11 11 19 r / / 16 i + / / `I �i ) 6 I 11 10' UTIL A ' •,. / / / �� 11 �� M 6 / 17 2 / s 7 P.) 42 DATE: iw / � 10' u51L. �` 9 1a 10 12 1813 �x ESMT. s 8„ W L- JOB NO: 10.55 ct r ' / `� TYP. 1 4 ` --_� —_ 8 1 ,r// RF ^ DRAWN BY a � 8"' 12 16 (TYP ) 1 • P i i ' w L 7 P.)27 8,. w L 41 \lilli— 50' . APPROVED: 13 4 13 / 9 MERRYVALE OR. CADD FILE:lc 8 15 26 �� / �� _- 40 a 1 0 / i , i / i w� A // \� 8' SS - r- 8» SS 1 Knout what's below.r i / L i , 1 / 12 I SEE SHEET 5 Call before you dig. LEGEND r PROPERTY BOUNDARY m PROPOSED RIGHT-OF-WAY 1 EXISTING RIGHT-OF-WAY L W O PROPOSED LOT LINE EXISTING LOT LINE -- PROPOSED CURB & GUTTER EXISTING EOA PROPOSED SIDEWALK l____.PROPOSED EASEMENT -;/ O EXISTING EASEMENT 1 w • PROPOSED SANITARY EXISTING SANITARY 100 0 ioo 200 PROPOSED STORM = .. = EXISTING STORM PROPOSED WATER 1 inch FEET ) = 100 ft. EXISTING WATER KEYMAP z N.T.S. AC PROPOSED HYDRANT 600 EXISTING HYDRANT A PROPOSED WATER VALVE SEE SHEET 9 SEE SHEET 10 / , o `, o I ® I I v /� 6 TRACT S - - g" NI E y>y 46 / / TRACT I , _ � �� x- 1 OPEN SPACE R65' 14 O 5 I 8 OPEN SPACE , , O� ROW-CL • 5 12 `� / / �- �� \ �� ` 8" SS 10' UTIL. �` 22 `, , 7 . '�� 10 SMTIL� 2 % i 2 i A �� / � 14 R55' ` - - E_S M_T. 10' UTIL 10' UTI ` v`� I'�'" ® /y�� , , 10' UTIL. i v E-�' i 1 ESM T,� - - - TYP. 45 ` \ 2 8" SS ( ) ESMT. V `� 7 �(TYP_) �� 7 , '5 3 N) TYP. i Q i (TYP.) ESMh. `�o � 4 5 10', ESM T. / / y A \ V•, _ 1 13 6 11 ,.;9 1T `4 / / , , \ , t 17 �`� / D 10 UTIL. 10' UTIL , /.`/ 10' UTIL. o 21 o'. 3 3 �� :� 3 12 x i o' uTL. �` ESMT. ` ESMT. •� $ 7 �( `� TYP.) // i / 710' UTIL i V � X24 13 I A ESMT. L.- ESMT. (TYP.) ��I - - / !., I CD CL `\ `� `� , ESMT. �! ` 0� �qT r 10 U TYP.) TYP) 1D 44 / �� /�, �/ `� ` i (Tl<P.) i�� `v � � A / .j. 18 l / f ESMT. f J — 7 / I ` ` / • `� 4 , / / / ` 7 4 - - 7 12 ) 10' UTIL. / i I �� — oo %� (TYP.) 10' UTI — J � 10' UTIL �\ 9 �, / , 4 , i 10' ` 10' UTIL /` • ESMT. i1 5�' ESMT. / i O) / 20 � , S \ , i '. TRACT L �`� �� / ESMT. i IIII 4 l ( ) - ECM T. i ` f ` / o i S / i •'EN SPACE O TYP.) i 11 i 112�W TYP. / ` % `� `�� i ` / , / / A• 17 (TYP 5 �I -- -- , , (TYP. W �� / / `� , I i i/ 2OOO/TCH ESr'G/I `� /® i� �� 10' UTIL � � 8:, W�L • 43 / W 13 / i i 5 \ l �6K 263, PG 354 . , ESM T/ I c i i 11 i , i vTf 19 10 5 ( 1 I I $ I I �e 9 ; / Wo `� `� �� `� i . i i / i `. 16 6 17 �` �� 10' UTIL A ES z / • I •,. ) / �G� Fyo 10 ESM r — 8 /'�/ V) / `, h i / , / / / / /� i i (TYP.) o Q. 18 11 ^i , 6 17 ; �� '� 2 15 % i 7 A �, g Se ', % 42 ; 14 �� `lni- `� ��`� ��.�C/ i � 10 UTIL. — — �� i �i 10 10' U r i i / / ///`� ESMT. �� I i 8' W/L = / ' v ` E5K4 T. 9 , , �/ _ 10' UTIL��,//` (TYP.) ��• �_ (TYP.) 17 12 w/L 7 � 16 EST. �` \ �/ 14 �:�� 8 41 o 15 w 27 8" w/L �'� 4 ` i �` / , 8,: SS i / i . �/ i 1i N 13 1 4 A 40 16 8 5 ;'/ / 0 CL - M 16 5 26 8" SS _— 8r, ,s LLI �o �`900 . 15 g ' � '�• 25 ��Y�, �� . �'�// 35 36 37 38 39 OPEN SPACE / / 2 4 6 - ESMT.; / , / / /� /y . 24 10' uTIL. 18 `� o 7 (TYp. 10 )i i i < X10' UTIL \\ A � ESMT. �24- NLLI ` 10' U TJY. 4 `� ,i i 13 i ��• 3 ESMT. / 7 ,�� ` 1 0 �\ TRACT T - - T 10' UTIL `� ESM'1. vi i / / i i ; %N .cTYP. 23 ` ` ` �� PARK ESMT. Et - \ YP.) 19 ` / i / i i/ i 19 `� �i 2 8" SS - - - - _ — (TYP.) — V/ �\` 12 7 „ / �FS� ' (7' 4 22 a"9W/L �i �. 20 .� /� 18 9� •'� �\ 8 \/ �a�1 I 34 I 33 I 32 I 31 I 30 I 29 I /' �� / 10. ) y , / 5 8" W/L v U� ' \IVv_ - - i 110' UTIL. 7' / 28 �� / 8:, SS / / � , 1 / 10' 5 ST� ___ ESMT. 10'- 1 8" W LCZ /l 21 TRACT L i i / 21 TRACT O p .OPEN SPACE / 11 ' / ` �� 17 OPEN SP 1 `1 i / ` TRACT - _ - _- - -. - _ - _.- -- _- - - - - EXISTING DITCH \ 22 ` / ' ' TRACT P - V `, i 7 i / 16 '/ OPEN SPACE - _ O/THES� �� 18" IRR RCP i /� �`� `v �v \ �� _----� I I i6 - - -I 14 lI I 7 10 • / 3 PG s4J 3 v\`. ', 20 I I 1 16 1 0' uTIL. 25 DEVELOPER 23 - A i / / / ` , 1 Ii I m — _ I ESMT. - 1 0' UTIL u ) R50' WELD DEVELOPMENT �osMr. 15 7 I (TYP.) 15 2 13 10 II : II n�6 24 26 E—Q COMPANY, LLC � \ � O' uTIL 2 c 7'I 27 4 ESMT. o' uTL. 19 0' urlL. 200 W. HAMPDEN AVE. N -- 24 82(TYP.) / 2 \�- 10' UTIL. i - - _-- /__. / r� `� )' (TYP.) ESMT. 10' UTIL ESMT. -��-- -.214-.1 - ESML g. - - - - +/ 'NN, / �" / / V ) - - (TYP.) +- ESMT. (TYP ) I 1 (TYP) '„ 23 ENGLEWOOD, CO 80110 RO25 / V 1 - - I I (TYP.) 1 3 12 ,20/2,4/61\k/ ; / 18" IRR RCP 4, / \ \ - i 14 8 I 18 3 I 14 I� 3' II 10' UTL PHONE: (303) 346-6437 I,�ID �CH <, ,.. / I , 10' UTIL P 'I ESMT. Di TRACT G 26 10 \ /i 3 /i 5 i ESMT. - - i - - - - (TYP.) TRACT U o' UTIL. I OPEN SPACE CONTACT: MICHAEL SPACE o' UTIL o' UTIL ESMT. P.) y 4 11 22 RICHARDSON 42, 10' UTIL ESMT. t0 SMT. — 10' UTIL i ESMT. — (TYP.) 17 4 1, 4 13 , ' (-TYP.) I _ _ (TYP_) n (TYP.) STvIL 9 �a , , '1W P.) 13 o°� I 3', 8" W/L I I 4 6 I 2 .03 10 21 I Z ,� 5 I 27 10' 9 o 16 [� 5 12 e" w/L 17 — •— ' 10' UTIL I 8,: SS - - 7'� 12 rn 10 IIW ESMT. I Pe � 7 �� YP.) is ( I 20 1 8 \ 5 10' UTIL. 15 F �L 6 11 6 9 ; ( / I Civil Consultants 1 o' uTIL. , • 28 v �� ESMT. - - ESMT. i • 1/ i OW 8 w 200 W. HAMPDEN AVE., SUITE 200 0 TYP.) P.) / ,` A II 5 1 8 I 11 I 11 e" w/L 8" SS 1 7 OPEN V E/ 19 ENGLEWOOD,20.85OR COLORADO 80110 _ 7 10 ao o'RON/ uw 14 FAX: 720.528.8167 GREAT//UESTER/V 29 �\ 7 8' W L 10'I I 8.: SS 24" RCP c R,4/LGY,47 CONTACT: JEFF FRENCH / / I „ — — 8" W/L1 8" SS — — I � 7 8 ` 18 I /BK 228, PG 96' &- / = 11 1T 14 / `� `� 6 1 T 12 ' ►i 9 1 0' c� / BK, 234, PG 92/ � g I 10 7, I I 12 13 $o' 7 �� -- _ �� /0' UTIL. o (TYP.) - / 8 17' 16 32 5a /l 16 I a PEN SPACE UT�L. 33 �I Row ��1 ai 1 2 3 4 5 6 I 7 I 8 I 9 I 10 I 11 I 12 I 13 I 14 I 15 (TYP.) �� '2o Iz ��EI 10' UTIL 10' UTILI > 34 \ o ESMT. - - ESMT. _ — — — — - g8\ — — (TYP.) _ (TYPE — — — — 5 \ — = 3 DATE: 12/18/1 CONK/E L YN SC/CA-LE/ — — — — — — — — — — — — — JOB N0: 10.55 re _I ® DRAWN BY: RF 1 APPROVED: a CADD FILE: a a Know what's below. x I Call before you dig. m W a a Z O Vl 5 W Ix a Z __ _ _ _ __ _ PHASING SUMMARY AREA NUMBER 1- - p - __ --- PHASE (ACRES) OF LOTS V ► '"°SA. 000.0. u 1 34.91 96 14 • 2 23 22 m za 19 15 17 16 15 14 13 12 n to a e 7 2 19.14 61 II am lima — 3 36.37 63 �i —b,ox I� �� 4 24.36 82 se z7 ze 2a a4 3, 32 e 5 4 3 2 , 31 _-- - .�._, r-----• 5 332264.633476 264 93 o ::, 1DI 633.96 TBD 24 25 Q PHASE 1 2' Ii IS 1i1� TOTAL 181.38 395 W I 38 37 35 35 34 33 7 s a 10 11 12 Q II', - IIIf7 ��--- I III ii il _II I III O i♦uRs1_o,EM AVE. ) pi .ate anima jet . Q O y - tt O 1 14 @ 1 O 1 _ `__NA-SE3 I__L Q --- 16 2 13 �.� 2 J se 2 r 2 awsia I1 PHASE 6 15 3 r2 3 CL 1 �� 14 �., 3 s7 Sa 55 ©® sz si so 40 48 CL 3 13 4 1Y 4 ^ ea ,r.wmonog ©Ss O J 4 Q `./ MERRY OR. 1 5 wan 35 Q10 4 .� .�. Z z 12 5 e 5 ,� 2 5 II 1 18 1 16 z a 5 20 9 8 a 11 5 0 L 2$ 3 I Q O 6 __ 7f n 2 17 2 15 10 8 O 7 a 7k I Lisl 6� - 8 24 -_ --- - �� v 1 24 15 4 P1I I AS j 13 47au, OM 12 4sI*WINA " ' 21 3 3 O 3 13 a 13 P F 5 10 44 V 12 9 � ` 4 � 18 4 7 12 7 zb H i. 4. �.A. n s n ,3 O 10 y 5 s I / 1 5 n O a 43 19 z �a a 1O e } 18 /1 t 6 Q 17 I 2 15 7 a © 10 / 42 ib 17 12 7 15 - 3 14 5 r _ 27 4 A 13 9 ERRWAIE OR, 41 1$ 13 16 8 15 26 \ 40 12 )5 9 25 5 35 JB 37 35 39 sera 17 14 ��. Q 74 2 \ 8 11 \ \\ I 18 10 2` 111 Qy 13 3 Nv 23 7 10 1 Ima r � - - - - - -- - - - - -19 -7 IT\ INC !' O 12 n ` 22 9 9 o 5 \ a 3< 33 32 31 30 zs 2a DEVELOPER V T7m .� �„ 4 7 2, OM".• — ----n 1 WELD DEVELOPMENT A 5 MAMMA a. COMPANY, LLC 999TQ e , o +4 ze 200 W. HAMPDEN AVE. z3 • , o SUITE 201 \ 15 7 2 15 2 13 ©24 28 27 ENGLEWOOD, CO 80110 2` z \ ,a PHONE (303) 346-6437 25 14 3 12 23 / 14 I 8 18 3 FF �( , ,, 10 3II s Q ,. . / CONTACT: MICHAEL ET 17 z 4 g 13 4 11 A RICHARDSON e li 4 8 3i i �[f 10 2 / 27 9 pz 18 G 5 12 12 I 10 IIPe ' S 5 7 11 m 8 a © 20 28 8 lig 15 5 y O 5 ,i 11 7 0 19 ,4 7 ,a Pek e"----1\\ak 2a 7 a I, 5 ii 9 10 72 13 �� 8 e © 8 30 1 / 7 Civil Consultants 31 vmne[AL OR. 200 W. HAMPDEN AVE., SUITE 200 a ENGLEWOOD, COLORADO 80110 O ° 2 3 4 s 5 7 8 a ,o n ,z ,3 14 15 PH: 720.855.3859 _— _ _ FAX: 720.528.8167 ii ! �� _ — — — — --- - — — i • _-- — CONTACT: JEFF FRENCH 1 ! 1 2 C a o co co 0 N N 3 O z Co C IL Tr DATE: 12/18/13 TiJJOB NO: 10.55 DRAWN BY: RF 81 ii a 200 0 200 400 La APPROVED: CADD FILE:ce X ( IN FEET ) Know what's below. 1 2 1 inch = 200 it. Call before you dig. THE HENRY DESIGN GROUP December 17, 2013 The Board of Trustees c/o Mr. Dan Dean, Town Manager Town of Mead 4155 Mulligan Drive Mead, CO 80542 RE: PRELIMINARY PLAT APPLICATION FOR MEAD VILLAGE Dear Ladies and Gentlemen of the Board, On behalf of Weld Development Company, LLC, the applicant, we are pleased to submit the enclosed application for Preliminary Plat for the 181 acre property known as Mead Village. The proposed Preliminary Plat is in conformance with the Town's Comprehensive Plan, the RSF-4 and HC Zoning of the parcel, the requirements of the Annexation Agreement and the Town of Mead Land Use Code. The following narrative provides a detailed description of the Preliminary Plat application. 1. PROJECT TEAM Owner/Developer: Landscape Architect/Planner: Weld Development Company, LLC Henry Design Group, Inc. 200 W. Hampden Ave., Suite 201 1501 Wazee Street, Suite 1-C Englewood, CO 80110 Denver, CO 80202 p. 303-346-6437 p. 303-446-2368 f. 303-346-6438 f. 303-446-0958 mick@vhlco.com khenry@henrydesigngroup.com Civil Engineer: Peak Civil Consultants, Inc. 200 W. Hampden Ave., Suite 200 Englewood, CO 80110 p. 720-855-3859 f. 720-855-3860 ifrench@peakcivil.com LC ` ATE' ?TRFFT CI,ITF [TOP, i.cIOFflC H) 2 P R ( >$DF F 303-14( )'s8 uaau.hrrn7'(f('/J1 nn 2. PROJECT LOCATION AND DESCRIPTION The parcel of land is located south of Welker Avenue (County Road 34), east of County Road 5, south and west of Mead Elementary and Middle Schools, west of the Great Western Railroad, and north of the Upper Highland Ditch. The site is generally described as located in a part of the North Half of Section 16, Township 3 North, Range 68 West, of the 6t" PM, Weld County, Colorado. { r , ,_ r'7 yl IFY 741i '1 • r_ /• ^ ` �� :I, Ma 9 air Welker Rd. - uH Ill +ri Me• • Vjll• •e - • �1�� _- 0 ;. t w • 77 .d�,'�' rt a .� D r4•A tIr Ibiers/ t At•. TS Vicinity M• • 3. EXISTING SITE CONDITIONS The site is generally a farm field with slightly rolling topography in the 0% to 3% slope range. Over the years, the property has been used for crop production. The only significant site features are the Upper Highland Ditch and the associated irrigation laterals. No improvements or encroachments are proposed to the Upper Highland Ditch right-of-way. Portions of a private irrigation lateral that runs through the property will be relocated in a pipe to accommodate the development. Several existing trees are located on the site adjacent to the ditch and lateral. The trees have been inventoried and professionally analyzed to determine health and condition. The Neighborhood Park, entry drive and central trail and open space corridor were designed to preserve as many of the existing trees as practical. Page 2 of 10 Mead Village Preliminary Plat December 17, 2013 No historical structures exist on the site and the existing structures will be removed prior to the commencement of construction of the neighborhood. Offsite conditions were considered in the design of the neighborhood including Welker Avenue where a consistent landscape buffer is provided. The Great Western Railroad defines the eastern property line. A significant open space buffer is provided along the railroad. Mead Elementary and Middle Schools border the site to the north. An open space buffer is provided for separation between the school facilities and lots. Oil and gas facilities are located on an off- site parcel east of the railroad. Setbacks from the wells and production facilities to the single family lots meet or exceed the minimum distances required in accordance with the Annexation Agreement. 4. GENERAL DEVELOPMENT INFORMATION Neighborhood Design The intent is to develop Mead Village with 395 detached homes within RSF-4 zoning on a variety of lot sizes to create a diversity of home styles in several small sub- neighborhoods resulting in an overall density of 2.6 units per acre. The central Neighborhood Park is the focal point, organizing element and strong center on which Mead Village is planned. Primary access to the parcel is at Ginger Avenue from Welker Avenue. The entry drive with landscaped median creates a sense of arrival into this unique neighborhood. East of the entry drive is the proposed community recreation center and neighborhood park. The entry drive parallels the park culminating at a roundabout which will disperse and calm traffic as one enters the different sub- neighborhoods. The lotting pattern is a modified grid intended to tie all sub- neighborhoods together in an efficient manner. The community is proposed to be developed in six phases in a logical sequence and according to market demands starting with single family residential off Welker Avenue and working south and then east. The overall phasing plan includes five phases of single family residential and one phase of highway commercial that is located along the northwest boundary. Phase 1 includes 96 sites with varying lot frontage widths to accommodate multiple products and price ranges along with the offsite improvements to Welker Avenue that provides two access points to the community. Phase 1 also includes a 1.19 acre pocket park, several large open space tracts with trails, and the initial landscaping along Welker Avenue that will enhance the Town's primary road corridor. Page 3 of 10 Mead Village Preliminary Plat December 17, 2013 Phase 2 includes 61 sites with several sites backing to the Highland Ditch open space area. Phase 3 includes 63 sites, and incorporates an additional large open space area with trail, the neighborhood park, and the site reserved for the community recreation center. Phase 4 includes 82 sites, a second pocket park and open space area, and Phase 5 consists of 93 sites and several large open space areas. Phase 6 is the approximate 34 acre Highway Commercial (HC) that is proposed to be platted at this time as a super block area. The varying lot sizes in each phase are designed to allow for diversity in product style and also provide a transition in density from those adjacent to the commercial area to the larger lots located within the interior of the neighborhood. Overall, the plat consists of 75 foot, 65 foot, and 55 foot lot frontages with the average lot size throughout the neighborhood of 8,001 square feet, which is in compliance with the Town's Land Use Code. Access Primary access to the residential neighborhood is from Welker Avenue at the Ginger Avenue alignment. A secondary access point is provided to the residential neighborhood from Welker Avenue along the boundary between the commercial lot and the residential neighborhood. It is intended that access to the commercial lot be from both Welker Avenue and County Road 5 on the western edge of the development. A future residential access point is provided along the southern boundary line that will tie into the Rangeview Estates Subdivision when that neighborhood is developed. Streets and Vehicular Circulation The street layout forms an interconnected system in a modified grid pattern. The orientation of the streets is primarily in a north south direction for maximum solar exposure. The streets were designed to work in concert with the sites natural features and to emphasize the focal points of the neighborhood such as open spaces and parks. The neighborhood streets are proposed with a 54 foot right-of-way and 34 feet flowline to flowline. The cross-section allows for two travel lanes, parking on both sides of the street, a tree lawn and detached sidewalk. Parks, Trails and Open Space Parks, trails and open space corridors are a key component of Mead Village. Pocket parks are located strategically to serve homes in the immediate area and provide key focal points. These public spaces also aid in creating neighborhood blocks and circulation patterns. Two pocket parks are proposed ranging in size from 1.15 acres to 1.19 acres plus an additional 2.92 acre open space tract that provides 1.22 acres of native open play field area. The pocket parks and native open play area are connected Page 4 of 10 Mead Village Preliminary Plat December 17, 2013 through open space trail corridors which ultimately lead to the central neighborhood park and proposed recreation center. As indicated on the Parks and Open Space Plan, 46.37 acres, approximately 26% of the site is proposed as open space. However, credit toward park and open space requirements is not being requested for all of the areas based on the intended use of certain Tracts. Credit is being requested for the trail paralleling the Upper Highland Ditch with the anticipation that at some point this trail will become part of a regional system that ties Mead Village into all areas of the Town. Credit for the pocket parks is also being requested as part of the required dedication given they provide a key role in the interconnectivity of the neighborhood, which is a key component of the Town's Land Use Code — Community Design and Development Standards. The neighborhood park and recreation center is planned as the activity center of Mead Village that will draw the residents together. Together, these facilities will meet the recreational and social needs not only of the residents of Mead Village but also the surrounding neighborhoods as well. Approximately 2.58 miles of trails are proposed throughout the neighborhood. These trails are planned to link the residents to parks, schools, open spaces and community facilities. The trails provide an alternate means of travel as well as recreational opportunities. Landscape Landscaping is indicated on the Preliminary Landscape Plan. Street trees are planned along all streets between the curb and detached sidewalk. The tree lawns aid in creating a sense of place by separating the homes from the adjacent streets and by adding shade for pedestrians using the sidewalks. A 35 to 45 ffoot wide landscape buffer is provided adjacent to Welker Avenue. The buffer will have a solid six foot high vinyl fence with varied planes to allow for pockets of additional landscaping. The developer (its successors and/or assigns), will be responsible for the installation and the Mead Village Metropolitan District will be responsible for the ongoing maintenance of the buffer to ensure a consistent and pleasing frontage along the Town's primary road corridor. There are numerous existing trees on site primarily located along the Upper Highland Ditch and the irrigation ditch laterals. These trees have been inventoried and a professional analysis has been provided as to the health and condition of the trees. To the extent possible, many of these trees will be preserved as part of the parks and open spaces. The entry drive was specifically designed to preserve many of the trees. An Page 5 of 10 Mead Village Preliminary Plat December 17, 2013 inventory and analysis of the trees is provided on the Existing Conditions and Ecological Characterization Plan. No improvements are proposed for the Upper Highland Ditch therefore the existing native vegetation will remain as is. Fencing All lots adjacent to common areas will have a consistent fencing theme. Two types of fencing are proposed. A 48 inch high beige open rail vinyl fence (54" post height) is proposed along all lot lines adjacent to open space. Homeowners will have the option to install a wire mesh grid to the inside of the open rail fence. A six foot high vinyl privacy fence with columns is proposed along the rear lot lines adjacent to Welker Avenue and where backing or siding on the entry drives. Storm water Developed runoff from the proposed development area will be conveyed via streets, storm sewer and swales to a point in the northeastern corner of the site. The runoff will be attenuated at this location by a proposed detention/water quality pond per Town of Mead criteria. Release from the pond will be into the existing swale adjacent to the Great Western Railroad line and from that point it will follow the existing drainage pattern to the north where a culvert carries runoff underneath the railroad to the east. The drainage design is consistent with the Town requirements and will result in no negative impact on downstream properties. Phasing It is anticipated that the project may be phased through separate filings with absorption of all phases planned to occur over a 48 to 60 month period after commencement of construction depending on market conditions. Overall, the proposed Preliminary Plat is in compliance with the approved Annexation and Zoning and is compatible with the surrounding developments and land uses. 5. CONSISTENCY WITH TOWN'S COMPREHENSIVE PLAN The Mead Comprehensive Plan, dated March of 2009, has been utilized as a guide to future development. Residents participated in a Survey of what they thought that the Town of Mead should look like in 20 years. The results are highlighted below: A. A safe community (65%) B. A family oriented community (56%) C. A rural community (48%) D. A community of predominately single-family dwellings, limited number of apartments, condos, townhomes (48%) Page 6 of 10 Mead Village Preliminary Plat December 17, 2013 E. Having a reinvigorated old town area rich in character and heritage (44%) When factoring only the Town residents' responses to the questions, the top five remained the same; however, the desire for a rural community dropped from third place to fifth. The strong desires of the residents of the county to remain rural impacted the overall response to this question. Mead Village is identified in the Town of Mead Comprehensive plan with two land use designations. The Northwest corner of the property is identified as CMU (Commercial Mixed Use), and the balance of the property is identified as SFR (Single Family Residential). --— ' [(mil of Brad and — - , 1 Planning Influrrire lrra _. fnmprrhrmi 'Wind .. /; Ise Ilan umui remsnnn. • p O .. °V • • �r a Ia , A u T w f / 1 " eAd rs I 1 '.. Page 7 of 10 Mead Village Preliminary Plat December 17, 2013 ,ter, � , { - WELKERAVE. �'r. _ in iI y s.,, 3. "� i CENTRAL 4t AMENITY _ -- yA J i T ..,... _ •Ica, " Avarieryofuses '� , S �! An Interconnected Commercial Mixed Use (CMU) - r network of streets �i.:��'i"r = � , Comprehensive Plan Designation ;t "*` t The commercial area is not being r v 42,-1_ planned with this Preliminary Plat Pt Avariety-of K application. The 29.5 acres is ,mot �l a dwellin- • s designated as Lot 1, Block 20 and is ds . designated as future mixed use Building types vary " -L- `-o. development. At the time of I+ even on the same block Green space close by - development, compliance with the �I k Sat, eve dwellIn p p .... - - i ___ _ Comprehensive Plan will be addressed. Single Family Residential -4 (RSF-4) - Zoning District The proposed Preliminary Plat is for 395 single family lots of varying sizes. The gross density of the SFR area is 2.60 dwelling units per acre which complies with both the zoning and Comprehensive Plan. Further, Mead Village meets the desired location and character criteria as stated in the Single Family Residential portion of the Comprehensive Plan. As stated, the intent is for a mix of densities, variation in lot size, style and size of homes located in close proximity to regional and local trail systems. Page 8 of 10 Mead Village Preliminary Plat December 17, 2013 Mead Village has been a collaborative process to attain the goals outlined in the Town of Mead Comprehensive Plan and is designed to be in compliance with the following tenets of the Town of Mead's Comprehensive Plan. • No attached housing is proposed; however, the diagram depicts the design intent to provide a variety of lot sizes and housing styles in the overall neighborhood. The variety of lot sizes will promote a logical transition to existing/platted adjacent lots of a disparate size. • Open space and parks integrated into the neighborhood, are easily accessed by residents and provide access to community amenities including the neighborhood park, recreation center and adjacent schools. • Pedestrian access routes to trails and open space are clear and easy to reach from each residence. • Street trees are provided along all streets. Xeriscape techniques are utilized in all landscape areas. • Interconnected road network integrates with the existing Town road network. • Setbacks meet the Land Use Code requirements; therefore, allowing for landscaping and usable private yard space. • A mix of compatibly designed single-family detached homes will be provided ensuring that the scale, size and siting of the home is appropriate to each lot size and lot configuration. Page 9 of 10 Mead Village Preliminary Plat December 17, 2013 "'tic skis . • Summary • The proposed Preliminary Plat is in compliance with the Town's Comprehensive Plan and Land Use Code. • The neighborhood is planned in a compatible and sensitive manner. • As stated in the Comprehensive Plan there is a coordinated landscape buffer along Welker Avenue. • A centralized amenity is provided as the recreational and social core of the neighborhood. • Open space, parks and trail connections are provided throughout the neighborhood enforcing the goal of an interconnected community. • A variety of lot sizes and housing types are provided. In closing, thank you for your time and efforts in reviewing the Mead Village Preliminary Plat. We believe the neighborhood will be an asset to the Town and look forward to continuing to work with the Town to see this unique neighborhood to fruition. Respectfully submitted, Karen Z. Henry, Principal Page 10 of 10 Mead Village Preliminary Plat December 17, 2013 Peak mwH.m su 200 Englemod Colorado 80110 P,:720.8553859 Civil Consultants FAX 720.855.3860 Preliminary Drainage Report For Mead Village Mead, Colorado Owner/Developer: Weld Development Company, LLC c/200 W.Hampden Avenue, Suite 200 Englewood, Colorado 80110 (303) 346-6437 Contact: Mick Richardson Prepared By: Peak Civil Consultants 200 W.Hampden Avenue, Suite 200 Englewood, Colorado 80110 (720) 855-3859 Fax: (720) 855-3860 Contact: Jeff French, P.E. Project Number 10.55 December 2013 Civil Engineering and Land Development Services TABLE OF CONTENTS Introduction 1 General Location and Description 1 Drainage Basins and Sub-Basins 2 Existing Drainage Patterns 2 Proposed Drainage Patterns 3 Existing Stormwater Conveyance or Storage Facilities 4 Proposed Stormwater Conveyance or Storage Facilities 4 Water Quality Enhancement Best Management Practices 5 Potential Permitting Requirements 5 Conclusion 5 References 6 Appendix A - Maps, Tables &Figures Vicinity Map Phasing Plan Flood Insurance Rate Map Panel #0802660725C5 Soils Map Appendix B—Calculations Town of Mead Time Intensity Frequency Curve NOAA Rainfall Depth Duration Frequency Isotopes Watershed Imperviousness (UDFCD Tables RO-2, RO-3, RO-5) Composite C-Factor/Weighted Percent Imperviousness Runoff Calculations Full Spectrum Detention Sizing (Pond A) Full Spectrum Detention Sizing (Pond B) Historic Drainage Plan Back Pocket Preliminary Drainage Plan Back Pocket INTRODUCTION This Preliminary Drainage Report has been prepared for the Weld Development Company, LLC in order to outline an effective storm water management plan for the land proposed to be Mead Village (SITE) in association with the preliminary platting of the property. This report presents a preliminary look into the existing drainage characteristics of the Mead Village Site and how development will change those patterns. Included within this report is an overall drainage plan for the site along with reference information for drainage basins and stormwater conveyance facilities. GENERAL LOCATION AND DESCRIPTION The land proposed to be the location of the future Mead Village (SITE) is a portion of the North 1/2 of Section 16, Township 3 North, Range 68 West of the 6th Principal Meridian, Weld County, Colorado. The site is bound on the west by Weld County Road 5, on the east by rail road tracks, and on the north by both Weld County Road 34 (Welker Avenue) and the Mead School Property. The Highland Ditch, which serves as the site's southwestern boundary, flows southeast from Weld County Rd 7 to the southern boundary. Other irrigation laterals originate from the Highland Ditch and disperse water throughout the subject property. There is an existing house near the center of the site that is proposed to be removed. With the exception of the existing farmhouse, the entire 181 acre site is currently undeveloped agricultural land. Refer to the attached Vicinity Map and Preliminary Drainage Map for additional information. The proposed development will consist of 395 single family residences, 29.3 acres of commercial development, 4.2 acre lot for a recreation center, a 7.3 acre lot for a designated neighborhood park with associated ball fields, 27.1 acres for additional parks, open spaces, and detention areas; and finally 7.9 acres of non-irrigated area for the Highland Ditch. The proposed development will occur over six phases (Refer to Appendix A for the Phasing Plan). The proposed layout of proposed lots, tracts and easements can be viewed on the Preliminary Drainage Map (Map Pocket). As previously mentioned, the Highland Irrigation Ditch lies along the southwestern property line of the SITE. Several irrigation ditch laterals are connected the ditch; two on site laterals, and a third one that is offsite located immediately south of the southern property line. The SITE is currently undeveloped land that is covered with agricultural fields and natural grasses and lies in such a way that the only upstream offsite basin is from a 4.3 acre agricultural parcel located just northwest of the site. The existing terrain is divided into two basins (H1 and H2). The majority of the site (H1) generally slopes to the northeast toward Weld County Road 7 and Weld County Road 34. The other smaller basin (H2) is reserved predominantly for the Highland Ditch that lies along the southwestern boundary of the SITE. R-dinirary Drainage Repot fa Mead\Allay Page 1 The site lies in the upper portion of the drainage basin that is tributary to a mapped floodplain (Reference 3) that lies about a half mile to the north and east of the Town of Mead. This tributary flows from west to east and meanders for several miles through a variety of lakes and/or reservoirs before its confluence with the Saint Vrain Creek. St. Vrain Creek conveys flow to the South Platte River. According to FEMA Map No. 0802660725C, effective September 28, 1982 (Reference 3) the site lies completely outside the 100-year floodplain and there are no FEMA regulated floodplains that are immediately adjacent to the site. Onsite soil types and characteristics are illustrated in the Web Soil Survey found on the National Resource Conservation Service (NRCS) website. Onsite soils for the SITE include: Nunn clay loam (42), Wiley-Colby complex - 0 to 1 percent slopes (81), and Wiley-Colby complex - 1 to 3 percent slopes (82). The majority of the soils are within Hydrologic Soil Group B, with a small area (11.2% of the site) of C soils. Since the majority of the soils belong to Hydrologic Soil Group B, the individual basins were analyzed based on the Hydrologic Soil Group B. According to Reference 6, "geologically, the site is mapped as having colluvial (gravity deposited) and alluvial (water deposited) surface soils atop bedrock units". The site is also purported to have a relatively shallow groundwater table and shallow bedrock (less than 8-feet deep) at some locations at the site. In conjunction with the multiple irrigation ditches adjacent to and/or traversing the site a high groundwater table is anticipated, and perimeter drains for buildings with basements or constructed as slab on grade are recommended. At the time of building permit, each lot is to have its individual soils report as to its foundation design. At such time, the soils report will recommend whether or not that particular building shall have a perimeter drain. The perimeter drainage system will be designed in accordance with recommendations of the geological engineer. Generally speaking, these perimeter drains will convey ground water via gravity flow to a sump pump on the individual lots and discharge to a point above grade on the individual lot. The discharge from the sump pump will then be conveyed toward the street via overland flow. Once in the street, the flows will be conveyed toward the storm sewer system via curb and gutter. DRAINAGE BASINS AND SUB-BASINS Existing Drainage Patterns Existing drainage patterns seem fairly straight forward on the overall planning scale, but the irrigation ditches and the railroad make drainage more complicated when focusing on the site in more detail. Generally, most of the site slopes in the easterly direction toward the existing rail road track with grades ranging from about 0.5% to 2.5%. The roadside ditch adjacent to the rail road track slopes north toward Weld County Road 34 and terminates at the intersection with County Road 34. From this terminus, the drainage direction is to the east along County Road 34. Refinial)/Drainage Repot fa Mead MIIay Page 2 Proposed Drainage Patterns The site has been broken into multiple basins following the historic drainage patterns for analysis within this report. Proposed basins after development will generally follow these historic basin outlines. Refer to the Preliminary Drainage Plan for the proposed site layout. One small upstream off-site basin (Basin OS-1) lies adjacent to the site's northwest corner. For planning purposes, historic flows will be accounted for from Basin OS-1. Future development of this parcel will require on-site detention to attenuate developed flows. In accordance with the Town of Mead criteria, it is anticipated that the future pond shall release at no greater than 10-year historic rates. The Highland Ditch will remain undisturbed. There is an irrigation ditch lateral that transects the site from west to east in a curvilinear fashion. This particular ditch will be kept open for about a third of its length within open space and/or park areas and then it will be realigned via pipe such that it will line up with its original point of outfall at the eastern boundary. The piping for the irrigation ditch lateral will be conveyed beneath Pond B to its terminus. The proposed irrigation lateral pipe shall be located within public right-of-way and/or easements within tracts. Currently, it is undetermined what will happen to the other irrigation lateral that conveys flow north through the commercial site. Developed runoff from the commercial area within the SITE will be conveyed via streets, storm sewer and swales to a point in the western corner of the site. The runoff will be attenuated at this location by a proposed detention/water quality pond (Pond A) per Town of Mead criteria. Release from the pond will be into the existing swale adjacent to Weld County Road 5. At the time that the commercial site develops the drainage and detention design will be finalized and the drainage design shall be consistent with the Town requirements so that it will result in no negative impact on downstream properties. For the purpose of this report, since the commercial development will be constructed in the future, the commercial development will be evaluated such that the 10-year historic runoff will be conveyed eastward through the SITE's first five phases of development. Developed runoff from the first five phases of the SITE will be conveyed via streets, storm sewer and swales to a point in the northeastern corner of the site just south of the existing school site and west of the existing railroad. The runoff will be attenuated at this location by a proposed detention/water quality pond (Pond B) per Town of Mead criteria. Release from the pond will be into the existing swale adjacent the Great Western Railroad line and from that point it will follow the existing drainage pattern to the north where a culvert carries runoff underneath the railroad to the east. The drainage design is consistent with the Town requirements and will result in no negative impact on downstream properties. Ftdinirary Drainage Repot fa Mead\Allay Page 3 EXISTING STORMWATER CONVEYANCE OR STORAGE FACILITIES The major existing stormwater conveyance elements that will be incorporated into the design of the site are the existing ditch abutting railroad right-of-way at the proposed Pond B outfall and the existing 36" RCP at the southwest corner of Welker Avenue and Weld County Road 7. Other storm water conveyances would consist of the roadside ditch along Weld County Road 5. No existing stormwater storage facilities are located on the site or will be incorporated into the stormwater plan for SITE. PROPOSED STORM WATER CONVEYANCE OR STAGE FACILITIES The proposed on-site conveyance facilities will consist of a combination of storm pipe, swales/channels, curb/gutter, and inlets. Offsite runoff will be accommodated in the drainage plan. Detention pond sizing was based on Urban Drainages Full Spectrum Detention Method which includes water quality and a 72-hour detention for the Excess Urban Runoff Volume (EURV). The proposed 100-year detention volumes were calculated include 120% of the WQCV in addition to the base volumes. Additional information regarding the specific proposed conveyance element details will be provided in subsequent studies. Public conveyance elements will be owned and maintained by the Town of Mead; private conveyance elements will be owned and maintained by the Metropolitan District. Following historic drainage patterns, there are two stormwater storage facilities being proposed on the SITE: 1) Ultimately, Pond A will collect historic and/or previously detained runoff from OS-1 and developed runoff from Basin OS-2. The pond will provide water quality for Basin OS-2. Release from this pond will be into the existing roadside ditch south along Weld County Road 5. 2) Pond B will provide detention and water quality for developed runoff from Basins A, C, D and E. This pond will provide water quality for all upstream tributary basins, and detention for all on-site basins. Release from this pond will be to the ditch adjacent to the railroad. Detention Ponds A and B have been located based on the historic flow paths (Refer to the Preliminary Drainage Plan). Final locations, sizes, and other pond details will be presented in subsequent drainage reports. Maintenance access will be provided to all the ponds. Maintenance of the ponds will be provided privately or by the Metropolitan District. Maintenance of the on-site public R e inirary Drainage Repot fa Mead\Allay Page 4 storm pipes will be the responsibility of the Town. Additional pond details will be presented in subsequent Drainage Reports. WATER QUALITY ENHANCEMENT BEST MANAGEMENT PRACTICES Non-structural Best Management Practices that will be incorporated into the project include grass swale conveyance especially along the project's site perimeter fronting the school and railroad tracks and in several of the tracts designated as tracts and open spaces. Structural Best Management Practices that are incorporated in the design consist of the following: • Grass Swales • Full Spectrum Detention Ponds Final Best Management Practices will be selected with subsequent phases of the project and details will be provided for each BMP chosen. POTENTIAL PERMITTING REQUIREMENTS No special permitting requirements are anticipated at this time. CONCLUSION This Preliminary Drainage Report outlines the basic storm water management plan for the proposed development. This report follows all standard criteria with no requested variances. Downstream drainage facilities will not be negatively affected, as historic drainage patterns and allowable release rates are planned to be maintained. Fre ini al"Drainage Repot fa Mead MIIay Page 5 REFERENCES 1) Storm Drainage Design Criteria and Construction Standards, Town of Mead; latest edition. 2) Urban Storm Drainage Criteria Manuals; Urban Drainage and Flood Control District; latest edition. 3) Flood Insurance Rate Map of Weld County Colorado, Federal Emergency Management Agency, Panel Nos. 0802660725C, September 28, 1982. 4) Web Soil Survey, National Cooperative Soil Survey, Weld County, Colorado; United States Department of Agriculture, Natural Resources Conservation Service., data available September 2013. 5) The Town of Mead Master Drainage Plan, Sear-Brown Group, 1998. 6) Preliminary Subsurface Investigation, 230-Acre Subdivision (Mead Property), Scott, Cox & Associates, February 2004. 7) Letter regarding "Preliminary Subsurface Investigation Report, 230-Acre Subdivision (Mead Property)", Scott, Cox & Associates, December 6, 2013. R-dinirary Drainage Repot fa Mead\Allay Page 6 APPENDIX A MAPS, TABLES AND FIGURES r, 4 0 HIGHLANI LAKE W¢ 1. ' � � - I I I 3470 RD I in I .v I El VN / ,._.._. - . 7 -RS-\-- 11 IifjJu : 0 . ' _ `.v y/i O NT � ' w • �I - I 1,.81 i 17 � , I h I / ••. b `v 9th O • I ' 3 III. s � LON , o GOWAND v 0 M _ o a 19 20 I .�•\ //IN VO R2123 ,. 3 • w z o_ X VICINITY MAP 1"=2000' g W c 01 d _ _ --;77I--- $ PHASING SUMMARY — ;k" PHASE AREA NUMBER r— :eds. w� _ _ _ _ $₹ (ACRES) OF LOTS 34 91��• n 1 n x a m ys I1 {f 2 19.14 96 9� 2 19.14 61 at t. ss x m ,. .r is ,. Y¢_a S - 3 36 37 63 ` i 4 24.36 62 r £� A 4 32 Ba 82 a m a ss o PHASE 1 m £ 93 s aas6 Teo j, x > # I I I # I TOTAL 161 ae 395 LLJ 4 0� � `' � ' PHASE 3 3 J PHASE 6 ;� Q©0 �� IV Jr.:. J 0_ z! i\\t ! FJiFkt Q ! It I dIW 4 � i f n ¢ �� P1iFS a W y Li 0 M m 1. y, T ' \ A, I l rte. ,; b COMPANY. LLC DEVELOPER IT �` / _ ENT a co zoo w. 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Ti,, L C CL n J 00 a) O N C N W U C To C d O N .- r. r UE fn N E C m J C J N J a) N N O E U m 1 m O - N O O al m '0 O y i Q a - CO L -° '0 J a N C O a) - N En (n - y o v i 3 O. a) (n a) E a' y O O. m a) c a a `m Nam m O c- -06 o.m :a m o y > — a — m °: N m E m E N = co co .0 a) a) coo mow a N Ea) O J O N p L p = r- w E a y a E v) U 2 'a-'6 . c.) H F. (OW cob ON H o `o J o 6 a) a 2 a o J o CO U T'o m T w a m o > o m -om a (no m O Ti A >. U co c coTo o ca U = 2 c 2 c �' o g p c 2 -0 a E. a-.) m a O o t N Z o N E m o K a co 2 m co y K 8 To U m O 02 c N N (/) N 8 N ED O 3 o Z E m O C — J 2 J Q o io c I2 la d r 2 Z CI 0 0 o LLI a C O coE co f m W J a a a a Qco .til co 2 N O O N a o O O c O rn m m m y s o >.. �a a 2a c c V) 2 a o m o J 0 m o a m 0 E Q W Q Q co m U U O Z O) a a m m U U O Z T a Q m m o c c c 0 UU o y U N a O N N N z C Q N O y o re 0 a y J C m m O z Hydrologic Soil Group—Weld County,Colorado,Southern Part Mead Village Hydrologic Soil Group Hydrologic Soil Group—Summary by Map Unit—Weld County,Colorado,Southern Part(CO618) Map unit symbol Map unit name Rating Acres in AO1 Percent of AOI 42 Nunn clay loam, 1 to 3 C 19.2 11.2% percent slopes 81 Wiley-Colby complex,0 B 12.9 7.5% to 1 percent slopes 82 Wiley-Colby complex, 1 B 139.6 81.3% to 3 percent slopes Totals for Area of Interest 171.8 100.0% Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (ND, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential)when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture.These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential)when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. USDA Natural Resources Web Soil Survey 9/19/2013 Conservation Service National Cooperative Soil Survey Page 3 of 4 Hydrologic Soil Group—Weld County,Colorado,Southern Part Mead Village Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Higher USDA Natural Resources Web Soil Survey 9/19/2013 a Conservation Service National Cooperative Soil Survey Page 4 of 4 APPENDIX B CALCULATIONS _-�_ - =�� =e-a-:____-_-..., ===7:_- ' EhL __ l'a -_ parr-+�� 1. .`-.+ _�_ Ry _• :g:a gst= � E = I - c=r1=7Sa em"-—�r �sMr-- 1 . - _C_ _ �mes..�r._ Y.u =s- a i -rq- c�--.. ---c= _7L• =%lc=c_==r- 17=er-m,,,L. =n-I { • Z Lei- m=LE.,.....-L--___. - -_- -v-=7 .--:,-__ . = „..=n„mac „ =f ,,,....,==.„_:: a f= ► I��mi_ ®Ewm��. a W CC x=6.0 l� -,_ ``�_�_�-�� _ LL _`:Iglgr(n iMa"tt��-gam=-ems - I (n :U. F °W �5rEin 0�= ='----== a r- __ ate-+--i--. =�- lid ��__-�i�s =v __-- -- � cc Ea C�=;talr C_�---� =--.. O --• _ �"_.-��1 -C^...._---�---- - w V}. "aa�-Ea ee_�EtaWE-�Ej. Ee=G-�-- oi_=-. W ?}:Q O EE l --C-- _ ��- d - ----- Ill r-�- -� es� � . �@�o�_ t- i��== - _. --° ems r LYeL ��=-' _��m.-at�~' B fi3 SE-- , - —g__=-�' —��.t' a-22--5 '_� b=• Po= I zi: t:a: _T ® Er b gig=` o i - M E,__ a l= - gRIEMEMEMMIM Egli: , i • • • . gEl - _eta • . . . � ._„: - ._ e= Z H DRAINAGE CRITERIA MANUAL (V. 1) RAINFALL . , t j , / I . s �. s 'u \I I\\ � c • _ .,„ rn 4 rr _41 1. _ _ j, r'. ✓ A4 x • • • � I Figure RA-1—Rainfall Depth-Duration-Frequency: 2-Year, 1-Hour Rainfall Rev. 91/2004 RA-13 Urban Drainage and Flood Control District. k°. RAINFALL DRAINAGE CRITERIA MANUAL (V. 1) it r r jJ \ ' .; • Na;�p1` I •: t ' i fp'::LH% ,* rit:viP:i , • I:."\\\:: ci z' ' .Jj ^ �J1t - ///{. I r— .. ! i Ji A.. t. r�:1. • /............ ... ._ ......L......... `. .___.. .. ....... I• �. _........-.._._ 1 \ i M * ry 1 i Y ^ { j , I V' r. ..F. 4tt'ff. ' i s> :1i. i µ, -,6R ER v. a • yy • t ' C_ . r `- .... • 1,t X i_.'9 . t i .. i 2 7C 'al '. Ei .,. 7 r' i? .. ft %;'t w 4 Su .. R ra , n :c t7 Figure RA-2--Rainfall Depth-Duration-Frequency: 5-Year, 1-Hour Rainfall RA-14 01/2004 Urhar,Drainage and Flood Contra,District DRAINAGE CRITERIA MANUAL (V. 1) RAINFALL :f ji i k ... .. ( • ii4 W P. .. '!i i f{ f7 it (:b w . r..'• .. i= o: W R ?.3 !t 1,6:1,.? 1.:i . :I:::J ✓: 1.6 • \ . . \f ,.. it , ; . \\\ ; i:. li_ «' / • • Irice.... ..(. . :. : / ; i':: ' • 11 .-r i • / =iE r14 f 1/ / ... Lrr- ... • . ‘, ;. A. O.•05:,-; . v, \ i j :.),..-1,E.R C is s._� \ ; / i ..' •••••..... EYr: u}LN i al i,i,'," h CQtSCt`t8• i • >. _y .. 7 fr \. ry . . . N....„. • „ i.6 ‘;',.o....4,IA ! I I :1, :,.•r Figure RA-3—Rainfall Depth-Duration-Frequency: 10-Year, 1-Hour Rainfall Rev. 01/2004 RA-15 Urban Drainage and Flood Control Distract RAINFALL DRAINAGE CRITERIA MANUAL (V. 1) i. 1 ; 4. \ ;,.-...... t o!---;-.‘. c:-:, -, ; \ 0 ,\ -,. _,c: t } Ii . • I.. i 1 / ' ' . ,i, 1.1P;'' . / v: \ : —1J— / : sq • i , / r„,,-;!,53 v7 •f ill \ . I i— • r-- < i •- ) • I .., . ._. O7 7 \ :,.......,,,t.; .\ R tCi i i e: 1 .. 7£ F .. ,. ,,,,,l „ %• Si ,i, ., rr,'..-Fly to ,; 7Y d 14k W I t. es.t. • Figure RA-6—Rainfall Depth-Duration-Frequency: 100-Year, 1-Hour Rainfall RA-18 01/2004 Urban Drainage and Flood Control District DRAINAGE CRITERIA MANUAL (V. 1) RUNOFF Table RO-3—Recommended Percentage Imperviousness Values Land Use or Percentage Surface Characteristics Imperviousness Business: Commercial areas 95 Neighborhood areas 85 Residential: Single-family * Multi-unit (detached) 60 Multi-unit(attached) 75 Half-acre lot or larger Apartments 80 Industrial: Light areas 80 Heavy areas 90 Parks, cemeteries 5 Playgrounds 10 Schools 50 Railroad yard areas 15 Undeveloped Areas: Historic flow analysis 2 Greenbelts, agricultural 2 Off-site flow analysis 45 (when land use not defined) Streets: Paved 100 Gravel (packed) 40 Drive and walks 90 Roofs 90 Lawns, sandy soil 0 Lawns, clayey soil 0 * See Figures RO-3 through RO-5 for percentage imperviousness. C, K4CD.3i13C1.44i201.1351 —I0.12[for Cai0, otherwise CA =0 (RO-6) CCD KCD 0 [0.85813 0 0.78612 -0.774i 0.04 (RO-7) CH TA 0 Cu,72 2007-01 RO-9 Urban Drainage and Flood Control District DRAINAGE CRITERIA MANUAL (V. 1) RUNOFF sa — - _ .___.._.".I _ .___�__ _.... . xt .Herr 1, r 70 �� 0.000 sq.1 twines] 4... w - M a - ...t .r p r .» *we- -,. _ ryy .. eI. m ,e" -,* .. • 2,rh^3 a0,ti.bane'n o. ,,r'• .L.�...., _... Jr ..ai.. ..__ _._.-.-.,.,�_€.......T. 1.eL-3q,ft.homes FF r / f. ! ! 3 Slagle Family Dwelling Units per Acre Figure RO-5--Watershed Imperviousness, Single-Family Residential Two-Story Houses ,i n 6th� .% ,,i p 70+ .f 9G u ,,..v....7/ •. fGr lr �, ...4--.'ii it .'.--f j „rte }e"A EK ,..,4.'�.a,.-...' -err w✓' . te 'X'r._I • '-.4 max. ^ � ,x... ;,,,, rte,.�{f-'. #r,#-' fir ,,.. _ (i'ra 4 ��. ,.7' ,s' -� '. ' -- ow .✓ tr,, WV; Vii•: ... .Pit'i Q 1,; At!'+', .. i--. 'F..:=.• iii:;!.. L'/d S•rrsrrar!P&( C fro E}Q ingrn4' Figure RO-6—Runoff Coefficient, C, vs. Watershed Percentage Imperviousness NRCS Hydrologic Soil Group A 2007-01 RO-17 Urban Drainage and Flood Control District DRAINAGE CRITERIA MANUAL (V. 1) RUNOFF Table RO-5— Runoff Coefficients, C Percentage Imperviousness Type C and D NRCS Hydrologic Soil Groups 2-yr 5-yr 10-yr 25-yr 50-yr 100-yr 0% 0.04 0.15 0.25 0.37 0.44 0.50 5% 0.08 0.18 0.28 0.39 0.46 0.52 10% 0.11 0.21 0.30 0.41 0.47 0.53 15% 0.14 0.24 0.32 0.43 0.49 0.54 20% 0.17 0.26 0.34 0.44 0.50 0.55 25% 0.20 0.28 0.36 0.46 0.51 0.56 30% 0.22 0.30 0.38 0.47 0.52 0.57 35% 0.25 0.33 0.40 0.48 0.53 0.57 40% 0.28 0.35 0.42 0.50 0.54 0.58 45% 0.31 0.37 0.44 0.51 0.55 0.59 50% 0.34 0.40 0.46 0.53 0.57 0.60 55% 0.37 0.43 0.48 0.55 0.58 0.62 60% 0.41 0.46 0.51 0.57 0.60 0.63 65% 0.45 0.49 0.54 0.59 0.62 0.65 70% 0.49 0.53 0.57 0.62 0.65 0.68 75% 0.54 0.58 0.62 0.66 0.68 0.71 80% 0.60 0.63 0.66 0.70 0.72 0.74 85% 0.66 0.68 0.71 0.75 0.77 0.79 90% 0.73 0.75 0.77 0.80 0.82 0.83 95% 0.80 0.82 0.84 0.87 0.88 0.89 100% 0.89 0.90 0.92 0.94 0.95 0.96 TYPE B NRCS HYDROLOGIC SOILS GROUP 0% 0.02 0.08 0.15 0.25 0.30 0.35 5% 0.04 0.10 0.19 0.28 0.33 0.38 10% 0.06 0.14 0.22 0.31 0.36 0.40 15% 0.08 0.17 0.25 0.33 0.38 0.42 20% 0.12 0.20 0.27 0.35 0.40 0.44 25% 0.15 0.22 0.30 0.37 0.41 0.46 30% 0.18 0.25 0.32 0.39 0.43 0.47 35% 0.20 0.27 0.34 0.41 0.44 0.48 40% 0.23 0.30 0.36 0.42 0.46 0.50 45% 0.26 0.32 0.38 0.44 0.48 0.51 50% 0.29 0.35 0.40 0.46 0.49 0.52 55% 0.33 0.38 0.43 0.48 0.51 0.54 60% 0.37 0.41 0.46 0.51 0.54 0.56 65% 0.41 0.45 0.49 0.54 0.57 0.59 70% 0.45 0.49 0.53 0.58 0.60 0.62 75% 0.51 0.54 0.58 0.62 0.64 0.66 80% 0.57 0.59 0.63 0.66 0.68 0.70 85% 0.63 0.66 0.69 0.72 0.73 0.75 90% 0.71 0.73 0.75 0.78 0.80 0.81 95% 0.79 0.81 0.83 0.85 0.87 0.88 100% 0.89 0.90 0.92 0.94 0.95 0.96 2007-01 RO-11 Urban Drainage and Flood Control District RUNOFF DRAINAGE CRITERIA MANUAL (V. 1) TABLE RO-5(Continued)—Runoff Coefficients, C Percentage Type A NRCS Hydrologic Soils Group Imperviousness 2-yr 5-yr 10-yr 25-yr 50-yr 100-yr 0% 0.00 0.00 0.05 0.12 0.16 0.20 5% 0.00 0.02 0.10 0.16 0.20 0.24 10% 0.00 0.06 0.14 0.20 0.24 0.28 15% 0.02 0.10 0.17 0.23 0.27 0.30 20% 0.06 0.13 0.20 0.26 0.30 0.33 25% 0.09 0.16 0.23 0.29 0.32 0.35 30% 0.13 0.19 0.25 0.31 0.34 0.37 35% 0.16 0.22 0.28 0.33 0.36 0.39 40% 0.19 0.25 0.30 0.35 0.38 0.41 45% 0.22 0.27 0.33 0.37 0.40 0.43 50% 0.25 0.30 0.35 0.40 0.42 0.45 55% 0.29 0.33 0.38 0.42 0.45 0.47 60% 0.33 0.37 0.41 0.45 0.47 0.50 65% 0.37 0.41 0.45 0.49 0.51 0.53 70% 0.42 0.45 0.49 0.53 0.54 0.56 75% 0.47 0.50 0.54 0.57 0.59 0.61 80% 0.54 0.56 0.60 0.63 0.64 0.66 85% 0.61 0.63 0.66 0.69 0.70 0.72 90% 0.69 0.71 0.73 0.76 0.77 0.79 95% 0.78 0.80 0.82 0.84 0.85 0.86 100% 0.89 0.90 0.92 0.94 0.95 0.96 RO-12 2007-01 Urban Drainage and Flood Control District Composite C Calculations Project Name: Preliminary Drainage Report for Mead Village Designed By: MMU Date: 11/5/2013 Project Number: 10.55 Checked By: AMR Date: 11/6/2013 Jurisdiction: Mead,Colorado Revised By: AMR Date: 11/6/2013 Soil Type B (Based on NRCS soil survey) E Land Use Area per Sub-Basin Composite Runoff Coefficient A Composite Business Single Family Undeveloped Areas Streets Subbasin I F I Total Area(acres) Parks.cemeteries Playgrounds Schools Drives and Walks Lawns-sandy soil Impervious -o-m (Commercial Area)(less than half acre lot)(Historic Flow Analysis)(Paved)%Check ness 2-year 5-year 10-year 100-year a CO Area(acres) % Area(acres) % Area(acres) % Area(acres) % Area(acres) % Area(acres) % Area(acres) % Area(acres) % Area(acres) % 05-1 B 5.18 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 5.18 100.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 100.0% 2.0% 0.06 0.16 0.26 0.51 111.1 II 31.09 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 31.09 100.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 100.0% 2.0% 0.06 0.16 0.26 0.51 H1.2 B 15.21 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 15.21 100.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 100.0% 2.0% 0.06 0.16 0.26 0.51 H1.3 B 42.01 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 42.01 100.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 100.0% 2.0% 0.06 0.16 0.26 0.51 111.4 II 84.95 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 8495 100.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 100.0% 2.0% 0.06 0.16 0.26 0.51 112 B 8.29 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 8.29 100.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 100.0% 2.0% 0.06 0.16 0.26 0.51 05-2 II 31.61 31.61 100.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 100.0% 95.0% 0.80 0.82 0.84 0.89 05-3 B 26.10 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 26.10 100.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 100.0% 50.0% 0.34 0.40 0.46 0.60 Al B 3.41 0.00 0.0% 1.59 46.6% 0.45 13.2% 0.00 0.0% 0.00 0.0% 0.00 0.0% 1.30 38.1% 0.07 2.1% 0.00 0.0% 100.0% 62.5% 0.39 0.43 0.48 0.58 A2 B 4.65 0.00 0.0% 3.61 77.6% 0.38 8.2% 0.23 5.0% 0.00 0.0% 0.00 0.0% 0.39 8.4% 0.04 0.9% 0.00 0.0% 100.0% 46.5% 0.27 0.33 0.39 0.51 A3 B 3.24 0.00 0.0% 3.24 100.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 100.0% 47.0% 0.28 0.33 0.39 0.51 A4 B 11.82 0.00 0.0% 8.42 71.3% 2.79 23.6% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.61 5.1% 0.00 0.0% 0.00 0.0% 100.0% 39.8% 0.23 0.30 0.36 0.49 As B 6.13 0.00 0.0% 5.41 88.3% 0.51 8.3% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.21 3.4% 0.00 0.0% 0.00 0.0% 100.0% 45.3% 0.26 0.32 0.38 0.51 AG B 2.59 0.00 0.0% 2.23 85.9% 0.20 7.9% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.16 6.2% 0.00 0.0% 0.00 0.0% 100.0% 47.0% 0.28 0.33 0.39 0.51 A7 B 2.67 0.00 0.0% 0.00 0.0% 1.61 60.3% 0.00 0.0% 0.00 0.0% 0.00 0.0% 1.06 39.7% 0.00 0.0% 0.00 0.0% 100.0% 42.8% 0.25 0.31 0.37 0.50 Aft B 0.66 0.00 0.0% 0.00 0.0% 0.36 54.5% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.30 45.5% 0.00 0.0% 0.00 0.0% 100.0% 48.2% 0.28 0.34 0.40 0.52 A9 B 1.97 0.00 0.0% 1.97 100.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 100.0% 47.0% 0.28 0.33 0.39 0.51 A10 B 1.24 0.00 0.0% 1.24 100.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 100.0% 47.0% 0.28 0.33 0.39 0.51 All B 6.74 0.00 0.0% 5.88 87.2% 0.63 9.3% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.23 3.4% 0.00 0.0% 0.00 0.0% 100.0% 44.9% 0.26 0.32 0.38 0.51 Al2 B 3.63 0.00 0.0% 2.24 61.7% 1.16 32.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.23 6.3% 0.00 0.0% 0.00 0.0% 100.0% 36.9% 0.22 0.28 0.35 0.49 A13 B 2.12 0.00 0.0% 2.12 100.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 100.0% 47.0% 0.28 0.33 0.39 0.51 A14 B 4.04 0.00 0.0% 1.70 42.1% 1.97 48.8% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.37 9.2% 0.00 0.0% 0.00 0.0% 100.0% 31.4% 0.18 0.26 0.32 0.47 A15 B 0.50 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.50 100.0% 0.00 0.0% 0.00 0.0% 100.0% 100.0% 0.89 0.90 0.92 0.96 A16 B 0.54 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.28 51.9% 0.08 14.8% 0.18 33.3% 100.0% 65.2% 0.41 0.45 0.50 0.59 A17 B 7.25 0.00 0.0% 0.00 0.0% 7.25 100.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 100.0% 5.0% 0.01 0.10 0.19 0.38 A18 B 4.12 0.00 0.0% 0.00 0.0% 4.12 100.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 100.0% 5.0% 0.01 0.10 0.19 0.38 BI B 1.71 0.00 0.0% 0.84 48.9% 0.87 51.1% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 100.0% 25.6% 0.15 0.23 0.30 0.46 Cl B 8.51 0.00 0.0% 7.38 86.7% 1.13 13.3% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 100.0% 41.4% 0.24 0.30 0.37 0.50 C2 B 3.18 0.00 0.0% 2.76 86.8% 0.34 10.7% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.08 2.5% 0.00 0.0% 0.00 0.0% 100.0% 43.8% 0.26 0.32 0.38 0.51 C3 B 3.89 0.00 0.0% 1.10 28.3% 2.79 71.7% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 100.0% 16.9% 0.09 0.18 0.26 0.43 C4 B 6.53 0.00 0.0% 3.59 55.0% 2.29 35.1% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.65 10.0% 0.00 0.0% 0.00 0.0% 100.0% 37.5% 0.22 0.29 0.35 0.49 Dl B 8.13 0.00 0.0% 6.39 78.6% 1.74 21.4% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 100.0% 38.0% 0.22 0.29 0.35 0.49 D2 B 13.16 0.00 0.0% 13.16 100.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 100.0% 47.0% 0.28 0.33 0.39 0.51 D3 B 2.91 0.00 0.0% 2.91 100.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 100.0% 47.0% 0.28 0.33 0.39 0.51 D4 B 1.72 0.00 0.0% 1.72 100.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 100.0% 47.0% 0.28 0.33 0.39 0.51 D5 B 4.91 0.00 0.0% 4.91 100.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 100.0% 47.0% 0.28 0.33 0.39 0.51 D6 B 3.97 0.00 0.0% 3.23 81.4% 0.65 16.4% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.09 2.3% 0.00 0.0% 0.00 0.0% 100.0% 41.3% 0.24 0.30 0.36 0.50 D7 B 4.42 0.00 0.0% 4.42 100.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 100.0% 47.0% 0.28 0.33 0.39 0.51 DO B 2.31 0.00 0.0% 0.87 37.7% 1.44 62.3% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 100.0% 20.8% 0.12 0.20 0.28 0.44 El B 10.25 0.00 0.0% 2.25 22.0% 8.00 78.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 100.0% 14.2% 0.08 0.16 0.24 0.42 page 1 of 2 Composite C Calculations Project Name: Preliminary Drainage Report for Mead Village Designed By: MMU Date: 11/5/2013 Project Number: 10.55 Checked By: AMR Date: 11/6/2013 Jurisdiction: Mead,Colorado Revised By: AMR Date: 11/6/2013 Soil Type B I(Based on NRCS soil survey) E = Land Use Area per Sub-Basin Composite Runoff Coefficient A Composite Business Single Family Undeveloped Areas Streets Subbasin I I Total Area(acres) Parks.cemeteries Playgrounds Schools Drives and Walks Lawns-sandy soil Impervious -o—m (Commercial Area)(less than half acre lot)(Historic Flow Analysis)(Paved)%Check ness 2-year 5-year 10-year 100-year a y Area(acres) % Area(acres) % Area(acres) % Area(acres) % Area(acres) % Area(acres) % Area(acres) % Area(acres) % Area(acres) % Total to Pond 142.92 38.2% 0.22 0.29 0.35 0.49 page 2 of 2 Direct Runoff (Rational Method Procedure) DEVELOPED CONDITIONS Total Watershed Area: Sq Miles Point Precipitation, From NOAA Atlas 2 volume 1111 Project Name: Preliminary Drainage Report for Mead Village Designed By: MMU Date: 11/5/2013 Design Storm Duration: Hour Rainfall I 2-year I 10-year 100-year Project Number: 10.55 Checked By: AMR Date: 11/6/2013 1 Hour Rainfall Jurisdiction: Mead,Colorado Revised By: 0 Date: 1/0/1900 2 Hour Rainfall 1.14 1.92 3.04 3 Hour Rainfall 1.27 2.11 3.29 6 Hour Rainfall Sub-Basin Data I Initial Time or Overland Travel(ti) Travel Time in defined form(tt) tc Check Direct Runoff 2-year 10-year 100-year 0 8 b b O T N N N in o o m a�i o .. ; o c a ri es 2' a a U a U U o m o a o m 9 m tthIL s co .�. d ` �:emu, _ _ _ ti C E C C M TO X C U 9 > 0) 0 pp o .Q IT., - t O d ❑ m m L ; m m r c m � m m U` d '(j m m o = 3 2 `7, E E - 8 0) c N O� t�0 6 O� 6 J `J >Y c y N C LL + .@. `. it c c c c 0 0 0 0 0 D o 2 O N J r0 t 2 co �0 N ❑ II •EO II N a c d m d m d m o m a O O O O . m N m tnn ti . rn O LL= o . mo' c > � tt . H 0 LLr 3 ` LL c F F � acres ft % min. ft % fps min_ min ft min min min min in/hr cfs in/hr cfs in/hr cfs 1 2 3 4 5 6 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 28 29 34 35 05-1 O5-1 5.18 0.06 0.16 0.26 0.51 50 2.5% 8.9 279 3.0% Cultivated 0.87 5.3 14.3 329 11.8 11.8 - 11.8 2.45 0.7 4.22 5.7 6.79 17.8 H1.1 H1.1 31.09 0.06 0.16 0.26 0.51 500 0.5% 48.4 900 0.5% Cultivated 0.35 42.4 90.8 1400 17.8 17.8 - 17.8 2.03 3.5 3.49 28.4 5.62 88.7 H1.2 H1.2 15.21 0.06 0.16 0.26 0.51 500 0.5% 48.4 900 0.5% Cultivated 0.35 42.4 90.8 1400 17.8 17.8 - 17.8 2.03 1.7 3.49 13.9 5.62 43.4 H1.3 H1.3 42.01 0.06 0.16 0.26 0.51 500 0.5% 48.4 900 0.5% Cultivated 0.35 42.4 90.8 1400 17.8 17.8 - 17.8 2.03 4.7 3.49 38.4 5.62 119.8 H1.4 H1.4 84.95 0.06 0.16 0.26 0.51 500 0.5% 48.4 900 0.5% Cultivated 0.35 42.4 90.8 1400 17.8 17.8 - 17.8 2.03 9.5 3.49 77.5 5.62 242.3 OS-3 O5-3 26.10 0.34 0.40 0.46 0.60 50 2.5% 6.7 1200 2.3% grassed waterway 2.29 8.7 15.4 1250 16.9 15.4 - 15.4 2.17 19.2 3.74 44.7 6.02 94.8 05-3 (os-1+H1.1+H1.2+H1.3+H1.4+os-3) 204.54 0.09 0.19 0.29 0.52 500 0.5% 46.8 4200 1 9% grassed waterway 2.06 34.0 80.9 4700 36.1 36.1 - 36.1 1.36 25.4 2.34 137.4 3.77 401.1 H2 H2 8.29 0.06 0.16 0.26 0.51 15 25.0% 2.3 0 0.5% bare Ground 0.71 0.0 2.3 15 10.1 5.0 - 5.0 3.29 1.5 5.66 12.3 9.12 38.4 Direct Runoff (Rational Method Procedure) DEVELOPED CONDITIONS Total Watershed Area: Sq Miles Point Precipitation, From NOAA Atlas 2 volume 1111 Project Name: Preliminary Drainage Report for Mead Village Designed By: MMU Date: 11/5/2013 Design Storm Duration: Hour Rainfall I 2-year I 10-year 100-year Project Number: 10.55 Checked By: AMR Date: 11/6/2013 1 Hour Rainfall Jurisdiction: Mead,Colorado Revised By: 0 Date: 1/0/1900 2 Hour Rainfall 1.14 1.92 3.04 3 Hour Rainfall 1.27 2.11 3.29 6 Hour Rainfall Sub-Basin Data I Initial Time or Overland Travel(ti) Travel Time in defined form(tt) tc Check Direct Runoff 2-year 10-year 100-year 0 8 0 0 0 T O N N in o b m a�i o .. ; c a ri es e e co U U U U o 2 42 -0o m 9m IL s .�. d �: IT, _ _ _ ti C C C Czi5 M coX C U 9 > a) a pp o .Q Vl - 46 O c o m m 9 = = c m � m rnO °v 'DO >r m CO E mO = 3 2 '- 9 m c N t t O� E tC0 6 W p J `J >Y c y c C LL + .@. `. it c c C c C c (] d 0 o o o . o o O N J r0 t�0 N ❑ II O II N a c d m d m d m o m a O O O O _ mN m rn ti - Cl) (') LLIO . mO' c > a tt 0 I- O ii: it 3 ` LL c 9 '= F c F OS-2 OS-2 31.61 0.80 0.82 0.84 0.60 50 0.5% 4.6 455 0.9% Paved 1.90 4.0 8.6 505 12.8 8.6 - 8.6 2.78 70.3 4.78 127.0 7.70 146.6 7 1 Al 3.41 0.39 0.43 0.48 0.58 121 3.0% 9.4 455 0.9% Paved 1.90 4.0 13.4 576 13.2 13.2 - 13.2 2.34 3.1 4.02 6.5 6.48 12.7 2 A2 4.65 0.27 0.33 0.39 0.51 155 3.0% 12.2 735 1 2% Paved 2.21 5.5 17.7 890 14.9 14.9 - 14.9 2.21 2.8 3.80 6.9 6.12 14.6 4 A3 3.24 0.28 0.33 0.39 0.51 180 3.0% 13.1 600 1.5% Paved 2.48 4.0 17.1 780 14.3 14.3 - 14.3 2.25 2.0 3.87 4.9 6.24 10.4 5 A4 11.82 0.23 0.30 0.36 0.49 120 3.0% 11.2 930 1.4% Paved 2.37 6.5 17.7 1050 15.8 15.8 - 15.8 2.15 5.9 3.69 15.6 5.95 34.8 7 A5 6.13 0.26 0.32 0.38 0.51 140 3.0% 11.7 1400 0.8% Paved 1.82 12.8 24.5 1540 18.6 18.6 - 18.6 1.98 3.2 3.41 8.0 5.50 17.2 8 A6 2.59 0.28 0.33 0.39 0.51 150 3.0% 11.9 510 1.3% Paved 2.28 3.7 15.7 660 13.7 13.7 - 13.7 2.30 1.6 3.96 4.0 6.38 8.5 10 A7 2.67 0.25 0.31 0.37 0.50 45 2.0% 7.7 1290 1.5% Paved 2.45 8.8 16.5 1335 17.4 16.5 - 16.5 2.10 1.4 3.62 3.6 5.84 7.8 11 A8 0.66 0.28 0.34 0.40 0.52 55 2.0% 8.2 190 0.8% Paved 1.79 1.8 10.0 245 11.4 10.0 - 10.0 2.63 0.5 4.52 1.2 7.28 2.5 13 A9 1.97 0.28 0.33 0.39 0.51 125 3.0% 10.9 350 1.0% Paved 2.00 2.9 13.8 475 12.6 12.6 - 12.6 2.38 1.3 4.10 3.1 6.60 6.7 14 Al0 1.24 0.28 0.33 0.39 0.51 60 3.0% 7.6 345 1.0% Paved 2.00 2.9 10.4 405 12.3 10.4 - 10.4 2.58 0.9 4.44 2.1 7.16 4.6 15 All 6.74 0.26 0.32 0.38 0.51 135 3.0% 11.5 760 1 0% Paved 2.00 6.3 17.8 895 15.0 15.0 - 15.0 2.20 3.9 3.79 9.7 6.11 21.0 17 Al2 3.63 0.22 0.28 0.35 0.49 120 2.0% 13.0 590 1.0% Paved 2.00 4.9 18.0 710 13.9 13.9 - 13.9 2.28 1.8 3.92 4.9 6.32 11.2 19 A13 2.12 0.28 0.33 0.39 0.51 128 3.0% 11.0 610 1.0% Paved 2.00 5.1 16.1 738 14.1 14.1 - 14.1 2.27 1.3 3.90 3.2 6.29 6.9 20 A14 4.04 0.18 0.26 0.32 0.47 185 1 8% 17.3 620 1 0% Paved 2.00 5.2 22.5 805 14.5 14.5 - 14.5 2.24 1.7 3.86 5.0 6.21 11.9 24 Al 0.50 0.89 0.90 0.92 0.96 15 2.0% 1.2 395 0.6% Paved 1.55 4.2 5.4 410 12.3 5.4 - 5.4 3.22 1.4 5.55 2.5 8.94 4.3 25 A16 0.54 0.41 0.45 0.50 0.59 20 2.0% 4.2 660 1.3% Paved 2.28 4.8 9.0 680 13.8 9.0 - 9.0 2.73 0.6 4.69 1.3 7.56 2.4 27 A17 7.25 0.01 0.10 0.19 0.38 300 1 7% 26.8 520 1 7% grassed waterway 1.96 4.4 31.2 820 14.6 14.6 - 14.6 2.23 0.1 3.85 5.2 6.19 17.0 28 A18 4.12 0.01 0.10 0.19 0.38 300 1.7% 26.6 1085 2.1% grassed waterway 2.17 8.3 34.9 1385 17.7 17.7 - 17.7 2.03 0.0 3.50 2.7 5.63 8.8 29 B1 1.71 0.15 0.23 0.30 0.46 60 3.0% 8.6 690 0.5% grassed waterway 1.06 10.8 19.4 750 14.2 14.2 - 14.2 2.26 0.6 3.89 2.0 6.27 4.9 30 Cl 8.51 0.24 0.30 0.37 0.50 145 3.0% 12.2 1040 1.0% Paved 2.00 8.7 20.8 1185 16.6 16.6 - 16.6 2.10 4.3 3.61 11.2 5.82 24.7 31 C2 3.18 0.26 0.32 0.38 0.51 60 3.0% 7.7 980 2.2% Paved 2.97 5.5 13.2 1040 15.8 13.2 - 13.2 2.33 1.9 4.02 4.8 6.47 10.4 32 C3 3.89 0.09 0.18 0.26 0.43 150 3.0% 14.3 1215 1.8% Paved 2.68 7.5 21.9 1365 17.6 17.6 - 17.6 2.04 0.8 3.51 3.5 5.65 9.5 34 C4 6.53 0.22 0.29 0.35 0.49 230 1.6% 19.4 1410 2.0% Paved 2.83 8.3 27.7 1640 19.1 19.1 - 19.1 1.95 2.8 3.36 7.7 5.42 17.3 35 D1 8.13 0.22 0.29 0.35 0.49 155 3.0% 12.9 1565 2.0% Paved 2.83 9.2 22.1 1720 19.6 19.6 - 19.6 1.93 3.5 3.32 9.5 5.35 21.3 36 D2 13.16 0.28 0.33 0.39 0.51 135 3.0% 11.3 1300 1.5% Paved 2.45 8.8 20.2 1435 18.0 18.0 - 18.0 2.02 7.3 3.47 17.8 5.59 37.9 37 D3 2.91 0.28 0.33 0.39 0.51 177 3.0% 13.0 440 2.0% Paved 2.83 2.6 15.6 617 13.4 13.4 - 13.4 2.32 1.9 3.99 4.5 6.43 9.6 38 D4 1.72 0.28 0.33 0.39 0.51 223 3.0% 14.6 163 2.0% Paved 2.83 1.0 15.5 386 12.1 12.1 - 12.1 2.42 1.1 4.17 2.8 6.72 5.9 39 D5 4.91 0.28 0.33 0.39 0.51 140 3.0% 11.5 770 2.0% Paved 2.83 4.5 16.1 910 15.1 15.1 - 15.1 2.20 3.0 3.78 7.2 6.10 15.4 42 D6 3.97 0.24 0.30 0.36 0.50 155 3.0% 12.6 1240 1 5% Paved 2.45 8.4 21.0 1395 17.8 17.8 - 17.8 2.03 1.9 3.49 5.1 5.63 11.1 44 D7 4.42 0.28 0.33 0.39 0.51 122 3.0% 10.8 1115 1.5% Paved 2.45 7.6 18.4 1237 16.9 16.9 - 16.9 2.08 2.5 3.58 6.2 5.77 13.1 45 DS 2.31 0.12 0.20 0.28 0.44 105 3.0% 11.7 458 1.6% grassed waterway 1.90 4.0 15.7 563 13.1 13.1 - 13.1 2.34 0.7 4.03 2.6 6.49 6.7 46 El 10.25 0.08 0.16 0.24 0.42 105 5.0% 10.3 1150 1.0% grassed waterway 1.50 12.8 23.1 1255 17.0 17.0 - 17.0 2.07 1.6 3.57 8.9 5.75 24.8 STANDARD FORM SF-3 STORM DRAINAGE SYSTEM DESIGN Preliminary Drainage Report For Mead Village DEVELOPED CALCULATED BY.AMR JOB NO:11 34 DATE.Nov-13 PROJECT.Preliminary Damage Report far Mead Village CHECKED BY DESIGN STORM.2-year DIRECT RUNOFF TOTAL RUNOFF STREET I PIPE TRAVEL TIME 77 E o z O LL _ m _ e E. c 7 _ m ° v m 9 o x r _ x u E ¢ _ o E _ 'o w — 8 _ p w O r U - b ,2 _ b 0 O Z - r p 0 p Q Q p m O a 0 0S-1 Pond Release from OS-2(10-year llslodc) 610 6.] Direct Pond Release 0S-2 Pond Release from 03-2(10-year M1lslouc) 31.6] 28.38 30.1 Direct(Inlet) 1 Al 301 039 132 132 2.30 3.1 CummulaIlve 132 132 234 37.2 Direct(Inlet) 2 A2 0.65 027 169 127 221 R.8 Commutative 3 0S-1 d 0&2.A116m A2 132 259 2.34 Oat Dnea 4 A6 3.20 023 143 0.89 225 z.o Inlet Direct(Inlet) 5 A4 1192 023 158 274 216 a.9 Commutative 6 03.1 d 03a(pond releaseyfrALnrn A4 15.8 6 22 215 474 Direct 7 A5 613 026 186 162 198 3.R Inlet A5 Direct(Inlet) 8 A6 259 020 137 071 230 1.6 CUMMULATIVE 9 OS-1 8 00-2(pond release)Y Al Nru A6 186 0.56 190 511 Direct 10 A7 267 025 165 067 210 11 Street Capacity A7 Direct 11 AB 066 028 100 019 2.63 0.5 Street Capacity 165 0.85 210 1.8 CUMMULATIVE 12 A71ore A8 165 0.85 210 1.8 Direct Inlet 13 A9 197 028 126 054 238 1.3 Direct Inlet 14 MO 124 028 104 034 268 0.9 CUMMULATIVE 10 A9 tors A10 126 0.80 238 2.1 Direct Inlet 15 All 674 026 150 177 220 3.9 CUMMULATIVE 16 A9 tors Al 1 150 265 220 5.8 Direct Inlet 17 Al2 363 022 139 078 229 1.8 CUMMULATIVE 18 A9 tors Alt 150 343 220 T.6 Direct(Inlet) 19 Al 3 212 028 101 058 227 1.3 Direct(Inlet) 20 A14 404 018 105 074 220 1.T CUMMULATIVE 21 Al 31yru A14 14.5 1.32 224 3.0 CUMMULATIVE 22 A9 tors Al4 150 476 220 10.5 CUMMULATIVE 23 Al tors A14 186 10.17 198 62.2 Direct(Inlet) 24 Al 5 050 089 5.4 044 322 1I Direct(Inlet) 25 A16 054 041 90 022 273 0.6 CUMMULATIVE 26 Al tors Al 6 186 10.83 198 63.5 Direct(Inlet) 27 A17 725 001 106 004 223 0.1 CUMMULATIVE 27 Al tors Al 7 186 10.87 198 63.6 Direct(Swale) 28 Aie 412 001 177 002 203 0.0 (rtpap) 28 186 10.89 198 I 63.6 STANDARD FORM SF-3 STORM DRAINAGE SYSTEM DESIGN Preliminary Drainage Report For Mead Village DEVELOPED CALCULATED BY.AMR JOB NO:11 34 DATE.Nov 13 PROJECT.Preliminary Damage Report for Mead Village CHECKED BY DESIGN STORM.2-year DIRECT RUNOFF TOTAL RUNOFF STREET I PIPE TRAVEL TIME o z LL _33 9 m _ e - c x _ m ° v m g o x r _ x E ¢ _ o E 5_ _ 'o w — 8 _ p O r U - b r _ b LL O L!,' - r S O O Q m O a x Dared 1001161 29 B1 171 015 142 026 226 0.6 Oirecl(street Cepealy) 36 Cr 651 024 166 265 216 4.3 Street Capacity Direct 31 C2 3.10 026 132 0.81 2.33 1.9 Street Capacity Cummuulirect 32lallve(Inlet) 33 CI(Io C3 389 O09 1]6 O3] 200 0.8 76 324 204 6.6 Direct(Inlet) 34 CO CO 653 022 191 103 195 2'8 11fi p6] 204 9.5 I CUMMULATIVE Cr Direct(Inlet) 35 Dr 8.13 022 196 180 193 3.5 35 Direct(In1e1) 36 02 13.16 028 160 362 202 ].3 CUMMULATIVE 36 D1 lore 02 196 642 193 105 Direct(Inlet) 37 D3 291 026 134 080 2.32 1.9 Direct(Inlet) 30 D4 172 020 121 047 242 1:1 Direct(Inlet) 39 05 491 028 151 135 220 3.0 CUMMULATIVE 40 031M1ru D5 15.1 263 220 5,9 Direct(Intel) I CUMMULATIVE 41 D11M1ru D5 19.6 005 1.93 15.5 Direct(Inlet) 42 06 3.97 024 17.8 096 203 1.9 I CUMMULATIVE 43 D11M1ru D6 19.6 901 1.93 174 Direct(Inlet) 44 D7 442 020 169 122 208 2.5 CUMMULATIVE 44 DI Era 07 196 1022 193 197 Direct(Inlet) 45 DB 231 012 131 028 2.34 07 CUMMULATIVE 46 DI lEru D8 196 1050 193 209 Direct 46 El 1025 008 170 078 207 1.6 Total Peak to Pond 46 196 30.84 193 93.6 I 2-year Pl= 097 inches(UDFCD,Fig RA 1) I=285(P1)((16tTcy0786 (Ref 2 E RA 3) STANDARD FORM SF-3 STORM DRAINAGE SYSTEM DESIGN Preliminary Drainage Report For Mead Village DEVELOPED CALCULATED BY.AMR JOB NO:11.34 DATE.Nov-13 PROJECT.Preliminary Damage Report for Mead Village CHECKED BY DESIGN STORM.100-year DIRECT RUNOFF TOTAL RUNOFF STREET I PIPE TRAVEL TIME 77 37, o z O 0 _33 E m _ e E. c 7 _ m ° v m 9 o x r _ x u E ¢ _ o E C _ 'o w — 8 _ i w O r U - b ,2 _ b C O Z - r S O p Q Q p m O a 0 OSi Pond Release from OS-2(10-year historic) 610 S.T Direct Polo Release OS-2 Pond Release from 05-2(10-year M1lslolic) 31.6] 28.38 5G.1 Direct(Inlet) 1 Al 301 058 132 197 6.48 12.7 Oum (111ve 132 1.97 640 06.8 Direct(Inlet) 2 A2 4.65 051 169 239 6.12 14.6 Commutative 3 04-1 d 0&2 D Al flirty A2 13.2 435 640 62.3 Oiled 4 A3 3.20 051 143 1.02 6.24 10.0 Inlet Direct(Inlet) 5 A4 1182 049 158 585 595 34.8 Commutative 6 08-0&O3.2(Pontl releasel(Al thru A4 15.0 11.87 5.95 104.7 Direct 7 A5 613 0.51 106 3.13 550 17.2 Inlet AS Direct(Inlet) 0 A6 259 051 137 133 638 8.5 CUMMULATIVE 9 OS-1 8 03-2(pondrelease)Y Al thou A6 186 1033 55D 123.9 Direct 10 A7 2.67 050 165 134 580 T.0 Street Capacity A7 Direct 11 AB 066 052 100 034 7.28 25 Sleet Capacity 165 160 684 9.8 CUMMULATIVE 12 A7 lore A8 165 160 684 9.8 Direct Inlet 13 A9 197 051 12.6 101 660 8.T Direct Inlet 14 A10 134 051 104 004 7.16 4.6 CUMMULATIVE 14 A9 Nru A10 126 165 660 10.9 Direct Inlet 15 All 6/4 051 150 343 6.11 21.0 CUMMULATIVE 16 A9 thou All 150 5.50 611 31.1 Direct Inlet 17 Al2 363 049 139 177 632 11.2 CUMMULATIVE 18 A9 thou Al2 150 6.85 611 41.9 Direct(Inlet) 19 Al 3 2.12 051 141 109 629 8.9 Direct(Inlet) 20 A14 404 047 145 191 621 11.9 CUMMULATIVE 21 AID(Cru A14 14.5 3.D0 621 186 CUMMULATIVE 22 A9 thou Al4 150 9.55 611 602 CUMMULATIVE 23 Al thou Al4 186 27.86 550 1871 Direct(Inlet) 24 Al 5 050 096 54 048 890 4.3 Direct(Inlet) 25 Ale 054 059 90 032 756 RI CUMMULATIVE 26 Al thou Ale 186 28.66 550 191.7 Direct(Inlet) 27 A17 725 038 146 275 6.19 17.0 CUMMULATIVE 27 Al thou All 186 3141 550 206.9 Direct(Swale) 28 Ale 412 038 177 156 563 8.8 (rtpap) 28 186 3297 550 I 218.1 STANDARD FORM SF-3 STORM DRAINAGE SYSTEM DESIGN Preliminary Drainage Report For Mead Village DEVELOPED CALCULATED BY.AMR JOB NO:11.34 DATE.Nov-13 PROJECT.Preliminary Damage Report for Mead Village CHECKED BY DESIGN STORM.100-year DIRECT RUNOFF TOTAL RUNOFF STREET I PIPE TRAVEL TIME 99 3'9 o z LL _ m _ e - c ? _ m ° v m g o x r _ x E ¢ _ o E _ 'o w — 8 _ i O r U - b r _ b LL O Z O r S 0 0 Q m O a x o En 2 Dared 15521e1 29 Br 171 046 14.2 038 627 4.9 Direct(sleet Capacity) 30 Cr 651 050 166 425 582 24.7 Street Capacity Direct 31 C2 3.10 051 132 1.01 6.47 10.4 Street Capacity irect 32Cummuullallve(Inlet) 33 C11M1U C3 389 043 176 ifi8 565 9'5 176 ]53 565 42.6 Direct(Inlet) 34 CO CO 653 049 191 3.19 542 17.3 11fi 1912 565 60.6 I CUMMULATIVE Cr Direct(Inlet) 35 D1 0.13 049 196 398 535 21.3 35 Direct(Adel) 36 D2 13.16 051 130 678 359 37.9 CUMMULATIVE 36 DI IOa 02 196 1076 535 5]6 Direct(Inlet) 37 D3 291 051 134 150 6.43 9.6 Direct(Inlet) 30 D4 172 051 123 089 672 5.9 Direct(Inlet) 39 D5 491 051 15.1 253 6.10 15.4 CUMMULATIVE 40 D3 Iota D5 15.1 491 610 299 Direct(Intel) I CUMMULATIVE 41 DI Iota D5 19.6 15.67 5.35 B39 Direct(Inlet) 42 DO 3.97 050 17.8 198 563 11.1 I CUMMULATIVE 43 DI Iota D6 19.6 17.65 5.35 943 Direct(Inlet) 44 D7 442 051 163 228 577 13.1 CUMMULATIVE 44 DI Ihru D7 196 1993 535 100.7 Direct(Inlet) 45 DB 231 044 131 102 6.49 e7 CUMMULATIVE 45 DI tom D8 196 2095 635 112.2 Direct 46 El 1025 542 1]0 431 575 24.6 Total Peak to Fond 46 196 6895 635 403.3 I 10Oyear El 269 Inches(VOFCD,Fig RA-6) I=2651P1)(110,Tcy0786 (Ref.2,Eq RA-3) DETENTION VOLUME BY THE FULL SPECTRUM METHOD Project: Mead Village Basin ID: Pond A(Basin OS-2) *User input data Area of Watershed(acres) 31.61 shown in blue. Subwatershed Imperviousness 95.0% Level of Minimizing Directly Connected 0 Impervious Area(MDCIA) 6 Effective Imperviousness' 95.0% Hydrologic Soil Type Percentage of Area Area(acres) Type A 0.0 Type B 100.0% 31.6 Type C or D 0.0 Recommended Horton's Equation Parameters for CUHP Infiltration(inches per hour) Decay Initial--f; Final--To Coefficient--O 4.5 0.6 0.0018 Detention Volumes 2'5 Maximum Allowable (watershed inches) (acre-feet) Release Rate,cfs3 Excess Urban Runoff Volume 1.29 3.40 Design Oulet to Empty EURV in 72 Hours 100-year Detention Volume plus WQCV s 2.46 6.47 26.87 3.00 2.50 • 2-00 • 1.50 • • eve 54,,404 o 1.00 0.50 ••••••• � ...,....._ are.. 0.00 0 20 40 60 80 100 Percent Total Imperviousness l Notes: 1)Effective imperviousness is based on Figure ND-1 of the Urban Storm Drainage Criteria Manual(USDCM). 2)Results shown reflect runoff reduction from Level 1 or 2 MDCIA and are plotted at the watershed's total imperviousness value;the impact of MDCIA is reflected by the results being below the curves. 3)Maximum allowable release rates for 100-year event are based on Table SO-1.Outlet for the Excess Urban Runoff Volume(EURV)to be designed to empty out the EURV in 72 hours. Outlet design is similar to one for the WQCV outlet of an extended detention basin(i.e., perforated plate with a micro-pool)and extends to top of EURV water surface elevation. 4)EURV approximates the difference between developed and pre-developed runoff volume. 5)User has opted to add the WQCV to the 100-year detention volume to satisfy local regulations. This is not required per the USDCM. UD-Detention_v2.33 Full Spectrum Al revised 11/6/2013, 11:19 AM Water Surface Elevations Project Name: Preliminary Drainage Report for Mead Village )esigned By: MMU Date: 1/0/1900 Project Number. 10.55 Checked By: AMR Date: 1/0/1900 Jurisdiction: Mead,Colorado Revised By: AMR Date: 1/0/1900 Volume Equation: V=Volume in cubic feet(cu-ft) h=Contour Interval in feet(ft.) See Full Spectrum Spreadsheet from UDFCD,Reference 2 for Required Pond Volumes Al,A2=Area enclosed by successive Contours in square feet(sq-ft) Detention Facility: Required Volume: EURV Required Volume= Veuev= 3.40 ac-ft 148215 cf Major Required Volume= Vioo-yea,+wocv= 6.47 ac-ft 281866 cf Contour Area Al+A2 (Al xA2)A1/2I (Al+A2)+I h h/3 Volume Accumul. Accumul. Elev. (A1+A2)A1/2 Volume Volume (ft) (sf) (sf) (sf) (sfl (ft) (ill (cu-fl) (CU-O) (ac-0) 59/4 0 0 0.00 7011 0 7011 2.00 0.67 4674 59/6 (011 4674 0.11 38609 14884 53492 2.00 0.67 35662 59/8 31598 40336 0.93 70514 35066 105580 2.00 0.67 70387 5980 38916 110722 2.54 85806 42717 128524 2.00 0.67 85682 5982 46890 196405 4.51 102179 50917 153096 2.00 0.67 102064 5984 55289 298468 6.85 298468 6.85 EURV Elevation=SDK,38 depth=6.38 I 100 Year Water incl.EURV=5989.6/ depth=9.67 Proposed Emerg.Overflow Weir Crest Elevation= 5983.67 (1'Freeboard) Page 1 of 1 DETENTION VOLUME BY THE FULL SPECTRUM METHOD Project: Mead Village Basin ID: Pond B *User input data Area of Watershed(acres) 142.92 shown in blue. Subwatershed Imperviousness 38.2% Level of Minimizing Directly Connected 0 Impervious Area(MDCIA) 6 Effective Imperviousness' 38.2% Hydrologic Soil Type Percentage of Area Area(acres) Type A 0.0 Type B 100.0% 142.9 Type C or D 0.0 Recommended Horton's Equation Parameters for CUHP Infiltration(inches per hour) Decay Initial--f; Final--To Coefficient--O 4.5 0.6 0.0018 Detention Volumes 2,5 Maximum Allowable (watershed inches) (acre-feet) Release Rate,cfs3 Excess Urban Runoff Volume 0.49 5.83 Design Oulet to Empty EURV in 72 Hours 100-year Detention Volume plus WQCV s 1.01 12.01 121.48 2.50 2.00 • • • tso e• 1.00 -i tie-,.o ., o i • i 0.50 i � ...,..,.._ i • '' se'se 0.00 0 20 40 60 80 100 Percent Total Imperviousness l Notes: 1)Effective imperviousness is based on Figure ND-1 of the Urban Storm Drainage Criteria Manual(USDCM). 2)Results shown reflect runoff reduction from Level 1 or 2 MDCIA and are plotted at the watershed's total imperviousness value;the impact of MDCIA is reflected by the results being below the curves. 3)Maximum allowable release rates for 100-year event are based on Table SO-1.Outlet for the Excess Urban Runoff Volume(EURV)to be designed to empty out the EURV in 72 hours. Outlet design is similar to one for the WQCV outlet of an extended detention basin(i.e., perforated plate with a micro-pool)and extends to top of EURV water surface elevation. 4)EURV approximates the difference between developed and pre-developed runoff volume. 5)User has opted to add the WQCV to the 100-year detention volume to satisfy local regulations. This is not required per the USDCM. UD-Detention_v2.33 Full Spectrum-Pond B 11/6/2013, 11:16 AM Water Surface Elevations Project Name: Preliminary Drainage Report for Mead Village )esigned By: MMU Date: 1/0/1900 Project Number. 10.55 Checked By: AMR Date: 1/0/1900 Jurisdiction: Mead,Colorado Revised By: AMR Date: 1/0/1900 Volume Equation: V=Volume in cubic feet(cu-ft) h=Contour Interval in feet(ft.) See Full Spectrum Spreadsheet from UDFCD.Reference 2 for Required Pond Volumes Al,A2=Area enclosed by successive Contours in square feet(sq-ft) Detention Facility: Required Volume: EURV Required Volume= Veuev= 583 ac-ft 253876 cf Major Required Volume= Vioo-yea,+wocv= 12.01 ac-ft 523233 cf Contour Area Al+A2 (Al xA2)^1/2I (Al+A2)+I h h/3 Volume Accumul. Accumul. Elev. (Al+A2)^1/2 Volume Volume (ft) (sf) (sfl (sf) (sfl (ft) (fl) (ea-ft) lou-O) (ac-0) 5020 0 0 0.00 37081 0 37081 2.00 0.67 24721 5022 3/081 24721 0.57 133238 59713 192951 2.00 0.67 128634 5024 9615/ 153355 3.52 212094 105585 317679 2.00 0.67 211786 5026 11593/ 365141 8.38 250677 124985 375662 2.00 0.67 250442 5028 134/40 615582 14.13 279042 139439 418482 1.00 0.33 139494 5029 144302 755076 17.33 755076 17.33 EURV Elevation=5220.11 depth=5.11 I 100 Year Water incl.EURV=5'22/.5= depth=7.34 Proposed Emerg.Overflow Weir Crest Elevation= 5027.34 (1'Freeboard) Page 1 of 1 HISTORIC RUNOFF SUMMARY TABLE MEAD VILLAGE co } DIRECT DESIGN BASIN(S) DIRECT 0100 CUMULATIVE CUMULATIVE POINT 010 (CFS) (CFS) Q10 (CFS) 0100 (CFS) a OS-1 OS-1 5.7 17.8 SUBDIVISION FILING NO. 10 H1.1 H1.1 3.4 88.7 H1.22 H1.22 13.9 43.4 A PART OF THE NORTH 1/2 OF SECTION 16, TOWNSHIP 3 NORTH, H1.3 H1.3 38.4 119.8 H1.4 H1.4 77.5 242.3 RANGE 68 WEST, OF THE 6TH P.M., TOWN OF MEAD, STATE OF COLORADO zo OS-3 OS-3 44.7 94.8 SHEET 1 OF 3 7, OS-1 + H1.1 + H1.2 w ce OS-3 + H1.3 + H1.4 + 137.4 401.1 OS-3 H2 H2 12.3 38.4 DEVELOPED RUNOFF SUMMARY TABLE a z DIRECT DESIGN BASIN(S) DIRECT 0100 CUMULATIVE CUMULATIVE POINT Q2 (CFS) (CFS) Q2 (CFS) 0100 (CFS) *OS-1 OS-1 5.7 5.7 *OS-2 OS-2 28.4 28.4 �I * OS-1 & r OS-2 5 OS-2 (POND RELEASE) 34.1 34.1 1 Al 3.1 12.7 ;;; / ' _ � / I- LEGEND OS-1 RELEASE) ON Al 37.2 46.8 � � �\ I H�G LAN) SAKE we Ro s i � 1 i PROPERTY BOUNDARY 2 A2 2.8 14.6 T� - 25 _......_, PROPOSED C FOS-1 & OS-2 POND 3duo RD '�i .� ' I � ENT LI WAY 3 RELEASE)A+ Al THRU 40.1 62.3 o � 0( _ PROPOSED CENTERLINE PROPOSED PEDESTRIAN RAMP al LiJ II ,_ PROPOSED TRAIL OR SIDEWALK ♦ ^ 4 A3 2.0 10.4 �7 " 11 ! E !SNT z TIFF - F-474 1047 SIN DESIGNATION 7 A5 3.2 17.2A!I SITE ® a B = AREA IN ACRES 5 YR RUNOFF COEFFICIENT- 8 A6 1.6 8.5 � � FR AVENI IF D = 100 YR RUNOFF COEFFICIENT _ Z OS-1 & OS-2 A i��. 9 (POND RELEASE) + 51.1 123.9 JQ Al THRU A6 I LONGMONT DESIGN POINT 10 A7 1.4 7.8 - / � �� EEYFARY GE N RY 11 A8 Q 8i � � � LLI A7THRUA8 18 98 I ; Z s Q - 0 13 A9 L3 6.7 � � / - � �� wy o PROPOSED STORM SEWER INLET 14 A10 0.9 4.6I �. '�---I PROPOSED STORM SEWER C.) Lij _I 14 A9 THRU A10 2.1 10.9 r , PROPOSED UTILITY EASEMENT 6500 W 15 All 3.9 21.0 ) PROPOSED GRADE CONTOUR 16 A9 THRU All 5.8 31.1 f _ EXISTING CONTOUR CL 17 Al2 1.8 11.2 i LON .��o GOWAND _ _ FLOW DIRECTION 18 A9 THRU Al2 7.6 41.9 \/ - � PROPOSED TRICKLE PAN 19 A13 1.3 6.9 PROPOSED 6' CROSSPAN 20 A14 1.7 11.9 / i \ 22 21 A13 THRU A14 3.0 18.6 � PROPOSED SWALE I �� RESRVOIR - 23 %60.2 : 19 - �, i OS-1 & OS-2 23 (POND RELEASE) 62.2 187.4 Al THRU A14 24 A15 1.4 4.3 25 A16 0.6 2.4 / DEVELOPER OS-1 & OS-2 WELD DEVELOPMENT 26 (POND RELEASE) 63.5 191.7 VICINITY MAP COMPANY, LLC Al THRU A16 1 =2000 27 M7 0.1 17.0 200 W. HAMPDEN AVE. SUITE 201 OS-1 & OS-2 ENGLEWOOD, CO 80110 27 (POND RELEASE) 63.6 206.9 Al THRU A17 PHONE: (303) 346-6437 28 A18 0.0 8.8 CONTACT: MICHAEL 29 B1 0.6 4.9 SHEET INDEX RICHARDSON 30 Cl 4.3 24.7 SHEET NUMBER SHEET TITLE 31 C2 1.9 10.4 32 c3 0.8 9.5 1 COVER SHEET 33 Cl THRU C3 6.6 42.6 2 HISTORIC DRAINAGE PLAN Pea 34 C4 2.8 17.3 3 DRAINAGE PLAN Civil Consultants 34 Cl THRU C4 9.5 60.6 35 D1 3.5 21.3 200 W. HAMPDEN AVE., SUITE 200 ENGLEWOOD, COLORADO 80110 36 D2 7.3 37.9 PH: 720.855.3859 FAX: 720.528.8167 36 D1 THRU D2 10.5 57.6 POND SUMMARY TABLE CONTACT: JEFF FRENCH, P.E. 37 D3 1.9 9.6 38 D4 1.1 5.9 100 YR POND EURV (AC-FT) WQCV 39 D5 3.0 15.4 (AC-FT) 40 D3 THRU D5 5.8 29.9 A 3.40 6.47 41 D1 THRU D5 15.5 83.9 B 5.83 12.01 42 D6 1.9 11.1 43 D1 THRU D6 17.4 94.5 N 44 D7 2.5 13.1 N M 44 D1 THRU D7 19.7 106.7 0 N 45 D8 0.7 6.7 DATE: 12/18/13 3 45 D1 THRU D8 20.3 112.2 ,:t 46 El 1.6 24.8 81 I JOB NO:DRAWN BY: RF 55 ,; OS-1 & OS-2 46 (POND RELEASE) 93.6 403.3 r_ THRU E1 � CADD FILE: ci * NOTE FUTURE PONDS OS-1 & POND A ARE ANTICIPATED TO RELEASE AT 10-YEAR HISTORIC RATES. Know what's below. 1 x Call before you dig. m W Q G H 2 2. v y Z CO O LLC CO H. h h N v -- Eisr i Cr A'0,405/0E- I I 1 1 l swALE _ ---- ��KE a�E__ -_ - I _ �EUENrARr. III 7 ao ,� II � � coop A Z 11 ' v I I ' I I i , la I OS-3 II III I I I EisT. 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I111111 - � LATERAL' v (8K 2 a P6 J5/ '. / ' I , I DEVELOPER WELD DEVELOPMENT COMPANY, LLC ♦ �'.. ii I I i III I 200 W. HAMPDEN AVE. �2a2 aow ' ' n SUITE 201 .vicvcAi✓o 1 I , ENGLEWOOD, CO 80110 hill cREAT�sa PHONE (303) 346-6437 I 6K 2dJ PG 354 ♦ =� I RA/LH'A '.. 1 � � ♦ 11 1 ! dK 226 PG 96 cE S 2s� Pc 9 CONTACT: MICHAEL D rum �` ' �r \ - �, RICHARDSON . ____ __=_==== , ♦ ; o / . , AERAL _ HI, _. ti __, _ , , , i iii _ ___ _ _ __ __ _ __ ____ . lir _ _ , , d, , Pea _ - EX/sT Civil Consultants /RR/GAT/ON LATERAL 200 W. HAMPDEN AVE., SUITE 200 ENGLEWOOD, COLORADO 80110 PH: 720.855.3859 FAX: 720.528.8167 CONTACT: JEFF FRENCH, P.E. v 0 2 a O N N N O N O N N 3 U K O _ - DATE: 12/18/13 Q JOB NO: 10.55 ir o DRAWN BY: RF El 1 ®co APPROVED: 200 o zoo ♦oo Cila � CADD FILE:11.6 X ( IN FEET ) Know what's below. 2 1 inch = 200 ft. Call before you dig. 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HAMPDEN AVE., SUITE 200 ENGLEWOOD, COLORADO 80110 PH: 720.855.3859 FAX: 720.528.8167 CONTACT: JEFF FRENCH, P.E. 0 2 a N O N POND SUMMARY TABLE 1OO 1R a POND EURV (AC—FT) WQCV 3 (AC—FT) A 3.40 6.47 a L. B 5.83 12.01 DATE: 12/18/13 0 JOB NO: 10.55 a DRAWN BY: RF ci ® APPROVED: 200 0 200 ♦oo8� - - CADD FILE: X ( IN FEET ) Know what's below. 3 1 inch = 200 ft. 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HAMPDEN AVE., SUITE 200 ENGLEWOOD, COLORADO 80110 PH: 720 855 3859 FAX: 720.528.8167 t CONTACT: JEFF FRENCH, P.E. 1 r v 0 2 a a o 0 250 0 250 500 N 0 IIIIIIIIIIIIII, N ( IN FEET ) 1 inch = 250 ft. z a N p _ - DATE: 12/18/13 co 81_ 1 JOB NO: 10.55 a LEGEND DRAWN BY: RF ® APPROVED: 0FFSITE SANITARY SEWER a 50011 CADD FILE: F 0NSITE SANITARY SEWER 3.6 SS EXISTING SANITARY SEWER Know what's below. 1 x Call before you dig. )- co W Q G Z O V1 5 W iz a Z PAGIIER/O I-- CO PAGER APE. HAWN ME 7771 MC w FA/RBA/RN AIDE. III < O R V /'t DEVELOPER TO C� I__L u R 2 CONNECT & EXTEND EXIST 8 w\ 2 2 12" W/L w/INITIAL z N (PRESSURE ZONE 1) CONSTRUCTION CONNECTION PT1 O/LUNCHA.f/A!�£. ti w CONNECTION PT2 PHASE 1 Q h INITIAL LOOP INITIAL LOOP N.1 PROPOSED 12" WA lu h L— END 12" WA 2811 LF 2 b h CONNECTION — (PRESSURE ZONE 2) (PRESSURE ZONE 2) a ,\ PT1 J X CONSTRUCTION — I / trn.rrca /muvF ?! I _- itaiaN AI4NU1- ME[A'ER APENLL� W .J II .. 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I/ / � �81 WELD DEVELOPMENT \ \ �iOR R SID- OTS 9 / / / �- ��`� vv •` �� . A� • 13 // �I�� d� / A / // 1 ► • �� I .v • \ vv COMPANY, LLC v• • . v �. . •� v. , ` N // / I�Ay:, i/ / 8 i/�w / , / 1 5 / ��'�� y��/ vv vvvv ; �� 200 W. HAMPDEN AVE. 16 vv• 1 vv �� / / A • , / �. v 26 SUITE 201 8' CRUSHER FINES TRAIL, TYP. �� v 1 A'H 1�� HONENG (30I, v PHONE: (303) 346-6437 O� vv • 17 v. z �. vv �� / / J� i7 / `�v i � ' •vv `�vv v4 25 I CONTACT: MICK RICHARDSON �* / v1 / / ` ' ' Ii • / v DITCH 4-vOJ vvv v. ��,` v /// � / / t//i�`,/ �\ /° 7 1I- i \v ��I I �w A�v\ (NO IMPROVEMENTS, TREE REMOVAL S v „ �/ d / —Tr / . v Z OR PRUNING IN DITCH ROW) 9p .v vvv . • • 1 4 �� i �j�� i //. -� 1 /� /�1� �° �'�►`� •v •v .�•NATIVE SEED IN DISTURBED AREAS vv • v �� vv• //I► / .� i 7 A I �� / 1 �� , •I/ � v �� vv A ' -. . v v vvv \� �/'/ vv /x/fir � / �/ �/ / � �� / v �\ \ � v v 3 ¢ o EXISTING ACCESS ROAD vvv 1 9 v �a � // vvv �� /,�' / / I�1 �� / 1 y� ` vv `� �++ N \ , /7 % .9-. ,/ .1, N . \ \ \ \ i \ NI\ ...._ai ._.........t / / I 1 8 . LI-I = o vv �� . TRACT L sir �� .v / i /� v`� v�. vv� • / ®!� vvv \\ . v vvv �� vv ON SPACE 7-- / �9 / 1 vv •vv •`v � v • /�, / 'ate • 17 I ac \ \I• c / MATCHLINE - SEE SHEET 06 -_ I . LEGEND 77__1-760' 6O' 120' I. ISHEEZ02 - I I SHEET 03 , , DECIDUOUS TREES SOD ' North Scale: 1" - 60' - - - - - r I. .t .-nom'.- 7 . W .. W .. W . NATIVE SEED / Ilf EVERGREEN TREES • \SHEET.05 ,�'1• SHEET 04 �\iri •.•.�.•.•- CRUSHER FINES BENCH � I ORNAMENTAL TREES PRIVACY FENCE EVERGREEN SHRUBS • a OPEN RAIL FENCE DATE: 11-4-2013 JOB NO: 10.55 DECIDUOUS SHRUBS 0 COLUMN SHEET 0.6 SHEET 07 / PERENNIALS/GRASSES - - - - EDGER DRAWN APPROVED: : SA li I //�\ 8' CONCRETE TRAIL EXISTINGWITH CADD FILE: KEY MAP './/' ROOT PR0ECTON ZONE I I 5' CONCRETE TRAIL 05 of 09 NOT TO SCALE 8' CRUSHER FINES TRAIL MATCHLINE - SEE SHEET 05 >--,. - :.\ .. _ a FT . _ _ -, 2 2 ` � v _ - �' '!� v w i to itiS11 G DITC`, �, \ `v �v POCKET PARK i �� v 1 6 ` ¢ ao \ v v \\-\\ v iTRACTM :Ns:\ \V A Ak o\\: 1 TD z di ` . /' f, _„ , \ --_._._ ® y j \ . �`\ 15 �I 1114 ( u' 1 / /P. v erg \ \ i I li( . �� v I II / / ` � N. STREET TREES 0 E PER LOT 1 11 ��1 ` v II �� / 1 ` SEE NOTE 09 OF SHEET 08 �� I� �v \\ j 1 11 14 �'� \\ Iv �': � q�cT G 26 �� I 10 `1 A 1�1 1 5 II �� I� II( z OPEN SPACE `� 1 I ��1 3 \4\ • �� 1 ~ \ IIII I1 I 1 I � fi / I r � rid I 131( y ilk 0 I- 0v ; �� \ ' iv � 111i____-� ��Ilr/ I I Q � �1 YJI�� IIII CL '4C 8' CRUSHER FINES TRAIL, TYP. I Qv 1 :� i 1v �� ` I i W DITCH _ �' v 1 vv vvv v �` � 8 r Q (NO IMPROVEMENTS, TREE REMOVAL \ �� OR PRUNING IN DITCH ROW) i A \ 29 v vv I NATIVE SEED IN DISTURBED AREAS \ i v V l vv �` / 1 L..J O > < _I Z EXISTING ACCESS ROAD ..�� /` � v v\��\ 1 �� I STREET TREES 40 O.C. • 0 r \ 30 �_�a I 'I III I ON CORNER LOTS \ - - r I \ -ACT X v '�► �L'o ��1■s r ��XIST G DITCH �v `. ® � ti� 4 y �� v / 31 �N �; � -� } \ I 1 \ / �l v ,`, TRACT G�vv� 32 �� I��, o \\� 2 ROW OPEN SPACE N DEVELOPER 33 �� \ z I WELD DEVELOPMENT a a I COMPANY, LLC ;.� H v 0 ' 200 W. HAMPDEN AVE. r -____ zSUITE 201 1 WOOD CO 80110 `� o ®��,, �_ - ENGLEWOOD, (303) 346-6437 \\ I CONTACT: MICK RICHARDSON \ 1/4/ v �v \` N N 2 B �1 _ • ' ® v ® m N / r � J _ ' •• r * LL IW � h, co ® = M I H ' u.+:MN LJ w 7 LLI ,H /" _ _ � � M I ~ .. LIJ 4' S 'E T?, f d LEGEND 60, 0 60' 120' ISHEEZ02:-';j.• I SHEET 03 • e DECIDUOUS TREES SOD 777 • E • . . . . , NATIVE SEED North Scale: 1" - 60' „ „ „ 71 EVERGREEN TREES CRUSHER FINES \SHEET.05 '/. SHEET 04 - BENCH I O ORNAMENTAL TREES PRIVACY FENCE EVERGREEN SHRUBS s OPEN RAIL FENCE DATE: 11-4-2013 \ . . \ JOB NO: 10.55 I DECIDUOUS SHRUBS ® COLUMN SHEET 0.6 • SHEET 07 DRAWN BY: SA PERENNIALS/GRASSES - - - - EDGER APPROVED: I \ 8' CONCRETE TRAIL CADD FILE: / EXISTINGWITH KEY MAP 1\ ROOT PRO ECT ON ZONE I I 5' CONCRETE TRAIL 06 of 09 NOT TO SCALE 8' CRUSHER FINES TRAIL MATCHLINE - SEE SHEET 04 m a __ TRACT P� ni"I - tir' %- á OOOO OPEN SPA Err: ! Lo! 16 , � I� 11� 1 IIrI II11111 ' 1 20 �. rr,,.. I 111 II 7 I � I4II I II 24 26 5' CONCRETE WALK, TYP. o b C IN BETE WALK, TYp. 1 I ��. �� ji 2111 I 1 3 I! II • I 1 1 15III III s �II� II w I 2 ill� 27 III 19 �� ! ' �Ilv �II�I� N 8 CONCRETE WALK, TYP. il ii u I I I 23 I _t 12 1 I h Iy - 14 �II� III 111 I,Ir 3 II 8as 1 1 Q 1' I 18UI II III I � lrj 1 o I ', TRACT U IM I CONCRETE OPEN SPACE L • I�I II FREES INTRA T II -- I T0 BE IR IGA ED ' 1 4 I Wf�LTYP ►I� 1 T BY HOMOWN R. �• �II�I � �l 13 Ia"� Ii' 9 IIIOFSHEE08 ;,�� I11 u ri , _ a I I 11 I 10 I 21 5 I 1 1 1 I!e hll� i 11� ►Ih I ��. I 1 12 sl 11 al I off• t O I- 10 I I 20 i 6 ,lll 1 15 �� h � 6 � �Ih 9 < _I Z / is Is , ly 1 1 V r I in i , iir' r u 11 -- I 19 fY I 11 I TRACT V ®� P-I I I h III II1� ;` W � 14 7 10 IB 11�I OPEN SPACE/ �� // / >1' Q LLl III ICI I I j i 7 I 9 d I ,, r� 1 a LU 18 I z I I I r 8 IIII� 12 13 ' III 1 � 8 I 1 9 � i� l�I / I 1 ' Z I I I I-� ---- - --- ---- ---�,1-` -:,��- �� , _��! __•1- �- '! ` ' b / / / / I F-1 �1! ,�1 �1! --- r STREET TREES 40' •.C. I STREET TRES ONE PER LOT 1 16 r 1 I ON CORNER SIDE LISTS I I SEE NOTE 09 OF SHEET 08 14 15 4 5 6 8 9 10 11 11 12 13II DEVELOPER 1 WELD DEVELOPMENT COMPANY, ,v 200 W. HAMPDEN AVE. I 110 .y 1 = - - OOD, CO S 1 - - - -- % PHONE W(30 ) 346-6437 0 I // CONTACT: MICK RICHARDSON - I / V Z co I •I \ '/ = v 00 L B ® ® ® I v 1 o ii ® m I W ce w M _ ' •• ryi .1 w .i I O W ® � 00 00 I •'. ® = M r- - 1 u.+:N Lc.9' w Z t LLI H /l __ Z � Z w M N o L I- d LEGEND 6a' a 6a' 120' I. ISHEET02:-' I I SHEET 03ii • e DECIDUOUS TREES SOD 7777 /° •/ • • • - - - - - r -p � ^- - NATIVE SEED North Scale: 1" - eel 11 EVERGREEN TREES • • • • • . . . . . .- CRUSHER FINES U . . . . . . \SHEET.051/ / SHEET 04 m BENCH \ ORNAMENTAL TREES PRIVACY FENCE EVERGREEN SHRUBS . OPEN RAIL FENCE DATE: 11-4-2013 \ . . \ JOB NO: 10.55 I DECIDUOUS SHRUBS ® COLUMN SHEET 0.6 SHEET 07 DRAWN BY: SA PERENNIALS/GRASSES - - - - EDGER APPROVED: i /0 8' CONCRETE TRAIL CADD FILE: EXISTING WITH KEY MAP I\ ROOT PROPROTECTION ZONE I I 5' CONCRETE TRAIL 07 of 09 NOT TO SCALE 8' CRUSHER FINES TRAIL >- m N) w 1 tp 0 1 N SHRUB PLANTING (7, WELKER AVENUE LANDSCAPE REQUIREMENTS LANDSCAPE NOTES: PRUNE DAMAGED OR DEAD WOOD PRIOR TO PLANTING. Z 1. All landscape areas and plant material shall be watered by an automatic irrigation system. Drip irrigation is to be provided to N v") PLANT SHRUB 2"HIGHER THAN LANDSCAPE REQUIRED shrub areas; turf area heads are to be installed so as to provide head to head coverage. Temporary irrigation shall be provided ORIGINAL GROWN GRADE LINEAR FEET (I tree 4 5 shrubs per IS ft of frontage) LANDSCAPE PROVIDED w 0 to native grass areas for establishment in order to assist in complying with the re-vegetation standards of the Town of Parker. OC N Temporary irrigation for establishment of native vegetation may be installed aboveground and removed immediately after DIG CONTAINERIT TWICE WIDE AS 1,660 111 TREES 4 555 SHRUBS 124 TREES 4 648 SHRUBS p y g g THE CONTAINER establishment is complete, or in any case, no longer than one year. 2. Trails shall meet the requirements of the Americans with Disabilities Act. APPLY 2"-a"SPECIFIED q MULCH AS SHOWN 3. All fencing shall be as indicated on the landscape plans and details. SUGGESTED PLANT LIST 4. All relocated trees must be healthy and undamaged prior to relocation. LOOSEN OR SCORE SIDES OF ROOTBALL SHAPE TREES 5. All sod areas shall be Kentucky and Texas Bluegrass hybrid mix. NOTES: 6 z — 6. Trees in the right-of-ways must be a minimum of 8-feet away from any water and sanitary sewer main. -BACKFILL AND WATER-IN THOROUGHLY BROKEN ROOTBALLS WILL BE REJECTED MATURE 7. Maintain a minimum of three foot clearance around fire hydrants, fire department connections or other fire service equipment. QUANTITY SYMBOL COMMON NAME LATIN NAME SIZE SIZE CHxW) CONT. WATER USE No tree or shrubs will be allowed within this area. 87 CH COMMON HACKBERRY CELTIS OCCIDENTALIS 2.5" CAL. 55' x 45' 848 LOW8. Trees in planting lawns along public streets and in Tract R to be irrigated from the domestic tap of the adjacent home. TREE PLANTING SLOPES 9. Final street tree placement shall be subject to driveway and utility/services locations. 110 GL GREENSPIRE LINDEN TILIA CORDATA 'GREENSPIRE' 25" CAL. 35' x 35' 848 LOW ► ' • NOTE: BROKEN OR CRUMBLING 141 KC KENTUCKY COFFEETREE 'ESPRESSO' GYMNOCLADUS DIOICUS 2.5" CAL. 55' x 45' 848 LOW USE 3 GUY ASSEMBLIES ROOT BALLS WILL BE REJECTED FOR EVERGREENS AND 94` 111 NRO NORTHERN RED OAK QUERCUS RUSRA 25" CAL. 50' x 35' 646 MODERATE TREES OVER 3'CAL. PRUNE ALL DEAD OR ' ' I GLEDITSIA TRIACANTHOS VAR DAMAGED WOOD 1..1..1 112 SH SHADEMASTER HONEYLOCUST 2.5" CAL. 45' x 35' 848 LOW ROOT COLLAR VISIBLE AFTER PLANTING INERMIS SHADEMASTERNATIVE SEED MIX: TOP MOST ROOTS WITHIN %>�' �� E, _ n�� USE GROMMETED NYLON C9 I- 124 SWO SWAMP WHITE OAK QUERCUS BICOLOR 25" CAL. 50' x 50' 545 LOW Drought tolerant grasses suitable for areas where mowing is difficult. 1"-2" OF EXISTING/ �, TREE STRAPS AT END OF FINAL GRADE , WIRE 38 WC CATALPA CATALPA SPECIOSA 2.5" CAL. 50' x 40' 848 Lou) 30% Ephraim Crested Wheatgrass (�jI ° GT • 12 GAUGE GALVANIZED 25% Dwarf Perennial RyegrassX'-4"of ORGANIC MULCH APPLIED " ' • WIRE ORNAMENTAL TREES 20% SR3200 Blue Fescue OVER PLANTING AREA AND AWAY yR n Cr FROM TRUNK 1 24"x 3/4"P.V.C. LL 15% Reubens Canada Bluegrass MARKERS (TYPICAL) 25 RFC RADIANT CRABAPPLE MALLS 'RADIANT' 2" CAL. 25' x 25' 545 MODERATE g EXISTING GRADE,,, iii OVER WIRES. 10% Chewings Fescue ° rr 42 PAM FLAME AMUR MAPLE ACER GINNALA 'FLAME' 2" CAL. IS' x IS' 645 MODERATE BACKHLL WITH UNAMENDED RIPARIAN SEED MIX: �I TOPSOIL FROM HOLE ,;� TREATED WOOD POST J W W vL.. � USE 2 GUY ASSEMBLIES 44 JTL JAPANESE TREE LILAC SYRINGA RETICULATA 2" CAL. 20' x 20' 545 LOW BURLAP, ROPE,AND WIRE l� ll �) FOR TREES UNDER a' n/ Q REMOVED FROM TOP 2/3 OF , II••II \ EVERGREEN TREES Drought tolerant grasses suitable for detention basins. ROOT BALL AT MINIMUMS _, UNAMENDED TOPSOIL Q O° u 311-II-IIII ADDED TO EXISTING GRADE /o GRASS ROOTBALL SITTING DIRECTLY 1_ �I S �� / 51 AP AUSTRIAN FINE PILAUS NIGRA 6' 50' x 35' B46 LOW ON TOP OF UNDISTURBED SOIL 11=n=lIIIIII—If—IP II ON DOWN HILLSIDE H 1% WOOLY SEDGE ��11 F- S ;ir--t PILAUS HEDREICHII VAR EXISTING GRADE C/1 30 SP BOSNIAN PINE LEUCODERMIS 6' 20' x 12' 848 Lou) .01% NEBRASKA SEDGE 0 Q 5% BLUE GRAMA -"-r- 41 CBS COLORADO BLUE SPRUCE PICEA PUNGENS 8' 40' x 25' 848 LOW 5.95% BUFFALOGRASS SLOPE SIDED HOLE IS3TIMES Q ey pa.., 3% INLAND SALTGRASS AswIDEASTHERooTeAu Q 23 VPP VANDERWOLF'S PYRAMID PINE PILAUS FLEXILIS 'VANDERWOLF'S' 6' 55' x 30' 848 LOW 0.04% BALTIC RUSH I I I In/ I-I 15 PP PONDEROSA PINE PINUS PONDEROSA 6' 60' x 35' 848 LOW 15% PRAIRIE CORDGRASS TREE PLANTING STANDARDS W DECIDUOUS SHRUBS 5% SAND DROPSEED CiTh 55 $115 BLUE MIST SPIREA CARYOTERIS X CLANDONENSIS 4' x 3' 5 GALLON LOW 28% SWITCHGRASS c 37% WESTERN WHEATGRASS NOTE: BROKEN OR CRUMBLING 1 5RD BAILEY REDTWIG DOGWOOD CORNUS STOLONIFERA 'BAILEYI' 5' x 5' 5 GALLON MODERATE USE 3 GUY ASSEMBLIES ROOTBALLS WILL BE REJECTED FOR EVERGREENS AND Olt- II MKL MISS KIM LILAC 5YRINGA PATULA 'MISS KIM' 4' x 4' 5 GALLON LOW SEED SHALL BE APPLIED AT TREES OVER 3"CAL. • PRUNE ALL DEAD OR DAMAGED WOOD A RATE OF 30 LBS. PER ACRE. AFTER PLANTING 82 LDP LODENSE PRIVET LIGUSTRUM VULGARE 'I-ODENSE' 2.5' x 35' 5 GALLON MODERATE ROOT COLLAR VISIBLE TOP MOST ROOTS WITHIN USE GROMMETED 89 GMC GREEN MOUND CURRANT RIBES ALPIUM 'GREEN MOUND' 4' x 3' 5 GALLON LOW 1"-2" OF EXISTING/ TREE STRAPS AT END FINAL GRADE OF WIRE S LV LANTANA VIBURNUM VIBURNUM LANTANA 15' x 12' 5 GALLON LOW 12 GAUGE DEVELOPER 45 DBU DWARF BURNING BUSH EUONYMUS ALATUS 'COMPACTUS' 1' x 1' 5 GALLON MODERATE 2"-4"OF ORGANIC MULCH APPLIED . GALVANIZED WIRE WELD DEVELOPMENT OVER PLANTING AREA AND AWAY , 62 SLUR NEARLY WILD ROSE ROSA X NEARLY WILD' 3' x 3' 5 GALLON LOW FROM TRUNK 24"x3/4" P.V.C. COMPANY, LLC EXISTING GRADE MARKERS (TYPICAL) 46 PSC PAUINEE BUTTES SAND CHERRY PRUNUS BESSEYI PAWNEE BUTTES 15 x 5' 5 GALLON LOW OVER WIRES. 30 RC ROCK COTONEASTER COTONEASTER HORIZONTALIS 3' x 5' 5 GALLON LOW TOPSOILLFROM UNAMENDED TREATED WOOD POST 200 W. HAMPDEN E201AVE. • USE 2 GUY ASSEMBLIES SUITE 201 Il RS RUSSIAN SAGE PEROVSKIA ARTIPLICIFOLIA 4' x 4' 5 GALLON LOW BURLAP, ROPE AND WIRE FOR TREES UNDER 3". ENGLEWOOD, CO 80110 34 AUJS ANTHONY WATERER SPIREA ANTHONY WATERER SPIREA 3' x 4' 5 GALLON LOU1 REMOTVELLFROMI TOP 2/3 OF PHONE: (303) 346-6437 EVERGREEN SHRUBS ON TOPOFSUNDDISTUURBEDDSOIL CONTACT: MICK RICHARDSON 143 WBM WHITE BUD MUGO PINE PINUS MUGO 'WHITE SUP' 4' x 5' 5 GALLON LOW SLOPE SIDED HOLE IS 3 TIMES AS WIDE AS THE ROOT BALL DIA. .v Co 17 GGJ GRAY GLEAM JUNIPER JUNIPERUS SCOrULORUM 'GRAY GLEAM' 13' x 5' 5 GALLON MODERATE r = o Ln o a o II TJ TAMMY JUNIPER JUNIPERUS SABINA 'TAMARISCIFOLIA' 4' x 6' 5 GALLON LOW cc oes ec • Excavate planting holes with sloping sides. Make excavations at least three times as wide as the root ball V, ' o diameter and no deeper than the distance from the top most roots in the root ball to the bottom of the root ball to 44 CAJ COMPACT ANDORRA JUNIPER JUNIPERUS 'ANDORRA COMPACTA' 1.5' x 4.5' 5 GALLON LOW allow for settling. Do not disturb soil at bottom of planting holes,but do score the sides of the planting hole. The g o 0 p� p /� �+ planting area shall be loosened and aerated at least three times the diameter of the root ball. Backfill shall consist z PERENNIALS / GRASSES of existing on site topsoil—no amendments shall be used unless otherwise specified. =ini I, z N ¢ o ,E- 99 SIG SLIKY THREAD GRASS NASSELLA TENUISSIMA I' x 2' I GALLON LOW • 'frees shall be planted with the root collar'flarc visible above grade AND two or more structural roots located ___ a within the top 1"to 2"of the root ball/finished grade measured 3" to 4"from trunk. This includes trees that are e 459 KFG FEATHER REED GRASS CALAMAGROSTIS ARUND INACEA 5' x 2' I GALLON LOW set on slopes(see slope planting detail). Trees that do not have a visible root collar shall be rejected. Do not o KARL FORESTER' cover the root ball with soil. z 205 MG MAIDEN GRASS MISCANTHS SINENSIS 'GRACILLIMUS' 5' x 5' I GALLON LOW • When root ball will remain intact,cut off bottom'/4 of wire basket before placing tree in hole,cut off remainder a V,' „w, of basket AFTER tree is set in hole, remove basket completely. At a minimum,the top 2'3 of the burlap and z - m basket shall be removed from the root ball on all trees. Remove all nylon ties.twine,rope and burlap. Remove z a en N ..unnecessary packing material. W a v • Form soil into a 3"to 'tall watering ring(saucer)around planting area. This is not necessary in inigated turf = Z 5 areas. Apply 2"to 4"depth of specified mulch over planting area and inside saucers,away from trunk. t r � d • Staking and guying of trees is optional in most planting situations. In areas of extreme winds,or on steep slopes, ---- staking may be required to stabilize trees. Staking and guying must he removed within 1 year of planting date. • Tree wrap is not to be used on any new plantings, except in late fall planting situations,and only then after consultation with the Town Arborist. • Resetting of improperly planted trees will only be allowed if it is determined that doing so will in no way compromise the root ball,and shall only be done with approval of the Town Arborist. PERENNIAL MIX: For large perennial beds. COMMON NAME LATIN NAME SIZE MATURE MATURE PERENNIAL PLANTING STEEL EDGING HEIGHT WIDTH Q Tangerine Southernwood Artemisid abrotanum 'Tangerine' 4"pot 3' 3' Q" I 9 0 SPECIFIED MULCH SHRUB BED W/ I I 1 SPECIFIED MULCH „ K" I p N II /j II o AMENDED PLANTING BED TILLED DEPTH Slue Avena Grass Helictotrichon sem ervirens 4"pot 4' 2' -- °III "\ I II Q _� u II ' I TO ADEPTH OF 6" WHERE REQUIRED Blue Hill Sage Salvia x sylvestris Blue Hill' 4"pot 15" IS" -- I ) Ip Il Apil g yp I, TURF AS SPECIFIED �1 II t I/ Q CENTER OF PLANT J c Ar- , Fat Bud French hybrid Ssig Lavender Lavandula 4rtemi to versicolor Sea foam' 4"pot 8" 24" -- ��- �// JI t, 1 i - k4 DURA EDGE, 14 GA.ROLL 3 __, h /3 - ' TOP STEEL EDGING, n ` GREEN.IFI �,5 U SPECIFIED LANDSCAPE Graves English Lavender Lavandula angustifolia 'Graves' 4"pot 30" 24" � I �� T_� "r r FABRIC ROLL EDGE Sliver Edged Horehound Marrublum rotundifolla 4"pot 10" IS" -- fi- +� UNDER EDGING AS / SHOWN Large Leafed Lambs Ear Stachys byzaannteii a 'Helen von 4"pot 24" 24" -- 4- _ ___ METAL STAKES As DATE: 11-4-2013 SPECIFIED Corkscrew Ornamental Onion Alllum senescens 'Slue Twister' 4"pot 12" 10" 3 WHEN PLANTED ON A CURVE ORIENT ROWS TO FOLLOW NOTES' JOB NO: 10.55 Burgundy Dazzler Sunrose Helianthemum 'Burgundy Dazzler' 4"pot 12" 12" -- III I III O THE LONG AXIS OF AREAS WHERE PLANTS ARE MASSED. 1. SET ALL EDGING 1"ABOVE FINISH GRADE AS SHOWN. 2. EDGING SHALL ABUT ALL CONCRETE CURBS AND WALKS PERPENDICULAR,AND DRAWN BY: SA Blue Catmint Nepeta x faassenil 'Select Slue' 4"pot 15u is" CC C- FLUSH W/GRADES OF CONCRETE. y, 3. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S APPROVED: Caiama rostis x acutiflora )Earl + 11 + 11 + + SPECIFICATIONS. Karl Foerster Feather Reed Grass g I gal. 4' 2' -- ' ' 4. FOR PRODUCT ORDERING,DIVIDE NUMBER OF FEET NEEDED BY 9.33 TO OBTAIN CARD FILE: Foersterl 0C SPACING THE NUMBER OF 10'PIECES NEEDED. Overdam Feather Reed Grass Calamagrostis 'Overdam' I gal. 4' 15" -- O V o f 0 9 Silky Thread Grass Nassella tenuissima I gal. IS" 12" -- >- >- m Q 2"x6" CAP 6"x6" POST to 1" x 6" x 6' VINYL PICKETS a 1"x6" RAIL 00 ON R.O.W. SIDE OF FENCE I N 8' O.C. Typ. 0 —i_r E o_ N N 4"X4" POST BEVELED AT TOP TOP RAIL 4" BELOW TOP OF POST w c 7 IC ct N STREET SIDE ,N RESIDENCE SIDE STREET SIDE / 2"X6" VINYL RAIL / 11" BETWEEN RAILS a? =CO -------- -- 6'-6" C C C I 64.. o z ICIir n \ iiI I i I I I GRADE P- FINISHED GRADE 8" ` 41* 8' O.C. H 2'_0,. 2"X4" WIRE MESH GRID 3' MIN. FOOTER PER STRUCTURAL ENGINEER z (OPTIONAL BY HOMEOWNER) FOOTER PER STRUCTURAL ENGINEER W 6' PRIVACY FENCE BEIGE VINYL ` MASONRY COLUMN COLOR & MATERIAL TO BE DETERMINED 4' OPEN RAIL FENCE BEIGE VINYL O i- Not to scale Not to scale Not to scale Q z < _I et 6" COMPACTED DEPTH SUBGRADE SHALL BE SMOOTH AND CL ,:p4CRUSHER FINES PITCH 2% FORMED TO A UNIFORM DEPTH CUT a H SIDES PERPENDICULAR TO SURFACE - - - - MIRAFI WEED BARRIER �� n7 a Q - - - - r - - TRACT B- _ B WELKER AVENUE TRACT SB 2% Q -CO O 29e ROW TRACT A TRACT A ROW rnx r rr�n is y N k i'( �- -� • OPEN SPACE OPEN SPACE I / Z ouI' COLUMN ON �'�� .� ��_� .- COLUMN ��---�.-}�-�-� }�- }� - I „ , 6 Q U LOT CORNERS T COLUMN ON COLUMN ON TRACT �� w I �+� LOT CORNERS LOT CORNERS RECREATIONAL CENTER o PRIVACY FENCE WITH COLUMNS W PRIVACY FENCE PRIVACY FENCE } I 3,_O„ - 4,_O„ W n7 PRIVACY FENCE WITH COLUMNS WITHOUT COLUMNS WITH COLUMNS + I + PRIVACY FENCE ----- 1d SS% COMPACTED i \ WITHOUT COLUMNS + SUBGRADE TRACT E . . CRUSHER FINES SURFACING OPEN SPACE 0. Q----,..---- —_ Not to scale -0--�—,J- '' ' TRACT C ¢ i I OPEN SPACE4 OPEN RAIL FENCE d TRACT E b — — RACT Z / DEVELOPER �b PARK OPEN SPACE TRACT W WELD DEVELOPMENT IS -o---_o--�- ° ° —„_, _o---o— o Q/i -� WATER QUALITY POND • COMPANY, LLC Irmo-- t a TRACT K ,� • / "'I NEIGHBORHOOD PARK I / v 200 W. HAMPDEN AVE. o SUITE 201 4 a ENGLEWOOD, CO 80110 Q ¢ OPEN RAIL FENCE • PHONE: (303) 346-6437 �5 _- 71.Q / FOR TREE PROTECTION / CONTACT: MICK RICHARDSON I o .OPEN RAIL FENCE - I __--o-: / / Q TRACT X q --c-- -- -- - I DC EXISTING DITCH \ TRACT I a z OPEN SPACE p C 'F N A T S - EN SPACE I b p u ® M I i y TRACT L �\ �� / W i s M .. OPEN SPACE ¢ o 7 W �t t ® 6 ` • .. O ,� / v \ / l , w w m ��s�� y OPEN RAIL FENCE �. / '- / NOTES: �y -i f TWACT U zELI M F PI EN SPACE 1. ALL FENCING INDICATED ON FENCING PLAN SHALL W 2_ O & BE INSTALLED BY DEVELOPER OR HIS ASSIGNS, \ \ . N /f TRACT T PARK OWNED AND MAINTAINED BY THE METROPOLITAN TRACT �� / DISTRICT. I PARK d 1 / \ TRACX \ EXISTING /TCH / 2. PLAN SHANL BE THE ALL INTERAL IRESPONSIBILITY OF THE NG NOT SHOWN ON CING d -- BUILDER OR HOMEOWNER. n \K/ceN, / 0 I / O is OPEN RAIL FENCE N 7b b / \ K o� I b I p \ Q q 4 TRA. 0' TRACT G OPT sPACE� OPEN SPACE io LEGEND I p b4 / b I p ¢ 4 f / - PRIVACY FENCE \ ¢ OPEN RAIL FENCE OPEN RAIL FENCE p l / \ C OP SPACE II • COLUMN o \ l \\o. t 1 / a DATE: 11—4—2013 TRACT 200' 0 200' 4mO' JOB N0: 10.55 ---0___ : • 77__1-7OPEN SPACEe .,,< „, ,, DRAWN BY: SA II - - - APPROVED: CADD FILE: FENCING PLAN North Scale: 1" - 200' SCALE: 1" = 200' 09 of 09 TRACT SUMMARY m M PARKS/OPEN w , TRACT AREA OUINERSI-IIP/ PARKS/OPEN SPACE EXTRA a °0 - - - - - - - - - - NAME (ACRES) USE MAINTENANCE SPACE CREDIT NO CREDIT c aS� — — — — - - — — (AC�5) (ACIDS) •ar _71 ; A 216 OPEN SPACE METRO DISTRICT 216 .,.... . .. . . • . . . „ EN ' y • 5 032 OPEN SPACE METRO DISTRICT 032 0 C 1.46 OPEN SPACE METRO DISTRICT 1.46 C c. / I \ D 0.11 OPEN SPACE METRO DISTRICT 0.11 zz a / • \ E 1.19 POCKET PARK METRO DISTRICT 1.19 N rn F 0.51 OPEN SPACE METRO DISTRICT 051 w c ct / I RECREATION \ G 210 OPEN SPACE METRO DISTRICT 210 a SEE SHEET 04 Ac. \ 1 H 0.15 OPEN SPACE METRO DISTRICT 0.15 I 054 OPEN SPACE METRO DISTRICT 054 •J 4.11 RECREATION CENTER TOWN OF MEAD 4.11 NE IPARK POCKET PARK 7 1i '' ` " 2.92M tRo DISTRICT 2.92 .Y. ; NEIGHBORHOOD � K 132 GH5oRHOOp TOWN OF MEAD 132 .., PARK 7 32 Ac 0 � \ L OPEN SPACE E . ..:.: + ;> ::• >;.;..:•a;.:• SEE SHEET 05 TRACT E - 1.19 Ac. M 3.23 ROW TO 5E TOWN OF MEAD 3.23 ,.... i � �i — — — — DEDICATED SEE SHEET 03 / .. — ,:: ::..• .' `i...•:••••:V•: •. . nro iK' .. . . . .. :....:. • i,.,:..: 'd + N 0.01 OPEN SPACE METRO DISTRICT 0.01 OPEN SPACE O 0.09 OPEN SPACE METRO DISTRICT 0.09 ��;;�.. � •� ' / P 020 OPEN SPACE METRO DISTRICT 020 / ++� _ � DETENTION O 022 OPEN SPACE METRO DISTRICT 022 / : ` J • • \ t- ,1, R 0.50 OPEN SPACE METRO DISTRICT 050 ITl z `/ S ISO OPEN SPACE METRO DISTRICT 1.50 �1 / • zt. _ \ T 1.08 POCKET PARK METRO DISTRICT 1.08 O I— a i •:: :.' Q ' • 1 - : U 2.99 OPEN SPACE METRO DISTRICT 2.99 Y / V 0.61 OPEN SPACE METRO DISTRICT 0.61 _I U 772-////2/./..z/ > I W 6.01 WATER QUALITY FOND/ METRO DISTRICT 6.01 CL/T j/// ��/� : , •:. DRAINAGE ►--� 2. X 1.S1 EXISTING DITCH ROW METRO DISTRICT 1.81 ll / VSECTION C• • / Z I.II OPCE METRT• I ..f•f / AA 0.56 DEDICATED TOWN OF MEAD 0.56 '.;, I TOTAL 50.16 40.14 623 / Q O I * Recreation center layout shown hereon is conceptual. �y 1\ ^ OPEN SPACE POCKET PARK • /- TRACT ' • Final design and timing of construction will be /� / • + Y. % • determined at a later date by the town of mead. < III T - 1.08 Ac. /f N / SEE SHEET 03 + + , ,, 1.7.1: +` ' '~•',. ry `- •I� `''' Y': *Minimum 35 foot wide trail corridor located outside of Ditch Right-of-way ��/� SECTION B B _ ° + . I. . .. , .~.. . .. g Y + OPEN SPACE�• � }�� `� �` ^��:/ Required Parks and Open Space • - •• . •• •• .....„,.../ • %4 MILE WALKING RADIUS \ J • , ,••�" • 395 DU's x 08 Acres= 31.60 Acres �j • ^;'`�." • .� + + -#.,"_-?/ • Pocket Park required within '/.mile of Neighborhood Park �^1 � \ \ ,•r• ''o' ' ' + + / • 1 Neighborhood Park per 300 dwelling units F••'I / • Neighborhood Park Minimum Size of 7 Acres ^":.::%.: .:..'" "`'` ''.,' >. ... Provided Parks and Open Space: \ i •,;�•` :.Y.z•: / • 7.32 Acre Neighborhood Park / • 4.17 Acre Recreation Center Site \ V / / :4,;% • 2 Pocket Parks(total of 2.27 Acres) `j • "� • 2621Acres Open Space and Trail corridors \ \ %;/::: - / 13,615 Linear feet of trails DEVELOPER . �j WELD DEVELOPMENT ( COMPANY, LLC /�':.; °" OPEN SPACE / ':. :7 ;:':, > LEGEND 200 W. HAMPDEN AVE. N \ . ;: .,' .. • • • ` SUITE 201 v :; ENGLEWOOD, CO 80110 \ A.'*: SECTION C-C :: PHONE: (303) 346-6437 N V � ,�;'''. \ \\ RECREATION CENTER 200 0 20f� dm1-7O CONTACT: MICK RICHARDSON �i / 4H/ • NEIGHBORHOOD PARK77 ; ; .: L:,: / North Scale: I" - 200' _ • _ j� _ _ — — - + 4 POCKET PARKS m W :' :'.;:::' OPEN SPACE w o LL W � t-., ® 6 9 IE r;. PARKS & OPEN SPACE PLAN 7/2// DETENTION & DITCH , w ,' LJ w 7 SCALE 1" = 200' it,u I = = W M .t -c4 4' ▪ cm 1 r ® L 1 L:°PER HIGHLAND w' OPEN SPACE%c� w w ' 7 r • ,I Z IC' RESIDENTIAL LOT Z �Iw n DITCH 12O' ROW 11; TRAIL CORRID� �,�` , IJ J ; 0174 of ' lo of ® ILI I I I ion i i i I 0+00 0+50 1+00 1+50 "SEC A-A" PV 2+00 2+50 3+00 3+50 i I i I SHEET INDEX y ~ UPPER HIGHLAND z z� OPENS C z z 01 PARKS & OPEN SPACE PLAN id O' RE DENTIAL LOT 02 EXISTING CONDITIONS w� "� � TRAIL CORRI(� �- 1 .Z DITCH 1207' ROW : � �, , ,� � , OIL • "' " wilip,ik. 3I Ii- I- I 03 POCKET PARK ENLARGEMENTS �I O� � ' ;O O 04 RECREATION CENTER ENLARGEMENT ` , s' 05 NEIGHBORHOOD PARK ENLARGEMENT 41 I I i 06 PLAYGROUND SITE ENLARGEMENT 000 0+50 1+00 1+50 "SEC B—B" PV 2 06 2+50 3+00 3+50 >—I UPPER HIGHLAND o� OPEN SPACE �% ' `� O' RESIDENTIAL LOT �Iw DITCH 12C' ROW ' TRAIL CORRIDOR . W17 . \ w I SEE SECTION 11 OF NOTEBOOK OIL A '" ',I FOR LANDSCAPE PLANS. �I ` � � 0! 0 DATE: 11-4-2013 .55 O JOB N0: 10.55 1 I �I DRAWN BY: SA 0+00 0+50 1+00 1+50 "SEC C-C" PV 2+00 2+50 3+00 3+50 4+00 APPROVED: CADD FILE: DITCH SECTIONS SCALE: 1" = 20' 01 of 06 PK CHAVEZ LLC I I r r MICHAEL & MARYELLEN LITZENBERGER GINGER AVE. m a TOWN OF MEADI v to 9 50 9r34JE 26.Ne. 'M �i V m y NE r/Csca 16 - ► 'A9 --' -------N88°38'25"E 2"---2281.71' M ( —e '` SEPTIC & PIPELINE R.O.W. ,'ry'0 P MAR ¢ °. N I I � � t� � ,N RA Fa�E - � ---_ -__--- _ _ - — — - - EXISTING WELKER AVE I �� EN. �9,P�229 13 EXCEPTION PER 11 (PROPOSED 82' RIGH1 OF WAY) ET-62 BOOK 612, PAGE 298 �! H • V � vv 1 I yS9as'ra"E 365.12 M Iz j 1 I I + • �i \ goo' N9090.00"C 3x/R6 e R4 +�+ PATRICIA A. WHITNEY o I 56' p= — o a E II i � � e EXCEPTION PER Z � 0 PATRICIA I I BOOK 1062 1 �7RINKE BRASS. w�ry� FNn_�RRE55K RECr4R93 n /5R®AR 5 -o � O Ervo.A 6 REBAR °U,� ex.ns m'� h.,'_� REC. N0. 020\0,3223 L'AP, B FROM OOK 90A , �i W RFD RAKOC CAP,AEGIS f 5 LE 38901, O., (n (13 JORGENSON �NCM�R W/RED PLASTIC DAVID & LAURA GARTRELL 1 REC. 2636865 I I (RIGHT-OF-WAY FORISCHOOL� ry CRP AEGIS LS 36901. N89 FROM 2 9J Z Z W C \ ry �. M23420[ 061' 1 \ / FENCE IS 035' l/ ^1 \\ I 2 2 FRW CCR. ty •Y O ' 960000"E 45410'R4 NORM OF$ FNO.#5 RE.I /YEILCW PU SnC O \\ I I Y� - 90818"E A52d3 END_j 3 REBAR, � L5)1392 N55'41'01"E 3009 5g gG'IC'E 29.90' Q O FNORTH o4r' GP.FREESE ENc. • o I I EXISTING SCHOOL ORMBF� - O I I � FROM CDR FROM COR 'IN & JACKLYN SHUBERT /. z �� 280232' M % S88°44'50"W M 1 r I O \ Z I I0 �__ ii .. i II ROBIN CORT �v EXISTING TRUCTURE I vv \ TO BE RE OVED i W N r^ ET 06 , 0 z � ET-_08 HENRY & NYLA GEISMAN EXISTING UPPER HIGHLAND ET-09 i ET 07 I �1 U ET-10 �f •) ET-05 er i I - C7 120' ROW DITCH ET 11 ET-02 1 • = ET 53 ET 52 ET 51 E-1-12 �a _ - _ _ 1 P- . Z o ET 13 Q — _ ET-14 o v o--1— ET 03 '- w �) BARBARA J. HILLSTROM _ I _ — Er-01 o U W P-4 ET 15 7x' ET 04 . ...// o o w -1 i/ = /m t l/ � T50 ET-16 P- Z O .CL/E ET 18 o _� ET-49 �, / ET-19 GREAT WESTERN o Q H .' X53'11 02' /et/ 1C a 3�48'55" x33 o4's3 O �!�� vt ET 24 :,ET-23al )� — ET-20 AL RAILROAD Z 4c/D Q' " 55723'50"E _ II ..r -_ R=225 00 ' MARIAN BEERS R-1 wnsa�54o.00' 208.85' ♦ IRRIGATION DITCH LATERAL 1 - Z Z � ' ♦ : N ET 25 z _ _ N67°41'06 E L=11 L=311.78' 1 7/ III <C w 0 W RE _ �� 253.19' 44bt922'42" ET 26 �. � ET 27 rat OR a1o°o2'25� -s1.59' 120 ET 28ET 21 @ Q U W�LL�AM W � - _ � R-340.00' � � �', I � 7 ) O _ Z .14 R=1770.00 NN ET-29 I \--/\BT-22 I . �'I Q L=370.77 �' I I 'III v 1 �� ET-31 ET-32 N' / 1 16 U / q ET 354 �r a \ I 1'd • • EXISTIN o ET-38 / 't ET-30 I GAS WELLS Z Ii ia. ET 33 [� I ET 39 i' ET-36 • I, 5� ET-41 , • — H x2333'12" " ET-43 ET-37 1 R=2440.00' - ET-42 *%4% ET-40 I 1 / I I W JOHANNA BANGMA 1989 TRUST i11- STATE OF COLORADO =7003.04' ET-46 ET-45 �I I ,1ET-44 / MARTIN BANGMA 1989 TRUST 1 ,� • ET-47 • • ET 48 1 Iuu H ► 1 7 1 11 _ � 1 ET 54 r` cc 1 d i � ET-55 WELD DEVELOPMENT �� ET-56 I I I a COMPANY, LLC 11 �1 _ ET 57 1 ET-58 200 W. ATE AVE. 1 11 ET-59 ', 1 SUITE 201EN 1 z X0533'58" - ENGLEWOOD, CO 80110 1 1 _ R=3260,00' I 1 1 1 L=316.70 ) PHONE: (303) 346-6437 11 1 iki �, --- - � 7 `. 1 H CONTACT: I 1 1 /� i EXISTING VEGETATION PRIMARILY „ ET-60 sz9°o1's4"E � �� ON SOUTH SIDE OF OFFISITE DITCH N = CD ® o o 209.82' \ ET 61 _ c. ® ® o 0 r o 11� / 58923'24"W 2669_26' W - —..e., E � - ' `, v�IAA Ji o 0 1 , I DENNIS A. RUFF CONNIE LYN BUCKLEY N...." _''� / I i 1y a o W L.) EXISTING TREES EXISTING TREES z — en w CONDITION CONDITION 200' 0 200' 400' I , 5 w TREE NOTES REMOVE/REMAIN TREE NOTES REMOVE/REMAIN 1. A search of the State of Colorado Historical Society Office of Archaeology and Historic Preservation search of Colorado Cultural Resources lists the Great Western w FACTOR FACTOR Y gY � � , I Eastern Cottonwood 18" dia. 81% To Remain 33 Eastern Cottonwood 13" 84% To Remain Railroad and Mead School as cultural resources in this area. Both sites are not located on the Mead Village property, however buffers are provided adjacent to these sites. 7777 = w 2 American Elm 9" 63% To Remain 34 Eastern Cottonwood 12" 88% To Remain There are no existing floodplains on the site. W = 3 Eastern Cottonwood 61" 12% To Remain 35 Eastern Cottonwood 19" 18% To Remain 3. The topography of the site is relatively flat with slope ranging from 0 to 3 percent. North Scale: I" - 200' r 4 Crabapple,multistemmed 53% To Remain 36 Eastern Cottonwood 20" 84% To Remain 4. All existing structures will be removed. ~ Eastern Cottonwood 41" 50% To Remain 31 Eastern Cottonwood 20" 63% To Remain 5. An existing oil and gas wells and production facilities are located off site to the east. The single family lot homes have been setback as required by the Surface Use 6 Eastern Cottonwood 26" 84% To Remain 38 Eastern Cottonwood 45" 84% To Remain 1 Eastern Cottonwood 22" 15% To Remain 39 Eastern Cottonwood 18" 88% To Remain Agreement. 8 Eastern Cottonwood 43" 15% To Remain 40 Eastern Cottonwood 32" 18% To Remain 6. Treatment of the existing trees shall be as indicated on this plan. Care was given in the design of the open space and trail corridors, pocket parks and neighborhood park 9 Eastern Cottonwood 42" 63% To Remain 41 Eastern Cottonwood 31" 81% To Remain to preserve as many existing trees as possible. All trees to remain on site shall be protected during construction activities. 10 white Mulberry 12" 63% To Remain 42 Eastern Cottonwood 25" 18% To Remain 7. No improvements are proposed to the Upper Highland Ditch. A trail corridor with a minimum width of 35 feet is proposed to generally parallel the ditch. However, the trail II Eastern Cottonwood 41" 81% To Remain 43 Eastern Cottonwood 23" 46% Remove is located outside of the 120 foot wide ditch corridor. 12 Eastern Cottonwood 40" 84% To Remain 44 Eastern Cottonwood 31" 66% To Remain 8. The irrigation lateral will remain from the head gate at the ditch in the northeast direction. The ditch will continue to water existing trees and will be piped through the park 13 White Mulberry 15" 53% To Remain 45 Eastern Cottonwood 22" 44% To Remain and through the eastern portion of the neighborhood to the point where it connects with the open canal at the railroad crossing. 14 Eastern Cottonwood 52" 91% To Remain 46 Eastern Cottonwood 38" 81% To Remain 15 Russian olive 10" 15% To Remain 41 Eastern Cottonwood 21" 15% To Remain 9. The majority of the site is being used for agricultural purposes and therefore the native grasslands have been disturbed. The agricultural fields provides habitat for rodents, 16 Eastern Cottonwood 53" 15% To Remain 48 Eastern Cottonwood 23" 42% To Remain reptiles, and birds. The existing mature trees located along the canal and irrigation laterals provide the most valuable cover for wildlife. There are no known endangered 11 White Mulberry 12" 69% To Remain 49 Eastern Cottonwood 61" 44% To Remain species inhabiting the site. There are no known wildlife travel corridors. 18 Eastern Cottonwood 60" 88% To Remain 50 Eastern Cottonwood 80" 28% To Remain 10. Views to the Front Range of the Rocky Mountains are available from the higher elevations of the site. The majority of the lots are oriented in an east- west direction I9 Siberian Elm 16" 12% Remove 51 Eastern Cottonwood 62" 41% To Remain providing some distant views of the mountains. The best opportunities for views to the west will be from the central neighborhood park. 20 Eastern Cottonwood 59" 12% Remove 52 Eastern Cottonwood 63" 34% To Remain 11. See Sheet 3 for cross sections that illustrate the existing conditions of the Upper Highland Ditch. 21 Eastern Cottonwood 1" 949e To Remain 53 Eastern Cottonwood 42" 44% To Remain 12. See the Parks and Open Space Plan, Sheet 3 which illustrates how the open space and pedestrian network is a key element in the design of the neighborhood. 22 Peachleaf Willow 20' tall 88% Remove 54 Eastern Cottonwood 18" 34% To Remain 23 Eastern Cottonwood 50" 84% To Remain 55 Crack Willow 33" 41% To Remain 13. The Plan illustrates how the parks and trails connect to the Town of Mead parks and trails as illustrated in the Town's Comprehensive Plan. 24 Eastern Cottonwood 34" 81% To Remain 56 Crack Willow 40" 63% To Remain 14. An automatic irrigation system will installed for all landscape areas. Native grass areas will be temporarily irrigated until the grass is established. It is the applicant's desire 25 Eastern Cottonwood 21" 15% To Remain 51 Eastern Cottonwood 35" 91% To Remain to use a reuse water system for irrigation should the Town of Mead establish a reuse system. All tree lawns along the local streets will be irrigated from the domestic tap of DATE: 11-4-2013 26 Eastern Cottonwood 52" 41% To Remain 58 Eastern Cottonwood 36" 18% To Remain the adjacent home. JOB No: 10.55 21 Eastern Cottonwood 21" 91% To Remain 59 Eastern Cottonwood 51" 66% To Remain 15. All open space tracts will be owned and maintained by the Metropolitan District unless otherwise stated on the Parks and Open Space Plan. 28 Eastern Cottonwood 13" 18% To Remain 60 Eastern Cottonwood 24" 12% To Remain DRAWN BY: SA 61 Eastern Cottonwood 53" 41% To Remain 16. The Parks and Open Space Plan and Landscape Plan illustrates the design intent of the pocket parks, open space and trail corridors, Neighborhood Park, Community 29 Eastern Cottonwood 14" 18% To RemainAPPROVED: 30 Eastern Cottonwood 14" 81% To Remain 62 Eastern Cottonwood 15" 81% To Remain Recreation Center and natural areas. CADD FILE: 31 Crack Willow 16" 41% To Remain 32 Eastern Cottonwood 40" 91% To Remain 02 of 06 >- >- m Q M_ I- I 0 I N \ N•\ \ \ i LEGEND O LEGEND, •,, x }It ilir,,.../..„-~ ID, 'if' 4 ., til____--------- i..,_ \ ...- .-. z di LI rilit\ \ \ , % % � .� t.iszy ____,_ v> �� :: ::: `�c__ ,) NI, . 4 * * * a* * * * * * CRUSHER FINES - . . . . . - 4. 4. 4. 4. 4. 4. \NN\: � \ �' � � � . . � , '� � � �►� .' � . . �. . . .. . � �. ® BENCH � �/ �� OPEN.PLAY'FIEL,D ORNAMENTAL TREES LANDSCAPE BED • / � �I i v. ` c 7 �' I � / // � ;�' .,� PRIVACY FENCE / e, 1.0'etinotV / � •' • EVERGREEN SHRUBS OPEN RAIL FENCE DECIDUOUS SHRUBS ® COLUMN '/ // i2 \H \ \ / / . . �' ® PERENNIALS/GRASSES - - - - -i� /. . �. � ire • .. . . /' � EDGER \ /r'`/BERM), j I. OPEN PLAY FIELD . .. . sr" / ® r / .: .BERM), . .. ./ .: .. / / � ��a — 8' CONCRETE TRAIL Wto . .. � € v �A I �! 6 Y . , . . $ CONCRETE WALK, YP: . . . 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SUITE 201 �v / II .1 /. // ENGLEWOOD, CO 80110 li \ * PHONE: ( 0 ) 346-6437 , , I v. �� /. I 3 3 �C O R a is ^veal•" '� .I /� ' O ., // .. _ 1,: . �, + // CONTACT: MICK RICHARDSON �. �� / CLIMBING BOULDER /0,01\\/ .•,x•. , /: / %' ' Installation per manufacturer. \ 1 • I _ 11iS / /' }e/ / 4, 4 t W d m Y + r O r o r , , i _ .... a _ / \ I / N / _ . . c . , 0.. ,_ , ,,i1/4r, a , ,_ ..,,_ , -4- i -.m.7. \\ / \ - 'l-* - / / - 4 tartTr 4t . ' til ' err , / / S v + + lip d D BRID WOO E G PLAYGROUND EDGING Installation per manufacturer. \ vv I / Installation per manufacturer. vv I A \ �\ / � /v EII \ I NATURAL PLAYGROUNDS COMPANY yvv� \, v �\ vv naturalplaygroundsstore.com (603)228-0476 i'i 20' 0 2O' 40'77r7 DATE: 11-4-2013 JOB NO: 10.55 DRAWN BY: SA North Scale: 1" - 2O' APPROVED: CADD FILE: NEIGHBORHOOD PARK PLAYGROUND 06 of 06 All playgrounds to satisfy all ASTM and CPSC Guidelines and Standards for design and installation. TRAFFIC IMPACT STUDY For Mead Village Mead, Colorado October 2013 Prepared for: Weld Development Company, LLC 200 West Hampden Avenue Suite 201 Englewood, Colorado 80110 Prepared by: SM ROCHA, LLC I I 12303 Airport Way, Suite 200 Broomfield, Colorado 80021 (303) 327-1490 OP:•°°".••a't.c1 Project Manager/Engineer: 34'to PO C. Mike Rocha,TSOS,TOPS oc a :1/49, • 23410 -4 2 Engineer in Responsible Charge: • Fred Lantz, PE u 13-07265 Mead Village Traffic Impact Study October 2013 I. Introduction Project Overview This traffic impact study addresses the capacity, geometric, and control requirements associated with the proposed development entitled Mead Village. This mixed-use development is approximately 185 acres in size and is located on Welker Avenue between County Road 5 (CR5) and 3rd Street in Mead, Colorado. This study is intended to serve as an overall guide that can be used for any order of occurring site development. The combined development use area presented herein is assumed and analyzed to estimate projected traffic levels through Year 2033. Study Area Boundaries The study area to be examined in this analysis encompasses the Welker Avenue intersections of CR5, Ginger Avenue, and 3rd Street. Also included in the study area are the Welker Avenue and CR5 intersections of proposed site access. The stated intersections are collectively referred to as "studied intersections". Figure 1 illustrates general location of the development site and study intersections. SM ROCHA,LLC-Traffic and Transportation Consultants Page 1 NORTH H Not to Scale f � S i / 4 r L�a �+ AdaI Welker Avenue WCR 34 `I .,;• ,- h #� ., .�3A C.1-: a t: i`J r�r T OEVELOPMEU#T } �. _ _ r- ,hi"I:I "' • ---� SITE -'73t 4'9. ..� -� r:- F . / N >'F1 is , lin Y t: p = I - T .. r \ _. / w� 1. I \+ r -.lc, ( 4� �_- `•✓ I 1 _ _ t -� • 1 !r , lam-' _ MEAD VILLAGE Figure 1 Traffic Impact Study SITE LOCATION SM ROCHA, LLC October 2013 Traffic and Transportation Consultants Page 2 Mead Village Traffic Impact Study October 2013 Description of Development Site Land for this development is vacant and currently used for agricultural purposes. Surrounding land uses are predominately residential and include a sporadic mix of education, office, restaurant, commercial and retail. The proposed development is understood to entail the creation of commercial/retail and residential areas. However, no specific plans or time-line for development is known at this time. It is assumed, for purpose of this study, that development construction would be phased and build out would be completed by end of Year 2033. Primary development access is proposed at locations along Welker Avenue and CR5. Figure 2 illustrates the conceptual development plan as defined by the Henry Design Group. SM ROCHA,LLC-Traffic and Transportation Consultants Page 3 NORTH H Not to Scale --_I - --••� ------------I f—f 111,,'it i tic Hi`ii .ii :ilea i-n:. •�lF i+ 11 1. - -. . r �l II _ ¢, .. .� REA 1 /=- 60L 5) E2 LCi5 U -I I - ai ___ 1 , _•• • I I r- � i ,' 5EG A-A /\ ./../ \ itli \ ff�, SEC B-e � .. _ v y ,1 1. L,G / t. SEC G-G• � MEAD VILLAGE Figure 2 Traffic Impact Study SITE PLAN SM ROCHA, LLC October 2013 Traffic and Transportation Consultants Page 4 Mead Village Traffic Impact Study October 2013 Existing and Committed Surface Transportation Network Within the study area, Welker Avenue, CR5 and 3rd Street are the primary roadways that accommodate traffic to and from the proposed development. A brief description of these roadways is provided below: Welker Avenue is an east/west arterial roadway having two through lanes (one lane in each direction) with a combination of exclusive and shared turn lanes at study area intersections. The posted speed limit within vicinity of proposed development is 35 MPH. CR5 is a two lane, north-south, arterial roadway. This roadway provides local area connection to area arterial roadways and provides for shared turn lane configurations at area intersections. CR5 has a posted speed limit of 45 MPH. 3rd Street is a north-south roadway similar to CR5. 35 MPH is the current posted speed limit. All study intersections operate under a stop-controlled condition. A stop-controlled intersection is defined as a roadway intersection where vehicle rights-of-way are controlled by one or more "STOP" signs. The Welker Avenue intersection with CR5 and 3rd Street is signed as a 4-way stop. Town Transportation Plans envision the future widening of Welker Avenue and CR5 to a four lane roadway in effort to accommodate regional traffic volumes projected for Year 2030. However, no defined time line or committed extent of roadway widening is known. Moreover, it is understood that an update to the Town Transportation Plan is underway and proposes to change the ultimate roadway section of Welker Avenue to a two lane roadway with bike lanes and raised landscaped median. It is currently unclear what future roadway sections are proposed for 3rd Street and CR5. As such, it is assumed that these roadways are built to their ultimate cross-sections. SM ROCHA,LLC-Traffic and Transportation Consultants Page 5 Mead Village Traffic Impact Study October 2013 II. Existing Traffic Conditions AM and PM Peak Hour traffic counts were collected at study intersections along Welker Avenue. 24- hour volume counts were also collected at locations on Welker Avenue, CR5, and 3rd Street. These existing counts volumes and lane geometry are graphically shown on Figure 3. Intersection traffic count data is included for reference in Appendix A. The Unsignalized Intersection Analysis technique, as published in the Highway Capacity Manual (HCM) by the Transportation Research Board and as incorporated into the SYNCHRO computer program, was used to analyze study intersections under existing traffic conditions. This nationally accepted technique allows for the determination of intersection level of service (LOS) based on congestion and delay of each traffic movement. Results of level of service analyses for existing conditions are summarized in Table 1. Definitions for level of service are given in Appendix B. Intersection capacity worksheets are provided for reference in Appendix C. TABLE 1 INTERSECTION CAPACITY ANALYSIS SUMMARY EXISTING TRAFFIC INTERSECTION LEVEL OF SERVICE LANE GROUPS AM PEAK HOUR PM PEAK HOUR Welker Avenue/CR 5(4-Way Stop-Controlled) Eastbound Approach A A Westbound Approach A A Northbound Approach A A Southbound Approach A A Welker Avenue/Ginger Avenue(Stop-Controlled) Eastbound Left and Through A A Southbound Left and Right A A Welker Avenue/3rd Street(4-Way Stop-Controlled) Eastbound Approach A A Westbound Approach A A Northbound Approach A A Southbound Approach A A Key: Stop-Controlled Intersections: Level of Service SM ROCHA,LLC-Traffic and Transportation Consultants Page 6 NORTH hi Not to Scale w in I 3 re i °t d N 41 4— ¢ �R� d c 5 r N N V v t4/6 :r 1, 30/56 NNV 4-114/109 N(O 4-9/12 M°rco 4-77/76 El 4. L.. ,`24/17 El L> 4-115/118 n � ,I, 1... , .i9/i6 (2,697) 12/44-+ '1 1 r Welker Avenue WCR 34 7/30�' V (2,899) 16/34-1' t t I* 4-147/81-1 SI'OS' 93/111-1 4-1101 /72-1 )`;')Jr.‘.N 6/17. ono \ 39/437, arN v N AP— (4 If 4-! It woR'4 1 „,CRS 1 g DEVELOPMENT 3 SITE r ce 3 d o v CO M mT -C N1 N Figure 3 EXISTING TRAFFIC Volumes&Intersection Geometry MEAD VILLAGE AM/PM Peak Hour Traffic Impact Study (ADT):Average Daily Traffic SM ROCHA, LLC October 2013 Traffic and Transportation Consultants Page 7 Mead Village Traffic Impact Study October 2013 Ill. Future Traffic Conditions without Proposed Development Background traffic is the traffic projected to be on area roadways without consideration of the proposed development. Background traffic includes traffic generated by development of vacant parcels in the area. To account for projected increases in background traffic for Years 2015 and 2033, a compounded annual growth rate of approximately two percent was applied to applicable movements of existing traffic volumes. This annual growth rate is deemed consistent with long term regional growth projections for the level of in-fill development expected in the area. Pursuant to the non-committed area roadway improvements discussion provided in Section I, Year 2015 background traffic condition assumes no roadway improvements are employed to accommodate regional transportation demands. By Year 2033, exclusive left turn lanes are assumed at primary intersections along Welker Avenue. These assumptions provide for a conservative analysis. Projected background traffic volumes and intersection geometry for Years 2015 and 2033 are shown in Figure 4 and 5, respectively. SM ROCHA,LLC-Traffic and Transportation Consultants Page 8 NORTH H Not to Scale m in s = ce co Lora 41i 4— a N R 30 ZS 4 , a W N V V � 416 , t� L � 31 /58 NNv 4-119/113 c�.'i co +-9/13 co 00 4-80179 41 4, I.D. ,`25/18 41 t► 4-120/123 ^ 41 4. L . ,`20*/17 (2,805) 13149! i t h Welker Avenue WCR 34 7/31�. V (3,015) 17/35-4' tat I. ~� 49/84-1. ,Nn<No 97/115—► �� 105/75—II) LU N-N 6/17. (0R-N \ 41 /45- ��L o l V N 4 1f 4 it )—Y WCR3tt1 ¢� WCR3i1 DEVELOPMENT SITE I-- te V 0 isi N mT M enn N Figure 4 BACKGROUND TRAFFIC-YEAR 2015 Volumes&Intersection Geometry MEAD VILLAGE AM/PM Peak Hour Traffic Impact Study (ADT):Average Daily Traffic SM ROCHA, LLC October 2013 Traffic and Transportation Consultants Page 9 NORTH H Not to Scale in o m K 3t a, co d WCR 34 N —14 O' (7 M co NN° N+-6/9 ornv 4-45/84 Nom co 4-171 /164 0O; '-14/18 co-.7 4-116/11 4i 4 L . +-36/26 4' 4 —173/177 ^ fl t] ,-29 124 (4,046) 18/66—s t Welker Avenue WCR 34 11 45 s V 4,(4,349) 24/51�' 41 T f ~71 /122-1. c°N."cr)° 140/167-10, 4-0. 152/108-1. r....o M 9/2Z. croL 59/65-,. 1-z; -i- co cr RR v 4- L 441r r141t 'NMI AP WCR`JL+I li IN-tt DEVELOPMENT SITE re U d ,Ni. o N M- a V M M Figure 5 BACKGROUND TRAFFIC-YEAR 2033 Volumes&Intersection Geometry MEAD VILLAGE AM/PM Peak Hour Traffic Impact Study (ADT):Average Daily Traffic SM ROCHA, LLC October 2013 Traffic and Transportation Consultants Page 10 Mead Village Traffic Impact Study October 2013 Peak Hour Intersection Levels of Service As with existing traffic conditions, operations of study intersections were analyzed under background conditions, without the proposed development, using the SYNCHRO computer program. Background traffic level of service analyses results for Year 2015 are listed in Table 2. Year 2033 results are summarized in Table 3. Definitions of levels of service are given in Appendix B. Intersection capacity worksheets are provided in Appendix C. TABLE 2 INTERSECTION CAPACITY ANALYSIS SUMMARY BACKGROUND TRAFFIC -YEAR 2015 INTERSECTION LEVEL OF SERVICE LANE GROUPS AM PEAK HOUR PM PEAK HOUR Welker Avenue/CR 5(4-Way Stop-Controlled) Eastbound Approach A A Westbound Approach A A Northbound Approach A A Southbound Approach A A Welker Avenue/Ginger Avenue(Stop-Controlled) Eastbound Left and Through A A Southbound Left and Right A A Welker Avenue/3rd Street(4-Way Stop-Controlled) Eastbound Approach A A Westbound Approach A A Northbound Approach A A Southbound Approach A A Key: Stop-Controlled Intersections: Level of Service Background Traffic Analysis Results—Year 2015 Year 2015 background traffic analysis indicates that stop-controlled intersections within the study area operate at LOS A during both peak traffic hours. SM ROCHA,LLC-Traffic and Transportation Consultants Page 11 Mead Village Traffic Impact Study October 2013 TABLE 3 INTERSECTION CAPACITY ANALYSIS SUMMARY BACKGROUND TRAFFIC -YEAR 2033 INTERSECTION LEVEL OF SERVICE LANE GROUPS AM PEAK HOUR PM PEAK HOUR Welker Avenue/CR 5(4-Way Stop-Controlled) Eastbound Approach A A Westbound Approach A A Northbound Approach A A Southbound Approach A A Welker Avenue/Ginger Avenue(Stop-Controlled) Eastbound Left and Through A A Southbound Left and Right A B Welker Avenue/3rd Street(4-Way Stop-Controlled) Eastbound Approach A A Westbound Approach A A Northbound Approach A A Southbound Approach A A Key: Stop-Controlled Intersections: Level of Service Background Traffic Analysis Results—Year 2033 By Year 2033, operational analysis for background conditions, without the proposed development, indicates that stop-controlled intersections along Welker Avenue are projected to operate at LOS B or better during peak traffic hours. SM ROCHA,LLC-Traffic and Transportation Consultants Page 12 Mead Village Traffic Impact Study October 2013 IV. Proposed Project Traffic Trip Generation Standard traffic generation characteristics compiled by the Institute of Transportation Engineers (ITE) in their report entitled Trip Generation, 9th Edition, were applied to proposed land uses in order to begin estimating average daily traffic (ADT), AM Peak Hour, and PM Peak Hour vehicle trips that could be associated with the proposed development. A vehicle trip is defined as a one-way vehicle movement from a point of origin to a point of destination. It is emphasized that no specific land uses or site development plan is established for the Mead Village development. For analysis purposes, it is assumed that site development would be consistent with the area residential character and introduce an assumed commercial/retail and recreation center area. ITE land use codes used for estimating traffic generation were selected because of their best fit to assumed land use descriptions. The application of best fitted ITE land use codes provides for a conservative estimate of development traffic likely to be generated. As actual land uses within the development become defined over time, trip generation characteristics analyzed in this study can be compared to actual land use trip generation volumes and updated accordingly. Trip generation rates used in this study are presented in Table 4. TABLE 4 TRIP GENERATION RATES TRIP GENERATION RATES ITE 24 AM PEAK HOUR PM PEAK HOUR CODE LAND USE UNIT HOUR ENTER EXIT TOTAL ENTER EXIT TOTAL 210 Single Family DU 9.52 0.19 0.56 0.75 0.63 0.37 1.00 Residential 230 Townhouse/ DU 5.81 0.07 0.37 0.44 0.35 0.17 0.52 Condominium Recreational 495 KSF 33.82 1.35 0.70 2.05 1.34 1.40 2.74 Community Center 820 Shopping Center KSF 42.7 0.60 0.36 0.96 1.78 1.93 3.71 Key: DU=Dwelling Units KSF=Thousand Square Feet Gross Floor Area Table 5 illustrates projected average daily traffic (ADT), AM Peak Hour, and PM Peak Hour traffic volumes likely generated by the assumed development. SM ROCHA,LLC-Traffic and Transportation Consultants Page 13 Mead Village Traffic Impact Study October 2013 TABLE 5 TRIP GENERATION SUMMARY TOTAL TRIPS GENERATED ITE 24 AM PEAK HOUR PM PEAK HOUR CODE LAND USE SIZE HOUR ENTER EXIT TOTAL ENTER EXIT TOTAL Development-Initial 210 Single Family 395 DU 3,760 74 222 296 249 146 395 Residential 495 Recreational 31.4 KSF 1,062 42 22 64 42 44 86 Community Center Subtotal: 4,822 116 244 361 291 190 481 Development-Build Out 230 Townhouse/ 117 DU 680 9 43 51 41 20 61 Condominium 820 Shopping Center 190 KSF 8,113 113 69 182 338 367 705 15% Internal Trip Reduction: 1,217 17 10 27 51 55 106 Subtotal: 7,576 105 102 207 328 332 660 Development Total: 12,398 221 346 567 619 522 1,141 As Table 5 shows, the initial phase of development has the potential to generate approximately 4,822 daily trips with 361 of those occurring during the morning peak hour and 481 during the afternoon peak hour. Upon full build out (end of Year 2033), approximately 12,398 daily trips with 567 of those occurring during the morning peak hour and 1,141 during the afternoon peak hour are projected for site development. Adjustments to Trip Generation Rates As a development with a variety of land uses is likely to attract trips from within the overall site (internal capture) as well as from the adjacent roadway system (defined by ITE Trip Generation Manual as pass-by or diverted trips) use of trip reductions is applicable. An internal capture "multi- use" trip reduction was applied to the commercial/shopping center use assumed within respective phase of development. No pass-by or diverted trip reduction was applied to the overall site. These assumptions provide for a conservative analysis. Trip Distribution and Assignment The overall directional distribution of site-generated traffic was determined based on the location of the site within the Town, area land uses, allowed intersection turning movements, and the available roadway network. SM ROCHA,LLC-Traffic and Transportation Consultants Page 14 Mead Village Traffic Impact Study October 2013 Overall trip distribution patterns for each site development phase are shown on Figure 6 and Figure 6-1, respectively. Traffic assignment is how the generated and distributed trips are expected to be loaded on the roadway network. Applying trip distribution patterns to site-generated traffic provides the overall site- generated trip assignments illustrated on Figure 6 and Figure 6-1. Internal Trip Distribution and Assignment No internal trip distribution or assignment is considered in this traffic study since specific development plans for the overall site are not defined at this time. It is however anticipated that Town design standards will be used for roadway and access designs within the development where applicable. Moreover, it is anticipated that traffic volumes internal to the development can be accommodated by local roadways. SM ROCHA,LLC-Traffic and Transportation Consultants Page 15 NORTH hi Not to Scale N 3 0 - o c OI o 3 j O a 0t e o O m C ,-- iD CO a 4-90/60 4-75/50 m 4-13/45 (2%/40°/o) ,r34/22 ,4-13 145 1 +-29/75 fl 4-30/100 Welker Avenue 31 1101—► (0%/40 r27/84—, r40 26-1 fl I► 2/9- 41 ( 4-11 ) 16/552 0%,,,.5,1 27// 2 84 oma 89/59—► ` co N 00 -2 ava 13111, m a a (O n m 0 LU a a E . DEVELOPMENT CO o SITE A ce V O 3 'I d 'Z o u, o Co y O Figure 6 INITIAL SITE DEVELOPMENT DISTRIBUTION (%) : Overall REC. CTR.ISAD MEAD VILLAGE SITE-GENERATED Traffic Impact Study AM/PM Peak Hour SM ROCHA, LLC October 2013 Traffic and Transportation Consultants Page 16 NORTH H Not to Scale ClIn e e o o c 00 0 0 O O j O O ?� e e a s a In0 0 0 LO O W N N O O C N zL c b' N N- N 0 O a - _ (5%/40%) in 4-102/80 x-75/50 Nm 4-61/194 "' (2%'/40%) ,` ,-34/22 ,-85/266 4I ,` ,-29/75 n 4l 4-39/131 38/123-► 41 1 I► 27/84-> 41 I► 14/78S fl t° V Welker Avenue 14/66S (5%/40%) 1 /83, atom 23/773. NO 86 °° 109/83-► m (0%/40%) CON —N 27/842 4a4 27/742 ro 4—). r 70 0 N- 0O N O e -80 ^ a e N N o o,Uj N -12/20 4 -18/65 l► StreetB DEVELOPMENT a SITE co o K U o e N 2— S e o N Lo in e o rn e o N co o5 O O Figure 6-1 SITE DEVELOPMENT BUILDOUT DISTRIBUTION (%) : Overall SHOP. CTR.I SFA REC. CTR.I SFD MEAD VILLAGE SITE-GENERATED Traffic Impact Study AM/PM Peak Hour SM ROCHA, LLC October 2013 Traffic and Transportation Consultants Page 17 Mead Village Traffic Impact Study October 2013 V. Future Traffic Forecasts with Proposed Development Site-generated traffic was added to background traffic projections for Years 2015 and 2033 to develop total traffic projections. For analysis purposes, is assumed that development build out would occur by end of Year 2033. It is again emphasized that no specific plans or time line for development is known. No major roadway improvements beyond that described in Section III of this study were assumed for analysis in Year 2015 and Year 2033 total traffic condition. Exclusive ingress turn lanes are assumed at site access locations along Welker Avenue and CR5. Projected Year 2015 total traffic volumes and intersection geometry are shown on Figure 7. Figure 8 illustrates projected total traffic volumes and intersection geometry for Year 2033. SM ROCHA,LLC-Traffic and Transportation Consultants Page 18 NORTH hi Not to Scale m 0T et 2 U O > / 41---N\ (-4. �j Q Ni O' C_ WCR 34 T` N V V �� -4/6 / �mr -9/13 -31 /58 N N a 4-209/173 4-220/191 N ro o 4-133/301 c ro r 4-110/179 f1 ,I, L. ,`59/40 v13/45 E1 4 4 v29/75 /�\/Welker Avenue E1 1 1 ,`20/17 (4,330) 13149_4' f1 t r 132/234-1 t r' 7/31—t h t r (4,920) 19/39-' t t r• ~180/185—► `;�0 161557, MN 137/141-1 F,�v 4-1 194/134—► OWN 6/17. �1..:7- mo 27/847. r-- CO 54/567 N4.NE r� a d al 4-* I1 /65 It wr,Ra WCR �I DEVELOPMENT 4I t�l SITE 3 r Ce V I o� 0 0 N c N M Figure 7 TOTAL TRAFFIC-YEAR 2015 Volumes&Intersection Geometry MEAD VILLAGE AM/PM Peak Hour Traffic Impact Study (ADT):Average Daily Traffic SM ROCHA, LLC October 2013 Traffic and Transportation Consultants Page 19 NORTH H Not to Scale m in = O ' W1 1— Q , n N `+7 WCR344 (� & ,..VCR',Lt. — Z 5 Mo ----co LID t6/9 --nor .-14/18 --rnv '-45/84 r°'i v co 1-273/244 1-284/253 coo m rn (-234/371 on r o 4-155/245 41 1 L . ,`70/48 ,`85/266 41 1 4 c29/75 Welker Avenue 41 4 L. -29/24 (6,200) 18/66-' 41 t 1• 179/302-1 41 1• 25/123 ' 41 T' I• (9,700) 38/117-' 41 t 11 ~� 109/245-1 N—° 23/77—,. N M 226/342—► in°J. ~, 261 /191—► N oo M 10/10-k co 1:,--17. —N 27/842 tea; 86/1397, 77c.--d CNN- < coo N- o ma m O E RR y l- Z- v 441r 441r M N'I WC-4s1 NCR 34 �( '� DEVELOPMENT s1 :Ti tv \jt s SITE \jt 3 CI) M. '-12/20 co co 4 +—18/65 C Street B d . nt d W O N CON 6 N O y 1 4( lf-i 1 1' Figure 8 TOTAL TRAFFIC-YEAR 2033 Volumes&Intersection Geometry MEAD VILLAGE AM/PM Peak Hour Traffic Impact Study (ADT):Average Daily Traffic SM ROCHA, LLC October 2013 Traffic and Transportation Consultants Page 20 Mead Village Traffic Impact Study October 2013 VI. Project Impacts The analyses and procedures described in this report were performed in accordance with the Highway Capacity Manual (HCM) and are based upon the worst case conditions that occur during a typical weekday upon construction of the assumed development. Therefore, study intersections are likely to operate with traffic conditions better than those described within this study, which represent the peak hours of weekday operation only. Level of service is a method of measurement used by transportation professionals to quantify a driver's perception of travel conditions that include travel time, number of stops, and total amount of stopped delay experienced on a roadway network. The HCM categorizes level of service into a range from "A" which indicates little, if any, vehicle delay, to "F" which indicates a level of operation considered unacceptable to most drivers. These levels of service grades with brief descriptions of the operating condition, for unsignalized intersections, are included for reference in Appendix B and have been used throughout this study. In general, the Town of Mead has established LOS D as the operation goal for intersections before mitigation measures are to be considered. Potential regional mitigation measures to achieve operation goals could include the coordination of traffic signals, additional travel lanes on the available roadway network, or the provision of auxiliary lanes such as exclusive left and right turn lanes. Mitigation for site access operations can include limited turn movements, or provisions of multiple accesses to better distribute site traffic to the available roadway network. Peak Hour Intersection Levels of Service The operations of study intersections were analyzed under projected total traffic conditions using the SYNCHRO computer program. Total traffic level of service analysis results for Years 2015 and 2033 are summarized in Table 6 and Table 7. Intersection capacity worksheets are provided for reference in Appendix C. SM ROCHA,LLC-Traffic and Transportation Consultants Page 21 Mead Village Traffic Impact Study October 2013 TABLE 6 INTERSECTION CAPACITY ANALYSIS SUMMARY TOTAL TRAFFIC -YEAR 2015 INTERSECTION LEVEL OF SERVICE LANE GROUPS AM PEAK HOUR PM PEAK HOUR Welker Avenue/CR 5(4-Way Stop-Controlled) Eastbound Approach A A Westbound Approach A A Northbound Approach A A Southbound Approach A A Welker Avenue/Ginger Avenue(Stop-Controlled) Eastbound Left and Through A A Westbound Left A A Northbound Left B C Northbound Right A B Southbound Left,Through and Right B B Welker Avenue/3rd Street(4-Way Stop-Controlled) Eastbound Approach A A Westbound Approach A A Northbound Approach A A Southbound Approach A A Welker Avenue/Street (Stop-Controlled) Westbound Left A A Northbound Left B B Northbound Right A A Key: Stop-Controlled Intersections: Level of Service Total Traffic Analysis Results upon Initial Development Table 6 shows that the stop-controlled study intersections along Welker Avenue and CR5, upon initial development (Year 2015) with conservative assumptions defined in this study, are projected to have turn movement or intersection approach operations at or better that LOS C during both peak traffic hours. SM ROCHA,LLC-Traffic and Transportation Consultants Page 22 Mead Village Traffic Impact Study October 2013 TABLE 7 INTERSECTION CAPACITY ANALYSIS SUMMARY TOTAL TRAFFIC -YEAR 2033 INTERSECTION LEVEL OF SERVICE LANE GROUPS AM PEAK HOUR PM PEAK HOUR Welker Avenue/CR 5(4-Way Stop-Controlled) Eastbound Approach A A Westbound Approach A B Northbound Approach A A Southbound Approach A A Welker Avenue/Ginger Avenue(Stop-Controlled) Eastbound Left A A Westbound Left A A Northbound Left C F Northbound Right B B Southbound Left,Through and Right B C Welker Avenue/3rd Street(4-Way Stop-Controlled) Eastbound Approach B B Westbound Approach A B Northbound Approach A B Southbound Approach A B Welker Avenue/Street (Stop-Controlled) Westbound Left A A Northbound Left C E Northbound Right A B Street B/CR 5(Stop-Controlled) Westbound Left A B Westbound Right A A Southbound Left A A Key: Stop-Controlled Intersections: Level of Service Total Traffic Analysis Results upon Development Build-Out By Year 2033, study intersections along Welker Avenue and CR5 continue to have a projected turn movement or intersection approach operations of LOS C or better during the AM and PM Peak Hours. The exception is northbound, stop-controlled left turn movements at Welker Avenue intersections of Ginger Avenue and Street A where additional intersection delay is projected and the respective PM Peak Hour operation is LOS F and LOS E. This LOS F and LOS E operation is SM ROCHA,LLC-Traffic and Transportation Consultants Page 23 Mead Village Traffic Impact Study October 2013 attributed to the projected increase in through traffic volume on Welker Avenue and the stop- controlled nature of the intersections. It is to be noted that it is not uncommon for unsignalized movements to or from an arterial roadway, in urban areas, to operate with noticeable delays during peak traffic hours. No reasonable mitigation is available for the LOS F and LOS E operations beyond the exclusive left turn lane assumed in this study. Moreover, it is not uncommon for unsignalized movements to or from an arterial roadway, in urban areas, to operate with noticeable delays during peak traffic hours. It is, however, expected that the northbound left turn movements will operate better than the results obtained with this HCM Two Way Stop Control (TWSC) level of service analysis would indicate, as the HCM1 analysis may not accurately account for the effect of vehicle platooning and gaps caused by upstream traffic control. The upstream traffic control at CR5 and 3rd Street will tend to create additional gaps in the traffic stream for turning movements at Ginger Avenue and Street A. It is not recommended that development access to CR5 or Welker Avenue be more limited than that analyzed in this study. Limited access will interfere with the development's ability to equally distribute traffic within the site and out to the available roadways, thus impacting existing traffic patterns in the surrounding area and potentially causing the adjacent roadway network to be used in a manner not intended. 'The Highway Capacity Manual 2010,Transportation Research Board, Section 19-17. SM ROCHA,LLC-Traffic and Transportation Consultants Page 24 Mead Village Traffic Impact Study October 2013 VII. Conclusion This traffic impact study addressed the capacity, geometric, and control requirements associated with the proposed Mead Village development. This mixed-use development is approximately 185 acres in size and located on Welker Avenue between County Road 5 (CR5) and 3rd Street in Mead, Colorado. As no specific development plan is known at this time, it is acknowledged that site development must go through further Town procedures of site development permitting before actual development can begin to operate. As actual land uses within the development become defined over time, trip generation characteristics analyzed in this study can be compared to actual land use trip generation volumes and updated accordingly. This study is formatted to serve as an overall guide that can be used for any order of occurring site development. The development use area presented in this study was assumed and analyzed to estimate projected traffic levels through Year 2033. The study area examined in this analysis encompasses the Welker Avenue intersections of CR5 and 3rd Street. Also included in the study area are the Welker Avenue and CR5 intersections of proposed site access. Analyses were conducted for the critical AM and PM Peak Hour traffic operations for existing traffic conditions, Year 2015 and Year 2033 background traffic conditions, and Year 2015 and Year 2033 total traffic conditions. Analysis of existing traffic conditions indicates that all study intersections operate at LOS A during peak traffic hours. Background traffic analyses for study years, without the proposed development, indicate that the existing roadway system will operate well with the minimal roadway improvements assumed in this study. The addition of site-generated traffic is expected to create minimal impact on traffic operations for the existing surrounding roadway system. With all conservative assumptions defined in this study, analysis results for Years 2015 and 2033 total traffic conditions conclude that study intersections are projected to operate at future peak hour levels of service comparable to background conditions. By Year 2033, the northbound stop-controlled left turn movement at Welker Avenue intersections of Ginger Avenue and Street A is projected to begin seeing additional intersection delay. These northbound turn movement operations are at LOS F and LOS E and only occur during the afternoon peak traffic hour. The projected level of service operation is attributed to increased through traffic volume on Welker Avenue and the stop-controlled nature of each intersection. It is, however, not uncommon for unsignalized movements to or from an arterial roadway, in urban areas, to operate with noticeable delay during peak traffic hours. It is anticipated that the turn movements will operate better than the results presented in this study since the upstream traffic control at CR5 and 3rd Street will tend to create additional gaps in the traffic stream for turn movements. SM ROCHA,LLC-Traffic and Transportation Consultants Page 25 APPENDIX A Traffic Count Data All Traffic Data Services,lnc. Wheat Ridge, CO 80033 303-216-2439 File Name : #1 GINGER&WELKERAM Site Code : 1 Start Date : 9/17/2013 Page No : 1 Groups Printed-Class 1 GINGER AVE WELKER AVE GINGER AVE WELKER AVE Southbound Westbound Northbound Eastbound Start Time Int.Total 07:00 AM 16 0 0 0 0 8 0 0 0 0 0 0 0 16 0 0 40 07:15 AM 14 0 2 0 1 16 0 0 0 0 0 0 0 15 1 0 49 07:30 AM 7 0 2 0 0 24 0 0 0 0 0 0 0 30 2 0 65 07:45 AM 8 0 1 0 4 29 0 0 0 0 0 0 0 29 3 0 74 Total 45 0 5 0 5 77 0 0 0 0 0 0 0 90 6 0 228 08:00 AM 3 0 2 0 1 33 0 0 0 1 0 0 0 18 1 0 59 08:15 AM 6 0 1 0 4 29 0 0 0 0 0 0 0 16 1 0 57 08:30 AM 4 0 1 0 2 45 0 0 0 0 0 0 0 9 1 0 62 08:45 AM 2 0 1 0 1 43 0 0 0 0 0 0 0 9 0 0 56 Total 15 0 5 0 8 150 0 0 0 1 0 0 0 52 3 0 234 Grand Total 60 0 10 0 13 227 0 0 0 1 0 0 0 142 9 0 462 Apprch% 85.7 0 143 0 5A 94.6 0 0 0 100 0 0 0 94 6 0 Total% 13 0 2.2 0 2.8 49.1 0 0 0 0.2 0 0 0 301 1.9 0 All Traffic Data Services,lnc. Wheat Ridge, CO 80033 303-216-2439 File Name : #1 GINGER&WELKERAM Site Code : 1 Start Date : 9/17/2013 Page No : 2 GINGER AVE WELKER AVE GINGER AVE WELKER AVE Southbound Westbound Northbound Eastbound Start Time Rght Thru Left Peds App Total Rght Thru Left Peds App, ool Rght Thru Left Pods App Total Rght Thru Left Pods App. aa' 'A Total Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 7 0 2 0 9 0 24 0 0 24 0 0 0 0 0 0 30 2 0 32 65 07:45 AM 8 0 1 0 9 4 29 0 0 33 0 0 0 0 0 0 29 3 0 32 74 08:00 AM 3 0 2 0 5 1 33 0 0 34 0 1 0 0 1 0 18 1 0 19 59 08:15 AM 6 0 1 0 7 4 29 0 0 33 0 0 0 0 0 0 16 1 0 17 57 Total Volume 24 0 6 0 30 9 115 0 0 124 0 1 0 0 1 0 93 7 0 100 255 App.Total 80 0 20 0 7.3 92.7 0 0 0 100 0 0 0 93 7 0 PHF .750 .000 .750 .000 .833 .563 .871 .000 .000 .912 .000 .250 .000 .000 .250 .000 .775 .583 .000 .781 .861 GINGER AVE Out In Total 17 30 47 24 0 6 0 Rght Thru Left Peds Peak Hour Data co� _ EN co 2 0C J w 2 Ngth 0_. < O °'L 1 I C r N Lil ... Peak Hour Begins at 07:30AM o c N X Y A „m K w Class 1 c o r a2 � o o on)G? rj a mp w 1 t Left Thru Rght Pads 0 1 0 0 0 1 1 Out In Total GINGER AVE All Traffic Data Services,lnc. Wheat Ridge, CO 80033 303-216-2439 File Name : #1 GINGER&WELKERPM Site Code : 1 Start Date : 9/17/2013 Page No : 1 Groups Printed-Class 1 GINGER AVE WELKER AVE GINGER AVE WELKER AVE Southbound Westbound Northbound Eastbound Start Time Rght Thru Left Peds Rght Thru Left Peds Rght Thru Left Peds Rght Thru Left Peds Int.Total 04:00 PM 5 0 2 0 2 24 0 0 0 1 0 0 0 11 5 0 50 04:15 PM 1 0 2 0 1 13 0 0 0 0 0 0 0 15 6 0 38 04:30 PM 4 0 0 0 2 20 0 0 0 0 0 0 0 12 11 0 49 04:45 PM 2 0 0 0 0 24 0 0 0 0 0 0 0 11 5 0 42 Total 12 0 4 0 5 81 0 0 0 1 0 0 0 49 27 0 179 05:00 PM 5 0 0 0 4 21 0 0 0 2 0 0 0 12 8 0 52 05:15 PM 4 0 4 0 2 31 0 0 0 0 0 0 0 23 7 0 71 05:30 PM 6 0 2 0 2 37 0 0 0 0 0 0 0 52 6 0 105 05:45 PM 2 0 1 0 4 29 0 0 0 0 0 0 0 24 9 0 69 Total 17 0 7 0 12 118 0 0 0 2 0 0 0 111 30 0 297 Grand Total 29 0 11 0 17 199 0 0 0 3 0 0 0 160 57 0 476 Apprch% 72.5 0 27.5 0 7.9 92.1 0 0 0 100 0 0 0 73.7 26.3 0 Total % 6.1 0 2.3 0 3.6 41.8 0 0 0 0.6 0 0 0 33.6 12 0 GINGER AVE Out In Total 77 40 117 29 0 11 0 Rght Thru Left Peds N m 4 ha ] H _it° — —O J North < CO E 1 1 H C N ~ 2 w- 9/17/2013 04:00 PM o `° ro 5 R o m 9/17/2013 05:45 PM m rn y w rL , < o o N o m Class 1 ^o U o_ a CD and w p 1 1 Left Thai Rght Peds 0 3 0 0 0 3 3 Out In Total GINGER AVE All Traffic Data Services,lnc. Wheat Ridge, CO 80033 303-216-2439 File Name : #1 GINGER&WELKERPM Site Code : 1 Start Date : 9/17/2013 Page No : 2 GINGER AVE WELKER AVE GINGER AVE WELKER AVE Southbound Westbound Northbound Eastbound Start Time Rght Thru Left Peds Rght Thru Left Peds App.TO Rght Thru Left Peds App.TO Rght Thru Left Peds App.Total Int.Total Peak Hour Analysis From 04:00 PM to 0545 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 5 0 0 0 5 4 21 0 0 25 0 2 0 0 2 0 12 8 0 20 52 05:15 PM 4 0 4 0 8 2 31 0 0 33 0 0 0 0 0 0 23 7 0 30 71 05:30 PM 6 0 2 0 8 2 37 0 0 39 0 0 0 0 0 0 52 6 0 58 105 05:45 PM 2 0 1 0 3 4 29 0 0 33 0 0 0 0 0 0 24 9 0 33 69 Total Volume 17 0 7 0 24 12 118 0 0 130 0 2 0 0 2 0 111 30 0 141 297 %App.Total 70.8 0 29.2 0 9.2 90.8 0 0 0 100 0 0 0 78.7 21.3 0 PHF .708 .000 .438 .000 .750 .750 .797 .000 .000 .833 .000 .250 .000 .000 .250 .000 .534 .833 .000 .608 .707 GINGER AVE Out In Total 44 24 68 17 0 7 0 Rght Thru Left Peds Peak Hour Data _ O J J North m a rE I ti Yo c Peak Hour Begins at 05:00 PM m " rr r _N Class1 xo m Of rr c y vCD o_ 0- n � Left Thru Rght Peds 0 2 0 0 0 2 2 Out In Total GINGER AVE All Traffic Data Services,lnc. Wheat Ridge, CO 80033 303-216-2439 File Name : #2 CR5&WELKERAM Site Code : 1 Start Date : 9/17/2013 Page No : 1 Groups Printed-Class 1 CR 5 WELKER AVE CR 5 WELKER AVE Southbound Westbound Northbound Eastbound Start Time Rght Thru Left Peds Rght Thru Left Peds Rght Thru Left Peds Rght Thru Left Peds Int.Total 07:00 AM 8 6 0 0 0 16 10 0 6 1 2 0 0 9 1 0 59 07:15 AM 7 6 1 0 0 25 5 0 10 2 0 0 0 8 4 0 68 07:30 AM 8 8 0 0 0 23 6 0 17 9 2 0 2 22 5 0 102 07:45 AM 5 5 2 0 1 29 9 0 14 2 1 0 4 9 1 0 82 Total 28 25 3 0 1 93 30 0 47 14 5 0 6 48 11 0 311 08:00 AM 8 2 1 0 1 31 4 0 13 4 2 0 0 10 3 0 79 08:15 AM 5 10 1 0 2 31 5 0 6 1 1 0 0 6 3 0 71 08:30 AM 8 10 0 0 2 34 11 1 2 1 1 0 0 9 3 1 83 08:45 AM 4 8 0 0 2 33 9 0 2 0 1 0 0 8 3 0 70 Total 25 30 2 0 7 129 29 1 23 6 5 0 0 33 12 1 303 Grand Total 53 55 5 0 8 222 59 1 70 20 10 0 6 81 23 1 614 Apprch% 46.9 48.7 4.4 0 2.8 76.6 20.3 0.3 70 20 10 0 5.4 73 20.7 0.9 Total % 8.6 9 0.8 0 1.3 36.2 9.6 0.2 11.4 3.3 1.6 0 1 13.2 3.7 0.2 CR 5 Out In Total 51 113 164 53 55 5 0 Rght Thru Left Peds A Cm N 5 a ]J H J In W N ul North a' > PP m2 1 1 =N r = r w f 9/17/2013 07:00 AM o �' ro 5 R • CO m 9/17/2013 08:45 AM m o y CO i w K . -^.N C O 5 N Class 1 `° m U O E a am 1 1 Left Thni Rght Peds 10 20 70 0 120 100 220 Out In Total CR5 All Traffic Data Services,lnc. Wheat Ridge, CO 80033 303-216-2439 File Name : #2 CR5&WELKERAM Site Code : 1 Start Date : 9/17/2013 Page No : 2 CR 5 WELKER AVE CR 5 WELKER AVE Southbound Westbound Northbound Eastbound Start Time Rght Thru Left Peds App.Tcnn Rght Thru Left Peas app.rb.,a Rght Thru Left Peds app.rb.,a Rght Thru Left Pads App.noun mt.Total Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 8 8 0 0 16 0 23 6 0 29 17 9 2 0 28 2 22 5 0 29 102 07:45 AM 5 5 2 0 12 1 29 9 0 39 14 2 1 0 17 4 9 1 0 14 82 08:00 AM 8 2 1 0 11 1 31 4 0 36 13 4 2 0 19 0 10 3 0 13 79 08:15 AM 5 10 1 0 16 2 31 5 0 38 6 1 1 0 8 0 6 3 0 9 71 Total Volume 26 25 4 0 55 4 114 24 0 142 50 16 6 0 72 6 47 12 0 65 334 %App.Total 47.3 45.5 7.3 0 2.8 80.3 16.9 0 69.4 22.2 8.3 0 9.2 72.3 18.5 0 PHF .813 .625 .500 .000 .859 .500 .919 .667 .000 .910 .735 .444 .750 .000 .643 .375 .534 .600 .000 .560 .819 CR 5 Out In Total 32 55 87 26 25 4 0 Rght Thru Left Peds Peak Hour Data To o J ^A OS North 'F ti r YPeak Hour Begins at 07:30 AM c ' 'o z c Jj r ¢ 4 Class xp v o6n v o_ a n w� Left Thru Rght Peds 6 16 50 0 55 72 127 Out In Total CR5 All Traffic Data Services,lnc. Wheat Ridge, CO 80033 303-216-2439 File Name : #2 CR5&WELKERPM Site Code : 1 Start Date : 9/17/2013 Page No : 1 Groups Printed-Class 1 CR 5 WELKER AVE CR 5 WELKER AVE Southbound Westbound Northbound Eastbound Start Time Rght Thru Left Peds Rght Thru Left Peds Rght Thru Left Peds Rght Thru Left Peds Int.Total 04:00 PM 1 3 0 0 0 26 4 0 7 11 0 1 1 10 7 0 71 04:15 PM 1 1 1 0 1 12 2 0 8 13 0 0 1 14 8 0 62 04:30 PM 4 2 0 0 1 18 4 0 6 5 0 0 2 13 7 0 62 04:45 PM 3 5 0 0 2 17 4 0 7 8 0 0 0 8 8 0 62 Total 9 11 1 0 4 73 14 0 28 37 0 1 4 45 30 0 257 05:00 PM 6 3 0 0 1 20 8 0 7 4 2 0 0 15 12 0 78 05:15 PM 4 6 3 0 0 31 1 0 12 9 0 0 0 22 9 0 97 05:30 PM 2 2 1 0 2 33 6 0 24 18 0 0 1 26 11 0 126 05:45 PM 4 3 0 0 3 25 2 0 17 19 0 0 0 18 12 0 103 Total 16 14 4 0 6 109 17 0 60 50 2 0 1 81 44 0 404 Grand Total 25 25 5 0 10 182 31 0 88 87 2 1 5 126 74 0 661 Apprch% 45.5 45.5 9.1 0 4.5 81.6 13.9 0 49.4 48.9 1.1 0.6 2.4 61.5 36.1 0 Total % 3.8 3.8 0.8 0 1.5 27.5 4.7 0 13.3 13.2 0.3 0.2 0.8 19.1 11.2 0 All Traffic Data Services,lnc. Wheat Ridge, CO 80033 303-216-2439 File Name : #2 CR5&WELKERPM Site Code : 1 Start Date : 9/17/2013 Page No : 2 CR 5 WELKER AVE CR 5 WELKER AVE Southbound Westbound Northbound Eastbound Start Time Rght Thru Left Peds rb Rght Thru Left Pads app. .,a Rght Thru Left Peds app.rb.,a Rght Thru Left Pads App."Conn mt.Total Peak Hour Analysis From 04:00 PM to 0545 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 6 3 0 0 9 1 20 8 0 29 7 4 2 0 13 0 15 12 0 27 78 05:15 PM 4 6 3 0 13 0 31 1 0 32 12 9 0 0 21 0 22 9 0 31 97 05:30 PM 2 2 1 0 5 2 33 6 0 41 24 18 0 0 42 1 26 11 0 38 126 05:45 PM 4 3 0 0 7 3 25 2 0 30 17 19 0 0 36 0 18 12 0 30 103 Total Volume 16 14 4 0 34 6 109 17 0 132 60 50 2 0 112 1 81 44 0 126 404 %App.Total 47.1 41.2 11.8 0 4.5 82.6 12.9 0 53.6 44.6 1.8 0 0.8 64.3 34.9 0 PHF .667 .583 .333 .000 .654 .500 .826 .531 .000 .805 .625 .658 .250 .000 .667 .250 .779 .917 .000 .829 .802 CR 5 Out In Total 100 34 134 16 14 4 0 Rght Thru Left Peds Peak Hour Data no _ _ _ J — ) a� J North ti m N F 0(0 YPeak Hour Begins at 05:00 PM c m CO" rr CFI CD J r It) ¢ Class1rr x� n �f O Nc^ a n � Left Thru Rght Peds 2 50 60 0 32 112 144 Out In Total CR5 All Traffic Data Services Wheat Ridge,CO 80033 303-668-0220 File Name : #4 CR7&CR34AM Site Code : 00000000 Start Date : 3/26/2013 Page No : 1 Groups Printed-Class 1 CR7-3RD ST CR34-WELKER AVE CR7-3RD ST CR34-WELKER AVE Southbound Westbound Northbound Eastbound Start Time Rght Thru Left Other Rght Thru Left Other Rght Thru Left Other Rght Thru Left Other Int.Total 07:00 AM 3 32 21 0 7 18 3 0 1 8 11 0 15 22 1 0 142 07:15 AM 2 19 16 0 10 13 3 0 2 7 7 0 3 20 1 0 103 07:30 AM 22 16 18 1 8 29 6 0 2 4 9 0 12 32 7 0 166 07:45 AM 6 12 14 0 5 17 7 0 0 8 17 0 9 27 7 0 129 Total 33 79 69 1 30 77 19 0 5 27 44 0 39 101 16 0 540 08:00 AM 5 13 15 2 11 13 3 0 3 9 9 0 9 16 5 0 113 08:15 AM 1 15 9 2 6 7 5 0 2 6 8 0 3 12 0 0 76 08:30 AM 4 13 14 0 6 4 3 0 3 4 2 0 3 9 1 0 66 08:45 AM 19 10 12 0 1 15 1 0 1 5 28 0 11 23 7 0 133 Total 29 51 50 4 24 39 12 0 9 24 47 0 26 60 13 0 388 Grand Total 62 130 119 5 54 116 31 0 14 51 91 0 65 161 29 0 928 Apprch% 19.6 41.1 37.7 1.6 26.9 57.7 15.4 0 9 32.7 58.3 0 25.5 63.1 11.4 0 Total % 6.7 14 12.8 0.5 5.8 12.5 3.3 0 1.5 5.5 9.8 0 7 17.3 3.1 0 CR7-3RD ST Out In Total 134 316 450 62 130 119 5 Rght Thru Left Other _ _ Tv N N 5 ].I N IO r. W O J -.•A (ND O.T Q I— North a (.., ce at in co 2 1 I H pA — J O N H C m w in 3/26/2013 07:00 AM N)g rr co m 3/26/2013 08:45 AM m o s K ^w X cn Io Class 1 D UON oL O a 9R (1°o CO Ca 0 1 1 Left Thru Rght Other 91 51 14 0 226 156 382 Out In Total CR7-3RD ST All Traffic Data Services Wheat Ridge,CO 80033 303-668-0220 File Name : #4 CR7&CR34AM Site Code : 00000000 Start Date : 3/26/2013 Page No : 2 CR7-3RD ST CR34-WELKER AVE CR7-3RD ST CR34-WELKER AVE Southbound Westbound Northbound Eastbound Start Time Rght Thru Left Other Rght Thru Left Other App.Tae Rght Thru Left Other App.rbn Rght Thru Left Other App.Tae mt.Total Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 3 32 21 0 56 7 18 3 0 28 1 8 11 0 20 15 22 1 0 38 142 07:15 AM 2 19 16 0 37 10 13 3 0 26 2 7 7 0 16 3 20 1 0 24 103 07:30 AM 22 16 18 1 57 8 29 6 0 43 2 4 9 0 15 12 32 7 0 51 166 07:45 AM 6 12 14 0 32 5 17 7 0 29 0 8 17 0 25 9 27 7 0 43 129 Total Volume 33 79 69 1 182 30 77 19 0 126 5 27 44 0 76 39 101 16 0 156 540 App.Total 18.1 43.4 37.9 0.5 23.8 61.1 15.1 0 6.6 35.5 57.9 0 25 64.7 10.3 0 PHF .375 .617 .821 .250 .798 .750 .664 .679 .000 .733 .625 .844 .647 .000 .760 .650 .789 .571 .000 .765 .813 CR7-3RD ST Out In Total 73 182 255 33 79 69 1 Rght Thru Left Other Peak Hour Data o m m�- S S "m m o iSz North - a J N Or F I = w Peak Hour Begins at 07:00 AM c 3rf* COt r rn 7 v ¢ Class 1 x z co n_n UDf 0 ° cola R 0 0 Left Thru Rght Other 44 27 5 0 137 76 213 Out In Total CR7-3RD ST All Traffic Data Services Wheat Ridge,CO 80033 303-668-0220 File Name : #4 CR7&CR34PM Site Code : 00000000 Start Date : 3/26/2013 Page No : 1 Groups Printed-Class 1 CR7-3RD ST CR34-WELKER AVE CR7-3RD ST CR34-WELKER AVE Southbound Westbound Northbound Eastbound Start Time Rght Thru Left Other Rght Thru Left Other Rght Thru Left Other Rght Thru Left Other Int.Total 04:00 PM 2 11 14 0 13 14 5 0 7 16 12 0 8 21 4 0 127 04:15 PM 6 8 8 0 13 16 3 0 3 12 13 0 8 9 3 0 102 04:30 PM 5 14 15 0 7 30 3 0 8 21 11 0 9 9 7 0 139 04:45 PM 12 7 7 0 14 20 3 0 3 17 20 0 10 20 11 0 144 Total 25 40 44 0 47 80 14 0 21 66 56 0 35 59 25 0 512 05:00 PM 3 13 9 0 13 14 3 0 3 18 11 0 16 27 10 0 140 05:15 PM 0 8 13 0 22 12 7 0 7 16 10 0 8 16 6 0 125 05:30 PM 1 4 10 0 14 21 3 0 5 14 4 0 9 12 8 0 105 05:45 PM 4 10 8 0 18 19 0 0 3 12 6 0 5 15 3 0 103 Total 8 35 40 0 67 66 13 0 18 60 31 0 38 70 27 0 473 Grand Total 33 75 84 0 114 146 27 0 39 126 87 0 73 129 52 0 985 Apprch% 17.2 39.1 43.8 0 39.7 50.9 9.4 0 15.5 50 34.5 0 28.7 50.8 20.5 0 Total % 3.4 7.6 8.5 0 11.6 14.8 2.7 0 4 12.8 8.8 0 7.4 13.1 5.3 0 CR7-3RD ST Out In Total 292 192 484 33 75 84 0 Rght Thru Left Other o _ Tv N h r _ ] 00 c - N HOC -a W_z Q North ti v EC NF ' I ti pa J y c N 2 O] w 3/26/2013 04:00 PM N)5 rr n m 3/26/2013 05:45 PM w s X L ^N �- Co0 Class1 D UO N O r) Q N 9 < O 5 co N O �N Left Thru Rght Other 87 126 39 0 175 252 427 Out In Total CR7-3RD ST All Traffic Data Services Wheat Ridge,CO 80033 303-668-0220 File Name : #4 CR7&CR34PM Site Code : 00000000 Start Date : 3/26/2013 Page No : 2 CR7-3RD ST CR34-WELKER AVE CR7-3RD ST CR34-WELKER AVE Southbound Westbound Northbound Eastbound Start Time Rght Thru Left Other Rght Thru Left Other App.Tae Rght Thru Left Other App.rbn Rght Thru Left Other App.Tae mt.Total Peak Hour Analysis From 04:00 PM to 05:45 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 5 14 15 0 34 7 30 3 0 40 8 21 11 0 40 9 9 7 0 25 139 04:45 PM 12 7 7 0 26 14 20 3 0 37 3 17 20 0 40 10 20 11 0 41 144 05:00 PM 3 13 9 0 25 13 14 3 0 30 3 18 11 0 32 16 27 10 0 53 140 05:15 PM 0 8 13 0 21 22 12 7 0 41 7 16 10 0 33 8 16 6 0 30 125 Total Volume 20 42 44 0 106 56 76 16 0 148 21 72 52 0 145 43 72 34 0 149 548 %App.Total 18.9 39.6 41.5 0 37.8 51.4 10.8 0 14.5 49.7 35.9 0 28.9 48.3 22.8 0 PHF .417 .750 .733 .000 .779 .636 .633 .571 .000 .902 .656 .857 .650 .000 .906 .672 .667 .773 .000 .703 .951 CR7-3RD ST Out In Total 162 106 268 20 42 44 0 Rght Thru Left Other Peak Hour Data r um coat s s J 'go, O W O> z North w m - I ~ a r w Peak Hour Begins at 04:30 PM c m o rf* ct r m 77 _� ¢ Class s xm z c o y UDf Q NER 0 �� 0 Left Thru Rght Other 52 72 21 0 101 145 246 Out In Total CR7-3RD ST All Traffic Data Services, Inc Page 1 9660 W 44th Ave Wheat Ridge,CO 80033 alallt• www.alltrafficdata.net Site Code: 12 Station ID: CR7-3RD ST S/O WELKER AVE-CR34 Start 26-Mar-13 Time Tue NB SB Total 12:00 AM 2 3 5 01:00 2 2 4 02:00 2 1 3 03:00 3 1 4 04:00 2 2 4 05:00 19 8 27 06:00 80 21 101 07:00 138 82 220 08:00 94 79 173 09:00 86 53 139 10:00 60 44 104 11:00 67 45 112 12:00 PM 35 67 102 01:00 54 61 115 02:00 68 122 190 03:00 107 109 216 04:00 90 148 238 05:00 88 103 191 06:00 49 70 119 07:00 32 52 84 08:00 21 40 61 09:00 14 18 32 10:00 8 13 21 11:00 4 8 12 Total 1125 1152 2277 Percent 49.4% 50.6% AM Peak 07:00 07:00 07:00 Vol. 138 82 220 PM Peak 15:00 16:00 16:00 Vol. 107 148 238 Grand Total 1125 1152 2277 Percent 49.4% 50.6% ADT ADT 2,290 AADT 2,290 All Traffic Data Services, Inc Page 1 9660 W 44th Ave Wheat Ridge,CO 80033 allIND, www.alltrafficdata.net Site Code: 13 Station ID: 13 CR 7-3RD ST N/O WELKER AVE-CR 34 Start 27-Mar-13 Time Wed NB SB Total 12:00 AM 3 1 4 01:00 3 4 7 02:00 1 3 4 03:00 2 6 8 04:00 4 10 14 05:00 11 50 61 06:00 54 124 178 07:00 75 173 248 08:00 74 139 213 09:00 76 93 169 10:00 48 66 114 11:00 62 94 156 12:00 PM 98 96 194 01:00 78 58 136 02:00 118 90 208 03:00 125 116 241 04:00 140 104 244 05:00 153 83 236 06:00 93 56 149 07:00 74 45 119 08:00 57 21 78 09:00 37 14 51 10:00 21 13 34 11:00 15 2 17 Total 1422 1461 2883 Percent 49.3% 50.7% AM Peak 09:00 07:00 07:00 Vol. 76 173 248 PM Peak 17:00 15:00 16:00 Vol. 153 116 244 Grand Total 1422 1461 2883 Percent 49.3% 50.7% ADT ADT 2,858 AADT 2,858 All Traffic Data Services, Inc Page 1 9660 W 44th Ave Wheat Ridge,CO 80033 alallt• www.alltrafficdata.net Site Code:26 Station ID:26 CR34 W/O CR5 Start 27-Mar-13 Time Wed EB WB Total 12:00 AM 7 4 11 01:00 6 7 13 02:00 4 2 6 03:00 3 3 6 04:00 19 4 23 05:00 57 9 66 06:00 105 50 155 07:00 148 109 257 08:00 94 83 177 09:00 84 54 138 10:00 56 61 117 11:00 68 68 136 12:00 PM 70 83 153 01:00 59 58 117 02:00 76 96 172 03:00 116 114 230 04:00 110 138 248 05:00 112 127 239 06:00 49 104 153 07:00 46 63 109 08:00 27 50 77 09:00 9 32 41 10:00 11 15 26 11:00 7 20 27 Total 1343 1354 2697 Percent 49.8% 50.2% AM Peak 07:00 07:00 07:00 Vol. 148 109 257 PM Peak 15:00 16:00 16:00 Vol. 116 138 248 Grand Total 1343 1354 2697 Percent 49.8% 50.2% ADT ADT 2,697 AADT 2,697 All Traffic Data Services, Inc Page 1 9660 W 44th Ave Wheat Ridge,CO 80033 aliatt• www.alltrafficdata.net Site Code:27 Station ID:27 CR 34-WELKER AVE W/O CR 7-3RD ST Start 27-Mar-13 Time Wed EB WB Total 12:00 AM 8 5 13 01:00 6 7 13 02:00 5 2 7 03:00 4 4 8 04:00 19 5 24 05:00 61 10 71 06:00 113 54 167 07:00 158 116 274 08:00 101 90 191 09:00 91 58 149 10:00 60 66 126 11:00 73 73 146 12:00 PM 75 90 165 01:00 64 62 126 02:00 81 103 184 03:00 125 122 247 04:00 117 148 265 05:00 120 137 257 06:00 52 112 164 07:00 49 68 117 08:00 29 54 83 09:00 10 35 45 10:00 13 16 29 11:00 7 21 28 Total 1441 1458 2899 Percent 49.7% 50.3% AM Peak 07:00 07:00 07:00 Vol. 158 116 274 PM Peak 15:00 16:00 16:00 Vol. 125 148 265 APPENDIX B Level of Service Definitions The following information can be found in the Highway Capacity Manual, Transportation Research Board, 2010: Chapter 18—Signalized Intersections and Chapter 19—Two-Way Stop Controlled Intersections. Automobile Level of Service (LOS)for Signalized Intersections Levels of service are defined to represent reasonable ranges in control delay. LOS A Describes operations with a control delay of 10s/veh or less and a volume-to-capacity ratio no greater than 1.0. This level is typically assigned when the volume-to-capacity ratio is low and either progression is exceptionally favorable or the cycle length is very short. If it is due to favorable progression, most vehicles arrive during the green indication and travel through the intersection without stopping. LOS B Describes operations with control delay between 10 and 20 s/veh and a volume-to-capacity ratio no greater than 1.0.This level is typically assigned when the volume-to-capacity ratio is low and either progression is highly favorable or the cycle length is short. More vehicles stop than with LOS A. LOS C Describes operations with control delay between 20 and 35 s/veh and a volume-to-capacity ratio no greater than 1.0. This level is typically assigned when progression is favorable or the cycle length is moderate. Individual cycle failures (i.e., one or more queued vehicles are not able to depart as a result of insufficient capacity during the cycle) may begin to appear at this level. The number of vehicles stopping is .significant, although many vehicles still pass through the intersection without stopping. LOS D Describes operations with control delay between 35 and 55 s/veh and a volume-to-capacity ratio no greater than 1.0.This level is typically assigned when the volume-to-capacity ratio is high and either progression is ineffective or the cycle length is long. Many vehicles stop and individual cycle failures are noticeable. LOS E Describes operations with control delay between 55 and 80 s/veh and a volume-to-capacity ratio no greater than 1.0. This level is typically assigned when the volume-to-capacity ratio is high, progression is unfavorable, and the cycle length is long. Individual cycle failures are frequent. LOS F Describes operations with control delay exceeding 80 s/veh or a volume-to-capacity ratio greater than 1.0. This level is typically assigned when the volume-to-capacity ratio is very high, progression is very poor, and the cycle length is long. Most cycles fail to clear the queue. Level of Service (LOS)for Unsignalized TWSC Intersections Level of Service Average Control Delay(s/veh) A 0-10 B > 10- 15 C > 15-25 D >25-35 E >35-50 F >50 APPENDIX C Capacity Worksheets HCM Unsignalized Intersection Capacity Analysis Existing Traffic Volumes 1: Welker Avenue & CR 5 AM Peak Hour J { 4 & 4\ t P `► 1 J Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4. 4. 4. 4. Sign Control Stop Stop Stop Stop Volume (vph) 12 47 6 24 114 4 6 16 50 4 25 26 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 13 51 7 26 124 4 7 17 54 4 27 28 Direction, Lane# EB 1 WB 1 NB 1 SB 1 Volume Total (vph) 71 154 78 60 Volume Left (vph) 13 26 7 4 Volume Right(vph) 7 4 54 28 Hadj (s) 0.0 0.1 -0.4 -0.2 Departure Headway (s) 4.4 4.5 4.1 4.2 Degree Utilization, x 0.09 0.19 0.09 0.07 Capacity (veh/h) 792 601 829 827 Control Delay (s) 7.5 7.8 7.2 7.3 Approach Delay (s) 7.5 7.8 7.2 7.3 Approach LOS A A A A Intersection Summary Delay 7.5 HCM Level of Service A Intersection Capacity Utilization 22.3% ICU Level of Service A Analysis Period (min) 15 September 2013 Synchro Report SMROCHA, LLC Appendix C-Capacity Worksheets-Page 1 HCM Unsignalized Intersection Capacity Analysis Existing Traffic Volumes 2: Welker Avenue & Ginger Avenue AM Peak Hour Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 t r Y Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 7 93 115 9 6 24 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 8 101 125 10 7 26 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 135 241 125 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 135 241 125 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 99 99 97 cM capacity (veh/h) 1450 743 926 Direction, Lane# EB 1 WB 1 WB 2 SB 1 Volume Total 109 125 10 33 Volume Left 8 0 0 7 Volume Right 0 0 10 26 cSH 1450 1700 1700 882 Volume to Capacity 0.01 0.07 0.01 0.04 Queue Length (ft) 0 0 0 3 Control Delay (s) 0.6 0.0 0.0 9.2 Lane LOS A A Approach Delay (s) 0.6 0.0 9.2 Approach LOS A Intersection Summary Average Delay 1.3 Intersection Capacity Utilization 20.7% ICU Level of Service A Analysis Period (min) 15 September 2013 Synchro Report SMROCHA, LLC Appendix C-Capacity Worksheets-Page 2 HCM Unsignalized Intersection Capacity Analysis Existing Traffic Volumes 3: Welker Avenue & 3rd Street AM Peak Hour J { 4 & 4\ t P `► 1 J Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4. 4 r 4. 4. Sign Control Stop Stop Stop Stop Volume (vph) 16 101 39 19 77 30 44 27 5 69 79 33 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 17 110 42 21 84 33 48 29 5 75 86 36 Direction, Lane# EB 1 WB 1 WB 2 NB 1 SB 1 Volume Total (vph) 170 104 33 83 197 Volume Left (vph) 17 21 0 48 75 Volume Right(vph) 42 0 33 5 36 Hadj (s) -0.1 0.1 -0.7 0.1 0.0 Departure Headway (s) 4.7 5.3 4.5 5.0 4.7 Degree Utilization, x 0.22 0.15 0.04 0.11 0.26 Capacity (veh/h) 714 518 580 675 727 Control Delay (s) 8.1 7.4 6.4 8.1 8.1 Approach Delay (s) 8.1 7.1 8.1 8.1 Approach LOS A A A A Intersection Summary Delay 7.9 HCM Level of Service A Intersection Capacity Utilization 32.7% ICU Level of Service A Analysis Period (min) 15 September 2013 Synchro Report SMROCHA, LLC Appendix C-Capacity Worksheets-Page 3 HCM Unsignalized Intersection Capacity Analysis Existing Traffic Volumes 1: Welker Avenue & CR 5 PM Peak Hour J { 4 & 4\ t P `► 1 J Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4. 4. 4. 4. Sign Control Stop Stop Stop Stop Volume (vph) 44 81 1 17 109 6 2 50 60 4 14 16 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 48 88 1 18 118 7 2 54 65 4 15 17 Direction, Lane# EB 1 WB 1 NB 1 SB 1 Volume Total (vph) 137 143 122 37 Volume Left (vph) 48 18 2 4 Volume Right(vph) 1 7 65 17 Hadj (s) 0.1 0.0 -0.3 -0.2 Departure Headway (s) 4.5 4.7 4.3 4.4 Degree Utilization, x 0.17 0.19 0.15 0.05 Capacity (veh/h) 769 582 790 778 Control Delay (s) 7.7 7.9 7.5 7.5 Approach Delay (s) 7.7 7.9 7.5 7.5 Approach LOS A A A A Intersection Summary Delay 7.7 HCM Level of Service A Intersection Capacity Utilization 26.8% ICU Level of Service A Analysis Period (min) 15 September 2013 Synchro Report SMROCHA, LLC Appendix C-Capacity Worksheets-Page 4 HCM Unsignalized Intersection Capacity Analysis Existing Traffic Volumes 2: Welker Avenue & Ginger Avenue PM Peak Hour Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 t r Y Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 30 111 118 12 7 17 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 33 121 128 13 8 18 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 141 314 128 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 141 314 128 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 98 99 98 cM capacity (veh/h) 1442 663 922 Direction, Lane# EB 1 WB 1 WB 2 SB 1 Volume Total 153 128 13 26 Volume Left 33 0 0 8 Volume Right 0 0 13 18 cSH 1442 1700 1700 828 Volume to Capacity 0.02 0.08 0.01 0.03 Queue Length (ft) 2 0 0 2 Control Delay (s) 1.8 0.0 0.0 9.5 Lane LOS A A Approach Delay (s) 1.8 0.0 9.5 Approach LOS A Intersection Summary Average Delay 1.6 Intersection Capacity Utilization 24.2% ICU Level of Service A Analysis Period (min) 15 September 2013 Synchro Report SMROCHA, LLC Appendix C-Capacity Worksheets-Page 5 HCM Unsignalized Intersection Capacity Analysis Existing Traffic Volumes 3: Welker Avenue & 3rd Street PM Peak Hour J { 4 & 4\ t P `► 1 J Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4. 4 r 4. 4. Sign Control Stop Stop Stop Stop Volume (vph) 34 72 43 16 76 56 52 72 21 44 42 20 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 37 78 47 17 83 61 57 78 23 48 46 22 Direction, Lane# EB 1 WB 1 WB 2 NB 1 SB 1 Volume Total (vph) 162 100 61 158 115 Volume Left (vph) 37 17 0 57 48 Volume Right(vph) 47 0 61 23 22 Hadj (s) -0.1 0.1 -0.7 0.0 0.0 Departure Headway (s) 4.8 5.5 4.8 4.8 4.9 Degree Utilization, x 0.21 0.15 0.08 0.21 0.16 Capacity (veh/h) 710 505 566 702 702 Control Delay (s) 8.1 7.6 6.7 8.2 8.1 Approach Delay (s) 8.1 7.2 8.2 8.1 Approach LOS A A A A Intersection Summary Delay 7.9 HCM Level of Service A Intersection Capacity Utilization 31.3% ICU Level of Service A Analysis Period (min) 15 September 2013 Synchro Report SMROCHA, LLC Appendix C-Capacity Worksheets-Page 6 HCM Unsignalized Intersection Capacity Analysis Background Traffic Volumes 1: Welker Avenue & CR 5 Year 2015 -AM Peak Hour J { 4 & 4\ t P `► 1 J Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4. 4. 4. 4. Sign Control Stop Stop Stop Stop Volume (vph) 13 49 6 25 119 4 6 17 52 4 26 27 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 14 53 7 27 129 4 7 18 57 4 28 29 Direction, Lane# EB 1 WB 1 NB 1 SB 1 Volume Total (vph) 74 161 82 62 Volume Left (vph) 14 27 7 4 Volume Right(vph) 7 4 57 29 Hadj (s) 0.0 0.1 -0.4 -0.2 Departure Headway (s) 4.4 4.6 4.1 4.3 Degree Utilization, x 0.09 0.20 0.09 0.07 Capacity (veh/h) 787 600 822 821 Control Delay (s) 7.5 7.9 7.2 7.4 Approach Delay (s) 7.5 7.9 7.2 7.4 Approach LOS A A A A Intersection Summary Delay 7.6 HCM Level of Service A Intersection Capacity Utilization 22.8% ICU Level of Service A Analysis Period (min) 15 September 2013 Synchro Report SMROCHA, LLC Appendix C-Capacity Worksheets-Page 7 HCM Unsignalized Intersection Capacity Analysis Background Traffic Volumes 2: Welker Avenue & Ginger Avenue Year 2015 -AM Peak Hour Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 t r Y Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 7 97 120 9 6 25 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 8 105 130 10 7 27 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 140 251 130 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 140 251 130 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 99 99 97 cM capacity (veh/h) 1443 734 919 Direction, Lane# EB 1 WB 1 WB 2 SB 1 Volume Total 113 130 10 34 Volume Left 8 0 0 7 Volume Right 0 0 10 27 cSH 1443 1700 1700 876 Volume to Capacity 0.01 0.08 0.01 0.04 Queue Length (ft) 0 0 0 3 Control Delay (s) 0.5 0.0 0.0 9.3 Lane LOS A A Approach Delay (s) 0.5 0.0 9.3 Approach LOS A Intersection Summary Average Delay 1.3 Intersection Capacity Utilization 20.9% ICU Level of Service A Analysis Period (min) 15 September 2013 Synchro Report SMROCHA, LLC Appendix C-Capacity Worksheets-Page 8 HCM Unsignalized Intersection Capacity Analysis Background Traffic Volumes 3: Welker Avenue & 3rd Street Year 2015 -AM Peak Hour J { 4 & 4\ t P `► 1 J Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4. 4 r 4. 4. Sign Control Stop Stop Stop Stop Volume (vph) 17 105 41 20 80 31 46 28 5 72 82 34 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 18 114 45 22 87 34 50 30 5 78 89 37 Direction, Lane# EB 1 WB 1 WB 2 NB 1 SB 1 Volume Total (vph) 177 109 34 86 204 Volume Left (vph) 18 22 0 50 78 Volume Right(vph) 45 0 34 5 37 Hadj (s) -0.1 0.1 -0.7 0.1 0.0 Departure Headway (s) 4.8 5.4 4.6 5.0 4.8 Degree Utilization, x 0.24 0.16 0.04 0.12 0.27 Capacity (veh/h) 708 516 577 667 720 Control Delay (s) 8.1 7.4 6.4 8.2 8.2 Approach Delay (s) 8.1 7.2 8.2 8.2 Approach LOS A A A A Intersection Summary Delay 8.0 HCM Level of Service A Intersection Capacity Utilization 33.5% ICU Level of Service A Analysis Period (min) 15 September 2013 Synchro Report SMROCHA, LLC Appendix C-Capacity Worksheets-Page 9 HCM Unsignalized Intersection Capacity Analysis Background Traffic Volumes 1: Welker Avenue & CR 5 Year 2015 - PM Peak Hour J { 4 & 4\ t P `► 1 J Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4. 4. 4. 4. Sign Control Stop Stop Stop Stop Volume (vph) 46 84 1 18 113 6 2 52 62 4 15 17 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 50 91 1 20 123 7 2 57 67 4 16 18 Direction, Lane# EB 1 WB 1 NB 1 SB 1 Volume Total (vph) 142 149 126 39 Volume Left (vph) 50 20 2 4 Volume Right(vph) 1 7 67 18 Hadj (s) 0.1 0.0 -0.3 -0.2 Departure Headway (s) 4.5 4.7 4.3 4.5 Degree Utilization, x 0.18 0.19 0.15 0.05 Capacity (veh/h) 764 580 783 772 Control Delay (s) 7.8 8.0 7.5 7.5 Approach Delay (s) 7.8 8.0 7.5 7.5 Approach LOS A A A A Intersection Summary Delay 7.8 HCM Level of Service A Intersection Capacity Utilization 27.3% ICU Level of Service A Analysis Period (min) 15 September 2013 Synchro Report SMROCHA, LLC Appendix C-Capacity Worksheets-Page 10 HCM Unsignalized Intersection Capacity Analysis Background Traffic Volumes 2: Welker Avenue & Ginger Avenue Year 2015 - PM Peak Hour Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 t r Y Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 31 115 123 13 7 18 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 34 125 134 14 8 20 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 148 326 134 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 148 326 134 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 98 99 98 cM capacity (veh/h) 1434 652 915 Direction, Lane# EB 1 WB 1 WB 2 SB 1 Volume Total 159 134 14 27 Volume Left 34 0 0 8 Volume Right 0 0 14 20 cSH 1434 1700 1700 823 Volume to Capacity 0.02 0.08 0.01 0.03 Queue Length (ft) 2 0 0 3 Control Delay (s) 1.8 0.0 0.0 9.5 Lane LOS A A Approach Delay (s) 1.8 0.0 9.5 Approach LOS A Intersection Summary Average Delay 1.6 Intersection Capacity Utilization 27.6% ICU Level of Service A Analysis Period (min) 15 September 2013 Synchro Report SMROCHA, LLC Appendix C-Capacity Worksheets-Page 11 HCM Unsignalized Intersection Capacity Analysis Background Traffic Volumes 3: Welker Avenue & 3rd Street Year 2015 - PM Peak Hour J { 4 & 4\ t P `► 1 J Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4. 4 r 4. 4. Sign Control Stop Stop Stop Stop Volume (vph) 35 75 45 17 79 58 54 75 22 46 44 21 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 38 82 49 18 86 63 59 82 24 50 48 23 Direction, Lane# EB 1 WB 1 WB 2 NB 1 SB 1 Volume Total (vph) 168 104 63 164 121 Volume Left (vph) 38 18 0 59 50 Volume Right(vph) 49 0 63 24 23 Hadj (s) -0.1 0.1 -0.7 0.0 0.0 Departure Headway (s) 4.8 5.6 4.8 4.9 4.9 Degree Utilization, x 0.22 0.16 0.08 0.22 0.16 Capacity (veh/h) 703 503 563 695 695 Control Delay (s) 8.1 7.7 6.7 8.2 8.2 Approach Delay (s) 8.1 7.3 8.2 8.2 Approach LOS A A A A Intersection Summary Delay 7.9 HCM Level of Service A Intersection Capacity Utilization 32.1% ICU Level of Service A Analysis Period (min) 15 September 2013 Synchro Report SMROCHA, LLC Appendix C-Capacity Worksheets-Page 12 HCM Unsignalized Intersection Capacity Analysis Background Traffic Volumes 1: Welker Avenue & CR 5 Year 2033 -AM Peak Hour J { 4 & 4\ t P `► 1 J Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations "I 1. 'I 1. 'I 1. 'I 1. Sign Control Stop Stop Stop Stop Volume (vph) 18 71 9 36 171 6 9 24 75 6 38 39 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 20 77 10 39 186 7 10 26 82 7 41 42 Direction, Lane# EB 1 EB 2 WB 1 WB 2 NB 1 NB 2 SB 1 SB 2 Volume Total (vph) 20 87 39 192 10 108 7 84 Volume Left (vph) 20 0 39 0 10 0 7 0 Volume Right(vph) 0 10 0 7 0 82 0 42 Hadj (s) 0.5 0.0 0.5 0.0 0.5 -0.5 0.5 -0.3 Departure Headway (s) 5.8 5.2 6.1 5.5 6.0 5.0 6.0 5.2 Degree Utilization, x 0.03 0.13 0.07 0.30 0.02 0.15 0.01 0.12 Capacity (veh/h) 587 656 472 530 566 679 573 670 Control Delay (s) 7.6 7.2 8.0 7.9 7.8 7.0 7.9 7.2 Approach Delay (s) 7.3 7.9 7.1 7.2 Approach LOS A A A A Intersection Summary Delay 7.5 HCM Level of Service A Intersection Capacity Utilization 28.8% ICU Level of Service A Analysis Period (min) 15 September 2013 Synchro Report SMROCHA, LLC Appendix C-Capacity Worksheets-Page 13 HCM Unsignalized Intersection Capacity Analysis Background Traffic Volumes 2: Welker Avenue & Ginger Avenue Year 2033 -AM Peak Hour Movement EBL EBT WBT WBR SBL SBR Lane Configurations ►� T t r V Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 11 140 173 14 9 36 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 12 152 188 15 10 39 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 203 364 188 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 203 364 188 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 99 98 95 cM capacity (veh/h) 1368 630 854 Direction, Lane# EB 1 EB 2 WB 1 WB 2 SB 1 Volume Total 12 152 188 15 49 Volume Left 12 0 0 0 10 Volume Right 0 0 0 15 39 cSH 1368 1700 1700 1700 797 Volume to Capacity 0.01 0.09 0.11 0.01 0.06 Queue Length (ft) 1 0 0 0 5 Control Delay (s) 7.7 0.0 0.0 0.0 9.8 Lane LOS A A Approach Delay (s) 0.6 0.0 9.8 Approach LOS A Intersection Summary Average Delay 1.4 Intersection Capacity Utilization 19.1% ICU Level of Service A Analysis Period (min) 15 September 2013 Synchro Report SMROCHA, LLC Appendix C-Capacity Worksheets-Page 14 HCM Unsignalized Intersection Capacity Analysis Background Traffic Volumes 3: Welker Avenue & 3rd Street Year 2033 -AM Peak Hour J { 4 & 4\ t P `► 1 J Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ' 1. 4 r '1 1. '1 1. Sign Control Stop Stop Stop Stop Volume (vph) 24 152 59 29 116 45 66 41 8 104 119 50 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 26 165 64 32 126 49 72 45 9 113 129 54 Direction, Lane# EB 1 EB 2 WB 1 WB 2 NB 1 NB 2 SB 1 SB 2 Volume Total (vph) 26 229 158 49 72 53 113 184 Volume Left (vph) 26 0 32 0 72 0 113 0 Volume Right(vph) 0 64 0 49 0 9 0 54 Hadj (s) 0.5 -0.2 0.1 -0.7 0.5 -0.1 0.5 -0.2 Departure Headway (s) 6.5 5.8 5.9 5.1 6.7 6.1 6.5 5.8 Degree Utilization, x 0.05 0.37 0.26 0.07 0.13 0.09 0.20 0.29 Capacity (veh/h) 525 595 489 536 502 548 535 603 Control Delay (s) 8.4 8.4 8.2 7.0 8.8 8.0 8.7 8.1 Approach Delay (s) 8.4 7.9 8.4 8.3 Approach LOS A A A A Intersection Summary Delay 8.3 HCM Level of Service A Intersection Capacity Utilization 45.6% ICU Level of Service A Analysis Period (min) 15 September 2013 Synchro Report SMROCHA, LLC Appendix C-Capacity Worksheets-Page 15 HCM Unsignalized Intersection Capacity Analysis Background Traffic Volumes 1: Welker Avenue & CR 5 Year 2033 - PM Peak Hour J { 4 & 4\ t P `► 1 J Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations "I 1. 'I 1. 'I 1. 'I 1. Sign Control Stop Stop Stop Stop Volume (vph) 66 122 2 26 164 9 3 75 90 6 21 24 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 72 133 2 28 178 10 3 82 98 7 23 26 Direction, Lane# EB 1 EB 2 WB 1 WB 2 NB 1 NB 2 SB 1 SB 2 Volume Total (vph) 72 135 28 188 3 179 7 49 Volume Left (vph) 72 0 28 0 3 0 7 0 Volume Right(vph) 0 2 0 10 0 98 0 26 Hadj (s) 0.5 0.0 0.5 0.0 0.5 -0.3 0.5 -0.3 Departure Headway (s) 5.9 5.4 6.3 5.8 6.2 5.3 6.4 5.5 Degree Utilization, x 0.12 0.20 0.05 0.30 0.01 0.27 0.01 0.07 Capacity (veh/h) 576 636 451 505 547 637 536 622 Control Delay (s) 7.9 7.5 8.2 8.2 8.0 7.6 8.2 7.4 Approach Delay (s) 7.7 8.2 7.6 7.5 Approach LOS A A A A Intersection Summary Delay 7.8 HCM Level of Service A Intersection Capacity Utilization 32.3% ICU Level of Service A Analysis Period (min) 15 September 2013 Synchro Report SMROCHA, LLC Appendix C-Capacity Worksheets-Page 16 HCM Unsignalized Intersection Capacity Analysis Background Traffic Volumes 2: Welker Avenue & Ginger Avenue Year 2033 - PM Peak Hour Movement EBL EBT WBT WBR SBL SBR Lane Configurations ►� T t r V Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 45 167 177 18 11 26 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 49 182 192 20 12 28 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 212 472 192 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 212 472 192 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 96 98 97 cM capacity (veh/h) 1358 531 849 Direction, Lane# EB 1 EB 2 WB 1 WB 2 SB 1 Volume Total 49 182 192 20 40 Volume Left 49 0 0 0 12 Volume Right 0 0 0 20 28 cSH 1358 1700 1700 1700 721 Volume to Capacity 0.04 0.11 0.11 0.01 0.06 Queue Length (ft) 3 0 0 0 4 Control Delay (s) 7.7 0.0 0.0 0.0 10.3 Lane LOS A B Approach Delay (s) 1.6 0.0 10.3 Approach LOS B Intersection Summary Average Delay 1.6 Intersection Capacity Utilization 26.0% ICU Level of Service A Analysis Period (min) 15 September 2013 Synchro Report SMROCHA, LLC Appendix C-Capacity Worksheets-Page 17 HCM Unsignalized Intersection Capacity Analysis Background Traffic Volumes 3: Welker Avenue & 3rd Street Year 2033 - PM Peak Hour J { 4 & 4\ t P `► 1 J Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ' 1. 4 r '1 1. '1 1. Sign Control Stop Stop Stop Stop Volume (vph) 51 108 65 24 114 84 78 108 32 66 63 30 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 55 117 71 26 124 91 85 117 35 72 68 33 Direction, Lane# EB 1 EB 2 WB 1 WB 2 NB 1 NB 2 SB 1 SB 2 Volume Total (vph) 55 188 150 91 85 152 72 101 Volume Left (vph) 55 0 26 0 85 0 72 0 Volume Right(vph) 0 71 0 91 0 35 0 33 Hadj (s) 0.5 -0.2 0.1 -0.7 0.5 -0.1 0.5 -0.2 Departure Headway (s) 6.5 5.8 6.3 5.5 6.6 5.9 6.7 6.0 Degree Utilization, x 0.10 0.30 0.26 0.14 0.16 0.25 0.13 0.17 Capacity (veh/h) 522 594 472 519 517 573 515 579 Control Delay (s) 8.5 8.2 8.6 7.5 8.7 8.2 8.7 8.1 Approach Delay (s) 8.2 8.2 8.4 8.3 Approach LOS A A A A Intersection Summary Delay 8.3 HCM Level of Service A Intersection Capacity Utilization 41.6% ICU Level of Service A Analysis Period (min) 15 September 2013 Synchro Report SMROCHA, LLC Appendix C-Capacity Worksheets-Page 18 HCM Unsignalized Intersection Capacity Analysis Total Traffic Volumes 1: Welker Avenue & CR 5 Year 2015 -AM Peak Hour J { 4 & 4\ t P `► 1 J Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4. 4. 4. 4. Sign Control Stop Stop Stop Stop Volume (vph) 13 80 6 59 209 4 6 17 64 4 26 27 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 14 87 7 64 227 4 7 18 70 4 28 29 Direction, Lane# EB 1 WB 1 NB 1 SB 1 Volume Total (vph) 108 296 95 62 Volume Left (vph) 14 64 7 4 Volume Right(vph) 7 4 70 29 Hadj (s) 0.0 0.1 -0.4 -0.2 Departure Headway (s) 4.6 5.0 4.6 4.8 Degree Utilization, x 0.14 0.41 0.12 0.08 Capacity (veh/h) 740 590 730 733 Control Delay (s) 7.8 8.9 7.7 7.9 Approach Delay (s) 7.8 8.9 7.7 7.9 Approach LOS A A A A Intersection Summary Delay 8.4 HCM Level of Service A Intersection Capacity Utilization 34.5% ICU Level of Service A Analysis Period (min) 15 September 2013 Synchro Report SMROCHA, LLC Appendix C-Capacity Worksheets-Page 19 HCM Unsignalized Intersection Capacity Analysis Total Traffic Volumes 2: Welker Avenue & Ginger Avenue Year 2015 -AM Peak Hour J { 4 & 4\ t P `► 1 J Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 r t r '1 1 4. Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 7 137 27 29 133 9 74 4 64 6 8 25 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 8 149 29 32 145 10 80 4 70 7 9 27 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 154 178 403 382 149 443 401 145 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 154 178 403 382 149 443 401 145 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 99 98 85 99 92 99 98 97 cM capacity (veh/h) 1426 1398 523 536 898 471 523 903 Direction, Lane# EB 1 EB 2 WB 1 WB 2 WB 3 NB 1 NB 2 SB 1 Volume Total 157 29 32 145 10 80 74 42 Volume Left 8 0 32 0 0 80 0 7 Volume Right 0 29 0 0 10 0 70 27 cSH 1426 1700 1398 1700 1700 523 863 700 Volume to Capacity 0.01 0.02 0.02 0.09 0.01 0.15 0.09 0.06 Queue Length (ft) 0 0 2 0 0 14 7 5 Control Delay (s) 0.4 0.0 7.6 0.0 0.0 13.1 9.6 10.5 Lane LOS A A B A B Approach Delay (s) 0.3 1.3 11.4 10.5 Approach LOS B B Intersection Summary Average Delay 4.4 Intersection Capacity Utilization 35.4% ICU Level of Service A Analysis Period (min) 15 September 2013 Synchro Report SMROCHA, LLC Appendix C-Capacity Worksheets-Page 20 HCM Unsignalized Intersection Capacity Analysis Total Traffic Volumes 3: Welker Avenue & 3rd Street Year 2015 -AM Peak Hour J { 4 & 4\ t P `► 1 J Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4. 4 r 4. 4. Sign Control Stop Stop Stop Stop Volume (vph) 19 194 54 20 110 31 54 28 5 72 82 34 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 21 211 59 22 120 34 59 30 5 78 89 37 Direction, Lane# EB 1 WB 1 WB 2 NB 1 SB 1 Volume Total (vph) 290 141 34 95 204 Volume Left (vph) 21 22 0 59 78 Volume Right(vph) 59 0 34 5 37 Hadj (s) -0.1 0.1 -0.7 0.1 0.0 Departure Headway (s) 4.9 5.6 4.8 5.5 5.2 Degree Utilization, x 0.40 0.22 0.05 0.14 0.29 Capacity (veh/h) 693 498 551 602 658 Control Delay (s) 8.7 7.8 6.7 8.7 8.7 Approach Delay (s) 8.7 7.6 8.7 8.7 Approach LOS A A A A Intersection Summary Delay 8.5 HCM Level of Service A Intersection Capacity Utilization 38.8% ICU Level of Service A Analysis Period (min) 15 September 2013 Synchro Report SMROCHA, LLC Appendix C-Capacity Worksheets-Page 21 HCM Unsignalized Intersection Capacity Analysis Total Traffic Volumes 4: Welker Avenue & Street A Year 2015 -AM Peak Hour 1 ! ~ 4 P Movement EBT EBR WBL WBT NBL NBR Lane Configurations t r t ►� Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 132 16 13 220 49 40 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 143 17 14 239 53 43 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 161 411 143 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 161 411 143 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 99 91 95 cM capacity (veh/h) 1418 591 904 Direction, Lane# EB 1 EB 2 WB 1 WB 2 NB 1 NB 2 Volume Total 143 17 14 239 53 43 Volume Left 0 0 14 0 53 0 Volume Right 0 17 0 0 0 43 cSH 1700 1700 1418 1700 591 904 Volume to Capacity 0.08 0.01 0.01 0.14 0.09 0.05 Queue Length (ft) 0 0 1 0 7 4 Control Delay (s) 0.0 0.0 7.6 0.0 11.7 9.2 Lane LOS A B A Approach Delay (s) 0.0 0.4 10.6 Approach LOS B Intersection Summary Average Delay 2.2 Intersection Capacity Utilization 21.6% ICU Level of Service A Analysis Period (min) 15 September 2013 Synchro Report SMROCHA, LLC Appendix C-Capacity Worksheets-Page 22 HCM Unsignalized Intersection Capacity Analysis Total Traffic Volumes 1: Welker Avenue & CR 5 Year 2015 - PM Peak Hour J { 4 & 4\ t P `► 1 J Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4. 4. 4. 4. Sign Control Stop Stop Stop Stop Volume (vph) 49 185 1 40 173 6 2 52 100 4 15 17 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 53 201 1 43 188 7 2 57 109 4 16 18 Direction, Lane# EB 1 WB 1 NB 1 SB 1 Volume Total (vph) 255 238 167 39 Volume Left (vph) 53 43 2 4 Volume Right(vph) 1 7 109 18 Hadj (s) 0.1 0.1 -0.4 -0.2 Departure Headway (s) 4.8 5.3 4.8 5.1 Degree Utilization, x 0.34 0.35 0.22 0.06 Capacity (veh/h) 714 546 693 654 Control Delay (s) 8.4 9.0 8.1 8.2 Approach Delay (s) 8.4 9.0 8.1 8.2 Approach LOS A A A A Intersection Summary Delay 8.5 HCM Level of Service A Intersection Capacity Utilization 33.5% ICU Level of Service A Analysis Period (min) 15 September 2013 Synchro Report SMROCHA, LLC Appendix C-Capacity Worksheets-Page 23 HCM Unsignalized Intersection Capacity Analysis Total Traffic Volumes 2: Welker Avenue & Ginger Avenue Year 2015 - PM Peak Hour J { 4 & 4\ t P `► 1 J Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 r t r '1 1 4. Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 31 141 84 75 301 13 50 8 48 7 8 18 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 34 153 91 82 327 14 54 9 52 8 9 20 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 341 245 735 725 153 767 802 327 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 341 245 735 725 153 767 802 327 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 97 94 82 97 94 97 97 97 cM capacity (veh/h) 1218 1322 297 321 893 274 289 714 Direction, Lane# EB 1 EB 2 WB 1 WB 2 WB 3 NB 1 NB 2 SB 1 Volume Total 187 91 82 327 14 54 61 36 Volume Left 34 0 82 0 0 54 0 8 Volume Right 0 91 0 0 14 0 52 20 cSH 1218 1700 1322 1700 1700 297 711 421 Volume to Capacity 0.03 0.05 0.06 0.19 0.01 0.18 0.09 0.09 Queue Length (ft) 2 0 5 0 0 16 7 7 Control Delay (s) 1.6 0.0 7.9 0.0 0.0 19.8 10.5 14.3 Lane LOS A A C B B Approach Delay (s) 1.1 1.5 14.9 14.3 Approach LOS B B Intersection Summary Average Delay 3.7 Intersection Capacity Utilization 44.4% ICU Level of Service A Analysis Period (min) 15 September 2013 Synchro Report SMROCHA, LLC Appendix C-Capacity Worksheets-Page 24 HCM Unsignalized Intersection Capacity Analysis Total Traffic Volumes 3: Welker Avenue & 3rd Street Year 2015 - PM Peak Hour J { 4 & 4\ t P `► 1 J Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4. 4 r 4. 4. Sign Control Stop Stop Stop Stop Volume (vph) 39 134 56 17 179 58 70 75 22 46 44 25 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 42 146 61 18 195 63 76 82 24 50 48 27 Direction, Lane# EB 1 WB 1 WB 2 NB 1 SB 1 Volume Total (vph) 249 213 63 182 125 Volume Left (vph) 42 18 0 76 50 Volume Right(vph) 61 0 63 24 27 Hadj (s) -0.1 0.1 -0.7 0.0 0.0 Departure Headway (s) 5.2 6.1 5.4 5.5 5.5 Degree Utilization, x 0.36 0.36 0.09 0.28 0.19 Capacity (veh/h) 658 489 528 611 612 Control Delay (s) 8.9 8.8 7.3 9.0 8.8 Approach Delay (s) 8.9 8.4 9.0 8.8 Approach LOS A A A A Intersection Summary Delay 8.7 HCM Level of Service A Intersection Capacity Utilization 45.0% ICU Level of Service A Analysis Period (min) 15 September 2013 Synchro Report SMROCHA, LLC Appendix C-Capacity Worksheets-Page 25 HCM Unsignalized Intersection Capacity Analysis Total Traffic Volumes 4: Welker Avenue & Street A Year 2015 - PM Peak Hour 1 ! ~ 4 P Movement EBT EBR WBL WBT NBL NBR Lane Configurations t r t ►� Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 234 55 45 191 32 26 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 254 60 49 208 35 28 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 314 560 254 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 314 560 254 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 96 93 96 cM capacity (veh/h) 1246 470 784 Direction, Lane# EB 1 EB 2 WB 1 WB 2 NB 1 NB 2 Volume Total 254 60 49 208 35 28 Volume Left 0 0 49 0 35 0 Volume Right 0 60 0 0 0 28 cSH 1700 1700 1246 1700 470 784 Volume to Capacity 0.15 0.04 0.04 0.12 0.07 0.04 Queue Length (ft) 0 0 3 0 6 3 Control Delay (s) 0.0 0.0 8.0 0.0 13.3 9.8 Lane LOS A B A Approach Delay (s) 0.0 1.5 11.7 Approach LOS B Intersection Summary Average Delay 1.8 Intersection Capacity Utilization 29.0% ICU Level of Service A Analysis Period (min) 15 September 2013 Synchro Report SMROCHA, LLC Appendix C-Capacity Worksheets-Page 26 HCM Unsignalized Intersection Capacity Analysis Total Traffic Volumes 1: Welker Avenue & CR 5 Year 2033 -AM Peak Hour J { 4 & 4\ t P `► 1 J Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations "I 1. 'I 1. 'I 1. 'I 1. Sign Control Stop Stop Stop Stop Volume (vph) 18 109 10 70 273 6 18 27 87 6 43 39 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 20 118 11 76 297 7 20 29 95 7 47 42 Direction, Lane# EB 1 EB 2 WB 1 WB 2 NB 1 NB 2 SB 1 SB 2 Volume Total (vph) 20 129 76 303 20 124 7 89 Volume Left (vph) 20 0 76 0 20 0 7 0 Volume Right(vph) 0 11 0 7 0 95 0 42 Hadj (s) 0.5 0.0 0.5 0.0 0.5 -0.5 0.5 -0.3 Departure Headway (s) 6.2 5.6 6.7 6.2 6.6 5.6 6.7 5.9 Degree Utilization, x 0.03 0.20 0.14 0.52 0.04 0.19 0.01 0.15 Capacity (veh/h) 547 607 450 513 509 600 515 591 Control Delay (s) 8.0 7.8 8.8 9.6 8.5 7.7 8.5 7.9 Approach Delay (s) 7.8 9.4 7.8 8.0 Approach LOS A A A A Intersection Summary Delay 8.6 HCM Level of Service A Intersection Capacity Utilization 29.3% ICU Level of Service A Analysis Period (min) 15 September 2013 Synchro Report SMROCHA, LLC Appendix C-Capacity Worksheets-Page 27 HCM Unsignalized Intersection Capacity Analysis Total Traffic Volumes 2: Welker Avenue & Ginger Avenue Year 2033 -AM Peak Hour J { 4 & 4\ t P `► 1 J Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations t r t r '1 1 4. Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 25 226 27 29 234 14 74 4 64 9 8 60 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 27 246 29 32 254 15 80 4 70 10 9 65 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 270 275 687 633 246 689 647 254 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 270 275 687 633 246 689 647 254 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 98 98 74 99 91 97 98 92 cM capacity (veh/h) 1294 1288 314 379 793 314 372 784 Direction, Lane# EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 NB 1 NB 2 SB 1 Volume Total 27 246 29 32 254 15 80 74 84 Volume Left 27 0 0 32 0 0 80 0 10 Volume Right 0 0 29 0 0 15 0 70 65 cSH 1294 1700 1700 1288 1700 1700 314 745 608 Volume to Capacity 0.02 0.14 0.02 0.02 0.15 0.01 0.26 0.10 0.14 Queue Length (ft) 2 0 0 2 0 0 25 8 12 Control Delay (s) 7.8 0.0 0.0 7.9 0.0 0.0 20.4 10.4 11.9 Lane LOS A A C B B Approach Delay (s) 0.7 0.8 15.6 11.9 Approach LOS C B Intersection Summary Average Delay 4.6 Intersection Capacity Utilization 36.9% ICU Level of Service A Analysis Period (min) 15 September 2013 Synchro Report SMROCHA, LLC Appendix C-Capacity Worksheets-Page 28 HCM Unsignalized Intersection Capacity Analysis Total Traffic Volumes 3: Welker Avenue & 3rd Street Year 2033 -AM Peak Hour J { 4 & 4\ t P `► 1 J Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ' 1. '1 1. '1 1. '1 1. Sign Control Stop Stop Stop Stop Volume (vph) 38 261 86 29 155 45 94 41 8 104 119 73 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 41 284 93 32 168 49 102 45 9 113 129 79 Direction, Lane# EB 1 EB 2 WB 1 WB 2 NB 1 NB 2 SB 1 SB 2 Volume Total (vph) 41 377 32 217 102 53 113 209 Volume Left (vph) 41 0 32 0 102 0 113 0 Volume Right(vph) 0 93 0 49 0 9 0 79 Hadj (s) 0.5 -0.1 0.5 -0.1 0.5 -0.1 0.5 -0.2 Departure Headway (s) 6.9 6.2 6.9 6.2 7.5 6.9 7.2 6.4 Degree Utilization, x 0.08 0.65 0.06 0.38 0.21 0.10 0.23 0.37 Capacity (veh/h) 499 556 422 476 437 480 475 535 Control Delay (s) 8.8 10.7 8.8 9.0 9.8 8.9 9.5 9.2 Approach Delay (s) 10.5 9.0 9.5 9.3 Approach LOS B A A A Intersection Summary Delay 9.7 HCM Level of Service A Intersection Capacity Utilization 51.6% ICU Level of Service A Analysis Period (min) 15 September 2013 Synchro Report SMROCHA, LLC Appendix C-Capacity Worksheets-Page 29 HCM Unsignalized Intersection Capacity Analysis Total Traffic Volumes 4: Welker Avenue & Street A Year 2033 -AM Peak Hour 1 ! ~ 4 P Movement EBT EBR WBL WBT NBL NBR Lane Configurations t r t ►� Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 179 23 85 284 61 100 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 195 25 92 309 66 109 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 220 688 195 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 220 688 195 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 93 83 87 cM capacity (veh/h) 1350 384 847 Direction, Lane# EB 1 EB 2 WB 1 WB 2 NB 1 NB 2 Volume Total 195 25 92 309 66 109 Volume Left 0 0 92 0 66 0 Volume Right 0 25 0 0 0 109 cSH 1700 1700 1350 1700 384 847 Volume to Capacity 0.11 0.01 0.07 0.18 0.17 0.13 Queue Length (ft) 0 0 6 0 15 11 Control Delay (s) 0.0 0.0 7.9 0.0 16.3 9.9 Lane LOS A C A Approach Delay (s) 0.0 1.8 12.3 Approach LOS B Intersection Summary Average Delay 3.6 Intersection Capacity Utilization 27.5% ICU Level of Service A Analysis Period (min) 15 September 2013 Synchro Report SMROCHA, LLC Appendix C-Capacity Worksheets-Page 30 HCM Unsignalized Intersection Capacity Analysis Total Traffic Volumes 5: Street B & CR 5 Year 2033 -AM Peak Hour Movement WBL WBR NBT NBR SBL SBT Lane Configurations vi r t r 'it Sign Control Stop Free Free Grade 0% 0% 0% Volume (veh/h) 18 12 108 20 6 83 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 20 13 117 22 7 90 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 221 117 139 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 221 117 139 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 97 99 100 cM capacity (veh/h) 764 935 1444 Direction, Lane# WB 1 WB 2 NB 1 NB 2 SB 1 SB 2 Volume Total 20 13 117 22 7 90 Volume Left 20 0 0 0 7 0 Volume Right 0 13 0 22 0 0 cSH 764 935 1700 1700 1444 1700 Volume to Capacity 0.03 0.01 0.07 0.01 0.00 0.05 Queue Length (ft) 2 1 0 0 0 0 Control Delay (s) 9.8 8.9 0.0 0.0 7.5 0.0 Lane LOS A A A Approach Delay (s) 9.5 0.0 0.5 Approach LOS A Intersection Summary Average Delay 1.3 Intersection Capacity Utilization 15.7% ICU Level of Service A Analysis Period (min) 15 September 2013 Synchro Report SMROCHA, LLC Appendix C-Capacity Worksheets-Page 31 HCM Unsignalized Intersection Capacity Analysis Total Traffic Volumes 1: Welker Avenue & CR 5 Year 2033 - PM Peak Hour J { 4 & 4\ t P `► 1 J Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations "I 1. 'I 1. 'I 1. 'I 1. Sign Control Stop Stop Stop Stop Volume (vph) 66 245 10 48 244 9 7 91 128 6 25 24 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 72 266 11 52 265 10 8 99 139 7 27 26 Direction, Lane# EB 1 EB 2 WB 1 WB 2 NB 1 NB 2 SB 1 SB 2 Volume Total (vph) 72 277 52 275 8 238 7 53 Volume Left (vph) 72 0 52 0 8 0 7 0 Volume Right(vph) 0 11 0 10 0 139 0 26 Hadj (s) 0.5 0.0 0.5 0.0 0.5 -0.4 0.5 -0.3 Departure Headway (s) 6.4 5.9 7.3 6.7 7.0 6.1 7.3 6.5 Degree Utilization, x 0.13 0.46 0.11 0.52 0.01 0.40 0.01 0.10 Capacity (veh/h) 528 585 415 467 484 558 458 518 Control Delay (s) 8.5 8.9 9.3 10.3 8.8 8.9 9.2 8.5 Approach Delay (s) 8.8 10.1 8.9 8.5 Approach LOS A B A A Intersection Summary Delay 9.3 HCM Level of Service A Intersection Capacity Utilization 39.7% ICU Level of Service A Analysis Period (min) 15 September 2013 Synchro Report SMROCHA, LLC Appendix C-Capacity Worksheets-Page 32 HCM Unsignalized Intersection Capacity Analysis Total Traffic Volumes 2: Welker Avenue & Ginger Avenue Year 2033 - PM Peak Hour J { 4 & 4\ t P `► 1 J Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations t r t r '1 1 4. Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 123 342 84 75 371 18 50 8 48 11 8 98 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 134 372 91 82 403 20 54 9 52 12 9 107 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 423 463 1316 1225 372 1262 1297 403 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 423 463 1316 1225 372 1262 1297 403 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 88 93 41 94 92 89 93 84 cM capacity (veh/h) 1136 1098 92 146 674 111 132 647 Direction, Lane# EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 NB 1 NB 2 SB 1 Volume Total 134 372 91 82 403 20 54 61 127 Volume Left 134 0 0 82 0 0 54 0 12 Volume Right 0 0 91 0 0 20 0 52 107 cSH 1136 1700 1700 1098 1700 1700 92 445 376 Volume to Capacity 0.12 0.22 0.05 0.07 0.24 0.01 0.59 0.14 0.34 Queue Length (ft) 10 0 0 6 0 0 68 12 37 Control Delay (s) 8.6 0.0 0.0 8.5 0.0 0.0 89.6 14.4 19.4 Lane LOS A A F B C Approach Delay (s) 1.9 1.4 49.8 19.4 Approach LOS E C Intersection Summary Average Delay 7.5 Intersection Capacity Utilization 50.1% ICU Level of Service A Analysis Period (min) 15 September 2013 Synchro Report SMROCHA, LLC Appendix C-Capacity Worksheets-Page 33 HCM Unsignalized Intersection Capacity Analysis Total Traffic Volumes 3: Welker Avenue & 3rd Street Year 2033 - PM Peak Hour J { 4 & 4\ t P `► 1 J Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ' 1. '1 1. '1 1. '1 1. Sign Control Stop Stop Stop Stop Volume (vph) 117 191 139 24 245 84 154 108 32 66 63 92 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 127 208 151 26 266 91 167 117 35 72 68 100 Direction, Lane# EB 1 EB 2 WB 1 WB 2 NB 1 NB 2 SB 1 SB 2 Volume Total (vph) 127 359 26 358 167 152 72 168 Volume Left (vph) 127 0 26 0 167 0 72 0 Volume Right(vph) 0 151 0 91 0 35 0 100 Hadj (s) 0.5 -0.3 0.5 -0.1 0.5 -0.1 0.5 -0.4 Departure Headway (s) 7.7 6.9 8.3 7.6 8.2 7.5 8.3 7.4 Degree Utilization, x 0.27 0.68 0.06 0.76 0.38 0.32 0.17 0.35 Capacity (veh/h) 451 505 390 444 413 454 411 464 Control Delay (s) 10.2 12.1 10.2 14.4 11.2 10.2 10.6 10.2 Approach Delay (s) 11.6 14.1 10.7 10.3 Approach LOS B B B B Intersection Summary Delay 11.9 HCM Level of Service B Intersection Capacity Utilization 55.3% ICU Level of Service B Analysis Period (min) 15 September 2013 Synchro Report SMROCHA, LLC Appendix C-Capacity Worksheets-Page 34 HCM Unsignalized Intersection Capacity Analysis Total Traffic Volumes 4: Welker Avenue & Street A Year 2033 - PM Peak Hour —0' 1 ! ~ 4\ /.. Movement EBT EBR WBL WBT NBL NBR Lane Configurations t r ) t ) r Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 302 77 266 253 52 253 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 328 84 289 275 57 275 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 412 1182 328 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 412 1182 328 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 75 64 61 cM capacity (veh/h) 1147 157 713 Direction, Lane# EB 1 EB 2 WB 1 WB 2 NB 1 NB 2 Volume Total 328 84 289 275 57 275 Volume Left 0 0 289 0 57 0 Volume Right 0 84 0 0 0 275 cSH 1700 1700 1147 1700 157 713 Volume to Capacity 0.19 0.05 0.25 0.16 0.36 0.39 Queue Length (ft) 0 0 25 0 38 46 Control Delay (s) 0.0 0.0 9.2 0.0 40.3 13.2 Lane LOS A E B Approach Delay (s) 0.0 4.7 17.8 Approach LOS C Intersection Summary Average Delay 6.5 Intersection Capacity Utilization 44.0% ICU Level of Service A Analysis Period (min) 15 September 2013 Synchro Report SMROCHA, LLC Appendix C-Capacity Worksheets-Page 35 HCM Unsignalized Intersection Capacity Analysis Total Traffic Volumes 5: Street B & CR 5 Year 2033 - PM Peak Hour { t f t \ Movement WBL WBR NBT NBR SBL SBT Lane Configurations vi r t r 'it Sign Control Stop Free Free Grade 0% 0% 0% Volume (veh/h) 65 20 168 64 22 49 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 71 22 183 70 24 53 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 284 183 252 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 284 183 252 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 90 97 98 cM capacity (veh/h) 694 860 1313 Direction, Lane# WB 1 WB 2 NB 1 NB 2 SB 1 SB 2 Volume Total 71 22 183 70 24 53 Volume Left 71 0 0 0 24 0 Volume Right 0 22 0 70 0 0 cSH 694 860 1700 1700 1313 1700 Volume to Capacity 0.10 0.03 0.11 0.04 0.02 0.03 Queue Length (ft) 8 2 0 0 1 0 Control Delay (s) 10.8 9.3 0.0 0.0 7.8 0.0 Lane LOS B A A Approach Delay (s) 10.4 0.0 2.4 Approach LOS B Intersection Summary Average Delay 2.7 Intersection Capacity Utilization 25.8% ICU Level of Service A Analysis Period (min) 15 September 2013 Synchro Report SMROCHA, LLC Appendix C-Capacity Worksheets-Page 36 DRAFT MASTER DECLARATION OF COVENANTS,CONDITIONS, AND RESTRICTIONS FOR MEAD VILLAGE THIS MASTER DECLARATION OF COVENANTS, CONDITIONS, AND RESTRICTIONS FOR MEAD VILLAGE (the "Master Declaration") is dated for reference purposes as of October 1, 2013,by WELD DEVELOPMENT COMPANY LLC, a Colorado limited liability company(the "Declarant"). Initially capitalized terms used in this Master Declaration are defined in Article 2 hereof. ARTICLE 1. GENERAL 1.1 Project Area. The Declarant is the owner of approximately 181.39 acres of real property located in the Town of Mead, County of Weld, State of Colorado, more particularly described on Exhibit A attached hereto and incorporated herein by reference, which is defined in this Master Declaration as the "Project Area." The Declarant intends that the Project Area, including any property which may be annexed into the Project Area as provided herein,will be developed as a planned community containing attached and detached single-family residential homes, multi-family residential buildings, and commercial and industrial areas. 1.2 Purposes of Master Declaration. The real property which becomes subject to this Master Declaration in the manner hereinafter provided is referred to herein as the "Community Area." The initial Community Area subject to this Declaration is described in Exhibit B attached hereto and incorporated herein by this reference,and the Community Area may be expanded in the manner provided for in Article 3 hereof. This Master Declaration is executed to(a) further a common and general plan for the Community Area, (b)enhance and protect the quality,value, aesthetic nature, desirability, and attractiveness of the Community Area, (c)provide a mechanism to review additions and changes to commercial,industrial, and residential structures located within the Community Area, (d)provide a mechanism for the enforcement of the provisions of this Master Declaration, and (e) define certain duties,powers, and rights of Owners of Sites within the Community Area. 1.3 Master Declaration. The Declarant,for itself and its successors and assigns, hereby declares that the entire Community Area and all other property that becomes subject to this Master Declaration in the manner hereinafter provided, and each part thereof; shall, from the date the same becomes subject to this Master Declaration,be owned,held,transferred, conveyed, sold, leased, rented, hypothecated,encumbered,used, occupied, maintained, altered, and improved subject to the covenants, conditions, restrictions,limitations, reservations, exceptions, equitable servitudes, and other provisions set forth in this Master Declaration,for the duration hereof, all of which are declared to be part of, pursuant to, and in furtherance of a common and general plan of development, improvement, enhancement, and protection of the Community Area. The provisions of this Master Declaration are intended to and shall run with the land and,until their expiration in accordance with the terms hereof, shall bind, be a charge upon, and inure to the mutual benefit of: (a) all of the property which is now or becomes part of the Community Area and each part or parcel thereof, (b) the Declarant and its successors and assigns, and (c)all Persons having or acquiring any right,title, or interest in any property which becomes part of the Community Area or any part or parcel thereof or any Improvement 1 DRAFT thereon and their heirs, personal representatives, successors, and assigns. 1.4 Applicability of Colorado Common Interest Ownership Act. The Community Area is exempt from the provisions of the Act because there is no mandatory association or assessments created under this Master Declaration. ARTICLE 2. DEFINITIONS Unless otherwise expressly provided herein,the following words and phrases when used in this Master Declaration have the meanings hereinafter specified. 2.1 Act. "Act"means the Colorado Common Interest Ownership Act as provided in C.R.S. §§ 38-33.3-101, et seg., as the same maybe from time to time amended. 2.2 Annexable Area. "Annexable Area" means the real property described on Exhibit A attached hereto less(a) the real property described on Exhibit B attached hereto and (b) any portion of the Annexable Area that, from time to time, is annexed into and made subject to this Master Declaration pursuant to Article 3 of this Master Declaration. The Annexable Area may be expanded or contracted as provided in Section 3.5 of this Master Declaration. 2.3 Annexed Property. "Annexed Property" means the real property described in a Notice of Annexation that is annexed into and made a part of the Community Area as more particularly set forth in Article 3 of this Master Declaration. 2.4 Annexing Party and Annexing Parties. "Annexing Party" and "Annexing Parties" mean the Declarant, and any other Person or Persons that have been designated in a Recorded designation as a Principal Builder or other party having the power to annex property into the Community Area. 2.5 Applicable Laws. "Applicable Laws" means the decrees, edicts, laws, orders, ordinances,promulgations, regulations, rules, and statutes of all federal, local(including the Town, the Mead Village Metro District, and the Mead Village Metro District), or state governments (including, but not limited to, all agencies, departments, divisions,or parts thereof) having or from time to time exercising jurisdiction over the Community Area. 2.6 Benefitted Parties. The term"Benefitted Parties" means and includes the Boards of Directors,the Town,the Declarant, the Development Company, the Mead Village Metro District,the Officers, any Principal Builder, any Subassociation, any Subdistrict, any party operating the Common Area Facilities, Officers, and their respective parent, subsidiary, and affiliated entities and their agents, directors, employees, members, managers,officers,partners, and shareholders, and their respective heirs, successors, and assigns. 2. 7 Board of Directors. "Board of Directors" means (a)with respect to the Mead Village Metro District,the board of directors of the Mead Village Metro District as such board may, from time to time,be constituted, and (b)with respect to any Subassociation or Subdistrict, the board of directors of such Subassociation or Subdistrict as such board may, from time to time, be constituted. The term "Boards of Directors" means the Board of Directors of the Mead Village Metro District,any Subassociation created hereunder,any Subdistrict created hereunder. 2 DRAFT 2.8 Town. "Town"means the Town of Mead, Colorado. 2.9 Commercial Site. "Commercial Site"means any Site zoned and used for commercial or mixed commercial-residential uses. 2.10 Common Area. "Common Area" means any property within the Community Area owned by the Town,the Mead Village Metro District,a Subassociation,or a Subdistrict. 2.11 Common Area Facilities. "Common Area Facilities" means public facilities that may include,but are not necessarily limited to,basketball courts,community centers, municipal parks, neighborhood parks, parking,picnic shelters and picnic tables,playgrounds, plumbed restrooms, open meadows for passive recreational use, public viewing areas, school grounds, soccer fields, softball diamonds, tennis courts, trails, and other public facilities that are (a) owned by the Town, the Mead Village Metro District,a Subassociation, or a Subdistrict, and(b) intended to be used by the general public. The foregoing list of Common Area Facilities is a list of those Common Area Facilities that may be built; provided,however, that(A) some or all of these facilities may not be constructed, and (B) the term"Common Area Facilities" only applies to those facilities that are actually constructed. 2.12 Common Area Facilities Risks. "Common Area Facilities Risks"means and includes all risks attendant to or associated with the operation of public facilities similar to the Common Area Facilities. Such risks include,without limitation,injury to person or property or both arising out of, or resulting from, (a)the construction,design,maintenance, operation, or use of the Common Area Facilities, (b)lights and noise associated with the Common Area Facilities (including by way of example and not by way of limitation,lights and noise generated by blowers, compressors, crowds, lights used to illuminate night time activities on the Common Area Facilities, mulchers, parked cars or vehicles of persons using the Common Area Facilities,public events held from time to time on the Common Area Facilities, pumps, tractors,traffic,utility vehicles, and wells), (c) trespass, acts, or omissions of persons employed in connection with,using, or otherwise on the Common Area Facilities, (d)the use of reclaimed water, treated waste water, or other sources of non-potable water for irrigation and overspray in connection with such use, (e)the use of fertilizers, insecticides, and pesticides in connection with the maintenance of the Common Area Facilities,together with overspray in connection with such use, (t) drainage resulting from drainage easements established for the property to the extent such drainage is in accordance with the drainage plan established for the Project Area, (g) creeks,water courses, and waterways constructed or located on the Common Areas, and (h) the fact that the Common Area Facilities may constitute or be considered an "attractive nuisance." 2.13 Community Area. "Community Area"means the real property which is subject to this Master Declaration. The initial Community Area subject to this Declaration is described in Exhibit B attached hereto and incorporated herein by this reference, and the Community Area may be expanded in the manner provided for in Article 3 of this Master Declaration. 2.14 Community Fences. "Community Fences" means those fences described in Section 4.1(a)(iv)hereof. 2.15 Community Webpage. "Community Webpage" means a password-controlled webpage that may be owned and operated by the Mead Village Metro District that serves as an instrument and vehicle of information dissemination within the Community Area. 3 DRAFT 2.16 Declarant. "Declarant" means Weld Development Company LLC, a Colorado limited liability company, and its successors and assigns. A Person shall be deemed to be a "successor and assign" of Weld Development Company LLC, as Declarant, only if specifically designated in a duly Recorded instrument as a successor or assign of the Declarant under this Master Declaration and shall be deemed a successor and assign of the Declarant only as to the rights or interests of the Declarant under this Master Declaration that are specifically designated in the Recorded instrument. A successor to Weld Development Company LLC by consolidation or merger shall automatically be deemed a successor or assign of Weld Development Company LLC as the Declarant under this Master Declaration. 2.17 Design Standards. "Design Standards" means the Mead Village Design Standards dated October 1, 2013, as the same may be amended from time to time by the Mead Village Metro District. The term"Design Standards" is more particularly defined in Section 6.5 of this Master Declaration. 2.18 Development Company. "Development Company" means Weld Development Company LLC, a Colorado limited liability company. 2.19 District,Mead Village Metro District. "District" or"Mead Village Metro District"means the Mead Village Metropolitan District, a quasi-public corporation organized under the laws of the State of Colorado. 2.20 Electronically Transmitted. "Electronically Transmitted" or"transmitted electronically" means a directive, information, message, or notice that is sent by means of the internet. 2.21 FHA. "FHA" means the Federal Housing Administration of the United States Department of Housing and Urban Development, including such department or agency of the United States government as shall succeed to the FHA in insuring notes secured by mortgages and deeds of trust on residential real estate. 2.22 FHLMC. "FHLMC" means the Federal Home Loan Mortgage Corporation or The Mortgage Corporation created by Title Ill of the Emergency Home Finance Act of 1970, including any successors thereto. 2.23 Facilities Construction Agreement. "Facilities Construction Agreement" means that certain Facilities Construction Agreement between the Mead Village Metro District and Developer dated ,whereby(a)the Developer agreed to provide facilities to the Mead Village Metro District, (b)the District agreed to maintain, operate, and own such facilities, and (c) the Mead Village Metro District agreed to pay to the Developer the capital costs for the construction of such facilities and the service costs of operating and maintaining such facilities. 2.24 First Subdivision. "First Subdivision" means all of the real property described in Exhibit B attached hereto and incorporated herein by this reference,which property the Declarant intends to develop as Residential Sites and Common Area. 2.25 FNMA. "FNMA" means the Federal National Mortgage Association, a government-sponsored private corporation established as such pursuant to Title VIII of the Housing and Urban Development Act of 1968,including any successor thereto. 4 DRAFT 2.26 GNMA. "GNMA" means the Government National Mortgage Association administered by the United States Department of Housing and Urban Development, including any successor thereto. 2.27 Government Mortgage Agencies. "Government Mortgage Agencies"means the FHA, the VA, the FHLMC,the GNMA, the FNMA, or any similar entity,public or private, authorized, approved or sponsored by any governmental agency to insure, guarantee, make or purchase Mortgage loans. 2.28 HUD. "HUD" means the United States Department of Housing and Urban Development. 2.29 Improvements. "Improvements" means all structures and any appurtenances thereto and equipment of every type or kind, including,but not limited to, buildings, outbuildings, swimming pools,patio covers, awnings,painting of any exterior surfaces of any visible structure, additions, walkways, outdoor sculptures or artwork, sprinkler pipes, garages, carports, basketball poles and/or backboards, playground equipment, flagpoles, clotheslines, roads, driveways,parking areas, fences, screening walls,retaining walls, stone columns, stairs, decks,fixtures, landscaping(both organic and non-organic), hedges, windbreaks, plantings, planted trees and shrubs, poles, signs, exterior tanks, solar equipment, antennae, satellite dishes, public access electronic terminals, exterior air conditioning, and water softener fixtures. Community entry or other monuments,mailbox kiosk stations including coverings or enclosures, if any. 2.29 Improvements to Property. "Improvements to Property" means any, change, alteration, or addition to any property within the Community Area. The term "Improvement to Property" is more particularly defined in Section 6.2 of this Master Declaration. 2.30 Industrial Site. "Industrial Site" means any Site zoned and used for industrial purposes. 2.31 Leases. "Leases" mean and refer to any agreement for the leasing or rental of a Site, and shall specifically include,without limitation, a month-to-month rental. 2.32 Limitations and Restrictions. "Limitations and Restrictions" means the covenants, limitations, and restrictions defined in Section 4.2 hereof 2.33 Master Declaration. "Master Declaration" means this instrument as it may be amended from time to time. 2.34 Mortgage. "Mortgage" means any mortgage or deed of trust or other such instrument, given voluntarily by the Owner of a Site, encumbering the Site to secure the performance of an obligation or the payment of a debt and which is required to be released upon performance of the obligation or payment of the debt. The term"Deed of Trust" when used herein shall be synonymous with the term "Mortgage." "First Mortgage" means a Mortgage which has priority over all other security interests in a Site, other than statutory liens for taxes and special assessments, and shall 5 DRAFT include an executory land sales contract wherein the Administrator of Veterans Affairs (Veterans Administration)is the seller, whether such contract is owned by the Veterans Administration or its assigns,and whether Recorded or not. 2.35 Mortgagee. "Mortgagee" means a mortgagee under a Mortgage or a beneficiary under a Deed of Trust, as the case may be, and the assignees of such Mortgagee. "First Mortgagee" means any Person named as the mortgagee or beneficiary under any First Mortgage, or any insurer or guarantor of a First Mortgage,including the Administrator of Veterans Affairs (Veterans Administration). 2.37 Mortgagor. "Mortgagor" means the Person who mortgages his or its property to another (i.e.,the maker or grantor of a Mortgage). The term"Mortgagor" shall include a trustor or grantor under a Deed of Trust. 2.38 Notice of Annexation. "Notice of Annexation" means a written notice to be recorded by a Declarant or Principal Builder which is also an Owner for the purpose of annexing additional real property into the Community Area. The term "Notice of Annexation" is more particularly defined in Section 3.3 of this Master Declaration. 2.39 Notice of Completion. "Notice of Completion" means Electronically Transmitted or written notice to the District of the completion of any Improvement to Property. 2.40 Notice of Noncompliance. "Notice of Noncompliance" means Electronically Transmitted or written notice from the Mead Village Metro District of the completion of any Improvement that does not conform to the requirements of this Master Declaration. 2.41 Notice of Resignation. "Notice of Resignation" means written notice from the Mead Village Metro District as more particularly defined in Section 4.2(d)of this Master Declaration. 2.42 Notice of Withdrawal. "Notice of Withdrawal" means a written notice to be Recorded for the purpose of withdrawing property from the Community Area. The term "Notice of Withdrawal" is more particularly defined in Section 3.4 of this Master Declaration. 2.43 Officers. "Officers" mean(a)with respect to the Mead Village Metro District, the officers of the Mead Village Metro District as such officers may, from time to time, be appointed by such district, and (b)with respect to any Subassociation or Subdistrict, the officers of such Subassociation or Subdistrict as such boards may, from time to time, be appointed by such Subassociation or Subdistrict. 2.44 Owner. "Owner" means the Person, including the Declarant, or, if more than one, all Persons collectively, who holds fee simple title of Record to a Site or any Common Area,including sellers under executory contracts of sale and excluding buyers thereunder. 2.45 Person. "Person" means a natural person, a corporation, a partnership,or any other entity. 2.46 Plat. "Plat" means a development plan, planned building group,plat, or similar filing 6 DRAFT that includes a Site, a portion of the Community Area,or a portion of the Common Area that has been (a) approved by the Town and (b)recorded. 2.47 Principal Builder. "Principal Builder"means an Owner that(a)acquires one or more vacant Residential Sites for the purpose of developing infrastructure on such Sites for sale to another Principal Builder or for the construction of a single-family residential structure thereon for resale to the ultimate purchaser thereof and (b)is designated by the Declarant as a "Principal Builder" in a Recorded writing. Such Recorded writing also may assign to a Principal Builder designated therein some or all of the rights of the Declarant which may be exercised in connection with the development of Sites acquired by such Principal Builder and designate a Principal Builder as an Annexing Party entitled to annex property into the Community Area. 2.48 Project Area. "Project Area" means the aggregate of the Community Area, which is subject to this Master Declaration at any point in time, and the Annexable Area,which may at any time thereafter be annexed into the Community Area and thereby be made subject to this Master Declaration. 2.49 Record, Recordation, Recorded, or Recording. "Record," "Recordation," "Recorded," or "Recording" means the filing for record of any document in the office of the Clerk and Recorder of the County of Weld, Colorado. 2.50 Resident. "Resident" means each Person occupying a Site and includes,but is not necessarily limited to each Owner, tenant, or other occupant of a Site. 2.51 Residential Site. "Residential Site" means any Site zoned and used for single-family or multi-family residential purposes. 2.52 Rules and Regulations. "Rules and Regulations"means any instruments, however denominated,which are adopted by the Mead Village Metro District for the regulation and management of the Community Area, including any amendment to those instruments. The Mead Village Metro District may establish and enforce penalties for the infraction thereof,including,without limitation, the levying and collecting of fines for the violation of any of such rules and regulations. The rules and regulations may state procedural requirements, interpretations and applications of the provisions of this Master Declaration, including without limitation,blanket requirements, blanket interpretations, and blanket applications. The Mead Village Metro District has the authority to adopt or vary one or more rules and regulations that are different for different types of residences, if any exist. Any rules and regulations that are adopted shall be in accordance with, and shall not be inconsistent with or contrary to, this Master Declaration. 2.53 Site. "Site" means any Commercial Site, Industrial Site, and Residential Site and any other lot or parcel of land within the Community Area which is shown upon any Plat or any other parcel of land which may be sold or conveyed without violation of the provisions of Applicable Law pertaining to the subdivision of land. The term "Site" does not include any Common Areas or any property owned by a public body, including the Town, the Mead Village Metro District, a Subassociation, or a Subdistrict. 2.59 Subassociation. "Subassociation"means any association of Owners created pursuant to a Supplemental Declaration which encumbers a portion of the Community Area and whose members 7 DRAFT consist of less than all of the Owners of Sites which are subject to this Master Declaration. 2.60 Subdistrict. "Subdistrict" means any special improvement or metropolitan district designated in a Supplemental Declaration which includes within its boundaries a portion of the Community Area and whose residents are less than all of the Owners of Sites which are subject to this Master Declaration. 2.61 Successor Declarant. "Successor Declarant" means any Person that acquires some or all of the Declarant's then remaining interest in the Project Area by an instrument which may be Recorded. Unless specifically enumerated in writing as a right being assigned to a Successor Declarant, a Successor Declarant shall not succeed to the rights of the Declarant to receive the Development Portion of the Transfer Fee and a general transfer of rights pursuant to this Master Declaration shall not include an assignment of the Development Company's right to receive the Development Portion of the Transfer Fee. 2.62 Supplemental Declaration. "Supplemental Declaration" means a declaration executed by the Declarant or a Principal Builder which establishes additional provisions governing and encumbering a portion of the Community Area. Any Supplemental Declaration shall comply with the requirements of Article 9 hereof. 2.63 Telecommunication Services and Telecommunication Facilities. "Telecommunication Services" means cable, cable television, computer, data transmission, internet and intranet access and service(and any replacement technology), telecommunication,telephone,television, and other means of communicating, receiving, and transmitting audio, video,visual, and other data signals through electrical, light wave,radio,or other technology,whether now existing or hereafter developed. "Telecommunication Facilities" means all facilities installed and used in the distribution of Telecommunication Services (including, but not limited to, cables, cabling conduits, cabling interfaces, conduits, cross connect panels, equipment cabinets, fiber, fiber interfaces,fiber transceivers,lines,network interface units,pads,patch panels and cords, pipes,power interfaces, routers/bridges, service drop wiring and service laterals, sleeves, test equipment, wires, and other structures and improvements). 2.64 Transfer. "Transfer" means the conveyance of a Site by a Transferor to a Transferee. The term"Transfer" does not apply to (a)the creation, grant, or foreclosure of a Mortgage, (b) the conveyance of a Site by a Transferor to a Mortgagee in lieu of the foreclosure of a Mortgage, or(c) the conveyance of a Site acquired by a Mortgagee through foreclosure or a deed-in-lieu of foreclosure to a Transferee. 2.65 Transfer Fee. "Transfer Fee"means a fee equal to Three Hundred Dollars ($300.00)paid by a Transferee to the Mead Village Metro District for the conveyance of a Site. Transfer fee may be amended, modified,repealed, terminated,or waived at any time at the discretion of the Mead Village Metro District. 2.66 Transferor and Transferee. "Transferor" means any Owner of a Site other than the Declarant, the Development Company, a First Mortgagee, a Government Mortgage Agency, HUD, a Mortgagee, a Principal Builder, or a Successor Declarant who is transferring a Site to a Transferee. "Transferee" means a Person to whom a Site is transferred who is not the Declarant, the Development 8 DRAFT Company, a First Mortgagee, a Government Mortgage Agency, HUD, a Mortgagee, a Principal Builder, or a Successor Declarant. 2.67 Utilities. "Utilities" means all utility services necessary for the convenient use and enjoyment of the Sites (including,but not necessarily limited to, electric, gas,water, and sewer service and Telecommunication Facilities). 2.68 VA. "VA" means the Veterans Administration of the United States of America, including such department or agency of the United States government as shall succeed to the VA in its present function of issuing guarantees with respect to notes secured by Mortgages on Sites. ARTICLE 3. PROPERTY SUBJECT TO MASTER DECLARATION 3.1 Property Hereby Made Subject. The Declarant hereby declares that the (per phasing plan) is hereby made subject to this Master Declaration. 3.2 Annexation of Additional Property to Community Area. The Declarant and the Principal Builders shall have, and the Declarant hereby reserves the right,but not the obligation to, develop the Project Area in phases. As a part of such phased development, the Declarant hereby reserves in favor of the Annexing Parties the right to annex part or all of any property now or hereafter owned by such Annexing Party located within the Annexable Area(as the boundaries of such area may be adjusted as set forth in Section 3.5 hereof), to the Community Area in phases so long as such Annexing Party owns any part of the Project Area. Annexation of Sites as a part of such phased development shall be accomplished in accordance with a general development plan to be accomplished by the Declarant,any Principal Builder, or any successor Declarant, which plan may be filed, if applicable,with the Town and with HUD, or the VA, or their respective successors,prior to any such annexation, if the Declarant, a Principal Builder, or a Successor Declarant obtains approval of the project or a portion thereof from FHA, HUD, or the VA. If HUD or VA approval of the project is obtained, any annexation of land containing Residential Sites which is done by a Notice of Annexation (as hereinafter provided)will be approved by either FHA, HUD, or VA. Therefore, within the context of and in accordance with the Declarant's general development plan, homes built on Residential Sites in any property annexed into the Community Area shall be either substantially the same style, quality, size and cost as homes previously constructed in the same portion of the Community Area or such other cost, quality, size, and style as may be approved by the Declarant. 3.3 Manner of Annexation. An Annexing Party may annex real property owned by it in the Annexable Area into the Community Area by executing and Recording(a) a Notice of Annexation, (b) a deed conveying a Site to an Owner other than the Declarant or a Principal Builder, (c) a Supplemental Declaration as provided in Article 9 below, or(d)a deed or Plat dedicating or conveying Common Area to the Town,the Mead Village Metro District(or,if a Supplemental Declaration is Recorded in connection with such annexation, then the Subassociation or Subdistrict, if any, designated in such Supplemental Declaration). Such deed, Notice of Annexation, or Supplemental Declaration shall describe the real property to be annexed (the "Annexed Property") and shall refer to this Master Declaration, including the date and reception number for the Recordation of this Master Declaration. If an Annexing Party exercises this right, any such property annexed into the Community Area shall be subject to the terms and conditions of this Master Declaration. No approval of any other Owners or Mortgagees, other than the Owner of the Annexed Property, shall be required. 9 DRAFT 3.4 Withdrawal of Annexed Property by the Declarant. Annexed Property for which a Notice of Annexation or a Supplemental Declaration has been Recorded may be withdrawn from the Community Area and from this Master Declaration by the Annexing Party to correct a surveyor error, a technical or clerical error, or other error. Such withdrawal may be accomplished by the execution, acknowledgment, and Recordation of a notice(a"Notice of Withdrawal") of such withdrawal. The Notice of Withdrawal shall (a)be executed and acknowledged by the Owner of the Annexed Property being withdrawn, (b) if the Annexed Property is not then owned by the Declarant,contain the executed and acknowledged written consent of the Declarant for so long as the Declarant owns any property in the Annexable Area and has the power to annex additional property to the Community Area, (c) contain an adequate legal description of the Annexed Property being withdrawn from the Community Area, (d) contain a reference to the Notice of Annexation or Supplemental Declaration for the Annexed Property, which reference shall state the date thereof,the date Recorded, and the book and page of where the Notice of Annexation or Supplemental Declaration was Recorded, and (e) contain a statement and declaration that such Annexed Property is being withdrawn from the Community Area and shall not be thereafter subject to this Master Declaration, Notice of Annexation, or Supplemental Declaration for the Annexed Property. The withdrawal shall be effective upon Recording of the Notice of Withdrawal and, upon Recording of the Notice of Withdrawal, the Annexed Property described therein shall no longer be part of the Community Area or subject to this Master Declaration or to the Supplemental Declaration for the Annexed Property. 3.5 Expansion or Contraction of Annexable Area. The Annexable Area may be expanded or contracted to add or delete real property effective upon the Recordation of a written instrument, executed by the Declarant, describing such real property and declaring that such real property shall hereafter be added to or deleted from the Annexable Area. ARTICLE 4. COVENANTS, LIMITATIONS, AND RESTRICTIONS ON COMMUNITY AREA 4.1 Covenants. Limitations. and Restrictions on Community Area. Subject to the exemptions of the Declarant and the Principal Builders set forth in this Master Declaration, all real property within the Community Area shall be held, used, and enjoyed subject to the following covenants, limitations, and restrictions set forth in this Article 4 as well as the other covenants, limitations, and restrictions set forth in this Master Declaration. The strict application of the covenants, limitations, and restrictions set forth in this Article 4 and in this Master Declaration in any specific case may be modified or waived in whole or in part by the Mead Village Metro District if such strict application would be unreasonably or unduly harsh under the circumstances and such modification or waiver is in writing or is contained in Electronically Transmitted or written guidelines or rules promulgated by the Mead Village Metro District. The Community Area shall be subject to the following covenants,limitations, and restrictions: (a) General Maintenance of Improvements in Community Area. The fencing, Improvements, and landscaping in the Community Area shall be maintained in accordance with the following: (i) Maintenance of Improvements. No property within the Community Area shall be permitted to fall into disrepair, and all property within the Community Area,including any Improvements and landscaping thereon, shall be kept and maintained in a clean, safe, attractive, and 10 DRAFT sightly condition, in good repair, and in accordance with all Applicable Laws. Maintenance, repair,and upkeep of the Community Area shall be allocated among the Owners as follows: (A) the maintenance, repair,and upkeep of each Site shall be the responsibility of the Owner of the Site; (B) the maintenance, repair,and upkeep of those Common Areas owned by the Town shall be the responsibility of the Town except as may otherwise be provided herein or in a Notice of Annexation, Plat, a Supplemental Declaration, or other Recorded instrument; and (C)the maintenance, repair, and upkeep of all other Common Areas shall be the responsibility of the Mead Village Metro District except as may otherwise be provided herein or in a Notice of Annexation, a Supplemental Declaration,or other Recorded instrument. At its option, the Mead Village Metro District may contract with third parties to perform its maintenance,repair, and upkeep obligations hereunder. Nothing shall be done or kept on any property within the Community Area in violation of any Applicable Law. (ii) Maintenance of Landscaping. Except for the Declarant and Principal Builders, each Owner of a Site shall (A)within 60 days following acquisition of a Site, submit and obtain approval from the Mead Village Metro District of a landscaping plan(an "Approved Landscape Plan")that complies with the Design Standards and is approved in writing by the Mead Village Metro District and (B) install such landscaping in accordance with such Approved Landscape Plan within(1) 60 days after approval of the Approved Landscape Plan (for approvals given between April 1"and September 30`h of a calendar year), (2)a reasonable period of time after approval of the Approved Landscape Plan (for approval given between October Is'and March 3I s' of a calendar year)as determined by the Mead Village Metro District and based upon weather conditions, or(3) such longer period of time as may be approved by the Mead Village Metro District based upon other factors beyond the control of the Owner. An Owner may vary an Approved Landscape Plan only with the prior Electronically Transmitted or written approval of the District and, following such Electronically Transmitted or written approval, such amended plan shall be the Approved Landscape Plan for such Site for purposes of this provision and any further revisions may only be made with the prior Electronically Transmitted or written approval of the District. Dead or dying landscape materials on a Site shall be replaced as soon as possible by the Owner thereof, taking into account weather conditions affecting the planting of replacement landscaping, and all landscaping shall be regularly maintained in a neat and trim manner. Automatic irrigation systems on a Site shall be maintained and operated by the Owner of the Site in such a fashion as to conserve water to the maximum extent practicable while still maintaining landscaping in an attractive condition. The grass and other landscaped areas in all yards and other portions of every Site on which no building has been constructed shall be maintained in an attractive condition. Each Site shall be kept free from weeds,brush or other growth or trash which, in the reasonable opinion of the District,is unsightly or causes undue danger of fire. (iii) Maintenance of Fencing by Owner. Each Owner of a Site shall be responsible for maintaining, repairing, and replacing, in a reasonably attractive manner, any fence located on such Owner's Site, unless such fence is to be maintained by the Mead Village Metro District, a Subassociation, or a Subdistrict as hereinafter provided. Any fence located on a lot line between two Sites shall be maintained jointly by the Owners of such Sites if the fence was installed by the Declarant or a Principal Builder. Any fence located on a lot line between two Sites which was installed by one of the Owners shall be maintained by the Owner who installed the fence. The Owners are hereby granted an easement across adjacent Sites for the purpose of maintaining, repairing, and replacing any fence installed by such Owner. (iv) Maintenance of Community Fences by Mead Village Metro District. If a fence or portion thereof(a "Community Fence") is located on a lot line separating a Site from an adjoining public right-of-way, street,publicly-owned tract, or parcel of land, Common Area, or other 11 DRAFT property which is not an adjoining Site, then the Mead Village Metro District shall be responsible for maintaining,repairing, and replacing,in a reasonably attractive manner, such Community Fence. The Mead Village Metro District is hereby granted an easement across all Sites for the purpose of maintaining,repairing, and replacing any and all Community Fences. Any fence located on any property owned by the Mead Village Metro District shall also be considered part of the Community Fences and shall be maintained by the Mead Village Metro District. The Mead Village Metro District also shall maintain as Community Fences all fences located on public rights-of-way consistent with or as required under any Development Agreements between the Town and the Declarant or any Plat requirements. If a Supplemental Declaration assigns to a Subassociation or a Subdistrict the responsibility for maintaining Community Fences for Sites and Common Area subject to such Supplemental Declaration,then(A) such Subassociation or Subdistrict rather than the Mead Village Metro District shall be responsible for and shall maintain, repair, and replace the Community Fences for Sites and Common Area subject to such Supplemental Declaration and (B)the easement granted to the Mead Village Metro District hereunder shall also be for the benefit and use of such Subassociation or Subdistrict. (v) Installation of Fencing by Owner. Any Owner constructing, erecting, installing, modifying, or replacing a fence shall obtain the prior approval of the Mead Village Metro District in accordance with the provisions of this Master Declaration. New or replacement fences shall comply with the Design Standards which may be adopted by the Mead Village Metro District. An Owner shall not modify or replace a Community Fence adjoining its Site without prior Electronically Transmitted or written approval from the Mead Village Metro District. (vi) Additional Requirements in Supplemental Declarations. Notwithstanding the foregoing provisions of this Section 4.1(a),a Supplemental Declaration may adopt additional landscaping and maintenance requirements for Sites subject to such Supplemental Declaration and may provide for maintenance of Community Fences by a Subassociation or Subdistrict,provided that such Supplemental Declaration has been approved by the Declarant and requires approval of such landscaping and maintenance requirements by the Mead Village Metro District. (b) Maintenance of Drainage. All Owners of real property within the Community Area shall be responsible for maintenance of the established drainage pattern on such real property in accordance with the grading plan for the Project Area established by the Declarant and approved by the Town and the Mead Village Metro District. All Principal Builders shall be required to install the required drainage pattern over a Site in accordance with the grading plan for the Site or Project Area. There shall be no interference by any Owner with the established drainage pattern over any property within the Community Area, except as approved in writing by the Mead Village Metro District. Approval shall not be granted unless provision is made for adequate alternate drainage. The Owner of real property for which the established drainage pattern is changed shall be solely liable for the impact of such changes on adjacent Sites, Common Areas, adjacent properties outside the Community Area, or public property. The "established drainage pattern" means the drainage pattern which exists at the time the approved grading of any property is completed and shall include any established drainage pattern shown on any plans approved by the Mead Village Metro District. The established drainage pattern may include the drainage pattern (i) from Common Areas over other portions of the Common Area and over any Site; (ii) from any Site over Common Areas; (iii)from any property owned by the Town, the Mead Village Metro District, or other Persons over any Site; (iv) from any Site over property owned by the Town,the Mead Village Metro District, or other Persons; (v) from any Site over another Site; and (vi) from any Site over properties outside the Community Area. (c) Maintenance of Information. The Declarant, a Subassociation, a Subdistrict, or the Mead Village Metro District may establish a Community Webpage that shall serve as a source of 12 DRAFT advice, information, notices, promulgation, and rules. (d) No Annoying Lights or Odors. No light, odor, or sounds shall be emitted from any property within the Community Area that is noxious or unreasonably offensive to others. Without limiting the generality of the foregoing, no exterior speakers, horns,whistles,bells, or other sound devices, other than security devices used exclusively for security purposes, and, except for those used in connection with the Common Area Facilities, no exterior lights of unreasonable brightness or intensity shall be located or used on any property except with the prior Electronically Transmitted or written approval of the Mead Village Metro District. All materials located upon a Site which create or cause an odor shall be removed immediately by the Owner of the Site. Notwithstanding the foregoing, special gatherings of residents within the community and their invited guests (family parties,block parties, community garage sales and similar activities) which may utilize outdoor lights and speakers may be permitted,provided that the event has first been approved by the Mead Village Metro District and is permitted under all Applicable Laws. Any approval by the Mead Village Metro District under this Section 4.1(d)may impose conditions on the amount of light, noise level, location, hours, number of participants,and other matters in connection with any approval of the gathering or the generation of light or noise or both in the Community Area. (e) No Hazardous Activities. No activity shall be conducted on and no Improvement shall be constructed on any property within the Community Area which is or might be unsafe or hazardous to any Person or property. Without limiting the generality of the foregoing, no firearms shall be discharged upon any property within the Community Area and no open fires shall be lighted or permitted on any property within the Community Area except in a contained barbecue unit while attended and in use for cooking purposes or within an interior or exterior fireplace designed to prevent the dispersal of burning embers. No exploding fireworks shall be discharged within the Community Area and no fireworks shall be permitted unless such fireworks are in compliance with all Applicable Laws. (f) No Mining or Drilling. No property within the Community Area shall be used for the purpose of mining, quarrying, drilling,boring, or exploring for or removing oil, gas, or other hydrocarbons, minerals, rocks, stones, gravel, or earth. (g) No Noxious or Offensive Activity. No noxious or offensive activity shall be carried on upon any Site or other portion of the Community Area. Nothing shall be done or placed on any portion of the Community Area which is or may become a nuisance or cause an unreasonable embarrassment, disturbance, or annoyance to others. (h) No Storage of Explosives. Gasoline. and Similar Substances. No Residential Site shall be used for storage of explosives, gasoline, or other volatile or incendiary materials or devices. Gasoline or fuel for an Owner of a lawn mower, snowblower, and the like may be maintained on an incidental basis on a Site if the amount so kept does not exceed five gallons and is kept in UL approved containers. An Owner of a Commercial Site or an Industrial Site and any other Owner of property within the Community Area shall store gasoline or other volatile or incendiary materials or devices only in a manner that is in strict accordance with all Applicable Laws. (i) No Unsightliness. All unsightly conditions, structures, facilities, equipment, and objects,including snow removal equipment and plows and garden or maintenance equipment when not in actual use, shall be enclosed within an approved structure. The Mead Village Metro District may specify what conditions and objects constitute "unsightliness" by Rules and Regulations duly adopted by the Mead Village Metro District. The Mead Village Metro District may approve outdoor storage of such 13 DRAFT items and conditions for Commercial Sites or Industrial Sites provided that any such proposal conforms with the requirements of Applicable Laws. j) Restoration in the Event of Damage or Destruction. In the event of damage or destruction of any Improvement on any Site,the Owner thereof shall cause the damaged or destroyed Improvement to be restored or replaced in a timely manner to its original condition or such other condition as may be approved in writing by the Mead Village Metro District, or the Owner shall cause the damaged or destroyed Improvement to be demolished and the Site to be suitably landscaped, subject to the approval of the Mead Village Metro District, so as to present a pleasing and attractive appearance. The obligations of an Owner under this Section 4.1(j)may be exercised by a Subassociation when authorized in a duly approved and Recorded Supplemental Declaration. (k) Restrictions on Air Conditioning and Heating Equipment. No heating, air conditioning, solar collectors, evaporative coolers, or refrigeration equipment shall be placed, allowed, or maintained anywhere on a Site or the Common Area or any structure other than within a structure or on the ground and shall be screened from public view in accordance with plans approved by the Mead Village Metro District. Roof mounted solar collectors may be permitted on a case-by-case basis if specifically approved by the Mead Village Metro District. (1) Restrictions on Animals. No animals,livestock, or poultry of any kind shall be raised,bred, or kept on any Residential Site, except that domesticated birds or fish and other small domestic animals permanently confined indoors (not including pot-bellied pigs and other animals capable of being domesticated that are excluded pursuant to Design Standards or Rules and Regulations adopted by the Mead Village Metro District). An aggregate of not more than four domesticated animals (which must be fenced or restrained in a fenced side yard or in the backyard of a Residential Site or kept inside the residence at all times within a Residential Site) will permitted on any Residential Site within the Community Area. Pet fencing may include an invisible fence on or within the perimeter boundary of a Residential Site. Any permitted pets may not be kept, bred, or maintained for any commercial purpose on a Residential Site. Animals may not be leashed or allowed to run in the front yard or unfenced side yards of any Site. No animal of any kind shall be permitted on any Site which, in the opinion of the Mead Village Metro District, makes an unreasonable amount of noise or odor,chases or otherwise harasses wildlife within the Community Area or adjacent public or private properties or is a nuisance. All household pets shall be controlled by their Owner and shall not be allowed off the Owner's Site except when properly leashed and accompanied by the pet Owner or his representative. Each Owner of a household pet shall be financially responsible and liable for any damage caused by said household pet to any Common Area, to wildlife, to Sites owned by any other Persons, injuries to any Persons, or otherwise. Animal waste shall be cleaned up regularly and damaged landscaping shall be replaced as soon as the landscaping is visually unattractive, dead or dying. Within the Community Area, animal waste deposited by an Owner's pet shall be immediately removed by such Owner. (m) Restrictions on Antennae, Pipes, Utility Lines and Transmitters. Pipes for water, gas, sewer, drainage, or other purposes for a Site, and wires, poles,aerials, antennae, satellite dishes, and other facilities for the Telecommunication Facilities or electricity, and utility meters or other utility facilities for a Site shall be kept and maintained, to the extent possible, underground or within an enclosed structure. Any Telecommunication Facility for the transmission or reception of audio, data or video signals (except those located entirely inside a residence) located on a Residential Site shall be screened from view from streets and adjacent Sites. Any Telecommunication Facility for the transmission or reception of audio or visual signals (except those located entirely inside a structure) shall first be approved by the Mead Village Metro District. The Mead Village Metro District shall act 14 DRAFT on applications for approval of satellite dishes and antennae in accordance with the requirements of the Federal Telecommunications Act of 1996, and any applicable regulations adopted pursuant thereto,as such statute and regulations may be amended from time to time. With the approval of the Mead Village Metro District,a master antenna or cable television antennae may,but need not,be provided for use of all Owners or a group of Owners, and the Declarant may grant easements for such purposes. Antennae for shortwave or HAM radio operation are prohibited unless it can be demonstrated that said antennae can be screened from view similar to a television satellite dish or similar equipment or unless the Mead Village Metro District is prohibited from excluding such antennae from the Community Area under applicable federal or state law. (n) Restrictions on Construction Type and Building Height. All construction shall be new. No building previously used at another location nor any building or structure originally constructed as a modular or mobile dwelling or structure may be moved onto a Site, except as expressly hereinafter provided for temporary buildings. No building shall exceed in height the maximum height approved in writing by the Mead Village Metro District. (o) Restriction on Further Subdivision of Sites. The Owner of a Site shall not further subdivide that Site without the approval of the Mead Village Metro District. The Mead Village Metro District may condition its approval upon approval of the Town and compliance with all Applicable Laws. (p) Restrictions on Garbage and Trash. No refuse, garbage, trash,lumber, grass clippings, shrub clippings, tree clippings,plant waste,compost, metal, bulk materials, scrap,refuse, or debris of any kind shall be kept, stored, or allowed to accumulate on any Site except within an enclosed structure or appropriately screened from view, except that any container containing such materials may be placed outside at such times as may be necessary to permit garbage or trash pick-up. All trash containers shall have a cover that is resistant to animals that may be attracted to trash. The Mead Village District may prescribe the types of permitted trash containers by rules which shall be followed by all Owners after adoption. The Mead Village Metro District may contract with a common service to collect and dispose of trash and may require Owners in all or a designated part of the Community Area to use such common service for the collection and disposal of trash. (q) Restrictions on Playground Equipment on Residential Sites. No playground equipment shall be erected on any Residential Site within the Community Area without the prior Electronically Transmitted or written consent of the Mead Village Metro District. No basketball backboards may be attached to a structure. Freestanding basketball backboards shall be made of standard manufacturer's materials and colors. Temporary, portable basketball backboards and poles may not be used within public streets and shall be stored out of view from adjacent properties and streets except when in use. (r) Restriction on Property Uses. All Sites shall be used for residential or commercial purposes as permitted under all Applicable Laws (including,but not limited to, applicable building,zoning, and other requirements of the Town). No residential dwelling erected or maintained within Community Area shall be used or occupied for any purpose other than for a single-family detached dwelling or single-family attached dwelling or for a multi-family dwelling, except in areas zoned for mixed-use purposes which allow residential and commercial uses to be located in the 15 DRAFT same building. Notwithstanding the foregoing,business activities associated with the sale of Sites or residences constructed thereon shall be allowed (including construction trailers, sales offices,and model homes used by Declarant or a Principal Builder), provided that all construction trailers and sale offices of a Principal Builder shall comply with all Applicable Laws and with the Rules and Regulations established for such offices and trailers by the Town,the Declarant,and the Mead Village Metro District. In addition, in-home businesses not involving the servicing of customers or use of employees in the residence, other than the Owners of the Site on which such activities occur or their family members, shall be allowed on Residential Sites if(i)permitted under all Applicable Laws, (ii) such activities are conducted solely within the residence, and (iii) such activities do not(A) create or result in any offensive or noxious activities, (B)constitute a nuisance; or(C)result in customers, employees, or clients coming to the residence for purposes related to the business or parking in the public streets. (s) Restrictions on Sewage Disposal Systems. No cesspool, septic tank or other sewage disposal system shall be installed within the Community Area without the prior Electronically Transmitted or written consent of the Town and the Mead Village Metro District, except a central sewage disposal system installed and maintained by a water and sanitation district or other sanitation agency providing sewage disposal services to a significant portion of the Community Area. Any sewage disposal system installed for property within the Community Area shall be subject to all Applicable Laws and the regulations and rules of the Mead Village Metro District. (t) Restrictions on Signs and Advertising. No sign, poster, billboard, advertising device, or display of any kind shall be erected or maintained anywhere within the Community Area so as to be evident to public view, except signs as may be approved in writing by the Mead Village Metro District or which are permitted herein. A sign advertising a Site for sale or for lease may be placed on such Site;provided, however that the dimensions, color, style, and location of such sign shall be subject to the sign code requirements of the Mead Village Metro District. The provisions of this Section shall not apply to the Declarant or a Principal Builder if such signage is governed by a development or subdivision agreement with the Town. (u) Restriction on Temporary Structures. No tent, shack, storage shed, playhouse, temporary structure, or temporary building other than those placed within the Community Area by the Declarant or a Principal Builder in connection with the sale of Sites or construction and sale of Improvements on Sites shall be placed upon any property within the Community Area except with the prior Electronically Transmitted or written consent of the Mead Village Metro District obtained in each instance, subject to such conditions or restrictions as may be required by the Mead Village Metro District. No building materials shall be stored on any Site except temporarily during continuous construction of an Improvement on the same Site or inside a residence. (v) Restrictions on Trailers, Campers,and Vehicles. No boat, camper(on or off supporting vehicles),trailer, tractor,truck(other than a 'A-ton or smaller pick-up truck not used for commercial purposes),towed trailer unit,motorcycle, snowmobiles, disabled,junk, or abandoned vehicles, motor home, mobile home, camper, recreational vehicle, or any other vehicle,the primary purpose of which is recreational, sporting, or commercial use, shall be parked or stored in, on, or about any Site or street within the Community Area, except within the attached garage or unless such vehicles are concealed from view in a location which is first approved by the Mead Village Metro District. Notwithstanding the foregoing, the Mead Village Metro District may approve outdoor storage of such 16 DRAFT items on Commercial Sites and Industrial Sites,provided that any such proposal complies with the requirements of all Applicable Laws. The Mead Village Metro District shall have the right to enter an Owner's Site to remove and store, at such Owner's expense, vehicles in violation of this Section. An Owner shall be entitled to 30 days Electronically Transmitted or written notice prior to such action. Parking of motor vehicles and the types of equipment listed above on public and private streets or driveways within the Community Area shall be prohibited, unless permitted by the Mead Village Metro District pursuant to duly-adopted Rules and Regulations which shall be consistent with all Applicable Laws. (w) Restriction on Vehicle Repairs. No maintenance (other than washing and polishing vehicles), servicing, repair, dismantling, or repainting of any type of vehicle, boat, trailer, machine, or device may be carried on upon any Residential Site, except within a completely enclosed structure which screens the sight, sound, and odor of the activity from the street and from other Sites, Common Areas, and public property. (x) Restrictions on Water Systems. No individual water supply or water softener system shall be installed or maintained for any property within the Community Area unless such system is approved in writing by the Town and the Mead Village Metro District and is constructed, designed,equipped, and located in accordance with all Applicable Laws and the recommendations, requirements, and standards of the Town and the Mead Village Metro District. (i) Non-Potable Water. Certain water that is or may be in the Community may be non-potable and should not be used as drinking water or for any use which might result in consumption of the same. Each Owner is solely responsible for any adverse consequence or reaction from consumption of any non-potable water by the Owner, a member of the Owner's family, a tenant, guest, or invitee of such Owner, or any animal(s) (such as dogs) for which such Owner is responsible. Further, neither the Declarant nor the Mead Village Metro District plan to attempt to protect any Person, animal or property from, or to provide any physical barriers or impediments to, any water in the Community. Neither the Declarant nor the Mead Village Metro District plan to provide signage warning about the possible dangers of consumption of non-potable water or other matters. THE DECLARANT, THE MEAD VILLAGE METRO DISTRICT, PRINCIPAL BUILDERS, BOARD OF DIRECTORS, DESIGN REVIEW COMMITTEE,AND THEIR OFFICERS,DIRECTORS, MEMBERS, PARTNERS,AGENTS AND EMPLOYEES, HEREBY DISCLAIM ANY RESPONSIBILITY FOR THE SAFETY OF ANY PERSONS OR PROPERTY WITH RESPECT TO NON- POTABLE WATER. THE LIMITATION ON LIABILITY SET OUT IN SECTION 10.15 OF THIS MASTER DECLARATION SHALL APPLY TO THIS SECTION. (y) Restrictions on Construction Activities. Normal construction activities carried out by the Declarant or a Principal Builder within the Community Area or carried out by an Owner or Owner's contractor in connection with Improvements to Property approved by the Mead Village Metro District or a similar committee created under a Supplemental Declaration shall not be deemed a violation of any of the provisions of this Article 4. All contractors (including a Principal Builder) engaged in construction activities within the Community Area shall ensure that(i)all construction activities comply with all Applicable Laws, (ii)construction debris is removed from the Community Area on a regular basis, (iii) streets are cleaned of mud, dirt, and debris caused by such contractor or its subcontractors,and (iv) any damage to curbs, sidewalks, streets, Telecommunication Facilities, Utilities, and any other Improvements within the Community Area caused by such contractor or any of 17 DRAFT its subcontractors is repaired in a timely manner. 4.2 Enforcement of Covenants, Limitations, and Restrictions. Each Owner,by its acceptance of title to a Site, hereby assigns and delegates to the Mead Village Metro District, in its own name as an Owner of property within the Community Area and on behalf of all Owners of Sites,the authority, power, right, and responsibility to enforce the covenants, limitations, and restrictions contained in this Article 4 and the other covenants, limitations, and restrictions set forth in this Master Declaration (collectively, the "Limitations and Restrictions"). The enforcement of the Limitations and Restrictions shall be conducted by the Mead Village Metro District in accordance with Applicable Law and the following: (a) Entry onto Site. Each Owner,by its acceptance of title to a Site, hereby grants the Mead Village Metro District permission to enter the Site of the Owner and cure a breach or violation of a Limitation or Restriction or cause compliance with this provision and to recover the costs and expenses incurred in so doing;provided, however,that there shall be no entry into the interior of an Improvement intended for human occupancy without the consent of the Owner thereof unless a clear emergency exists. (b) Non-Liability for District Action or Inaction. There shall be no liability imposed on any of the Benefitted Parties for any and all causes of action, claims, costs,damages, expenses, liabilities, and other claims arising directly or indirectly from or otherwise in connection with the performance of the duties imposed upon any Subassociation or Subdistrict or the Mead Village Metro District by this Master Declaration (including, but not limited to,the provisions of this Article 4). Neither the Mead Village Metro District nor any Subassociation or Subdistrict shall be responsible for reviewing(nor shall its approval of an Improvement to Property be deemed approval of),any aspect of the ownership or use of a Site from the standpoint of either(i) safety, whether structural or otherwise, or(ii) conformance with building codes or other Applicable Laws. (c) No Implied Waiver or Estoppel. No action or failure to act by the Mead Village Metro District, shall constitute a waiver or estoppel with respect to future action by the Mead Village Metro District with respect to any Limitation and Restriction. (d) Delegation and Termination of Rights. The enforcement of the Limitations and Restrictions hereof may be delegated in whole or in part by the Mead Village Metro District to a Subassociation or Subdistrict with respect to a portion of the Community Area described in a deed or Notice of Annexation; provided, however, that any such delegation shall not relieve the Mead Village Metro District of its obligations and rights to enforce the Limitations and Restrictions in its own name. Notwithstanding the foregoing, the Mead Village Metro District may resign its duties with respect to the Limitation and Restrictions at any time following the termination of the Facilities Construction Agreement by Recording a notice of resignation (the "Notice of Resignation")in which the District(i) assigns to the Mead Village Metro District its right to enforce the Limitations and Restrictions and its rights pursuant to the Easements (as more particularly set forth in Article 5 hereof)and(ii)resigns from its duties to enforce the Limitations and Rights. Upon the Recording of a Notice of Resignation, the Mead Village Metro District may assume such duties directly, in which event it shall have and enjoy all of the rights granted to the Mead Village Metro District pursuant to this Article 4 (including, but not limited to, the right to delegate one or more of such duties to a third party). 18 DRAFT (e) Attorneys' Fees and Costs. If the Mead Village Metro District commences an action or arbitration proceeding to enforce any of the Limitations and Restrictions and the arbitrator or judge in such proceeding determines that the Mead Village Metro District is the prevailing party, then, as a part of any award or judgment which such arbitrator or judge may award, the Mead Village Metro District shall also be awarded its costs and reasonable attorneys'fees incurred by it in such proceeding. (f) Fines. The Mead Village Metro District shall have the right to levy and collect fines for the violation of any provision of any of the Limitations and Restrictions or Rules and Regulations. Prior to collection of any fines,the Mead Village Metro District, the Board of Directors, or an authorized management company of the Mead Village Metro District, shall give Electronically Transmitted or written notice of violation to the Owner(s) alleged to be in violation of any such provision and such notified Owner(s) has a right to a hearing upon submission to the Board of Directors of a written request for hearing,which is properly signed by such Owner(s) and dated,within ten(10)days after the notice of violation has been mailed or such other time as the Board of Directors may decide in its discretion from time to time; failure of a notified Person to request a hearing in writing within the required time period shall constitute a waiver of such right to a hearing. ARTICLE 5. EASEMENTS AND DISCLOSURES 5.1 Easements. In addition to any other easements which may be granted or reserved elsewhere in this Master Declaration, this Article 5 describes (a)the disclosures regarding the Project Area and the easements (the "Easements")that are declared,established, granted, and reserved hereby as more particularly set forth in Sections 5.2 through 5.8 hereof, (b) the limitations on the Easements declared, established, granted, and reserved hereby(Section 5.9 hereof), and (c)the easements and other matters to which the Community Area is or may be subject(Section 5.11 hereof). 5.2 Easements for Access. The Declarant hereby declares, establishes, grants,and reserves easements over each Site in favor of the Mead Village Metro District, including the agents, contractors, and employees thereof, for performing maintenance, repair, or replacement or other services as provided in this Master Declaration,including,without limitation,maintenance,repair, or replacement pursuant to Article 4 hereof If damage is inflicted or if a strong likelihood exists that damage will be inflicted on the Common Area, any other property, or any Site, then(a) the Owner or Owners responsible for such damage will be responsible for the cost and expense of repairing or avoiding such damage and (b) the Mead Village Metro District may, at its option, take steps necessary to avoid or mitigate damage and, if an Owner or Owners are responsible for such damage, then such Owner or Owners will reimburse the Mead Village Metro District the cost and expense of avoiding or repairing such damage. Further,the rights and easements granted in this Section may be exercised only during reasonable hours after reasonable notice to the Owner or Owners or occupant or occupants of any affected Site; provided,however, that no such notice shall be required in connection with any exterior, non-intrusive maintenance and in emergency situations entry upon a Site may be made at any time,provided that the Owner or Owners or occupant or occupants of each affected Site shall be warned of impending emergency entry as early as is reasonably possible. The interior of any residence located on a Site shall not be subject to the easements provided for in this Section. 5.3 Easements for Drainage Patterns. The Declarant hereby declares, establishes, grants, and reserves, to itself and to the Mead Village Metro District, easements for the general drainage patterns established on real property in the Community Area by the drainage plan for the Project Area that has 19 DRAFT been approved by the Town and the Mead Village Metro District. The Declarant reserves to itself and to the Mead Village Metro District the right to enter in and upon each five-foot rear and side yard drainage easements established pursuant to Section 5.4 hereof, at any time, to construct, repair, replace, or change drainage structures or drainage ways, or to perform such grading, drainage, or corrective work as the Declarant or the Mead Village Metro District may deem necessary or desirable in their sole discretion from time to time to maintain drainage in accordance with the general drainage pattern established for the Project Area. 5.4 Easements for Drainage on Sites. The Declarant hereby declares, establishes, grants, and reserves, to itself and to the Mead Village Metro District, easements for drainage and drainage facilities across the five rear feet and five side feet of each Site; provided, however that if a residence is located upon any of the areas described in this Section 5.4, then such easement shall be reduced in width to the width of the distance from the nearest Site line to the exterior wall of the dwelling unit on such Site that is nearest to such Site line. Except for residences as provided in this Section 5.4, no Improvements shall be placed or permitted to remain on any Site, nor shall any change in grading be permitted to exist,which may change the direction of flow or obstruct or retard the flow of water or other moisture through channels or swales within such rear and side yard drainage easements. The Declarant reserves to itself and to the District the right to enter in and upon each five-foot rear and side yard drainage easements, at any time, to construct, repair,replace or change drainage structures or drainage ways, or to perform such grading, drainage or corrective work as the Declarant or the Mead Village Metro District may deem necessary or desirable in its sole discretion from time to time. 5.5 Easement for Encroachments. To the extent that any Improvement on a Site, or on the Common Area, encroaches on any other Site or Common Area, the Declarant hereby declares, establishes, grants, and reserves a valid easement for such encroachment. 5.6 Easements and Disclosures Regarding Common Area Facilities. The following disclosures are made and easements established with respect to the Common Area Facilities: (a) Easement for Operation of Common Area Facilities. The Declarant hereby declares, establishes, grants, and reserves to itself, to the Town, to the Mead Village Metro District, and to any Subassociation .or Subdistrict allocated the responsibility of operating a Common Area Facility, and to their respective assigns, concessionaires, licensees, and representatives, a nonexclusive easement over the Community Area for the purpose of permitting(i)the performance of every act necessary and proper for the operation and use of the Common Area Facilities, (ii)the effect on such Site of one or more of the risks disclosed hereby as one of the Common Area Facilities Risks (as that term is defined in Section 2.12 hereof), (iii)light, noise, and sound emanating from the operation and use of the Common Area Facilities for their intended uses and purposes, and (iv)overspray in connection with the watering or fertilizing of the Common Area Facilities. (b) Proximity to the Common Area Facilities: Acceptance and Acknowledgment of Risks. Portions of the Community Area and the Annexable Area adjoin, are adjacent to,border, or are otherwise in the vicinity of the Common Area Facilities and are subject to the Common Area Facilities Risks. Each Owner and each Resident, by acceptance of a deed to a Site or the use or occupancy of a structure within the Community Area, is hereby deemed to have assumed and agreed to accept the Common Area Facilities Risks. By acceptance of a deed to a Site, each Owner hereby acknowledges 20 DRAFT that portions of the Community Area adjoin, are adjacent to, border, or are otherwise in the vicinity of the Common Area Facilities and are subject to the Common Area Facilities Risks. By the use or occupancy of a structure, each Resident hereby acknowledges that portions of the Community Area adjoin, are adjacent to, border, or are otherwise in the vicinity of the Common Area Facilities and are subject to the Common Area Facilities Risks. (c) Release by Owner of Claims Relating to Risks. Each Owner agrees that,by acceptance of a deed to a Site within the Community Area,and each Resident, by occupancy of a structure within the Community Area, hereby(i)discharges and releases the Benefitted Parties (as that term is defined in Section 2.6 hereof) from all Claims (as that term is hereinafter defined)and(ii) waives all Claims against the Benefitted Parties. The foregoing discharge,release, and waiver are made by each Owner and Resident to the fullest extent permitted by the law and for and on behalf of itself, its assigns, executors, heirs, guests, invitees, lessees, personal representatives, representatives, and successors, and for any person occupying any Improvement on the Community Area by, through, under,or with the permission of each Owner and Resident. As used in this Section 5.6(c) and in Section 5.6(d) hereof, the term "Claims" means any and all causes of action, claims, costs, damages, expenses, liabilities, and other claims arising directly or indirectly from or otherwise in connection with the Common Area Facilities, and the Common Area Facilities Risks,whether caused by the negligence or conduct of the Benefitted Parties(including, without limitation, the negligent design, development, construction, operation, or use of the Common Area Facilities). (d) Covenant Not to Sue. Each Owner, by acceptance of a Site, and each Resident, by the use or occupancy of a structure within the Community Area, hereby further agrees that it will not assert, institute, maintain, or prosecute any Proceeding(as that term is hereinafter defined) against the Benefitted Parties, or any of them,for or on account of any Claim. As used herein, the term "Proceeding" means any action,civil action, suit at law, claim in equity, arbitration, or other proceeding against the Benefitted Parties or any of them. 5.7 Easement and Reserved Rights for Telecommunication Facilities, Telecommunication Services, and Utilities. The Declarant hereby declares, establishes, grants, and reserves the following easements and rights with respect to Telecommunication Facilities, Telecommunication Services, and Utilities: (a) Easement. The Declarant hereby declares, establishes, grants, and reserves for the benefit of itself,the Mead Village Metro District a blanket easement(the "Telecommunication Facilities and Utilities Easement")upon, across, over, and under the Community Area for Telecommunication Facilities and Utilities and for the construction, installation, maintenance, replacement, and repair of Telecommunication Facilities and Utilities. By virtue of the Telecommunication Facilities and Utilities Easement, it shall be expressly permissible for the Declarant, the Mead Village Metro District, and their respective assignees or designees to (i)erect and maintain the necessary appurtenances, equipment, lines, and other facilities on the Community Area that are needed for Telecommunication Facilities and Utilities and (ii) affix, maintain,repair, and replace the necessary appurtenances, equipment, lines, and other facilities necessary or desirable for the operation, repair,replacement, and use of the Telecommunication Facilities and the Utilities. (b) Reserved Rights. The Declarant declares, establishes, grants, and reserves the 21 DRAFT right for itself, and the Mead Village Metro District to (i)grant the use of the Telecommunication Facilities and Utilities Easement to contractors,licensees,Principal Builders, providers of Telecommunication Services, and utility companies, together with the respective contractors, designees, licensees, and subcontractors of such parties, (ii) contract with a common provider of one or more Telecommunication Services on such conditions,provisions,and terms (including length of the term over which such Telecommunication Services will be provided, the type of Telecommunication Services to be provided, and the cost of such Telecommunication Services), (iii)receive a marketing fee from providers of Telecommunication Services, and (iv)require Owners in all or a designated part of the Community Area to use one or more common providers of one or more types of Telecommunication Services. If any provider of Telecommunication Services,utility, or quasi-utility company furnishing Telecommunication Services or Utilities requests a specific easement by separate Recordable document, the Declarant declares, establishes, grants, and reserves the right to grant such easement upon, across, over, or under any part or all of the Community Area without conflicting with the terms hereof. 5.8 Easement for Unannexed Property. The Declarant hereby declares, establishes, grants, and reserves,for the use and benefit of the Annexable Area, the following nonexclusive,perpetual easements and right of ways on, over and across the roads, driveways, streets, sidewalk, access ways and similar Common Area, now or hereafter constructed, erected,installed,or located in or on the Community Area(herein collectively the"Annexable Area Easement"): (a) an easement and right of way for pedestrian and vehicular access,ingress,and egress to and from the Annexable Area or any portion thereof, (b)an easement and right of way for Telecommunication Facilities and Utilities that may now or hereafter serve the Annexable Area or any portion thereof, and (c) an easement for the construction, erection, installation, location, storage, maintenance,renovation, repair, replacement, and use of Improvements for Telecommunication Facilities and Utilities that may now or hereafter serve the Annexable Area or any portion thereof. By virtue of this Annexable Area Easement, the Declarant generally intends to provide for pedestrian and vehicular access and for Telecommunication Services and Utilities to those portions of the Annexable Area that have not been included, from time to time, in the Community Area. Hence, the Annexable Area Easement shall be in effect for each portion of the Annexable Area, from and after Recording of this Master Declaration, but shall cease to be effective as to each portion of the Annexable Area at such time as (A) such portion of the Annexable Area has been annexed into the Community Area and become subject to the terms of the Master Declaration and (B) the Declarant's right to withdraw such portion of the Annexable Area from this Master Declaration has expired. 5.9 Limitations on Easements. Notwithstanding anything to the contrary contained herein, the Easements declared, established, granted, and reserved in Sections 5.2 through 5.8 hereof(a) shall in no way affect, avoid, extinguish, or modify any other Recorded covenants, easements, limitations, reservations, or restrictions affecting all or part of the Community Area, (b)may be amended, limited, modified, restricted, or terminated by the Declarant by means of a Recorded instrument, and (c) shall not be interpreted or construed as preventing or precluding the construction, operation,and use of any structure or use on any Site which is otherwise permitted by the terms of this Declaration or which is otherwise approved by the Mead Village Metro District. 5.10 Delegation and Termination of Rights. The duties, easements,responsibilities, and rights that are reserved and granted pursuant to Sections 5.2 through 5.8 hereof may be delegated in 22 DRAFT whole or in part by the Declarant or the Mead Village Metro District to (a) an agent or management company that is acting on behalf of the Mead Village Metro District with respect to all or part of the Community Area, or(b) a Subassociation or Subdistrict with respect to a portion of the Community Area described in a deed or Notice of Annexation;provided, however,that any such delegation shall not relieve the Mead Village Metro District of its obligations and rights hereunder. The right and authority of the Declarant pursuant to Sections 5.2, 5.3, 5.4, 5.7, and 5.10 hereof shall automatically cease at such time as the Declarant owns no real property in the Project Area, at which time the foregoing reserved rights shall vest solely in the Mead Village Metro District. 5.1 I Recorded Easements. In addition to all easements and rights-of-way of Record at or before Recordation of this Master Declaration,the Community Area, and all portions thereof, shall be subject to the easements shown on any Plat of the Community Area, or any portion thereof Further, portions of the Community Area and the Project Area are now or may hereafter be subject to the easements, licenses,and other Recorded documents, or any of them, set forth on Exhibit C attached hereto and incorporated herein by this reference. ARTICLE 6. ARCHITECTURAL APPROVAL 6.1 Approval of Improvements Required. The approval of the Mead Village Metro District shall be required for any Improvement to Property on any Site except(a)for any Improvement to Property made by the Declarant or by a homebuilder which is designated a "Principal Builder" by the Declarant and who has received Electronically Transmitted or written approval for such Improvement from the Declarant and (b)where prior approval of an Improvement to Property has been waived or certain Improvements to Property has been exempted in writing or under Electronically Transmitted or written guidelines, rules, or Design Standards promulgated by the Mead Village Metro District. The Mead Village Metro District may delegate some or all of its authority under this Master Declaration to such agents, committees,or subcommittees as the Mead Village Metro District may designate for such purpose from time to time or,with approval of the Board of Directors of a Subassociation, to a design review committee or similar body created pursuant to a Supplemental Declaration. Members of a committee or subcommittee need not be members of the Board of Directors of the Mead Village Metro District or Owners, and agents appointed by the Mead Village Metro District to perform design review functions need not be members of the Board of Directors of the Mead Village Metro District or Owners. Procedures governing the operations of such agents, committees, and subcommittees shall be adopted by the Mead Village Metro District, and any delegation of authority to an agent, committee, or subcommittee may be revoked at any time by the Board of Directors of the Mead Village Metro District. 6.2 Improvement to Property Defined. "Improvement to Property" requiring approval of the Mead Village Metro District means and include,without limitation: (a)the construction, installation, erection, or expansion of any building, structure, or other Improvement,including utility facilities and fences; (b) the demolition or destruction,by voluntary action, of any building, structure, or other Improvement; (c)the grading, excavation, filling, or similar disturbance to the surface of the land including, without limitation, change of grade, change of ground level, change of drainage pattern, or change of stream bed; (d) installation of landscaping on a Site or replacement of more than 5% of the total organic landscaped area on a Site with non-organic landscape materials; and (f) any change or alteration of any previously approved Improvement to Property, including any change of exterior appearance, color, or texture. 23 DRAFT 6.3 Submission of Plans. Prior to commencement of work to accomplish any proposed Improvement to Property, the Person proposing to make such Improvement to Property("Applicant") shall submit to the Mead Village Metro District at its offices or at such place as it may designate for such purpose such descriptions, sketches, surveys, plot plans, drainage plans, elevation drawings, construction plans, specifications, and samples of materials and colors as the Mead Village Metro District shall reasonably request showing the nature, kind, shape, height,width, color, materials, and location of the proposed Improvement to Property. The Mead Village Metro District may require submission of additional plans, specifications, or other information prior to approving or disapproving the proposed Improvement to Property. Until receipt by the Mead Village Metro District of all required design review fees and materials in connection with the proposed Improvement to Property, the Mead Village Metro District may postpone review of any materials submitted for approval. 6.4 Criteria for Approval. The District shall approve any proposed Improvement to Property only if it deems in its reasonable discretion that the Improvement to Property in the location indicated will not be detrimental to the appearance of the surrounding areas of the Community Area as a whole; that the appearance,exterior design,materials, and colors of the proposed Improvement to Property will be in harmony with the surrounding areas of the Community Area; that the Improvement to Property will not detract from the beauty, wholesomeness, and attractiveness of the Community Area or the enjoyment thereof by Owners; that the proposed changes in topography,if any,properly relate to adjacent Sites and the Community Area as a whole; that the proposed Improvement to Property complies with all applicable public and private development restrictions,including all development restrictions set forth on a Plat or other development approval by the Town, and that the upkeep and maintenance of the proposed Improvement to Property will not become a burden on the Mead Village Metro District or the Owners. 6.5 Design Standards. The Mead Village Metro District has issued Design Standards relating to approval criteria, recommended materials and designs, submission and approval procedures, materials to be submitted, fees, and additional factors which will be taken into consideration in connection with the approval of any proposed Improvement to Property. The Design Standards, or the Mead Village Metro District on a case-by-case basis, may specify circumstances under which the strict application of limitations or restrictions under this Master Declaration may be waived or deemed waived in whole or in part because strict application of such limitations or restrictions would be unreasonable or unduly harsh under the circumstances. The Design Standards, or the Mead Village Metro District on a case-by-case basis, may waive the requirement for approval of certain Improvements to Property or exempt certain Improvements to Property from the requirement for approval, if such approval is not reasonably required to carry out the purposes of this Master Declaration. The Mead Village Metro District may, from time to time, amend the Design Standards in order to better achieve the general planning and development objectives set forth in the Design Standards. 6.6 Design Review Fee. The Mead Village Metro District may provide for the payment of a fee to accompany each request for approval of any proposed Improvement to Property. The Mead Village Metro District may provide that the amount of such fee shall be uniform for similar types of any proposed Improvement to Property or that the fee shall be determined in any other reasonable manner, such as based upon the estimated cost of the proposed Improvement to Property, the complexity of the Improvements and plans being reviewed, and the anticipated costs to be incurred by the Mead Village Metro District in reviewing the application. 6.7 Design Decisions of District. Any decision of the Mead Village Metro District shall be made within the time period specified in the Design Standards, but in no event later than(a)60 days 24 DRAFT after receipt by the Mead Village Metro District of the Applicant's request, any materials required by the Mead Village Metro District, and the design review fee or(b) such time period as the Applicant and the Mead Village Metro District may agree upon in writing. The Mead Village Metro District's decision shall be in writing and may be Electronically Transmitted to the parties affected by the decision. The Mead Village Metro District may adopt a streamlined or accelerated review and approval schedule and procedure to grant quicker approval for such minor improvements as basketball backboards, exterior house painting, swing sets,play structures, awnings, or similar minor structures and changes, which procedure may include review and approval by an agent of the Mead Village Metro District. The decision of the Mead Village Metro District shall be promptly transmitted to the Applicant at the address furnished by the Applicant to the Mead Village Metro District. The Mead Village Metro District shall maintain records of all submissions, approvals and disapprovals, and correspondence. 6.8 Failure of Mead Village Metro District to Act on Plans. Any request for approval of a proposed Improvement to Property shall be deemed approved,unless disapproval or a request for additional information or materials is transmitted to the Applicant by the Mead Village Metro District within 60 days after the date of receipt by the Mead Village Metro District of all required fees and materials. If additional fees, information, or materials are requested by the Mead Village Metro District,the 60 day time period within which the Mead Village Metro District is required to make its decision shall be automatically extended to 60 days after the Mead Village Metro District receives the requested fees,information, or materials. 6.9 Prosecution of Work After Approval. After approval of any proposed Improvement to Property,the proposed Improvement to Property shall be accomplished as promptly and diligently as possible and in complete conformity with the description of the proposed Improvement to Property, any materials submitted to the Mead Village Metro District in connection with the proposed Improvement to Property, and any conditions imposed by the Mead Village Metro District. Failure to complete the proposed Improvement to Property within 12 months after the date of approval or such other period or extension of the initial 12 month period as specified in writing by the Mead Village Metro District or by an Electronically Transmitted communication from the Mead Village Metro District, or to complete the Improvement to Property in accordance with the description and materials furnished to,and the conditions imposed by, the Mead Village Metro District, shall constitute noncompliance with the requirements for approval of the Improvement to Property. 6.10 Notice of Completion. Upon completion of the Improvement to Property, the Applicant shall give written Notice of Completion to the Mead Village Metro District. Until the date of receipt of such Notice of Completion, the Mead Village Metro District shall not be deemed to have notice of completion of such Improvement to Property. 6.11 Inspection of Work. The Mead Village Metro District or its duly authorized representative shall have the right to inspect any Improvement to Property prior to,during, or after completion, provided that the right of inspection shall terminate 60 days after the Mead Village Metro District shall have received a Notice of Completion from Applicant. 6.12 Notice of Noncompliance. If, as a result of inspections or otherwise,the Mead Village Metro District finds that any Improvement to Property has been done without obtaining the approval of the Mead Village Metro District or was not done in complete conformity with the description and materials furnished to, and any conditions imposed by, the Mead Village Metro District or was not completed within 12 months after the date of approval by the Mead Village Metro District or such other period as may have been specified in writing by the Mead Village Metro District,the Mead Village 25 DRAFT Metro District shall notify the Applicant in writing or by an Electronically Transmitted communication of the noncompliance, which notice shall be given,in any event, within 60 days after the Mead Village Metro District receives a Notice of Completion from the Applicant. The notice shall specify the particulars of the noncompliance and shall require the Applicant to take such action as may be necessary to remedy the noncompliance. 6.13 Failure of District to Act After Completion. Failure of the Mead Village Metro District to inspect the work shall not relieve the Applicant from its obligations to comply with this Master Declaration or all conditions of approval or prevent the Mead Village Metro District from pursuing all remedies available to it in the event of any noncompliance. 6.14 Correction of Noncompliance. If the Mead Village Metro District determines that a noncompliance exists, the Applicant shall remedy or remove the same within a period of not more than 45 days from the date of receipt by the Applicant of Notice of Noncompliance from the Mead Village Metro District. If the Applicant does not comply with the Mead Village Metro District ruling within such period, the Mead Village Metro District may, at its option, Record a Notice of Noncompliance against the real property on which the noncompliance exists, may enter upon such property and remove the noncomplying Improvement to Property, or may otherwise remedy the noncompliance, and the Applicant shall reimburse the Mead Village Metro District,upon demand, for all expenses,including attorneys' fees, incurred therewith. If such expenses are not promptly repaid by the Applicant or Owner to the Mead Village Metro District, the Mead Village Metro District may bring an action in the District Court for the Mead Village Metro District to obtain a judgment for such costs and expenses,which shall include all attorney fees and costs incurred by the Mead Village Metro District in connection with such action. The right of the Mead Village Metro District to remedy or remove any noncompliance shall be in addition to all other rights and remedies which the Mead Village Metro District may have at law,in equity, or under this Master Declaration. The Applicant and Owner of the Site shall have no claim for damages or otherwise on account of the entry upon the property and removal of the noncomplying Improvement to Property. 6.15 No Implied Waiver or Estoppel. No action or failure to act by the Mead Village Metro District, including the granting of a variance, shall constitute a waiver or estoppel with respect to future action by the Mead Village Metro District with respect to any Improvement to Property. Specifically, the approval of the Mead Village Metro District of any Improvement to Property or granting of a variance shall not be deemed a waiver of any right or an estoppel to withhold approval or consent for any similar Improvement to Property on the same Site or any other Sites or any similar proposals,plans, specifications, or other materials submitted with respect to any other Improvement to Property on the same Site or any other Site. 6.16 District Power to Grant Variances. The Mead Village Metro District may authorize variances from compliance with any of the provisions of this Master Declaration, including restrictions upon height, size, floor area, or placement of structures or similar restrictions,when circumstances such as topography, natural obstructions, hardship, or aesthetic or environmental consideration may require. Such variances must be evidenced in writing or Electronically Transmitted. If any such variance is granted,no violation of the provisions of this Master Declaration shall be deemed to have occurred with respect to the matter for which the variance was granted; provided,however, that the granting of a variance shall not operate to waive any of the provisions of this Master Declaration for any purpose except as to the particular property and particular provision hereof covered by the variance, nor shall the granting of a variance affect in any way the Owner's obligation to comply with all governmental laws and regulations affecting the property concerned, including,but not limited to, zoning ordinances and setback lines or requirements imposed by any governmental authority having jurisdiction. 26 DRAFT 6.17 Certificate Regarding Action. The Mead Village Metro District shall,upon the reasonable request of any interested Person and after confirming any necessary facts, furnish a certificate with respect to the approval or disapproval of any Improvement to Property or with respect to whether any Improvement to Property was made in compliance herewith. 6.18 Nature of Mead Village Metro District Action Regarding Design Matters. The Mead Village Metro District shall review plans and inspect Improvements to Property for the purpose of determining whether such plans and Improvements comply with the Design Standards established by the Mead Village Metro District. An approval by the Mead Village Metro District is not intended to and shall not constitute compliance with the requirements by an Applicant or an Owner with the Applicable Laws (including, but not limited to,those governing the issuance of building permits and certificates of occupancy, building codes, and safety codes) regarding Improvements to Property, and it shall be the responsibility of all Applicants and all Owners to obtain building permits,construct the Improvements in compliance with applicable building codes, obtain certificates of occupancy, and otherwise comply with all Applicable Laws relating to Improvements to Property. 6.19 Non-Liability for Design Review Action. There shall be no liability imposed on the Mead Village Metro District, any member of the Board of Directors of the Mead Village Metro District, any agent of the Mead Village Metro District, or any committee or subcommittee appointed by the Mead Village Metro District, any member of such committee or subcommittee, any Principal Builder,or the Declarant (or their respective owners, officers, directors,managers and employees) for any loss, damage, or injury arising out of or in any way connected with the performance of the duties of the Mead Village Metro District pursuant to this Article 6 unless due to the willful misconduct of the party to be held liable. In reviewing any matter,the Mead Village Metro District shall not be responsible for reviewing, nor shall its approval of an Improvement to Property be deemed approval of, the Improvement to Property from the standpoint of safety,whether structural or otherwise, or conformance with any Applicable Laws(including building codes or other governmental laws or regulations). 6.20 Construction Period Exception. During the course of actual construction of any permitted structure or Improvement to Property, the provisions contained in this Master Declaration as to the Site upon which the construction is taking place shall be deemed to have been suspended temporarily to the extent necessary to permit such construction provided that(a) construction is proceeding with due diligence, (b)nothing is done which will result in a violation of any of the provisions of this Master Declaration upon completion of construction, and (c)nothing is done which will constitute a nuisance or unreasonable interference with the use and enjoyment of other property. ARTICLE 7. IMPOSITION OF A TRANSFER FEE 7.1 Imposition of a Transfer Fee. Except as hereinafter provided,the Declarant hereby imposes a Transfer Fee upon all Transfers. Each Owner of a Site,by acceptance of a deed therefore, whether or not it shall be so expressed in such deed, agrees and covenants and shall be personally obligated to pay to the Mead Village Metro District the Transfer Fee, with such Transfer Fee to be collected as hereinafter provided. The obligation for the payment of the Transfer Fee by each Transferor and each Transferee is an independent covenant with all amounts due,from time to time, 27 DRAFT payable in full when due without deduction or set-off. All Owners of each Lot shall be jointly and severally liable to the Mead Village Metro District for the payment of the Transfer Fee, and each Transfer Fee shall also be the personal obligation of the Transferor and the Transferee at the time a Site was transferred. 7.2 Collection and Payment of Transfer Fee. The Mead Village Metro District shall be responsible for and shall collect the Transfer Fee at the time of each Transfer of a Site;provided, however, the Mead Village Metro District may delegate the collection of the Transfer Fee to a title insurance company or a third party. The Transfer Fee shall be payable at the time of each Transfer. In the absence of an agreement between the Transferor and the Transferee to the contrary,the Mead Village Metro District shall collect one-half of the Transfer Fee from the Transferor and one-half of the Transfer Fee from the Transferee. 7.3 Effect of Nonpayment of Transfer Fee. If a Transfer occurs with respect to which a Transfer Fee is due but not paid, then the unpaid Transfer Fee shall be a lien upon the transferred Site that(a) is subordinate to the lien of any First Mortgage on a Site,but prior to all other encumbrances and liens and (b)will bear interest at a rate equal to the prime rate of interest described in the "Money Rates" section of The Wall Street Journal(or, if The Wall Street Journal ceases to be published or ceases to publish a prime rate of interest or comparable rate in its "Money Rates" section or ceases to publish a "Money Rates" section, then a comparable index selected by the Mead Village Metro District) from the date of the transfer until the date of payment. The Mead Village Metro District may foreclose upon the lien of the Transfer Fee in the same manner that a mortgage is foreclosed upon in the State of Colorado, may file an action against the Transferor or the Transferee or both to collect the Transfer Fee in the same manner that actions are brought to collect sums due on account, or may pursue such other remedies and rights as it may have at law, in equity, or otherwise under the laws of the State of Colorado. If an action is brought to collect all or part of a Transfer Fee, then the Mead Village Metro District shall also be entitled to an award of its court costs and reasonable attorneys'fees incurred in the collection of the Transfer Fee. 7.4 Certificate of Status of Transfer Fee. The Mead Village Metro District, from time to time,may issue certificates evidencing the amount of unpaid Transfer Fees due with respect to a particular Site. 7.5 Restriction on Amendment of Transfer Fee. Notwithstanding anything to the contrary contained herein, the provisions of this Master Declaration regarding the payment of a Transfer Fee may not be amended, modified, repealed, terminated, or waived without the prior written consent of the Mead Village Metro District. 7.7 Exclusions from Imposition of Transfer Fees. Notwithstanding anything to the contrary contained herein and subject to the terms of this Section 7.7, the following Transfers of a Site shall be exempt from and not subject to the imposition of a Transfer Fee: (a) a Transfer from a Transferor to a Transferee who is the spouse of a Transferor, (b)a Transfer from a Transferor to a Transferee resulting from an order of court, a dissolution of a marriage, or by operation of law, (c) a Transfer from a Transferor to a Transferee resulting from a devise,bequest, or other transfer made in connection with a probate proceeding involving a Transferor, or(d) a Transfer from a Transferor to a Transferee that is either a gift or otherwise does not involve consideration. To be 28 DRAFT entitled to the foregoing exemption from the Transfer Fee, the Transferor and the Transferee must (A) claim the foregoing exemption from the Transfer Fee at least five days prior to the proposed Transfer and(B) provide such evidence as the Development Company or the Mead Village Metro District may reasonably require to confirm and evidence such exemption. The foregoing exemption from the Transfer Fee will apply only to the specific Transfer of a Site that is exempt from the imposition of the Transfer Fee pursuant to this Section 7.7, and subsequent Transfers of such Site will be subject to the Transfer Fee provided for in this Article 7. ARTICLE 8. DECLARANT'S RIGHTS AND RESERVATIONS 8.1 Period of Declarant's Rights and Reservations. The Declarant shall have,retain, and reserve certain rights as hereinafter set forth with respect to the Sites,which rights shall continue in full force and effect until (a) the time that the last Site that may be included within the Community Area has been sold and conveyed by the Declarant to Persons other than the Declarant, a successor Declarant, or a Principal Builder and a certificate of occupancy has been issued for the residence constructed thereon, or(b)the date which is 99 years from the execution hereof, whichever event occurs first. The rights and reservations hereinafter set forth shall be deemed excepted and reserved in each deed or other instrument by which any property within the Community Area is conveyed by the Declarant whether or not specifically stated therein. The rights, reservations, and easements hereinafter set forth may be exercised by the Declarant with respect to all parts of the Community Area and shall be prior and superior to any other provisions of this Master Declaration and may not, without the Declarant's prior written and Recorded consent, be modified, amended, rescinded, or affected by any amendment of this Master Declaration. The Declarant's consent to one such amendment shall not be construed as consent to any other subsequent amendment. The Declarant may assign and convey any of the rights,reservations, and easements hereinafter set forth to a successor Declarant or a Principal Builder, provided that any such assignment or conveyance shall be in writing and shall be effective only upon Recording. 8.2 Right to Complete Development of Community Area. The Declarant reserves the right to develop such number of Commercial, Industrial, Residential Sites (including individual units which are part of multi-family residential buildings that may be constructed on a single Site), and other types of Sites as may be designated by the Declarant hereunder and as may be approved by the Town within the Community Area. No provision of this Master Declaration shall be construed to prevent or limit the rights of the Declarant or a Principal Builder to (a)complete development of property within the boundaries of the Community Area or elect not to complete development of any part of the Community Area; (b) construct or alter Improvements on any property owned by the Declarant or a Principal Builder within the Community Area provided that all such construction is approved by the Declarant and conforms to the requirements of this Master Declaration; (c)maintain model homes, offices for construction, Principal Builder and the Declarant offices, sales purposes, or similar facilities on any property owned by the Declarant, a Principal Builder,Persons affiliated with the Declarant or a Principal Builder, or on any of the Common Areas; or(d)post signs or do any other act or thing incidental to development, construction, offer,promotion, marketing, or sales of property within the boundaries of the Community Area. Nothing contained in this Master Declaration shall limit the right of the Declarant or a Principal Builder or require the Declarant or a Principal Builder to obtain approvals from the Mead Village Metro District or any other Owners to (1) excavate, cut,fill,or grade any property owned by the Declarant or by a Principal Builder with approval of the Declarant; (2) construct,alter, demolish, or replace any Improvements on any property owned by the Declarant or a Principal Builder; (3) use any 29 DRAFT structure on any property owned by the Declarant or a Principal Builder as a construction office, model home, Principal Builder office, Declarant office, or real estate sales office in connection with the development and sale of any property within the boundaries of the Community Area; (4) store construction materials, supplies, equipment,tools, waste or other items on property within the Community Area that is owned by the Declarant or a Principal Builder; or(5) seek or obtain the approval of the Mead Village Metro District for any such activity or Improvement to Property on any property owned by the Declarant or a Principal Builder. Nothing in this Master Declaration shall limit or impair the rights reserved by the Declarant or granted to Principal Builders as elsewhere provided in this Master Declaration. 8.3 Right to Construct Additional Improvements on Common Areas. The Declarant and the Mead Village Metro District shall have and hereby reserve the right, but shall not be obligated to, construct additional Improvements on Common Areas at any time and from time to time in accordance with this Master Declaration for the improvement and enhancement thereof and for the benefit of the Owners. 8.4 Right to Determine Use of Sites. Subject to compliance with Applicable Laws, the Declarant reserves the right to determine whether a Site will be a Commercial Site, an Industrial Site, or a Residential Site and designate additional categories or types of Sites (such as Sites intended for use as a church, school, or other use permitted by Applicable Laws). If a Site is annexed into or made a part of the Community Area and no specific designation is made regarding the nature, type, or use of such Site, then (a)the primary use of such Site shall determine its character(i.e.,a Site primarily used for residential purposes shall be considered a Residential Site for the purposes of this Master Declaration even though no such designation was made in connection with its annexation)and (b)the Declarant may subsequently Record a designation of the use of such Site. 8.5 Right to Grant and Create Easements. The Declarant shall have and hereby reserves the right to grant or create temporary or permanent easements for access, drainage,Telecommunication Facilities,Utilities, and other purposes incident to development and sale of the Community Area located in, on,under, over, and across Sites owned by the Declarant and Common Areas. 8.6 Right to Use Common Areas and Sites in Promotion and Marketing of Community Area. The Declarant shall have and hereby reserves the right to reasonable use of the Common Areas and Sites owned by the Declarant or a Principal Builder in connection with the promotion and marketing of the Community Area. Without limiting the generality of the foregoing,the Declarant and,with the Declarant's Electronically Transmitted or written consent, a Principal Builder, may(a)erect and maintain on any part of the Common Areas and Sites owned by the Declarant or a Principal Builder such signs,temporary buildings, and other structures as the Declarant or such Principal Builder may reasonably deem necessary or proper in connection with the promotion, development, and marketing and sales of real property within the Community Area; (b)use vehicles and equipment on Common Areas and Sites owned by the Declarant or a Principal Builder for promotional purposes; (c)permit prospective purchasers of property within the boundaries of the Community Area who are not Owners to use Common Areas at reasonable times and in reasonable numbers; and (d) refer to the Common Areas in connection with the development,promotion, and marketing of property within the boundaries of the Community Area. 8.7 Successor Declarant. The Declarant may designate as a "Successor Declarant" any Person that acquires some or all of the Declarant's then remaining interest in the Community Area or the Annexable Property by an instrument which may be Recorded. Upon execution and delivery of such 30 DRAFT instrument by the Declarant,the Person designated as Successor Declarant therein shall accede to all of the rights and obligations of the Declarant under this Master Declaration with respect to the property acquired by such Successor Declarant and all references to the Declarant contained herein shall be deemed to refer to such Successor Declarant. ARTICLE9. SUPPLEMENTAL DECLARATIONS AND SUBASSOCIATIONS 9.1 Recordation of Supplemental Declarations. The Declarant and any Principal Builder may execute and Record a Supplemental Declaration which encumbers a portion of the Community Area. Such Supplemental Declaration shall refer to this Master Declaration and may(a)create a Subassociation or designate a Subdistrict having the duties and responsibilities of the Mead Village Metro District hereunder with respect to such portion of the Community Area and (b) may impose additional requirements on the Sites and Common Areas which are subject to such Supplemental Declaration(but shall have no effect on other property which is subject to this Master Declaration but not such Supplemental Declaration); provided,however, that no such additional requirements may amend or be in conflict with the provisions of this Master Declaration, unless approved as an amendment to this Master Declaration pursuant to the provisions of Section 10.2 of this Master Declaration. Any Supplemental Declaration may provide its own procedure for amendment of any provisions thereof,provided that such procedures are consistent with the provisions of the Act, if applicable. All Sites which are subjected to the provisions of any such Supplemental Declaration shall automatically be subject to the provisions of this Master Declaration and the Supplemental Declaration without the necessity of a specific reference to this Master Declaration in any deed,notice, Supplemental Declaration,or other instrument. In the event of any conflict between the provisions of this Master Declaration and the provisions of any Supplemental Declaration, the provisions of this Master Declaration shall control. Sites may be annexed to this Master Declaration through a Supplemental Declaration,as well as pursuant to the other provisions of this Master Declaration governing annexation of additional property. The Mead Village Metro District may, but shall not be required to, delegate certain functions and authority of the Mead Village Metro District under this Master Declaration to a Subassociation, Subdistrict, or design review committee or similar body created under a Supplemental Declaration;provided, however that any such delegated authority may be exercised by such Subassociation, Subdistrict, or design review committee or similar body only with respect to the property made subject to the Supplemental Declaration. Any such delegation of authority shall be in a written instrument executed by the chairman or president of the Mead Village Metro District and the president of the Subassociation or Subdistrict,which designation shall be duly Recorded. Such delegation of authority may be modified or revoked at any time by the Mead Village Metro District pursuant to a duly Recorded written instrument executed solely by the chairman or president of the Mead Village Metro District. 9.2 Subassociations. Any Supplemental Declaration may create a Subassociation,the members of which are the Owners of Sites which are subject to such Supplemental Declaration. Any Subassociation shall be organized as a nonprofit corporation in accordance with the provisions of the Act and the Colorado Non-Profit Corporation Act. Any Subassociation may be granted all of the powers granted to associations under the Act, including the power to impose and collect assessments from its members solely with respect to common areas to be owned solely by such Subassociation and used by and benefitting any of the members of such Subassociation. 9.3 Subdistricts. Any Supplemental Declaration may designate a Subdistrict which has as its 31 DRAFT boundaries the boundaries of the real property subject to the terms of the Supplemental Declaration. Any such Subdistrict shall be organized as a special improvement district in accordance with all Applicable Laws governing such districts. 9.4 Declarant's Approval Required. Until such time as the Declarant no longer owns any Sites that are or may be included within the Community Area, any Supplemental Declaration or Subassociation created pursuant to the provisions of the Master Declaration or any Subdistrict designated pursuant to the provisions of the Master Declaration or otherwise with respect to Sites which also are subject to this Master Declaration shall be approved and executed by the Declarant prior to Recording or,with respect to a Subassociation, prior to filing the Articles of Organization with the Colorado Secretary of State or,with respect to a Subdistrict,prior to the designation of such Subdistrict hereunder. Any Supplemental Declaration or Subassociation or Subdistrict which has not been so approved by the Declarant shall be null and void and of no effect on any part of the Community Area or on any Owners. Upon the conveyance of all Sites that are or may be included within the Community Area by the Declarant to a Principal Builder or other Owner(other than a Successor Declarant), the provisions of this Section 9.4 shall terminate and any Supplemental Declaration or Subassociation or both may be created by a Principal Builder or, if a Principal Builder has conveyed all Sites to purchasers other than another Principal Builder,by the vote of the Owners of two-thirds of the Sites to be subject to such Supplemental Declaration. 9.5 Compliance with Common Interest Ownership Act. Nothing contained in this Article 9 shall be construed as limiting the rights of Owners to create a new Supplemental Declaration or Subassociation under the Act except as specifically permitted under the Act. Any Supplemental Declaration and any delegation of authority to a Subassociation or design review committee(or similar body) shall not be deemed to be an amendment to this Master Declaration, as such authority has been granted herein. ARTICLE 10. MISCELLANEOUS 10.1 Term of Master Declaration. Unless amended as herein provided, each provision contained in this Master Declaration shall continue and remain in full force and effect for a period of 40 years after the date this Master Declaration is Recorded, and thereafter shall be automatically extended for successive periods of ten years each unless terminated by the vote,by Electronically Transmitted or written ballot, of Owners holding title to at least 90%of the Sites within the Community Area. If this Master Declaration is terminated,the termination of this Master Declaration shall be evidenced by a termination agreement ("Termination Agreement"), or ratification thereof,executed by the requisite number of Owners. The Termination Agreement shall specify a date after which the Termination Agreement will be void unless Recorded before such date. The Termination Agreement shall be Recorded and the termination of this Master Declaration shall be effective upon such Recording. 10.2 Amendment of Master Declaration by Members. Except as otherwise provided in this Master Declaration, including Section 10.1, and subject to provisions elsewhere contained in this Master Declaration requiring the consent of the Declarant or others, any provisions, covenant, condition,restriction, or equitable servitude contained in this Master Declaration may be amended or repealed at any time and from time to time upon approval of the amendment or repeal by Owners 32 DRAFT holding title to at least 75% of the Sites within the Community Area; provided, however, that at any time that the Declarant or a Principal Builder owns a Site which is subject to this Master Declaration (or any portion of the property which is eligible for annexation to this Master Declaration), any amendment to this Master Declaration shall be approved by the Declarant, the Mead Village Metro District, and Owners holding title to at least 90% of the Sites within the Community Area. The amendment or repeal shall be effective upon the Recordation of an amendment with the requisite signatures affixed thereto. Any amendment to the Master Declaration made hereunder shall be effective only when Recorded. If HUD or VA has insured or guaranteed a mortgage on any Site, any amendment shall be approved by HUD or VA, as the case may be. 10.3 Member and First Mortgagee Approval. Notwithstanding any other provisions of this Master Declaration to the contrary, the Owners shall not: (a) Abandon, Terminate, or Amend Master Declaration. Unless they have obtained the prior written consent of at least 75% of the Owners and the consent of 67% of the First Mortgagees of Sites (based on one vote for each First Mortgage held)and either the VA or HUD if either agency has insured or guaranteed a First Mortgage: (i) seek to abandon or terminate the Master Declaration,whether by act or omission; or (ii) amend any provisions of this Master Declaration which are for the express benefit of First Mortgagees. (b) Approval of First Mortgagee Deemed Given Unless Notice of Disapproval Given. Unless,within 30 days after receipt of written notice, a First Mortgagee or insurer or guarantor of a First Mortgage notifies the Mead Village Metro District of its disapproval of any of the matters requiring their approval as provided herein,the approval of such First Mortgagee or insurer or guarantor of a First Mortgage shall be deemed to have been given. 10.4 Special Rights of First Mortgagees. Any First Mortgagee of a First Mortgage encumbering any Site in the Community Area which has filed an Electronically Transmitted or written request with the Mead Village Metro District to be notified of any proposed action requiring First Mortgagee consents, shall be entitled to: (a) Notice of Default. Receive written notice from the Mead Village Metro District of any default by the Mortgagor of such Site in the performance of the Mortgagor's obligations under this Master Declaration,which default is not cured within 60 days after the Mead Village Metro District learns of such default; (b) Examine Books and Records. Examine the books and records of the Mead Village Metro District; and (c) Notice of Amendment. Receive 30 days'written notice prior to the effective date of any proposed material amendment to this Master Declaration requiring consent of a certain percentage of First Mortgagees. 33 DRAFT 10.5 First Mortgagee Exemption from Rights of Transfer Fee and Right of First Refusal. Any such First Mortgagee who obtains title to any Site pursuant to the remedies provided in the Mortgage held by such First Mortgagee or pursuant to any foreclosure of Mortgage or by deed or assignment in lieu of foreclosure shall be exempt from(a) imposition of the Transfer Fee and (b)any right of first refusal if any such right of first refusal is ever contained in this Master Declaration or any Supplemental Declaration. 10.6 Amendment Required by Government Mortgage Agencies. Notwithstanding the provisions of this Article 10 hereof, and to the extent permitted under the Act, any provision,covenant, condition,restriction, or equitable servitude contained in this Master Declaration which any Government Mortgage Agency requires to be amended or repealed may be amended or repealed solely by the Declarant and no approval,consent, or vote of any other Person or entity shall be required, other than the prior written consent of the VA or FHA if either agency has insured or guaranteed a Mortgage on a Site. The Declarant's rights under this Section 10.6 shall terminate on the earlier of 30 years after the date of Recordation of this Master Declaration or the sale of all Sites owned by the Declarant or a successor Declarant. Any such amendment or repeal shall be effective upon the Recordation of a certificate, executed by the Declarant, setting forth the amendment or repeal in full. 10.7 Communications and Notices. Unless specified otherwise herein, any approval, consent, demand, notice, or other communication(collectively, a "Communication") that is permitted or required to be given under this Master Declaration may be given in writing or by means of an Electronically Transmitted communication as follows: (a) Communication in Writing. If a Communication is made in writing, then it may be given either(i) personally or(ii) by facsimile, mail, overnight delivery, or telephone. If the Communication is given personally, it shall be deemed given the date and time received by the recipient of the Communication. If the Communication is served by mail or overnight delivery, then it shall be sent postage or delivery charges prepaid, addressed to any Person at the address of the Site owned by such Person(or such other address as the recipient may designate in advance for such purposes) and shall be deemed given,if not actually received earlier, at 5:00 p.m. on the day after it is deposited with an overnight delivery service and the second day after it is deposited in a regular depository of the United States Postal Service. If the Communication is served by facsimile, then it shall be sent to any facsimile number designated in writing by the recipient of the Communication for such purpose and shall be deemed given the date that it is transmitted provided that a written copy is deposited the same day in a regular depository of the United States Postal Service sent postage or delivery charges prepaid, addressed to any Person at the address of the Site owned by such Person(or such other address as the recipient may designate in advance for such purposes). (b) Electronically Transmitted. If a Communication is Electronically Transmitted, then it shall be sent over the internet and shall be deemed given the date transmitted unless returned electronically as undeliverable provided that a written copy is deposited the same day in a regular depository of the United States Postal Service sent postage or delivery charges prepaid, addressed to any Person at the address of the Site owned by such Person(or such other address as the recipient may designate in advance for such purposes). If the recipient does not have access to the Community Webpage or the internet,then the Communication must be given in writing as set forth above. For the purposes of this Declaration, a communication that is Electronically Transmitted shall serve as "written notice" as defined in these Covenants. 10.8 Persons Entitled to Enforce Master Declaration. Subject to Section 4.2 hereof,the 34 DRAFT Declarant, Mead Village Metro District (as an Owner), any Principal Builder, and any Owner of a Site all of whom shall be deemed to be aggrieved Persons with respect to any alleged violation of this Master Declaration), shall have the right to enforce any or all of the provisions, covenants, conditions, restrictions, and equitable servitudes contained in this Master Declaration against any property within the Community Area and the Owner thereof. The right of enforcement shall include the right to bring an action for damages as well as an action to enjoin any violation of any provision of this Master Declaration. 10.9 Violations Constitute a Nuisance. Any violation of any provision, covenant, condition, restriction, and equitable servitude contained in this Master Declaration,whether by act or omission, is hereby declared to be a nuisance and may be enjoined or abated, whether or not the relief sought is for negative or affirmative action,by any Person entitled to enforce the provisions of this Master Declaration. 10.10 Enforcement by Self-Help. The Declarant, any Principal Builder,the Mead Village Metro District(or any authorized agent of any of them)may enforce by self-help or otherwise any of the provisions, covenants, conditions,restrictions, and equitable servitudes contained in this Master Declaration. All other Owners of Sites (a)consent to the exercise by the Declarant, any Principal Builder,the Mead Village Metro District, or the Declarant(or any authorized agent of any of them)of the right to enforce by self-help or otherwise the provisions, covenants, conditions,restrictions, and equitable servitudes contained in this Master Declaration and (b)waive the right to enforce this Master Declaration by self-help. 10.11 Violations of Law. Any violation of any Applicable Law pertaining to the ownership, occupation, or use of any property within the Community Area is hereby declared to be a violation of this Master Declaration and shall be subject to any and all enforcement procedures set forth in this Master Declaration. 10.12 Disclaimer Regarding Safety. THE DECLARANT,THE MEAD VILLAGE METRO DISTRICT, AND THE PRINCIPAL BUILDERS HEREBY DISCLAIM ANY OBLIGATION REGARDING THE SECURITY OF ANY PERSONS OR PROPERTY WITHIN THE COMMUNITY AREA. ANY OWNER OF PROPERTY WITHIN THE COMMUNITY AREA ACKNOWLEDGES THAT THE BOARDS OF DIRECTORS, THE DECLARANT,THE MEAD VILLAGE METRO DISTRICT, THE OFFICERS,AND THE PRINCIPAL BUILDERS ARE ONLY OBLIGATED TO DO THOSE ACTS SPECIFICALLY ENUMERATED HEREIN, AND ARE NOT OBLIGATED TO DO ANY OTHER ACTS WITH RESPECT TO THE SAFETY OR PROTECTION OF PERSONS OR PROPERTY WITHIN THE COMMUNITY AREA. 10.13 Remedies Cumulative. Each remedy provided under this Master Declaration is cumulative and not exclusive. 10.14 Costs and Attorneys' Fees. In any action or proceeding under this Master Declaration, the prevailing party shall be entitled to recover its costs and expenses in connection therewith including reasonable attorneys'fees. 10.15 Limitation on Liability. The Boards of Directors, the Declarant, the Mead Village Metro District,the Officers, the Principal Builders, and any member, manager, owner, officer,director, agent, 35 DRAFT or employee of any of the same shall not be liable to any Person for any action or for any failure to act if the action or failure to act was in good faith and without malice. 10.16 No Representations or Warranties. No representations or warranties of any kind, express or implied, shall be deemed to have been given or made by the Declarant, any Principal Builders,or their agents or employees in connection with any portion of the Community Area, or any Improvement thereon, its or their physical condition, zoning, compliance with applicable laws, fitness for intended use, or in connection with the subdivision, sale, operation,maintenance,cost of maintenance, taxes or regulation thereof,unless and except as shall be specifically set forth in writing. 10.17 Liberal Interpretation. The provisions of this Master Declaration shall be liberally construed as a whole to effectuate the purpose of this Master Declaration. 10.18 Binding on Successors. The obligations and agreements of the Owners, their successors and assigns, shall run with the Community Area and all Sites located within the Community Area and shall inure to the benefit of the Declarant, Principal Builders, the Mead Village Metro District,any Subassociation, any Subdistrict,the Mead Village Metro District, and all of their respective successors and assigns, and such obligations and agreements of Owners, their successors and assigns shall be binding upon all successive owners or transferees of all or any portion of the Community Area. Should the Community Area be increased by the annexation of additional property to the Master Declaration, the conditions, covenants, and restrictions contained in this Master Declaration shall be binding upon all purchasers of Sites comprising a part of the Community Area, and the provisions of this Master Declaration shall apply to any and all such purchasers, and their respective successors and assigns. Should the Community Area be utilized as rental or lease property, Owners, for themselves, their successors and assigns,further agree that the conditions, covenants, and restrictions contained herein shall be binding upon all Residents (including all renters,lessees, and tenants) of all or any portion of the Community Area 10.19 Governing Law. This Master Declaration shall be construed and governed under the laws of the State of Colorado. 10.20 Severability: Interpretation. Each of the provisions of this Master Declaration shall be deemed independent and severable, and the invalidity or unenforceability or partial validity or partial enforceability of the provisions or portion thereof shall not affect the validity or enforceability of any other provision. 10.21 Business Days. If the date for the performance of any term or obligation hereof is scheduled to occur on a date upon which national banks are not open for business,then such date will be extended to the next day upon which national banks are open for business. 10.22 Number and Gender. Unless the context requires a contrary construction, the singular shall include the plural and the plural the singular, and the masculine, feminine, or neuter genders shall each include the masculine, feminine, and neuter genders. 10.23 Captions for Convenience. The titles, headings, and captions used in this Master Declaration are intended solely for convenience of reference and shall not be construed in construing any of the provisions of this Master Declaration. [THE REST OF THIS PAGE HAS INTENTIONALLY BEEN LEFT BLANK] 36 DRAFT THE DECLARANT has executed and delivered this Master Declaration of Covenants, Conditions and Restrictions for Mead Village as of the date set forth hereinabove. WELD DEVELOPMENT COMPANY, LLC,a Colorado limited liability company By: Its: STATE OF COLORADO ) ) ss. COUNTY OF The foregoing instrument was acknowledged before me this day of 20 by as of Weld Development Company, LLC, a Colorado limited liability company. Witness my hand and official seal. {SEAL} Notary Public: My Commission Expires: 37 DRAFT EXHIBIT A (Legal Description of Project Area) 38 DRAFT EXHIBIT B (Initial Community Area) 39 DRAFT EXHIBIT C (Recorded Easements, Licenses, and Other Documents) I. RIGHT OF WAY FOR HIGHLAND DITCH AS ESTABLISHED AND/OR USED. 2. RIGHT OF WAY EASEMENT AS GRANTED FOR DITCH IN INSTRUMENT RECORDED SEPTEMBER 16, 1908, IN BOOK 283 AT PAGE 354. 3. RIGHT OF WAY EASEMENT AS GRANTED TO BOARD OF COUNTY COMMISSIONERS OF WELD COUNTY IN INSTRUMENT RECORDED MARCH 17, 1909, IN BOOK 296 AT PAGE 149. 4. RIGHIT OF WAY EASEMENT AS GRANTED TO ST.VRAIN VALLEY SCHOOL DISTRICT IN INSTRUMENT RECORDED MARCH 26, 1985, UNDER RECEPTION NO.2003222. 5. MATTERS AS SET FORTH ON LAND SURVEY PLAT RECORDED NOVEMBER 12. 2003 AT RECEPTION NO. 3125672. 6. RESERVATIONS AS SET FORTH IN PATENT RECORDED MARCH I I, 2005 UNDER RECEPTION NO. 3267740. 7. RESERVATIONS AS SET FORTH IN PATENT RECORDEDJANUARY 12, 2011 AT RECEPTION NO.3744603 8. TERMS, CONDITIONS AND PROVISIONS OF NO SURFACE OCCUPANCY AGREEMENT RECORDED JANUARY 12,2011 AT RECEPTION NO.3744605. 9. DEED OF TRUST DATED MARCH 10,2005,FROM WELD DEVELOPMENT.LLC,A COLORADO LIMITED LIABILITY COMPANY TO THE PUBUC TRUSTEE OF WELD COUNTY FOR THE USE OF HUDDLESON LAND COMPANY TO SECURE THE SUM OF $50.000.00 RECORDED MARCH 11,2005, UNDER RECEPTION NO.3267743. i. FIRST AMENDMENT TO DEED OF TRUST RECORDED JANUARY 12,2011 AT RECEPTION NO. 3744608. ii. SAID DEED OF TRUST WAS FURTHER SECURED IN ASSIGNMENT OF RENTS RECORDED MARCH I I, 2005, UNDER RECEPTION NO. 3267744. iii. FIRST AMENDMENT TO ASSIGNMENT OF RENTS RECORDED JANUARY 12,2011 AT RECEPTION NO. 3744609. iv. SAID DEED OF TRUST WAS ASSIGNED TO COMMUNITY BANKS OF COLORADO,A DIVISION OF NBH BANK N.A. IN ASSIGNMENT RECORDED JANUARY 23,2013, UNDER 40 DRAFT RECEPTION NO. 3904891. v. SAID DEED OF TRUST WAS ASSIGNED TO JKRSR LLC IN ASSIGNMENT RECORDED MARCH 07,2013, UNDER RECEPTION NO. 3915300. vi. ASSIGNMENT OF ASSIGNMENT OF RENTS RECORDED MARCH 07,2013, UNDER RECEPTION NO. 3915301. 10. TERMS,CONDITIONS AND PROVISIONS OF ANNEXATION AGREEMENT RECORDED JULY 10,2013 AT RECEPTION NO. 3946650. 11. TERMS,CONDITIONS AND PROVISIONS OF MEAD VILLAGE ANNEXATION RECORDED JULY 10,2013 AT RECEPTION NO. 3946651. 12. TERMS,CONDITIONS AND PROVISIONS OF MEAD VILLAGE ZONING AMENDMENT MAP RECORDED JULY 10,2013 AT RECEPTION NO. 394665. 41 DRAFT MEAD VILLAGE (Relating to Mead Village,Town of Mead,County of Weld) DESIGN STANDARDS RULES AND REGULATIONS CONSTRUCTION REGULATIONS as of October 1,2013 DRAFT MEAD VILLAGE DESIGN STANDARDS (Relating to Mead Village,Town of Mead, County of Weld) INTRODUCTION These Design Standards have been prepared to help home buyers, home builders, architects and residents in developing appropriate architectural and site plans for Design Review Committee (DRC) submittal and are designed as a benchmark and not intended to be an exclusive architectural list. These Design Standards are subject to amendment and revision by the Declarant in its sole discretion from time to time as changing conditions and priorities dictate until all units to be built, are sold. Thereafter, this document is subject to amendment and revision in its sole discretion by the Mead Village Design Review Committee. In an effort to assure owners and residents of Mead Village that proper standards of development and construction will be maintained, the Design Review Committee has established the following Guideline Standards and Rules and Regulations for the benefit of all. These Design Standards are supplemental to, and do not in any way alter, the provisions and requirements contained in the Town of Mead Land Use Code or other municipal or government regulations or official documents pertaining to Mead Village, such as, zoning ordinances, recorded plat and any amendments, Mead Village Metropolitan District Service Plan, and Master Declaration of Covenants Conditions and Restrictions for Mead Village (CCRs). Copies of these documents will be furnished to each builder and homeowner upon request. Prior to any construction on Lots or property within the Mead Village subdivision, approval from the Design Review Committee is required. No building, fence, patio, deck, planting, play equipment, landscaping or other structure, whether permanent or temporary, shall be erected, placed or altered on any Lot until the construction plans and specifications have been pre- approved by the Mead Village Design Review Committee as to the structure to be built, materials used, harmony of external design and color with existing structures, topographical location, finished grade elevation and aesthetic relationship with other existing improvements. The Mead Village Design Review Committee shall have the exclusive right to refuse approval (in its sole subjective opinion, based on findings of the DRC), of any plans, specifications, designs or colors that are not suitable or desirable for this development. All plans and specifications are to be approved in writing by the Mead Village Design Review Committee and final approved plans and specifications shall be maintained by the Mead Village Design Review Committee for five years. Changes made to the final approved plans or any additions affecting the external appearance of said structure, or changes to other approved improvements, are subject to the requirements within the recorded Final Plat, CCRs, these Design Standards, any municipal or government requirements, and must be approved by the Mead Village Design Review Committee prior to installation. The DRC and the Mead Village Metropolitan District have the authority (in its sole subjective opinion) to grant variances when circumstances such as topography, natural obstructions, hardship, aesthetic or environmental considerations may require. The Declarant, Mead Village Metropolitan District, or DRC shall have the right, from time to time, to waive, at its sole DRAFT discretion, any provision of the Design Standards. However, no such waiver shall be construed or held to be a waiver of any provision of the Design Standards or of the same provisions as to any other party. Other Conditions Approval of plans by the Design Review Committee is also subject to Article 6 of the CCRs and shall not be deemed to constitute a warranty, assurance, or representation by the approving party or compliance with the requirements of any federal, state or local requirements including local building, zoning, safety (whether structural or otherwise), health, fire codes or conformance with any Applicable Laws (including building codes or other governmental laws or regulations. It will be the responsibility of the owner or other person submitting plans to assure such compliance. Nor shall approval waive any requirements on the part of the owner or his/her agent to comply with setbacks, height restrictions, or requirements unless such waiver or variance is specifically requested at the time of submittal and provided that the waiver or variance may properly be granted by the Design Review Committee and conforms with applicable zoning requirements. There shall be no liability imposed on the Mead Village Metro District, any member of the Board of Directors of the Mead Village Metro District, any agent of the Mead Village Metro District, or any committee or subcommittee appointed by the Mead Village Metro District, any member of such committee or subcommittee, any Principal Builder, or the Declarant (or their respective owners, officers, directors, managers and employees) for any loss, damage, or injury arising out of or in any way connected with the performance of the duties of the Mead Village Metro District pursuant to these Design Standards and Article 6 of the CCRs. DESIGN PHILOSOPHY AND DIVERSITY OF ARCHITECTURAL STYLES Mead Village is a production home community to be built in phases that allows for unified diversity of residential product types on varying lot sizes with Lot frontages of 55', 65', and 75'. A combination of one and 2-story homes in varying designs and exterior finishes and color schemes shall be mixed together along the streetscape to create variety and visual interest. Skillful integration of traditional and modern influences may be used in one or more phases and lot segment sizes. Additional restrictions for residential and multi-family dwellings may be imposed as defined by the Town of Mead Land Use Code. Common area open space areas with natural and irrigated landscaping, neighborhood park with play equipment and pocket parks designed for a variety of ages, an area reserved for a community recreation center, trails for walking, bike riding, and trail uses are integrated throughout the community to create opportunities for active and passive recreation. All parks and open spaces shall be owned and maintained by the Mead Village Metropolitan District except for the neighborhood park that shall be owned and maintained by the Town of Mead. It is the intent of these Design Standards to create a standard of architecture and landscape quality that is consistent and cohesive throughout the community. The Standards have been established to balance the individual architectural designs with the overall character of Mead Village. Repetition of floor plans and exterior elevations are allowed only in compliance with the Town of Mead plan diversity matrix. DRAFT Building Massing It is the intent of these Standards to encourage design solutions that reduce the visual mass and to develop proportions and details appropriate in scale to the site. The mass of a structure should strongly reflect its architectural style and be scaled to provide visual interest and depth and achieve an articulated form on all four sides. Multiple rooflines and the softening of elevations through multiple face planes are recommended. A covered entryway for the front door is encouraged. Each model shall have a minimum of 3 elevations. The same model with the same architectural style shall not be placed adjacent to each other or directly across the street from one another. Per the Mead Land Use Code, each side of a block shall contain no more than two (2) of the same building elevation with the same architectural style. The relationship of buildings to one another and the street is especially important at corners, and corner buildings must address the front and side street or open space. Enhanced side and rear elevations are recommended and desired for corner lots and will be required on homes that back to Welker Road and enhanced elevations may be required for homes adjacent to the neighborhood park in order to achieve a more welcoming sense for pedestrians and street traffic. Refer to the Town of Mead Land Use Code for more specific model diversity and building requirements. Building Size and Height In accordance with the Mead Village DRC requirements, the following minimum square footage requirements apply within each lot frontage size segment. The minimum square footage amount excludes basements, garages, or home office or living space located above the garage. Building height cannot exceed the maximum building height limit regulated by The Town of Mead, which is currently 35 feet. Two-story homes may have a maximum lot coverage area of 50% and ranch homes may have a maximum lot coverage of 60% or as may be approved by the Town of Mead. RSF-4 LOT SIZE MINIMUM SF 1 FLOOR MINIMUM* 55' frontage 11,400 1700 65' frontage 1,600 800 75' frontage 1,800 1000 HC TBD TBD *Et Floor minimum sq. ft. excludes garage, finished space above garage, and basements. Accessory living structures areas are permitted (but may not be suitable on all lots), and must meet all requirements in accordance with Article 6 of the CCRs and Town of Mead Land Use Code. The accessory living area cannot exceed 40% of the total square footage of the single family dwelling, excluding basement and garages (whether finished or not) up to a maximum of 850 square feet, whichever is less. DRC approval is required and will be considered on a lot-by- lot basis. Construction Start and Completion Times DRAFT Unless a variance delaying commencement of construction of a residence or accessory living area is approved in accordance with the provisions of the CCRs, construction shall commence with 3 months after approval by the DRC and the residence exterior shall be completed within 6 months of the date of commencement. A certificate of occupancy shall be issued within 12 months after the date of commencement. Roofs The roof forms and pitches of a residence shall strongly reflect its architectural style. On traditional style homes, roof pitches must be between 5/12 and 12/12 unless otherwise approved by the DRC based on an overwhelming design justification or for minor roof pitches over covered porches, decks, or other minor roof elements. Roof overhangs for all main roofs shall be a minimum of 12" on all rakes and eaves. The roof overhangs on secondary roof elements may vary in order to achieve a consistent fascia line. Variable plate heights, fascia levels and roof forms which are consistent with the architectural style of the home must be incorporated in the roof design. Large unbroken expanses of single pitch roof are discouraged. A simple main roof mass should be used in conjunction with complimentary minor roof forms and elements such as dormers, gable ends and eyebrows. These minor roof elements should be proportional to the spaces they cover as well as the overall roof form. Gable and hip roof forms are encouraged. Mansard roofs will not be approved. Flat roofs shall only be approved as minor roof elements based on architectural style. Internal volumes within the building should be expressed by changes in roof planes. Roofing materials will be architectural style dimensional asphalt shingles or concrete tile in earth tone colors. Metal roofs may be used as minor roof elements only. All roof materials and colors require DRC approval prior to installation. Exterior Elevations Plans should be designed to look attractive from all four sides. Decorative elements (masonry veneer, covered porches, shutters, dormer windows, fireplaces, bay windows, etc.) are highly encouraged and should not be limited to the front facade only. A minimum of one (1) window on each elevation is encouraged; however, blank walls on side elevations will not be permitted on homes located on corner lots where the side elevation faces the street or open space area. Eaves, Fascias and Soffits Eaves, fascias, and soffits shall be detailed appropriately for each architectural style. Facias shall be a minimum of 6" and soffits shall be a minimum of 12" and each painted to match the exterior body or trim color of the home. Trim Wood trim will be included around the perimeter of all doors and windows in a manner appropriate to the architectural style of the building, unless replaced by masonry. Trim color will be important criteria to consider and must be approved by the DRC. Fireplaces Fireplaces and the full height of their chimneys, if any, must be fully enclosed with compatible DRAFT materials. Fireplace, furnace and stove flues should be consolidated and fully enclosed within the chimney. All exposed metal flues or pipes shall be enclosed by the chimney cap. All other roof projections shall be painted to match the roof. Fireplace projections must not dominate the front fascia of the home. Exterior fireplaces designed as part of a deck, patio or outdoor living areas are also subject to approval by the DRC. Exterior Materials Details are to be incorporated throughout a structure in order to create a variety of light and shadow at all scales. While the building mass should express simple forms, the use of various material textures is encouraged to add interest and character to the building's identity. Attention should be paid to architectural details such as columns, brackets, corners, eaves, railings, doors, and trim. • Wood siding shall be restricted to natural wood boards or shingles; stained or painted. • Fiber-cement based siding such as Hardiplank or an equivalent is encouraged and shall be prefinished or painted. • All siding shall have an 8-1/2" maximum reveal and shall be painted to match stucco (where applicable). • Stone, brick or stucco are approved masonry types. • Vinyl or aluminum siding is not permitted. The following minimum percentages of masonry will apply: • Front elevation - A minimum of 25% of the entire front elevation (excluding glass, front door, and garage doors) shall include brick, stone, or stucco. The remainder of the front elevation materials can be brick, stone, stucco, or wood or fiber-cement siding. However, a stucco and siding combination will not be permitted on front or street facing elevations unless such combination strongly reflects the architectural design. • Four sided architecture that includes stone, brick or stucco/masonry on all sides is required on all homes that back to Welker Road or back to the neighborhood park due to their highly visual settings. Additional architectural detailing will be required on solid stucco or other masonry homes to provide relief or visual breaks from the masonry material. Although not required, except for those homes that back to Welker Road or the neighborhood park, the DRC encourages the use of masonry on the home as a unifying element on all four elevations. Window Frames will be painted wood, natural wood, anodized aluminum or vinyl or as determined by the Design Review Committee. When using masonry, it is desired that foundation concrete not remain exposed. When using siding, foundations should not have more than 6" of exposed concrete visible on any elevation. The Design Review Committee may determine that some exposed foundations may need to be painted to match the structure. All down spouts from gutters must have an extension or a splash block at the bottom carried out from the wall of the residence at least five (5) feet in the same direction that the ground drains and shall be installed simultaneously with the down spouts. DRAFT Colors The skillful use of color variation is especially important, as it can complement a building's architecture as well as contribute to the overall variety of the neighborhood. Monotonous color palettes and high-gloss paints are strongly discouraged. Shades of color in a variety of color schemes should be used to create visual interest that provides diversity without emphasizing a specific residence. Bright colors may not be used. Accent colors on doors, window frames, fascias, soffits and trims, used judiciously and with restraint, are encouraged. No color palette can be repeated on adjacent homes and no more than two (2) similarly colored homes shall be placed next to each other. All projections including, but not limited to, chimney flues, vents, gutters, downspouts, utility boxes, porches, railings, support columns and exterior stairways will match the color of the surface from which they project unless otherwise approved. ALL EXTERIOR COLORS MUST BE APPROVED IN WRITING BY THE DRC. Address Numbers Approved address numbers are required on all new buildings in such a position as to be plainly visible and legible from the street or road front the Lot and shall contrast with their background. Decks and Deck Supports, Porches, Patios, and Walls Porches are encouraged and side or wrap-around porches are encouraged on corner lots. Vertical support posts on front porches and main level covered patios must be a finished minimum of 6"x 6" with architectural detail and painted to match home colors or be a minimum 12" x 12" masonry to match the residence. Decks may be constructed of redwood, composites, or other material compatible with the residence or as approved by the DRC. Deck rails can be redwood or wood, composites, or iron rails painted black. All decks, deck rails, support posts, porches etc. made of wood must be protected with a clear preservative sealant(varnish is not permitted), stained, or can be painted to be compatible with the primary or secondary color of the residence. Deck vertical support posts can be redwood, finished wood, or masonry to a finished minimum of 7" x 7". However, vertical support posts on homes with garden level or walkout basements adjacent to Welker Road or the neighborhood park or recreation center must be wrapped in trim craft to a finished minimum of 12" x 12" or can be a minimum of 12" x 12" masonry with masonry cap to match the residence. Only unenclosed rear yard decks and related screens, trellises, etc. may be proposed for construction within or as part of the residence. Any deck or stair accessing a deck that exceeds 4 ft. in height will be supported by posts with a minimum finished dimension of 6" x 6" and protected with a clear preservative sealant (varnish is not permitted), stained or painted. DRC approval is required on design, color and location of decks, gazebos, porches and patios. Plans must show the exterior elevations, designate materials and colors to be used, and include dimensions at a scale of 1/4" equal to 1 foot. DRAFT Setbacks/ Height Restrictions Setbacks must comply with the minimum established by the Town of Mead Land Use Code for RSF-4 and HC, the Mead Village Final Plat, and in accordance with the CCRs. Setbacks may vary for each particular lot size segment type, and staggered front setbacks may be required. Minimum setbacks for the principal residence are in accordance with the attached table and as may be updated by the Town of Mead. Min. Front Min. Min. Side Corner Minimum Bldg Type Lot Size (Ft.) Rear (Ft.) Lot Min. Separation (Ft.) Side (Ft.) RSF 4 6,000 SF 20' 20' 7.5' 15' 15' 55' frontage RSF —4 65' frontage 6,500 SF 20' 20' 7.5' 15' 15' RSF 4 7,500 SF 20' 20' 7.5' 15' 15' 75' frontage HC 7,500 minimum All fences shall be set back a minimum of four (4) feet from all sidewalks or side yards of a Lot adjacent to a public or private street. No fences are permitted in the front yard. No fences will be permitted to protrude in front of the front elevation of any residence. See "Garage" section for specific garage setback requirements. DRC approval is required for fence location. See section on Fences within these Design Standards for permitted fence type, color, and style. Building Siting and Drainage In addition to the setback restrictions, the DRC may establish building envelopes for each Lot. A site plan showing proposed elevations and drainage shall be submitted as part of the DRC application. All grading and drainage must comply with Article 4 of the CCRs. No grading will extend beyond lot lines. Exterior grading will be adequate for drainage away from the house and adjacent homes. All grading and drainage plans must be approved by the Town of Mead as part of the building permit process. Proposed contours must coincide with existing overlotted contours at property lines. No Lot owner shall modify or change the topography or contour of any drainage areas or easements, including drainage swales. It is especially important that any altered drainage patterns over a Lot not cause soil erosion on adjacent properties. Garages Garages should be designed as an integral part of the residence. Residences, not garages, shall have the emphasis on residential streets. Varying the placement of street-accessed garages on DRAFT adjacent lots is encouraged to create diversity and avoid repetition. Garages are required to have a minimum two-car capacity; three and four car garages are encouraged on larger lot segment types. Garages with street facing doors must be set back a minimum of 23' from the street property line or as may be required by the Town of Mead, and must also be set back a minimum of four (4) feet from the forward most enclosed area or covered porch of the residence. Garage doors should incorporate architectural detailing compatible with the home's design to add diversity to the streetscape. Window panels on garage doors are also encouraged to add street diversity. Recessed front loaded garages or recessed garage doors are encouraged. Split garages, side-load (swing-in) and tandem garages are also permitted. Flush or projecting garages doors with a third-car door shall have a minimal horizontal offset of two feet (2') from the other garage doors. Side loaded garages shall incorporate windows and architectural detailing for the front street facing elevation consistent with the balance of the front façade of the home. Garage doors shall be a maximum height of eight feet (8'). However, higher doors may be permitted, only after receiving architectural approval, to accommodate a RV, boat, or other recreational storage. Accessory Living Areas Accessory Living Areas are permitted in accordance with the Master Declaration subject to compliance with the Town of Mead Land Use Code regulations and the prior written approval of the DRC and the criteria outlined below. PRIOR TO CONSTRUCTION OF ANY ACCESSORY LIVING AREA, THE OWNER SHALL SUBMIT TO THE DRC FOR APPROVAL ALL PLANS AND SPECIFICATIONS WITH THE SAME REQUIREMENTS AS SUBMITTING THE PRIMARY RESIDENCE. An Accessory Living Area (Guest House) shall be defined in accordance with the Town of Mead regulations, Article 6 of the CCRs and shall be architecturally compatible with the main residence in design, color, style, materials and roof pitch and may be required to have at least one plane break. In no case may the Accessory Living Area be more than 40% of the total living area of the residence, excluding garages and basements, or 850 sq. ft. maximum, whichever sq. ft. amount is less. All accessory living structures must be on a poured foundation. No temporary and/or portable buildings or pre-fabricated buildings will be allowed. Accessory Living Area/Guest House shall not be used as a separate rental unit. Submittals for Accessory Living areas may not be suitable for all lots and shall be reviewed by the DRC on a case-by-case basis. Driveways and Walkways Driveways must be paved with concrete to the primary or accessory living area garage. All driveways must be completed prior to move-in. Materials used to create special paving patterns are subject to DRC approval prior to installation. Walkways to the front door off the main driveway must be concrete. Other walkways as part of a landscaping plan may be concrete, brick, concrete pavers, flagstone, or other natural materials to create the most attractive landscaping effect and are subject to review and approval by the DRC. DRAFT Address markers, driveway lighting and driveway or walkway entry columns must match or compliment other elements of the architecture of the home and are subject to approval by the DRC. Retaining Walls Retaining walls should be a maximum of two (2) feet in height constructed of brick, natural stone, stone pavers or similar materials that match or compliment the residence and subject to approval by the DRC. Terracing should be used where additional height is required. In exceptional cases where additional height may be needed, engineered plans may be required per code. Exposed concrete, treated wood, concrete block or creosoted railroad tie retaining walls are specifically forbidden. Retaining walls that are curvilinear and divided are preferred to straight, long walls. All retaining wall designs and materials must be submitted for approval by the DRC. Exterior Mechanical Equipment All exterior mechanical equipment, such as air conditioners, cooling, heating or other mechanical equipment located outside a residence shall be screened from view by other Lots and from the streets by approved fencing, materials matching exterior house material or with landscaping to reduce impact. Under no circumstances will these mechanical items be roof mounted or located in a window of the house. DRC approval is required. Exterior Storage Areas Outbuildings and storage sheds are NOT permitted. No accessory buildings (other than approved decorative gazebos, pool cabanas, accessory living areas, or other structures) may be constructed on a Lot without prior written approval from the DRC. Mailboxes Mailbox kiosk station or stations will be located within the community and installed in accordance with U.S. Postal Service regulations. The builder or developer will be responsible for the installation of the required kiosk station(s) and maintenance will be provided by the Mead Village Metropolitan District. Homeowners are responsible for coordinating the pickup of keys and delivery of mail directly from the Mead Post Office after the residence closing. Exterior Lighting Exterior lighting must be subdued. Subtle illumination is required through the use of down lights or fixture lenses that help obscure the light elements. The lowest watt bulbs should be used to minimize light spill onto adjacent properties and glare. LED lights that produce harsh glare will not be permitted. The lighting may be permitted by the DRC for such purposes as illuminating entrances, garages, decks, driveways, walkways, etc. In all cases, exterior lights should be of a design compatible with the structure and indicated on the architectural plan and landscaping plan, and are subject to the approval of the DRC. DRAFT Play and Sports Equipment No swing sets, play sets, basketball courts and backboards, trampolines, swimming pools, and all other types of play equipment and facilities can be installed without prior DRC approval as to size, style, color and location. Play and sports equipment may not be permissible on all lots. No swing and play sets or other large-scale recreational equipment shall be maintained on a Lot which is visible from any street. If approved, swing sets must be constructed of natural materials; i.e., no metal swing or play sets will be allowed. Maximum playset height is 10'. Basketball backboards will be permitted as determined by the DRC; however, basketball backboards are not permitted to be mounted directly above any garage. Portable and freestanding basketball backboards shall be made of standard manufacturer's materials and colors. Temporary, portable basketball backboards and poles may not be used within public streets and shall be stored out of view from adjacent properties and streets except when in use. Any necessary fencing or containment for such equipment is also subject to DRC approval. Hot Tubs and Swimming Pools Hot tubs and pools, including privacy fencing and screening, will be integrated into the design of the home and landscaping and shall not have lights for night use that would constitute a nuisance to any other Lot owner. Above-ground pools will not be allowed. Safety fencing around swimming pools must also meet the Town of Mead code requirements. DRC approval is required. Flagpoles Freestanding flagpoles are prohibited except as approved by the Declarant for new home marketing. Flagpoles attached to the front of the house do not require approval as long as the pole top does not rise above the level of the bottom sill of the second story windows and is a maximum of 6-0" long. Lawn Art In order to preserve a harmonious landscape plan, all lawn art, sculptures, fountains, decorations, ornaments and other similar decorations in view from the street or any adjacent lot must be submitted to and approved by the DRC prior to installation. Pets/ Dog Runs and Dog Houses All pets are subject to Article 4 of the CCRs. An aggregate of not more than four domesticated animals (which must be fenced or restrained in a fenced side yard or in the backyard of a Residential Site or kept inside the residence at all times within a Residential Site) will permitted on any Residential Site within the Community Area. Pot-bellied pigs and poultry are prohibited. Pets cannot be bred or kept for commercial purposes. Invisible fences or other constraints cannot encroach into common areas. Dogs may not be chained as a means of containment. Dog run location, size and materials are all subject to approval by the DRC and may be submitted on your landscape plan or separately if needed. Dog runs must be located in the side or rear yard DRAFT and substantially screened from view from neighbors and adjacent public streets and areas with landscaping or other approved materials. Dog houses are subject to approval by the DRC unless they are inside an approved dog run and screened from view. Chain link fence is prohibited for use in any portion of the dog house, dog run, or dog enclosure. Satellite Dishes and Antennae All antennae are subject to Article 4 of the CCRs. No attached or detached antenna, satellite dish, or other device for the transmission of television or radio signals or any other form of electromagnetic radiation shall be erected or used or maintained outdoors on a Lot without the prior approval of the DRC. Maximum size of any satellite dish is eighteen inches (18"). Lot owners are encouraged to utilize screening, unobtrusive placement, planting, camouflage and other measures to ensure that the aesthetics of the community are protected and safety of such devices. Requests to the Committee for approval of installation of such instruments must meet the following requirements: • A written request with specifications and a photograph of the home indicating the location where the instrument is to be placed must be submitted for approval prior to any installation. • Each dish or antennae must be located in the least conspicuous area possible to minimize visual clutter. • Depending upon location and as determined by the DRC, the apparatus may be required to be screened or painted to blend with the object from which it protrudes within ten (10) days of installation to minimize visual intrusion. • Such antenna shall not be installed at a height greater than the height of the roof top of the improvements constructed on the Lot. Solar Energy Devices Committee approval is required. Passive and active solar energy systems must be integrated into the architecture of the residence area. Solar collection panels should blend into overall architectural massing and roof form designs. Solar panels should be at the same pitch as the roof, even though the slope may not be "optimal". For solar collection, a small increase in panel size may be required to increase the efficiency of the collector array which is preferable to the visual conflicts of different angles and slopes on the roof. Solar panels will not protrude more than one foot (1') above roof surface or above ridgeline of a roof. No exterior plumbing may be visible. Solar panels may also be ground mounted as long as they are appropriately screened from view. LANDSCAPING ALL PROPOSED LANDSCAPE IMPROVEMENTS REQUIRE APPROVAL FROM THE DRAFT DESIGN REVIEW COMMITTEE PRIOR TO INSTALLTION IN ACCORDANCE WITH THE CCR'S. Minimum landscaping standards have been created in order to assure that each homeowner enjoys the benefit of a well landscaped community in accordance with the Town of Mead standards. Homeowners are encouraged to design attractive and unique landscape plans within these Standards. While plans are not required to be designed by professional landscape designers, it is strongly recommended in order to create the best plan for the individual home site. For the purpose of a common reference, these general landscaping definitions shall apply to the following section: • Landscaped Areas: Planting beds containing trees, shrubs, ground covers, annuals, perennials, mulch and edging. • Turf: Sod or Irrigated Grass such as Bluegrass • Mulch: Organic material such as bark, gravel and other types of ground cover that are not grass (river rock is not considered mulch). All proposed landscape improvements including trees, shrubs, turf, mulches, walls, gardens, water features, curbing, re-vegetation, etc. are subject to the criteria listed below and subject to DRC approval. Landscaping additions which were not part of the initially approved plan must receive separate DRC approval. Landscaping Installation and Completion Times All landscaping for Lots on which a residence has been completed between January 1 and September 30 of any given year shall be landscaped within sixty (60) days of the approved landscape plan. For landscape plans approved between October 1" and March 31st of a calendar year, the landscape shall be installed within a reasonable period of time after landscape plan approval but not later than the next May 31st. The DRC may grant an extension for the installation of trees, sod, shrubs, and other living materials due to adverse weather conditions and due to permit and water restrictions that may be imposed by Little Thompson Water District. However, if an extension has been granted by the DRC, landscaping will be installed as soon as weather permits or as soon as a permit is available and/or water restrictions have been relaxed or removed. The builder is required to install front yard landscaping with an automatic underground irrigation system, including the detached front tree lawn area, and any street facing side yard. The builder is also required to install the tree lawn tree(s) in the designated species and size in accordance with the community master landscape plan. The homeowner is responsible to install the landscaping for the back and any interior side yards within sixty (60) days after landscape plan approval. Landscaping shall proceed with diligence and shall be completed within thirty (30) days after the date of commencement of installation. Landscape Maintenance and Dead Plant Materials The Lot owner shall be required to maintain all landscaping, including the turf and tree(s) in the detached right of way area in front or on the side yard of the residence. Trees in the detached DRAFT tree lawn area(s) shall be installed and/or replaced at each tree lawn location with the tree species and size designated in the community master landscape plan. Dead or dying landscape materials on a Site shall be replaced as soon as possible by the Owner thereof, taking into account weather conditions affecting the planting of replacement landscaping, and all landscaping shall be regularly maintained in a neat and trim manner. Automatic irrigation systems on a Site shall be maintained and operated by the Owner of the Site in such a fashion as to conserve water to the maximum extent practicable while still maintaining landscaping in an attractive condition. The grass and other landscaped areas in all yards and other portions of every Site on which no building has been constructed shall be maintained in an attractive condition. Each Site shall be kept free from weeds, brush or other growth or trash which, in the reasonable opinion of the District, is unsightly or causes undue danger of fire. Landscape Criteria All lots are required to be landscaped. The landscaping area shall include one hundred percent (100%) of the unimproved lot area and ground cover over said 100%. Gravel may not be used as ground cover, except within five feet (5') of the home on the Lot and in other areas only with approval by the DRC, which approval may or may not be granted at the Committee's sole discretion. Xeriscaping and water conservation are encouraged; however, landscaped area using decorative rock void of plant materials shall not be accepted as xeriscaping. Site Distance at Intersections A sight distance triangle is defined as the area at the corners of an intersection that is to be kept free of shrubs, ground covers, berms, fences, structures, or other materials or items greater than twenty-four (24) inches in height. Trees shall not be planted in the triangular area. The size of the sight distance triangles is determined as follows: (a) At the intersection of any two streets or where a street intersects with an alley, a triangle measuring thirty (30) feet along each curb or edge of roadway from their point of intersection, the third side being a diagonal line connecting the first two. (b) At the intersection of a driveway or private access and a street, a triangle measuring fifteen (15) feet in length along the edge of the driveway and along the curb or edge of roadway from their point of intersection, the third side being a diagonal line connecting the first two. Minimum Planting Requirements for all Lots Each Lot, in addition to re-vegetation of all disturbed areas, shall be required to introduce new planting as follows: • Ornamental trees shall have a minimum 1.5" caliper • All other deciduous trees must have a minimum 2" caliper • All evergreen trees must be a minimum of six feet(6') in height • Detached street tree lawn turf and trees shall be in accordance with the Mead Village Master landscape plan • Deciduous trees must be of the type and species shown on the Master final landscape plan • All shrubs shall be a minimum size of 5 gallon or larger DRAFT Interior Local Street • Two (2) front yard trees—one (1) of which must be an evergreen tree • Five (5) shrubs Corner Lots • Three (3) front yard and street facing side yard street trees — one (1) of which must be an evergreen tree abutting the intersecting streets (subject to site distance requirements) • Five (5) shrubs Non-Approved Trees The following is a list of non-approved trees. Please check the Town of Mead Land Use Code and Zoning Code on the Town's website at www.townofmead.org to obtain a list of all non- approved trees and other landscaping requirements that may be required by the Town of Mead. 1. Russian Olive 2. Lombardy Poplar 3. Siberian Elm 4. Boxelder Maple 5. Cotton-bearing Cottonwood 6. Salt Cedar or Tamarisk 7. Male Ginko Approved Deciduous Trees This list is not all inclusive. The CSU Extension Service is recommended for assistance in determining tree and shrub varieties to be used. Shade Trees: • English Oak • American Linden • Swamp White Oak • Bur Oak • Sycamore • Emerald Green Norway Maple • Fairview Maple Ornamental Trees: • Greenspire Linden • David Crabapple • Hackberry • Harvest Gold Crabapple • Glenleven Linden • Profusion Crabapple • Kentucky Coffee Tree • Radiant Crabapple • Redmond Linden • Tartarian Maple • Royal Red Maple • Thornless Cockspur Hawthorn • Skyline Honey Locust • Wafer Ash Landscape Maintenance/Death or Destruction of Living Material Landscaping must be maintained with appropriate water, fertilizer, mowing, pruning, and weeding. However, weeds must be mowed and maintained below 5" in height. DRAFT In the event of death or destruction of any landscaping, including trees, tree lawn tree(s), shrubbery or sod, the Owner shall be required to replace such landscaping within fifteen (15) days after such death or destruction, or as soon as practical considering plant material, weather and growing season. The tree lawn tree(s) must be replaced with the same tree species and size designated on the community master landscape plan. Failure to comply with the above landscaping requirements can result in fines and additional costs in accordance with fine structure adopted by the Mead Village Metropolitan District. Landscape Plan A plan for preparing the Lot for planting trees and lawn, grass, or other appropriate ground cover, including natural covers, and appropriate shrubbery for the entire Lot, including the area up to the street pavement and right-of-way detached street tree lawn area will be submitted and approved by the DRC in accordance with these Design Standards and Covenants. The "landscape plan" must be drawn at a scale of 1"= 20' or larger and be submitted to the DRC prior to commencement of landscaping and include the following: 1. Scale—written and graphic, and North arrow 2. Existing and proposed structures and paving 3. All proposed landscape improvements including trees, shrubs, turf, mulches (bark, gravel, etc.), vegetable gardens, etc. 4. Berms, walls, fences or any other buffering device 5. Planting to be removed or relocated 6. Title block with name of owner, name of person preparing plan, address, and date prepared 7. A written or graphic statement describing type of irrigation system proposed and areas to be covered 8. Plant schedule showing number and location of plants of each species, plant name, size and condition (B&B or container) 9. Any other proposed improvements visible to adjacent lot owners or the public Maintenance of Drainage on Lot There will be no interference with the established drainage pattern over any property within the Community Area except as approved in writing by the DRC. Approval will not be granted unless provision is made for adequate alternate drainage. The "established drainage pattern" will mean the drainage pattern which exists at the time the overall grading of any property is completed and will include any established drainage pattern shown on any plans approved by the DRC. The established drainage pattern may include the drainage pattern from Common Elements over any Lot(s), from any Lot over the Common Elements, or from any Lot over another Lot. Each lot owner is responsible for any erosion control that may be necessary to protect adjacent lots or common areas from damage due to drainage or related erosion. When installing landscaping, it is very important to ensure that water drains away from the DRAFT foundation of the house and that the flow patterns prevent water from flowing under or ponding near or against the house foundation, walkways, sidewalks and driveways. FENCES AND GATES All fencing location and materials require approval from the DRC. A common standard fence design concept shall be utilized for all fences and gates within the community. All fencing shall by vinyl and the color shall be beige or tan to match existing fence within the community. Privacy fence is permitted along arterial or collector roadways and property exterior boundaries that do not back to open space in accordance with the Mead Village Final Landscape Plan. Privacy fences shall be a maximum of six feet (6') in height in permitted areas within the community in accordance with the final landscape plan. All privacy fencing between homes and along perimeter lot boundaries, where permitted, shall be a maximum of five feet (5') in height. Privacy fence must taper or be stepped down to where it connects to six foot privacy fence or open rail fence. The only permitted fencing on lots adjacent to parks and open space areas shall be 3-rail vinyl open rail fence in the same color to match privacy fencing up to a maximum height of fifty-four inches (54") including posts and forty-eight inches (48") rail height. Open rail or privacy fence installed by the developer along the open space areas shall be owned and maintained by the Mead Village Metropolitan District. A 2" x 4" galvanized weld wire mesh extending to, but not above, the top rail can be attached by the homeowner (at homeowner expense) to the inside (the homeowner side) of the fence to contain pets and small children. This type of weld wire can be purchased at Split Rail Fence Co., Home Depot, Lowe's or other building materials stores or fence companies. "Chicken wire" and chain link is not permitted. Failure to install the correct weld wire is subject to removal at homeowner expense. All fences shall be set back a minimum of four (4) feet from all sidewalks or side yards of a Lot adjacent to a public or private street. No fences are permitted in the front yard. No fences will be permitted to protrude in front of the front elevation of any residence. No fencing will be installed in such a way that it impedes drainage or views in a sight distance triangle. Gates must be made from the same type of material and color as the fence from which it is attached and may be installed by the homeowner for access to the homeowner's rear or side yard. DRC approval is required for gate size and location. Privacy fencing will not be allowed around swimming pools except to screen pool equipment. The homeowner is responsible for meeting any safety code requirements pertaining to swimming pool fencing. Any other fences, such as interior fencing to enclose patios, hot tubs, swimming pools, screen trash receptacles, support arbors, etc., will be of a type, finish, color, etc., compatible with the building architecture. This fencing must be located and detailed as part of the landscape plan for review by the DRC. DRC approval is required prior to installation. DRAFT SIGNAGE All signage will be subject to Community Sign Guidelines provided as a supplement to home builders and/or subject to Community Rules and Regulations provided to homeowners. All signs are subject to DRC approval. SUBMITTAL PLAN PROCESS AND REQUIREMENTS The following information outlines the submittal plan process and is designed to be used as a tool prior to preparing a submittal for review by the Design Review Committee. If there are any questions regarding a submittal or the process, please contact a member of the DRC. Site Plan Prior to any construction, two (2) copies of the Site Plan shall be submitted to the Design Review Committee for review. The Site Plan shall be a minimum scale of 1:20 and must include: • Building location within setbacks and building envelopes (including any Accessory Living Area with garage that is either attached or detached from the main residence) • All setbacks and easements • Driveway location and percent (%) of slope indicated • Grading and drainage plan showing existing and proposed grades at a maximum 2' interval with spot elevations at building corners. • Top of foundation elevations including garage and basement Site Staking The submittal may also include an actual site staking of building corners, driveways and other improvements as required by the DRC. In determining the proper location for each improvement, the DRC may consider the location of existing and future improvements on adjacent sites and other considerations as it may deem appropriate. If required, the lot should be staked as follows: • Each improvement should be indicated with 4-foot high wood or steel stakes at corners. The outline of the improvement may be required to be marked by connected string between corner stakes. Side and front lot lines may also be required to be marked in a similar manner if they are not already marked. The main floor elevation of the structure shall be clearly marked on the building corner stakes. • All property corners shall be clearly marked. • All other improvements, including any Accessory Living Area, shall also be staked. Architectural Plan One (1) full size (24" x 36") set of complete architectural working drawings along with two (2) 11" X 17" copies shall be submitted including: • Floor plans at no less than 1/4" = 1' 0" • All exterior elevations with exterior materials noted • Exterior details, including chimneys, exterior stairs, decks, railings, porch and deck columns, etc. • At least one cross section of the structure indicating roof pitches and height DRAFT • Plans indicating location of all exterior lighting o Samples of all exterior materials and colors, including cut sheets of exterior light fixtures and a written list of manufacturer name identification and color designation or number. Colors may be modified, if so desired, if colors are resubmitted and approved. o A completed Submittal Application Form and a completed Submittal Checklist shall be included with each submittal to the Design Review Committee. o All plans and samples must be clearly marked with the date, owner's and/or builder's name, lot and filing number. The Design Review Committee may occasionally request additional information from time to time in order to be able to visualize the proposed residence and any improvements. Submittal Address When your submittal has been prepared it should be submitted to: Mead Village Metropolitan District Attn: DRC Committee c/o Vintage Homes and Land, LLC 200 W. Hampden Ave., Suite 201 Englewood, CO 80110 Telephone - 303.346.6437 Submittal Review There will be a $300.00 Design Review fee per plan for the initial review of architecture and site plans. For additional reviews, no review fee will be charged. When applicable, checks should be made payable to: Mead Village Metropolitan District. Refer to the application for other submittal fees. Upon receipt of all required documents, the Design Review Committee will review the plans and will provide a written response to the owner within sixty (60) days after submittal. Until expiration of the Declarant's rights under the CCRs, the DRC shall notify the Declarant in writing within 3 business days after the DRC has approved an application. The notice shall be accompanied by a copy of the application and any other information the Declarant may require. The Declarant shall have ten (10) days after receipt of said notice to veto any such action, in its sole discretion, by written notice to the DRC and the applicant. In any event, the DRC shall notify the applicant in writing of a final determination within sixty (60) days after its receipt of a completed application, design review fee, and all required information. Until DRC approval has been granted, Builder and homeowner are not authorized to commence construction of a residence, landscaping, or other improvements that require DRC approval. In the event of any disapproval or changes by the Design Review Committee of final submittal, re-submittal of plans will follow the same procedure as an original submittal with no additional fee. DRAFT Consistency of Decision and Enforcement All decisions and approvals shall be made with the intent of preserving the Design Review Committee objectives, and the community's best interest. Therefore, the interpretation, level of enforcement, and the decisions of the DRC may vary with location and time. Past DRC approvals and decisions in no way indicate the result of future approvals and decisions. All improvements must be submitted on an individual basis and past approvals do not extend to new improvements. Enforcement by the DRC or Mead Village Metro District regarding a specific improvement in no way requires enforcement for another improvement, including identical improvements at different locations. Any non-compliance to the Design Standards, DRC requirements, CCRs, Rules and Regulations may be enforced as allowed under the Master Declaration. Additional Construction, Landscaping or Exterior Changes Additional construction, landscaping, or accessory living area improvements or changes before, during or after completion of an approved structure must be submitted to the Design Review Committee for approval prior to initiating such changes or additions. Exemptions from DRC Review The following types of changes, additions or alterations do not require the approval of the DRC. Although exempt from review by the DRC, all work must proceed in accordance with all federal, state and local codes, ordinances and regulations having jurisdiction at the site and the Design Standards. • Addition of vegetation to a Lot in accordance with a previously approved landscape plan. • Modifications to the interior of a structure when those modifications do not materially affect the outside appearance of a structure. • Repainting and/or re-staining in originally approved colors. • Repairs to a structure in accordance with previously approved plans and specifications. • Seasonal decorations if removed within approved time period. • Removal and replacement of dead or diseased vegetation located within the Lot or detached the tree lawn area with the same plant materials previously approved. Approval Time Limitation Final approval of architectural plans is valid for twelve (12) months. Construction of the home must begin within three (3) months of plan approval. If the home is not started within twelve (12) months then the plans are deemed to be withdrawn and a full re-application shall be necessary. Work In Progress/Notice of Completion The Design Review Committee may inspect all work in progress and give notice of non- compliance. Absence of such inspection and notification during the construction period does not constitute either approval by the DRC of work in progress or compliance. Upon completion of the improvement to Property, the Applicant shall give written Notice of Completion to the Mead DRAFT Village Metro District. Review of Waiver The Design Review Committee reserves the right to waive or vary any of the procedures or standards set forth at its discretion for good cause shown. Damages The Mead Village Metropolitan District, the Design Review Committee, or any authorized agent of District or Declarant shall not be liable for damages to anyone submitting plans to them for approval, or to any owner by reason of mistake in judgment, negligence, or nonfeasance arising out of or in connection with the approval, disapproval or failure to approve any plans or specifications. Every owner or other person who submits plans to the Mead Village Metropolitan District/Design Review Committee for approval agrees, by submittal of such plans and specifications, that he/she will not bring action or suit against the Mead Village Metro District, the Declarant, the Design Review Committee or its members, authorized agents, officers, directors, or employees to recover damages. SUBMITTAL FORMS The application form for Design Review Committee Approval is attached to these standards. All plans submitted for review must be drawn to scale. All plans shall be of the same sheet size. Exterior color selections must be approved prior to being applied to the dwelling. A display board showing the front elevation and all of the colors and materials to be used must be provided before final approval will be given. Landscaping Plans must be drawn to scale and must show all existing improvements and all proposed improvements, including plantings, walls, gazebos, fences and gates, proposed dog runs, play areas and equipment, etc. Documents provided to the Design Review Committee will be retained by the Committee for the Committee records. Color Boards will be returned upon completion of installation. DRAFT MEAD VILLAGE DESIGN REVIEW SUBMITTAL INSTRUCTIONS Steps in Submitting Plans to the Design Review Committee for consideration: ? Step One: Complete the Application Form ? Step Two: Complete the Materials and Colors Form (when applicable) ? Step Three: Complete the Submittal Checklist Form ? Step Four: Forward Forms and Materials to the DRC with any applicable Fees (Application Form, Materials and Colors Form, Submittal Checklist Form and Required Drawings and Materials) Design Review Fee Structure: Submittal Initial Review Fee Re-submittal Fee Architecture and Site Plan $300.00 No Fee Landscape Design (Initial) $50 No Fee Accessory Living Area Building $150.00 No Fee (if submitted later than primary residence) Fencing Plan No Fee w/landscape $50.00 plan or$25 if submitted separately Other Submittals No Fee $50.00 This fee structure has been created in order to offset expenses for review by consultants, professional architects and landscape designers to review appropriate plans as members of the Design Review Committee. If you have any questions regarding your submittal please contact Mead Village Metropolitan District c/o Vintage Homes and Land, LLC 200 W. Hampden Avenue, Suite 201 Englewood, CO 80110 303-346-6437 MEAD VILLAGE ARCHITECTURAL DESIGN REVIEW APPLICATION FORM Contact Information: (This is where review comments will be sent unless notified otherwise) Name: Current Address: City/State/Zip: Home Phone: Business Phone: Email: Email: Submitted For: Lot Number: Street Address: Please check what is being submitted for review: ? Architecture and Site Plan ? Landscape Design ? Fencing Plan: Perimeter, Interior,Privacy,etc. ? Other: Accessory Living Area, Play Structures, Swimming Pools, Signage,etc. ? Is this a First Submittal or a Re-submittal? A detailed drawing of all improvements must be attached to the application to show location and dimensions. For painting projects,please include a color sample. Complete the materials color form with this application. Contractor: Planned Start Date: Completion Date: Any comments regarding your submittal the DRC should consider? ? DRC Fee Enclosed if applicable(See Fee Table) - Please make checks payable to: Mead Village Metropolitan District—Attn: DRC do Vintage Homes and Land, LLC 200 W. Hampden Ave., Suite 201 Englewood, CO 80110 I/We understand that I/We must receive approval from the Mead Village Design Review Committee before construction can commence. I have read, understand and agree to be bound by the Hold Harmless Acknowledgement and the Other Conditions on page 2 of this application form. Date: Signature: Date: Signature: This form must be signed above and on page 2 to be considered. Page 1 of 2 DRAFT MEAD VILLAGE APPLICATION AND REVIEW FORM FOR ARCHITECTURAL IMPROVEMENT OR EXTERIOR CHANGE HOLD HARMLESS ACKNOWLEDGEMENT There shall be no liability on the Mead Village Metropolitan District,the Design Review Committee(hereinafter referred to as the DRC),the Management Company,the Declarant,nor any authorized committee representative of the Mead Village Metropolitan District for any loss,damage or injury arising out of,or in any way connected with,the performance of the duties of the DRC. I agree to hold harmless the Mead Village Metropolitan District,the Declarant,and/or DRC members in their review of any matter submitted to such Committee.Neither the DRC nor the Mead Village Metropolitan District or Declarant is responsible for passing on safety,whether'structural or otherwise,on conformance with building codes or other governmental laws and regulations,nor shall any such Committee's approval of an improvement of property be deemed approval of such matters. OTHER CONDITIONS I.I/We will pay for and secure any/all necessary licenses and permits as may be required by law and will not start on the improvement until I have obtained all required approvals and permits.Approval of the improvement or change by the Mead Village Metropolitan District DOES NOT constitute approval by local governmental entities,including but not limited to local building or zoning departments;nor drainage design,nor structural soundness. 2. I/We will be responsible for future maintenance and repairs of the improvement or change.The Mead Village Metropolitan District will NOT maintain the improvement or change,nor will the Mead Village Metropolitan District be responsible for repairing any damage to the improvement or change,nor any damage caused as a result of the improvement or change. In the event the construction of the requested improvement or change causes damage to any other property within the community, I/We will bear the full responsibility for that damage. 3. I/We will be responsible for immediate,proper disposal of any/all trash,debris,material,etc.generated as a result of the work. Use of Mead Village Metropolitan District or Principal Builder trash receptacles is prohibited. 4.All applications,denied or approved,are further subject to the Town of Mead Land Use Code and the Mead Village Metropolitan District governing documents;Master Declaration of Covenants,Conditions and Restrictions and Design Standards and Rules and Regulations. Any improvement which,although mistakenly approved by the Mead Village Metropolitan District and/or DRC,is in contravention of a provision of the Master Declaration,Guideline, Rules and Regulations or any governmental code,regulation,statute or ordinance is deemed denied regardless of the consent previously given and such consent shall not be a waiver of the Mead Village Metropolitan District's right to enforce said covenant,guideline,rule or regulation as if the request for the improvement had been denied. 5. I/We must contact the Mead Village Metropolitan District for a final inspection when the improvement or change is complete and 1/We authorize entry onto my property for exterior inspection. Failure to notify the DRC or refusal to allow inspection shall result in the withdrawal of the DRC's approval of my request. 6. I/We will be responsible for the Mead Village Metropolitan District's reasonable attorney fees and costs related to my failure to obtain approval or to properly complete the improvement regardless of whether my request or application is later approved. 7.The Mead Village Metropolitan District may request additional information relating to my improvement prior to approving this request and/or prior to the completion of the improvement and 1/We will immediately comply with any such request(s). Failure to comply shall result in the withdrawal of the DRC approval, if previously granted,and waiver of any time limits imposed upon the Mead Village Metropolitan District. 8. If the improvement as built or completed does not conform to the improvement as approved by the DRC,upon written request of the DRC,I/We will at my own expense and cost,promptly restore the property to substantially the same condition as existed prior to commencement of the improvement. Signature of Homeowner(s) Date submitted This application must be signed here and on page Ito be considered. APPLICATION APPROVED SUBJECT TO: APPLICATION DISAPPROVED FOR THE FOLLOWING REASONS: Page 2 of 2 DRAFT MEAD VILLAGE DESIGN REVIEW MATERIALS AND COLORS FORM Please submit this form to accompany your materials and color board to the Design Review Committee for consideration. Lot Number: Date: Owner: Address: Exterior Material: Manufacturer: Color: Style: Exterior Material: Manufacturer: Color: Style: Exterior Material: Manufacturer: Color: Style: Paint/Stain Colors: Manufacturer: Body Color: Trim Color: Other Colors: Roofing Material: Manufacturer: Color: Style: Exterior Lighting: Manufacturer: Color: Style: Deck/Porch Material: Color: Style: Railings: Fencing Material: Style: Color: Height: DRAFT MEAD VILLAGE DESIGN REVIEW SUBMITTAL CHECKLIST FORM Please submit this form to accompany your application form, spec home worksheet, materials and colors form and materials and colors board with two site plans and two architectural plans and any applicable fees to the Design Review Committee as the final step in the review process. Applicant Name: Lot Number: FORMS • Completed Application Form • Completed Materials and Colors Form • Completed Checklist Form (this form) SITE PLAN (2 Sets of Plans at Scale of 1:20) • Building Location within Setbacks • Setbacks and Easements • Driveway Location and Percentage of Slope • Grading and Drainage Plan • Top of Foundation Elevations(Including Garage and Basement) ARCHITECTURE(2 Sets of Plans at Scale of 1/4"=1'0") • Floor Plans(Check all below that apply with this submittal) ❑ Residence ❑ Accessory Living Area building • Exterior Elevations • Cross Section • Location of Exterior Lighting • Cut Sheets of Exterior Light Fixtures • Materials and Color Form • Color and Material Board(* 2' x 3' display of color&materials) * If colors have not been determined at time of initial submittal,color board may be submitted for approval prior to frame start. OTHER ? Landscape Plan (not required with Architectural Submittal) ? Fencing Plan (required with Landscape Plan) ? Detached Accessory Living Area Building with Garage(if applicable,not required with Architectural Submittal) Other Improvements (if applicable,not required with Architectural Submittal) FEES(Check all that apply) .� Architecture and Site Plan Initial Review$300 Re-submittal No Fee .� Landscape Design Initial Review$50 Re-submittal No Fee .� Accessory Building Initial Review$150 Re-submittal No Fee .� Fencing Plan with landscape plan Initial Review No Fee or$25 Re-submittal$50 DRAFT Other Submittals Initial Review No Fee Re-submittal$50 MEAD VILLAGE CONSTRUCTION REGULATIONS In order to ensure a safe, neat and orderly development site, the Declarant has established certain Construction and Safety regulations for Mead Village. Storage of Materials and Equipment Builders and their subcontractors are permitted to store construction materials and equipment only on the building site during the construction period. Materials shall be neatly stacked and properly covered and secured. Storage of materials or construction equipment outside the building site will be done only with approval of the Declarant. Builders and their subcontractors will not disturb, damage, or trespass on other lots or the open space. Should any such damage occur, it shall be immediately restored and repaired at the offender's expense. Erosion Control/Stormwater Management All builders shall be responsible for erosion control on their Lots during construction and landscaping and homeowners during subsequent landscaping installation. This includes having the required Storm Water Permit, a Storm Water Management Plans (SWMP) and Best Management Practices (BMP) that shall include at a minimum silt fence, straw bales or wattles, vehicle tracking pads, the cleaning and sweeping of streets adjacent to the Lot during the construction or landscaping period, installation of all required BMP's to prevent erosion into the drainage swales or storm water facilities as well as weed mowing on the property. Builders and homeowners (or their landscape contractors) shall promptly clean their property and streets and shall maintain the improvements and all portions of the property in good condition and repair at all times. Homeowners should ensure that the landscape installation contractor is aware that the homeowner is personally responsible for any erosion control that may be necessary to protect the lot, adjacent lots, common areas, public streets (including right of way), detention ponds and other storm water facilities from silt runoff and damage due to landscaping. The stockpiling of rock, mulch, or dirt on the streets during construction and landscaping is prohibited. The Town of Mead, State of Colorado, Mead Village Metropolitan District, DRC and/or the Declarant may assess fines for non-compliance of erosion control measures. The Declarant and Mead Village Metro District WILL NOT be held responsible for individual Storm Water Management and Best Management Practice violations. Each builder and/or homeowner will be held accountable for any costs incurred by the Declarant, Developer or Metro District to remedy enforcement violations issued by the Town of Mead, the State of Colorado, or the EPA. DRAFT Tracking Pads, Debris and Trash Removal During the construction period, each construction site shall be kept neat and shall be properly policed to prevent it from becoming a public eyesore. Each construction site shall install prior to excavation of the house foundation a vehicle tracking pad of sufficient size and appropriate materials from the paved road in accordance with builder's Stormwater Management plan. The tracking pad shall be properly maintained at all times. Dirt, mud or debris that results from any activity on the construction site shall be promptly removed from public roads, open spaces and driveways. if debris is not removed after reasonable notice, the Builder will be charged for its removal and subject to any fines that may be imposed to the developer or Metro District. Builders and their subcontractors must maintain a trash receptacle of sufficient size at builder's expense. Trash receptacles are not permitted on the street. Trash and debris shall be removed from each construction site as often as necessary. Contractors shall properly dispose of all food wrappers and containers into designated trash containers. Trash dumpsters shall not be filled to over capacity to avoid blowing trash in the community. Lightweight material, packaging, insulation and other items shall be covered or weighted down to prevent wind from blowing such material off each construction site. Builders will be responsible for the cleanup of blown construction trash that is generated from the building site to other lots, private yards, within the community open space or other off-site areas. Builders and their subcontractors are prohibited from dumping,burying, or burning trash anywhere within the community. Construction Parking Areas Construction crews will park only on the lot or tract they are working or in designated street parking areas. Under no circumstances will construction parking block or impede access to neighboring properties. Concrete Wash-out Area Each builder shall have a designated and clearly posted concrete wash-out area for the lots on which they are building. Concrete washout locations must receive DRC approval and will not be permitted in right of way areas or on common area tracts. Concrete shall be washed out in the pit area only and not on the Lot, tracking pad, street, storm drainage or other areas. The builder shall pay the costs to install, clean, and maintain the concrete wash out area as necessary. Excavation Builders shall be responsible for removal of any excess excavation material from the site. The materials will not be placed in common areas, roads or on other lots. Excavation shall occur on the lot only. DRAFT Portable Toilets The Builder is responsible for providing a portable toilet on each home site under construction or as may be designated within their Stormwater Management plan and paying the costs thereof Toilets shall receive regular maintenance and be located on the lot, away from existing occupied residences. Portable toilets shall not be located on the street. Signs All signs must receive DRC approval. Each builder shall submit for DRC approval any marketing sign for use at the community entrance, model homes, sales offices or on individual lot or home sales within Mead Village. Signage shall be approved by the Declarant and DRC. All signs must comply with the Town of Mead standards with regard to size, location, sight distance triangle regulations, and number of signs permitted. All builders building within Mead Village shall be entitled to appropriate signage, on an equitable basis, in order to market lots and homes on which they are building. Under no circumstances shall spray painted signs on untreated lumber be used as lot identification signs during the construction period. Signs such as typical real estate, lending institution, architect, builder, subs, and supplier's signs, must be limited to one sign per lot at a given time not to exceed 3 square feet. These signs shall not be erected until work is being done on the property and they are to be removed within three days of work being completed. Construction Trailers and Storage Facilities Any temporary structures including construction trailers or storage facilities used during the construction period must be approved by the DRC as to size, configuration and location prior to placement on any site within Mead Village. If approved, the structure must be removed upon issuance of the certificate of occupancy. Temporary construction trailers are limited to 400 square feet and will only be used for conducting construction related business during construction operation hours or for storage of site related construction equipment and materials. Construction Operation Hours Daily working hours for builders and their subcontractors for each construction site will be limited to 7:00 a.m. to 7:00 p.m. Monday through Sunday, subject to the Town of Mead code. The most restrictive code shall apply. Miscellaneous and General Practices Prohibited The following practices will not be allowed: ? Allowing concrete suppliers or contractors to clean their equipment outside a designated DRAFT concrete washout area or on adjacent development or private property. ? Speeding within the community. ? Bringing any animals or pets onto the property. ? Playing a radio, tape, CD player or any musical device at volume levels that can be heard by neighbors or is considered a nuisance. Lot Maintenance and Weeds All lots, whether vacant, occupied, or those with improvements under construction, shall be kept in a clean and sightly condition and maintained in a condition free of all rubbish and debris. Weeds shall not be permitted to overgrow at any time and shall be mowed to a maximum height of 5". All owners shall comply with the Town of Mead, Weld County, and State regulations for noxious weed control. OSHA Each builder shall comply with and strictly observe all applicable local, state & federal safety regulations & requirements. Utilities Builders or their subcontractors must call for utility locates at least three business days before digging, grading or excavating within Mead Village. The utility notification center of Colorado's phone number is 1.800.922.1987. DRAFT MEAD VILLAGE COMMUNITY RULES AND REGULATIONS (Relating to Mead Village,Town of Mead, County of Weld) Patios and Decks Patios, decks, and gazebos will not be used for hanging garments or other articles or for cleaning rugs, household articles or other items, and will not be used for storage other than patio furniture and barbeques. Yard Maintenance and Weeds All lots, whether vacant, occupied, or those with improvements under construction, shall be kept in a clean and sightly condition and maintained in a condition free of all rubbish and debris. Weeds shall not be permitted to overgrow at any time and shall be mowed to a maximum height of 5". All owners shall comply with the Town of Mead, Weld County, and State regulations for noxious weed control. Trash All garbage and other waste or recycling materials shall be kept in sanitary containers and stored inside the garage or other approved structure to be appropriately concealed from view. Weekly trash pickup and bi-monthly recycling service is provided by a third party contractor through the Mead Village Metropolitan District for all homeowners. Trash and recycle containers may be placed at the street the evening before pickup and shall be returned by the end of the trash or recycle pickup day. Builders are required to separately contract for trash service during the building process and empty trash bins as necessary. Storage and Parking of Vehicles No Lot shall be used to park or store vehicles except for personally owned vehicles of the Lot owner. No boat, camper(on or off supporting vehicles), trailer, tractor, truck(other than a'h-ton or smaller pick-up truck not used for commercial purposes), towed trailer unit, motorcycle, snowmobiles, disabled, junk, or abandoned vehicles, motor home, mobile home, camper, recreational vehicle, or any other vehicle, the primary purpose of which is recreational, sporting, or commercial use, shall be parked or stored in, on, or about any Site or street within the Community Area, except within the attached garage, except that any such vehicle may be otherwise parked as a temporary expedient for loading, delivery, or emergency. This restriction, however, will not restrict trucks or other commercial vehicles that are necessary for the construction or maintenance of the Lots, common areas, other property or improvements. Recreational vehicles from visitors shall not remain on a Lot longer than 48 hours. However, the Mead Village Metro District may approve outdoor storage of such items on Commercial Sites and Industrial Sites, provided that any such proposal complies with the requirements of all Applicable Laws. Vehicle Repair No maintenance, servicing, repair, dismantling, or repainting of any type of vehicle, boat, machine, or device may be conducted upon a Lot or in any common area, except within a structure which screens the sight and sound of the activity from the street and from other DRAFT homeowners and Lots. This restriction does not preclude the washing or polishing of a vehicle. Clotheslines Retractable clotheslines may be permitted in the community only after approval by the DRC. If approved, clotheslines shall only be extended when in use. Holiday Decorations Exterior Holiday decorations including but not limited to Hanukkah, Christmas, or Kwanza lights, lawn ornaments or figurines, holiday flags and banners, etc. must be removed within two weeks following the last day of the holiday. Party decorations must be removed within one day following the last day of the party. Pets Dogs and cats must be kept on a leash at all times they are outside the boundaries of their owner's lot, including but not limited to streets, common areas, and trails. When dogs and cats are walked in the community, their Owners shall be responsible for cleaning up their pet's waste and proper disposal. Dogs and cats are not permitted to freely roam outside of the owner's lot boundaries. Signs Homeowners are allowed up to two real estate signs for the purpose of selling their home on their lot with a face area per sign not to exceed 6 square feet or be higher than 5 feet. A security system stake sign is allowed to be placed in the front of the property towards the front door. Signs shall not be placed to impede views within the sight distance triangle area. Noise No excessive and disruptive noise will be allowed in the community. This includes but is not limited to parties, musical bands, work equipment, excessively loud vehicles, etc. Damage to Common Areas Any damage to community property or common areas by an individual resident or guest of Mead Village will be billed to that individual or its responsible party. Failure to Comply Failure to comply with the Design Standards, Rules and Regulations, or other governing documents of the Mead Village Metropolitan District shall be subject to the following Violation and Fine policies of the Mead Village Metropolitan District. MEAD VILLAGE /General Fine Structure The fine system for general violations is as follows: 1st offense—Warning notice—7 days to correct 2"d offense—Additional 7 days to correct plus a $25.00 fine 3`a offense—Additional 7 days to correct plus an additional $50.00 fine 4th offense—Additional 7 days to correct plus an additional $100.00 fine DRAFT MEAD VILLAGE Fine Structure for Landscape and Site Maintenance Non-Compliance It benefits all homeowners in the Mead Village Community to have established Design Standards to promote the common good and enjoyment of each homeowner's investment, protect property values, and maintain a pleasant living environment. Pursuant to the CCR's, failure to adhere to the Design Standards as outlined in these documents may result in monetary penalties, or suspension of any services provided by the Mead Village Metropolitan District. Furthermore the homeowner may be held responsible for costs incurred by the Mead Village Metropolitan District to resolve the issue, such as, but not limited to, legal expenses. By state statute and legal documents, unpaid penalties are a first lien on a property in question and may be foreclosed through judicial proceedings. If a homeowner disagrees with any alleged landscape/maintenance violation they can appeal in writing to the DRC within 7 days of receipt of notice. The committee will set a date when the homeowner can be heard to review the issue. 1st Notice of Violation—Initial Warning Letter If a violation is found to exist, a warning letter shall be sent to the violator explaining the nature of the violation. The violator will have 10 days from the date of the letter to come into compliance. 2"d Notice of Violation and Fine Notice Written notice is given to homeowner that the alleged landscape/maintenance violation has occurred and that the request for compliance has not been corrected. A $200.00 penalty will be imposed. The homeowner will have 10 days to correct the violation. 3rd Notice of Violation and Fine Notice Notice is given to homeowner that the alleged landscape/maintenance violation has not been corrected and an additional $100.00 penalty will be imposed. 4`n Notice of Violation and Final Fine Notice Notice is given to the homeowner that the alleged landscape/ maintenance violation has not been corrected and an additional $100.00 penalty will be imposed. The homeowner is given notice that subsequent penalties of$100.00 will be imposed every 10 days until the alleged violation is corrected. The homeowner may be responsible for costs incurred by the Mead Village Metropolitan District in an effort to resolve the issue, including, but not limited to; fines, fees, liens and legal fees. Notwithstanding the foregoing, if it is the opinion of the Mead Village Metropolitan District that the violation in question gives indications that the property has been abandoned, is vacant, is in foreclosure or the violation is otherwise continuing without indication that a remedy is imminent, the DRC may accelerate the period for the notifications, record statements of lien, exercise the self help provisions available under these Design Standards and the CCR's, or turn the matter over to the DRC's legal counsel for collection action. If the alleged violation is not corrected after the 4th offense, the Mead Village Metropolitan District may authorize the correction at the expense of the member. Additional fines may be imposed. All members have the right to appeal to the DRC in writing and the DRC shall have the right to waive the fees if deemed appropriate. Mead Village Preliminary Plat Submittal Technical Criteria Form Item #15 - Mineral, Oil and Gas Rights Documentation Mineral, Oil and Gas Rights Documentation Summary Weld Development Company, LLC (Surface Owner) does not own any mineral interests under the proposed Mead Village parcel. All minerals under the proposed Mead Village property are owned by the State of Colorado. On March 15, 2005, Weld Development Company, LLC and The State of Colorado acting through the State Board of Land Commissioners entered into an agreement to restrict the leasing of minerals and all surface drilling on the Mead Village property under a Long-Term Agreement To Restrict Mineral Development No. LT 3461; said agreement was recorded on March 11, 2005 at Reception No. 3267741. On December 29, 2010, Weld Development Company, LLC and The State of Colorado entered into a No Surface Occupancy Agreement that was recorded on January 12, 2011 at Reception No. 3744605 (see title commitment exception No. 8). Terms of this No Surface Occupancy Agreement rescinded the terms of the March 15, 2005 agreement; however, this new agreement allowed for the State Land Board to lease its minerals under the Mead Village property with restrictions that the mineral development would not occupy any portion of the surface of the Mead Village property. Subsequently, the State Land Board entered into a Surface Use Agreement with Encana Oil and Gas (USA), Inc. to extract its minerals from under the Mead Village property. Encana Oil and Gas has drilled 7 horizontal wells due east of the railroad track and installed production facility equipment to service these wells. The existing wells border the eastern boundary of the Mead Village property (see attached Encana diagram dated January 23, 2013). Since Weld Development Company, LLC is not the mineral interest owner, all negotiations with Encana Oil and Gas (USA), Inc. were made solely by The State of Colorado. No wells or oil and gas equipment are located on the Mead Village property and all oil and gas setback requirements are in accordance with the Town of Mead requirements and in accordance with terms under the Mead Village Annexation Agreement. Weld Development Company, LLC had conversations with the following mineral interest owner and leasehold interest owner during the period of January, 2013 through June, 2013 prior to the drilling of the existing oil and gas wells. Julie J. Majors, CCIM Real Estate Portfolio Agent Colorado State Board of Land Commissioners 1127 Sherman Street, Ste 300 Denver, CO 80203 (303) 866-3454, ext 3336 Wendy Wiedenbeck Community Relations Lead, DJ Basin Encana Oil & Gas (USA) Inc. 370 17th Street, Suite 1700 Denver, CO 80202 Direct: 720-876-3558 Cell: 303-589-9425 Erin Hochstetler Permitting Technician Encana Oil & Gas (USA) Inc. Office: 720.876.5827 Cell: 314.374.5572 Jack Croom Land Negotiator Encana Oil & Gas (USA) Inc. Bob Bresnahan Land Negotiator Encana Oil & Gas (USA) Inc. Direct: 303.774.3982 t 4p. I r1 I � �.. Ir yt .t 1. .I. •:.s .c. I .' ., ! 3 . . 1241' k�l'� c ii, rg 'l a;rd -q ._ . 17... 450 wells`• a r 105'property line to facilities - — —448 C ., r 167 property line to facilities ‘t.` — tank — facilities area ..- N11 }I W1t ii R_, .. • t=-1 iv' • - �1p�q,• •"wit' r, _ ♦ 't{'" ! ;F w ygYa i.- Y --S't' _.._ r. . . _ t:N. __ _ _ f _"nsdi.-m . COGCC SETBACKS encana *tank to property line(2.0 X diameter of tank) *wells and facilities(200'from building unit) *wells frline State Wells NE% Pad *wells and facilities from place of public assembly(1000') TOWNSHIP 3 NORTH, RANGE 68 WEST SECTION 16: NE1A WELD COUNTY, COLORADO SCALE: 1" =400' JANUARY 23, 2013 f 1 Project 04146 7 PRELIMINARY SUBSURFACE INVESTIGATION 230-Acre Subdivision (Mead Property) North 1/2., Sec 16,T3N, R68, West of the 61h P.M. Weld County, Colorado Prepared For: Weld Development Co., LLC 1805 Shea Center Drive, Suite 250 Highlands Ranch, CO 80129 r r WI February 2004 Prepared By: Scott, Cox &Associates, Inc. 1530 55th Street Boulder, Colorado 80303 7 (303) 444 3051 r r Table of Contents Project 04146 L Page Purpose 1 L Investigation Details 1 7 Proposed Development 2 Site Conditions 2 Subsoils 3 7 Groundwater Conditions 3 Foundation Recommendations 3 Slabs-On-Grade 5 Site Drainage Considerations 6 Earth Retaining Structures 7 Geologic Research 8 Percolation Testing B Limitations 13 Inspection and Quality Control 14 Figures and Tables r Figure 1 Boring Location Map Figure 2 Graphic Test Pit Logs Figure 3 Standard Perimeter Drain Illustration • Drilled Piers Figure 4 Standard Perimeter Drain Illustration • Footings Table 1 Summary of Laboratory Testing Table 2 Swell Potential Summary r r 1 PRELIMINARY SUBSURFACE INVESTIGATION i 230-ACRE SUDIVISION (MEAD PROPERTY) WELD COUNTY,COLORADO PURPOSE This report presents the results of a preliminary subsurface investigation performed January 27 and February 3, 2004, at the site of a proposed development on an approximate 230-acre site located in the North '/, Sec 16, T3N R68 of the 6th P.M. in Weld County, Colorado. This investigation was made to provide preliminary engineering data for typical foundation systems for proposed residential structures to be constructed at the site. A total of seventeen (17) borings were completed during the course of the investigation. Adjacent to six (6) of the borings, we also performed percolation tests to determine preliminary septic system parameters. The locations of the borings are indicated on the Boring Location Map (Figure 1). Factual data gathered during the field and laboratory work is summarized in Figure 2 and Tables 1 and 2 attached. The results of this investigation, our opinions that are based on this investigation, and our experience in the general area are summarized in this report. INVESTIGATION DETAILS The field investigation consisted of drilling seventeen (17) borings and performing six (6) sets of percolation tests. The borings were completed with 4- inch diameter, continuous flight power augers using a truck-mounted drill rig. The augers are utilized to bore and clean the hole to the desired sampling depth. The augers are then removed, and a 2-inch I.D. California spoon sampler is inserted to the desired testing depth. The sampler is then driven with blows of a standard 140-pound hammer falling a distance of 30 inches. ^ The sampler is driven a total of 12 inches or a maximum of 50 blows. The number of blows required to drive the sampler 12 inches, or a fraction thereof, constitutes the penetration test. The test is similar to the Standard Penetration Test described in ASTM D1586. This test, when properly evaluated, is a measure of the soil strength and density. The results of these tests are shown on the Graphic Boring Logs (Figure 2). r All soil samples recovered were inspected, and some samples were selected for testing by the project engineer. The testing program consisted of performing the following tests where appropriate: Consolidation/Swell • Consolidation/Swell tests were performed to determine the relative stability of the different subsurface soil types. Natural Dry Density • The dry density of the soils provides us with an indication of the relative compaction of the surficial soils. Natural Moisture Content • The moisture content test provides us with information, which may indicate the probability of instability due to consolidation or swell that may be caused by excessive wetting or drying. Unconfined Compressive Strength • The approximate unconfined compressive strength was determined by use of a calibrated hand penetrometer. The unconfined compressive strength can be useful in determining the bearing capacity of a soil. PROPOSED DEVELOPMENT For purposes of this report, we are assuming that the structures are to consist of one to two story single family homes constructed over basements or crawl spaces and that the residences will be constructed using conventional wood framing techniques and will be supported by poured-in-place reinforced concrete foundation walls. The loadings are anticipated to be light to moderate with no unusual loading conditions. The residences will be placed on relatively large lots rn and utilize individual sewage disposal systems. SITE CONDITIONS At the time of the investigation, the majority of the site consisted of vacant fields being used for agricultural purposes. The north central portion of the site contained a rural residence with livestock pens and outbuildings. The ground surface was relatively flat and generally sloped down from the northwest to the southeast. The site was bordered on the north by Weld County Road 34 and undeveloped property or partially developed property along with a school site to the northeast, to the west, south and east by agricultural fields and partially developed property. Vegetation on the site consisted of a sparse to moderate growth of weeds and grasses along with corn and sunflower stubble in the planted areas. Some small to large irrigation ditches cross the site, however none Page 2 were actually flowing at the time of our investigation. A railroad line crosses the eastern portion of the site. A high-pressure gas facility was located on the east 7 central portion of the site. SUBSOILS The subsoils on the site generally consisted of approximately 1 foot of dark brown, silty, sandy to very sandy clay topsoil containing organics. Underlying the layer of topsoil in all of the borings was a light brown to brown, slightly calcareous, silty, sandy to very sandy clay that extended to depths of rt approximately 4 to 11 feet. Bedrock was encountered beneath the surficial soils in all of the borings at depths of approximately 4 to 11 feet. The bedrock consisted of a yellow-brown to gray, silty interbedded sandstone/claystone with some very 77, hard sandstone lenses or slightly sandy to sandy claystone. Some of the upper portions of the bedrock were weathered. A detailed description of the soils encountered in this investigation is presented in the Graphic Boring Logs (Figure 2). GROUNDWATER CONDITIONS ,71 Groundwater was encountered during our investigation in all but one of the borings at depths of approximately 4 to 17 feet below the existing ground surface. We are just past the time of seasonal low groundwater table. Therefore, some rise of the groundwater table is anticipated. It is not possible to forecast the seasonal high groundwater table based on short duration monitoring. The only sure method of such determination is monitoring of the water table through the spring and early summer (typical seasonal high groundwater levels occur about July 1). Groundwater may be of some concern on some portions of the site. We recommend that the bottom of any basement excavation be maintained at least 4 7 feet above the seasonal high groundwater levels. Additionally, improper drainage could result in a "perched" groundwater table. This is discussed further in the "Site Drainage Considerations" section that is included later in this report. Also, when the irrigation ditches are flowing groundwater will be significantly influenced at the site. FOUNDATION RECOMMENDATIONS 7 The on-site silty, sandy to very sandy clays are of low expansive potential and also of low strength where in close proximity to the groundwater table. The sandstone/claystone bedrock has a low to moderate expansive potential with the iqa claystone portions being moderate to high expansive potential. The foundation designs possible are directly related to the proximity of the foundation system to the potentially expansive sandstone/claystone and claystone. Spread footings 7 Page 3 may possibly be used in some limited areas with some mitigation possible due to soft or potentially expansive soils however; most structures will need to be Tiq founded on drilled piers. The two different foundations are outlined in the following sections. Drilled Piers For sites where moderate expansive materials are in close proximity of the base of the excavation drilled, piers will be appropriate. For preliminary design purposes, the piers will need to be drilled with minimum bedrock embedments ranging from 10 to 15 feet with minimum total lengths ranging from 20 to 25 feet. The piers should be designed for end bearing pressures ranging from 15,000 to 25,000 psf and side shears ranging from 1,500 to 2,500 psf based on the end area and length of embedment greater than 2 feet. The design pressures should be based on the dead load plus 100% of maximum anticipated live load. The minimum embedment lengths should be taken below any weathered portions of the bedrock. We recommend that the piers be reinforced with a minimum of two #5 bars (grade 60 steel - 10" piers assumed) for their full length. A 4 to 6 inch minimum void space should be provided beneath the grade beams to assure effective concentration of the loads upon the piers. The grade beams should be centered upon the piers, and the tops of the piers should not be enlarged. The grade beams 7 spanning the piers should be designed for appropriate loading conditions and reinforced accordingly. 7 We anticipate that casing will be needed for the majority of the pier drilling operations. Also, the concrete should be placed in the holes immediately after drilling, thorough cleaning and inspection. Concrete should not be placed in the pier holes with more than 4 inches of water present in the holes unless a pump truck is utilized to pump the pier holes full of concrete from the bottom. Footings Where low expansive potential silty, sandy to very sandy clays are present and expansive sandstone/claystone or claystone is greater than 4 feet below the bottom of proposed excavation levels, footings may be appropriate to support the structures. For preliminary design purposes, footings could be designed for maximum allowable soil bearing pressures ranging from 1,000 to 2,000 psf, based upon dead load plus full live load. It may also be necessary to use a minimum dead load pressure in the design of some footings. Please note that it is probable that some excavations may encounter soft and/or pumping soils, and it may be necessary to provide remediation (such as a gravel blanket.beneath the footings). 7 Page 4 r General The above recommendations are for preliminary use only, and are based upon the borings drilled for this investigation. Site specific investigations will need to be 1,1 performed after overlot grading has been completed. At that time, more specific foundation recommendations can be made. SLABS-ON- GRADE The soils anticipated to be beneath the slabs would have some swell potential. These soils are stable at their natural moisture content, but upon fluctuation of their moisture content, they can cause heaving and cracking of lightly loaded slabs-on-grade. Slab-on-grade construction can be used as long as the owners 170 realize and accept the risk that some slab cracking and heaving is likely to occur. However, the only way to eliminate damage as a result of floor slab movement will be to construct a structural floor, independent of the underlying soils. The actual amount of possible slab heave is very subjective due to variability in the soils resulting in variability in expansion and also the degree and depth of wetting beneath the slabs. Outlined below is a prediction of the possible slab movements for the general soils at this site based upon a typical maximum wetting depths of five feet, which is an average worse case scenario. There were typically three different soils types at the site, which could influence the slabs-on- grade. The first would be a low expansive sandy clay stratum, the second a low to moderate expansive sandstone/claystone stratum and the third a moderate to L high claystone stratum. Sandy Clay, (Low expansion potential)—approximately 2 inches Sandstone/Claystone, (Low to Moderate expansion potential) - approximately 212 inches 7 Claystone, (Moderate to High expansion potential) -approximately 4 inches It should be noted that these potential movements are only a prediction based upon the soils tested and typical slab movements seen from similar soils and wetting conditions. If a slab-on-grade is utilized on this site, the following construction techniques should be utilized to help prevent secondary damage that could be caused by slab 77) movement. 1. Separate slabs from the foundation elements with a slip joint. One method of doing this is to use two layers of tempered hardboard with a silicone lubricant between the boards. A slip joint should be used around the perimeter of the slab and adjacent to any other structural elements. r Page 5 7 2. Moderately reinforce slabs with reinforcement continuous through interior slab joints. Slab joints must be provided to control the cracking. The floor joint grid should be designed to allow no more than 200 square feet of continuous slab. 3. Any load bearing partitions must be provided with their own foundation system and the slab separated as outlined above. 4. Provide a 2 to 3-inch minimum air space below any interior non-load bearing partition to provide for slab movement without damage to the structure. If unsure of the proper construction methods to achieve the recommended air space, we should be contacted for further recommendations. 5. Any pipes rising through the slab should be provided with flexible couplings or other means to allow substantial movement without damage to the piping. Any ducts connecting to equipment founded on the slab should be equipped with flexible or crushable connections to allow for some slab movement. 6. Equipment and other building appurtenances constructed on the slab should be constructed so that slab movement will not cause damage. Following the recommendations given will not prevent movement of the floor L slabs in the event that the moisture content of the soil beneath the slab changes. However, if movement occurs, damage may have been reduced for a relatively small investment. L Prior to pouring any slab, it is essential that all debris, topsoil, and organic materials be removed and all loose fill either removed or compacted to 95% of maximum density as determined by the standard moisture/density relationship test ASTM D698. If any fill is required beneath the proposed slab, we recommend using a granular fill compacted in 12" maximum lifts to the standard referenced above. SITE DRAINAGE CONSIDERATIONS ri It is essential that site grading be provided to prevent infiltration of surface water into the foundation system. The following methods of preventing this infiltration are recommended. These recommendations will also assist in preventing a "perched"groundwater table. ri L Page 6 1. Mechanically compact all fill around the building, including the backfill. Compaction by ponding or saturation must not be permitted. The backfill should be compacted to not less than 90% of maximum density as determined by the standard moisture/density relationship ASTM D698. Note that some moisture may need to be added to the soils in order to obtain the proper compaction. Improper backfill compaction can cause settlement of exterior slabs such as walks, patios and driveways. 2. Provide an adequate grade for rapid runoff of surface water away from the structure (10 percent minimum for the first 10 feet away from the structure is recommended). 3. A well constructed, leak-resistant series of gutters, or other roof drainage system, is recommended. 4. Discharge roof downspouts and all other water collection systems well beyond the limits of the backfill. 5. No irrigation within five feet of the foundation. Avoid heavy watering of any foundation plantings. 6. Observe and comply with any other precautions which may be indicated during design and construction. It is our opinion that perimeter drainage systems should be installed at this site if the structures are to have below grade space (basement, garden level, or crawlspace). The perimeter drainage system should consist of 4-inch perforated pipe, surrounded by a minimum of 10 inches of 3A to 1'/ inch washed rock. The drains should be placed a minimum of 12 inches below the surface of the adjacent concrete slab or crawlspace level and should drain to a positive gravity discharge (surface discharge strongly recommended) or to a sump from which water can be pumped. Attached to this report (Figures 3 and 4) are drawings, which illustrate typical perimeter drain configurations for drilled pier and footing foundation systems. Additionally, more extensive drainage systems, such as underslab drainage systems, may be necessary if the excavations are to extend within 4 feet of the seasonal high groundwater table. We are available to discuss such systems as necessary. EARTH RETAINING STRUCTURES At this site we recommend that the walls (including foundation walls and other grade beams) be designed using a lateral earth pressure equivalent to that 7 Page 7 r developed by a fluid weighing 40 pcf plus any additional surcharge loads. Use of this value assumes that the wall will be backfilled with the site soils and that thesesoils will not be allowed to become saturated at any time during the life of the wall. Proper site grading and drainage, and installation of drainage systems at the base of any walls that are to retain soil above grade, will help to prevent saturation of the soils behind the walls. This value is valid for walls up to 10 feet in height. Geologic Research In conjunction with the preparation of the subsurface investigation report, we have conducted research regarding the geologic characteristics of the site. Geologically, the site is mapped as having colluviul (gravity deposited) and alluvial (water deposited) surface soils atop bedrock units, which are mapped as the upper portion of the Pierre Shale Formation (Cretaceous age) atop older units. The geologic mapping that we have reviewed revealed no major faults that have been identified on the site. The site is not within any recognized coal-producing province. The vast majority of the coal production in this region was from deposits within the Laramie Formation. This includes the very large and well-known Boulder-Weld County Coal Fields. This formation is absent on this property, being of younger age than the mapped bedrock units at this site and having been completely eroded away. Therefore, it appears that there is only a remote possibility of any economically viable coal deposits and therefore, only a remote possibility of any future development of any coal reserves. As such, it appears that there is little possibility that there has been any previous coal mining beneath this property and the potential for damaging subsidence due to previous mining activities is, therefore, also very remote. E We performed a total of 17 borings on this property and no gravel layers were encountered in the borings. It is always possible that there are old fossil streambeds that exist on this site that cannot be identified from surface topography, which could contain localized gravel deposits. However, the type of thick, continuous gravel deposits that would be economically viable do not appear to exist on this property. • Percolation Testing Percolation testing was completed to determine the general suitability of the site ri for the development of septic systems and any additional considerations. Six (6) sets of percolation tests were performed around test borings 3,5, 7, 12, 14 and 15. Page 8 It should be noted that all methods used in our analyses are in accordance with procedures stipulated by the Weld County Health Department. F7' The percolation testing showed a wide range of percolation rates, which would result in a wide range of sizes and possible types. Some areas were shown to be suitable for the development of standard, infiltration-type systems. However, the majority of the sites exhibited percolation rates of over 60 minutes per inch,which would require that the systems be specially designed, using a combination of evaporation and infiltration. There are two relatively standard field types that can be designed when the percolation rate is above 60 minutes per inch. They are known as standard ET (evapotranspiration) systems and Bell-Patt systems. A standard ET system uses the available infiltration combined with a relatively large field, which is covered with wicking sand and planted with native grasses. RD This maximizes the infiltration, transpiration and evaporation. A Bell-Patt system is a low pressure, drip irrigation system. It is generally cheaper to construct a Bell-Patt system than a standard ET system. However, a Bell-Patt system always 741 has a pump and is normally significantly larger than a standard ET system. Our investigation also revealed groundwater table and shallow bedrock related issues. The Weld County Health Department regulations require that there be a minimum of 4 feet of offset between either the seasonal high groundwater table or the competent bedrock contact. Therefore, there may be some issues surrounding the relatively shallow bedrock and groundwater at some locations at the site. For example, boring locations 2, 3, 4, 5, 6, 7, 9, 10 and 12 all encountered bedrock less than 8 feet below the existing ground surface. Therefore septic systems in these areas will need to either be mounded or kept to minimum depths to provide required offsets. Also, borings 1, 2 and 5 encountered groundwater at less than 8 feet. Future overlot grading will also influence where groundwater and bedrock will be located below the finished grades of the site. Another potential concern will be the irrigation ditches at the site. The County currently requires 100 feet offset from any irrigation ditch. Perc Testing Summary—Boring Location #3 Perc# 1 36.92 2 34.29 3 36.92 751 4 36.92 5 36.92 6 40.00 Average 37.00 L Page 9 r rn Design Summary—Boring Location#3 #Bedrooms 3 4 5 Septic Tank Volume 1000 Gallons 1250 Gallons 1500 Gallons Infiltrating Field 1526 2034 2542 Area r Standard ET Field N/A N/A N/A Area Bell-Patt System N/A N/A N/A g Area Perc Testing Summary—Boring Location#5 t Perc# 1 240 2 120 3 120 4 160 5 120 7 6 96 l Average 142.7 Design Summary— Boring Location#5 #Bedrooms 3 4 5 ri Septic Tank Volume 1000 Gallons 1250 Gallons 1500 Gallons Infiltrating Field N/A N/A N/A rArea Standard ET Field 4800 6400 8000 Area Bell-Patt System 4774 6366 7958 Area m T4 rat r Page 10 r Perc Testing Summary—Boring Location#7 Perc# 1 240 2 120 80 4 120 5 120 6 68.57 Average 124.76 Design Summary— Boring Location#7 Fro # Bedrooms 3 4 5 Septic Tank Volume 1000 Gallons 1250 Gallons 1500 Gallons Infiltrating Field N/A N/A N/A Area 57) Standard ET Field 4800 6400 8000 Area Bell-Patt System 4567 6090 7612 Area Perc Testing Summary— Boring Location#12 Perc# 1 34.29 2 30.00 3 28.24 4 30.00 5 40.00 6 43.64 Average 34.36 Page 11 7 ri Design Summary— Boring Location#12 vrl #Bedrooms 3 4 5 Septic Tank Volume 1000 Gallons 1250 Gallons 1500 Gallons r9 Infiltrating Field 1484 1978 2473 Area Standard ET Field N/A N/A N/A Area Bell-Patt System N/A N/A N/A Area 7 Perc Testing Summary—Boring Location#14 t Perc# 1 53.33 2 68.53 3 96.00 4 68.57 5 96.00 rq 6 68.57 Average 75.17 " ' Design Summary—Boring Location #14 #Bedrooms 3 4 5 ' Septic Tank Volume 1000 Gallons 1250 Gallons 1500 Gallons r Infiltrating Field N/A N/A N/A Area Standard ET Field 2320 3070 3850 ri Area Bell-Patt System 3654 4872 6091 Area 75 r MI Page 12 L r Perc Testing Summary—Boring Location#15 Perc# 1 480+ 2 480+ 3 480+ 4 480+ 5 480+ 6 480+ Average 480+ Design Summary— Boring Location #15 #Bedrooms 3 4 5 Septic Tank Volume 1000 Gallons 1250 Gallons 1500 Gallons Infiltrating Field N/A N/A N/A L Area Standard ET Field 4800 6400 8000 Area Bell-Patt System 6318 8424 10530 Area The testing in this investigation will present a reasonably accurate knowledge of 7 the soils in the area where the testing was completed. However, we often find that septic considerations are very location specific and a different location on the same parcel may have different septic system considerations. The testing that was completed was intended to provide a general overview of the septic system considerations. Site-specific soils investigation and septic system investigations must be completed prior to the design or construction of a residence. 1 LIMITATIONS The borings in this investigation are believed to present a reasonably accurate knowledge of the existing subsoils. However, variations of subsoils not indicated by the borings are always possible. Therefore, we recommend that additional site-specific investigations be performed to confirm that the soils actually are as indicated by the investigation and to make final recommendations. Identification of potential hazardous waste material at this site is beyond the scope of work for which the activities of this project were intended. 1 Page 13 It should be noted that the foundation design and slab design recommendations are assumed to be implemented as recommended. Damage to the foundation system and/or slabs-on-grade can take place if the soils supporting these elements become inundated over a substantial period of time due to improper site drainage. rn Due to the changing nature of geotechnical engineering practices, the information and recommendations provided in this report shall only be valid for two (2) years following the date of issue. After that time, our office should be contacted to review the information presented in this report and provide updated recommendations and design criteria appropriate for the engineering methodologies used in standard practice at that time. INSPECTION AND QUALITY CONTROL Placement of any significant thickness of fill, particularly fill that is to remain in place beneath loaded slabs or other structural elements, should be inspected and tested in order to verify proper compaction is being obtained. Drilled piers should be inspected by an engineer from our office. fin Sincerely, SCOTT, COX &ASSOCIATES, INC. �G By: z. s/1-0/0i Kevin L. Hinds, P.E. Reviewed esti By: M. Edwar lassgow, P.E. Page 14 vin WELD COUNTY ROAD 7 7 * r -I I I 11116 TMn I 0 Scale: r = 600'= 800' MO 3, 10800 PI I n1 ta* T11 13 I LEGEND 1 + + 4_ LOCATION S11GA110N BORING * INDICATES LOCATIONS OF PERC TESTING 7 - - I TN 11 T11 12 * TTi 10 QI T11 7* 1N 8• . \ m e Z I� I 7 p .l /,.. V I '111 66 /, . r i // .1 a yam' / 4- 111 3* , / - I(II 111 5* to 4 + \ 711 1 111 2 I t O -..._ N rr � I l 1 WELD COUNTY ROAD 5 FIGURE 1 BORING LOCATION MAP O Se( SCOTT, COX & ASSOCIATES, INC. S consulting engineers • surveyors qI 1530 55th Street . Boulder, Colorado 80303 (303) aM - 7051 2/17/04 JOB NO. 04146 DRAWING NO. 04146 7 Graphic Boring Logs r TH #1 TH #2 TH #3 TH #4 0 li a 5/12 r rvia re 6/12 Øt 5 5/12 = 5/12 L as N - ,././ r 2/10- . 4 E % 27/12 2/10O 10 / , _ \ 38/12 a rd 15 50/9 kiss 50/6 03 O x 50/5 X r20 \ 50/6 L-.--- 50/3 �\�� ' t 50/10 fm 25 r 30 r [ rm SCOTT,COX&ASSOCIATES,ING� consulting engineers a surveyors 1533 s5ih Sheet Boulder.C*mda 80303 Figure 2 st (303) 444-3051 f" Page 1 Project 04146 r i Graphic Boring Logs TH #5 TH #6 TH #7 TH #8 C 0 r r r r ■■ 6/12 MN 8/12 In 7/12 A .. 8/12 a 5 —_ d v A 7 N 2/10 _n 50/6 — Ui 40/12 c 10 O - - 2/10 a = _ o _In. 50/6 — 50/5 via m 15 vio ti o _ — =-- 50/3 50/6 20 IMO a — — — a- i • • 50/4 - 50/3 25 rm 30 7 7) I SCOTT,COX&ASSOCIATES,INC consulting engineers•surveyors 1 5 30 5 5111 51901 BWLJ@f,Cob9tlo 8030] Figure 2 sr (303) «43051 rPage 2 Project 04146 It 7 Graphic Boring Logs r r TH #9 TH #10 TH #11 TH #12 0 ! r ri r r 4 Oa 14/12 'j O 10!12 1 ■ 8/12 5 — I L 8/12 / ID Lr coo 2/10 / -o \ . 1 i 50/9 f/ •_r_ 50/5 = 10 - .1/4 - = - l O 2/10 - = C7 \ p 2/10 ri m 15 ti10 \ 50/6 I I 38/12 0 r r 50/6 50/4 20 . .`rr 50/4 r r 50/6 r 25 r 30 r L 7 m (JrSCOTT,COX &ASSOCIATES, C consulting engineers•surveyors 1590 55th Street • eauker,Colorado$03O3 Figure 2 (909) 414-3051 Page 3 Project 04146 Graphic Boring Logs TH #13 TH #14 TH #15 TH #16 TH #17 0 9/12 11/12 5 6/12 6/12 8/12 tv cn It a 10 25/12 7/12 2/10 2/10 a - 2/10 � 50/9 26/12 via 50/9 TD 15 _ Q y 50/4 50/3 20 50/4 50/3 50/2 25 r 30 r r SCOTT,COX &ASSOCIATES,Ile consulting engineers•surveyors 1s305sthsuee Boulder,Colorado 80303 Figure 2 (its (303) 4444051 Page 4 Project 04146 Description of Soil Types ■ Topsoil - Dark brown, silty, sandy to very sandy clay - Contains organics Light brown to brown, slightly calcarious, silty, sandy to very sandy clay Yellow brown to gray, silty, weathered, interbedded sandstone/claystone ® Yellow brown to gray, silty, interbedded sandstone/claystone - May contain some thin cemented layers Yellow brown to gray, rust, silty, slightly sandy to sandy claystone - Contains some sandstone lenses TH #1 Soils investigation boring number r Indicates a change in soil type - May be gradual. i 12/12 12/12 indicates that 12 blows of a 140-pound hammer falling 30 inches were required to drive a 2-inch, inside diameter sampler 12 inches. vie Indicates the groundwater table and the date that the measurement was taken _0- Indicates depth at which boring caved subsequent to drilling Notes 1. Borings were performed January 27 and February 3, 2004 with four-inch diameter, continuous flight power augers. 2. Boring logs shown in this report are subject to the limitations, explanations and conclusions of the report. SCOTT,COX&ASSOCIATES,IN Figure 2 I consulting engineers•surveyors 1530551115t26t Boulder,Coloado 80303 Page 5 (303)44..305, Project 04146 I Typical Perimeter Drain Installation Drilled Pier Foundation System L Grade Beam Waterproofing Slab or crawl space level Engineering Fabric or#15 Felt • • C iiiiiiiiliiiiiit/ uI////I leeeeeltelleeleleele u. eeeerreeeeeee eeeeJIIJI!/I/////u/////// ////I//,II//I,/Ilunln/lnI/iii/teeeeeee/////I/////!eeel/!I/////II// iiiiiiiiiiJ//lllu/I//uu/////////I/I// /f?,II///eeeeeeIlil/JI//// eeeeeee: / iiiiiiilll//ue,/ne/IIIUI/II,II//Ill / " " " !///////u„I,/II/IIIII/II/II//: ,I//I/unit'//J////lf/JI//J/////,IIIII/I//IJ!/II// ////I/////,// //IIJJ///I//////////JIJ///////I////// ///////J//J// " lee. /Il,/leelee /IIIJ////JJIJJI/!!/JJJI,rneeefeel iiiiiiI,,,,,ii " eelellee , '/J//J///////lt/ Itt///l1IJ!/JI!/I!Iletlll tete..Jll: Illllllleeleleeellel//Ie//II/ II//I///I///I /I I/////I/I//l/////I//////II//l!/I/ /IJJ/JI/J!Ili Ii%ifiiilliiiii Ill//l/JJII/I IJ/I tRigid 4"Perforated PVC Pipe Minimum of 10 inches of Void Material 3/4 inch to 1 1/2 inch Formed void as specified washed rock tR in the soils report PVC Liner glued to wall and extended E along bottom of excavation to a minimum of 6 inches above bottom of pipe along exterior of excavation rn Notes: 1. Slope drain and pipe at a minimum of 1/8 inch per foot to suitable outfall (sump pit or daylight outfall). 2. Glue all vertical T's and standpipes. rn 3. Install non-perforated pipe from perimeter pipe into sump pit. SCOTT,COX&ASSOCIATES,INC. consulting engineers•surveyors Figure 3 Csc 153o 55th Street • Boulder,r,Colorado 80303 aad-3 Typical Perimeter Drain Installation ri Footing Foundation System 7 L Foundation Wall • i rWaterproofing Slab or crawlspace level Engineering Fabric or#15 Felt 0,5 I • • .;.:Z;";;;..1;•;. •r;/: ;/t;: ,. /. /II//////////////////////f////// /fnf///urun/r//n/n/u///// Footing w w .w.w.�. a'� iti: PI ////////// ////!/// :A: //. 1' ;JY//////J////ufl/JJI!/f/f/JJ/J 1 //uu///fu//tt/ttt„„~„t/ /• 1 tt///!JJ/!uu/Ir/r///////!//// . .. .. .. .. .. / J I/lI/r//fit/I/////J///Jt//J//f// ///////I//IJt///////////f/I//r// /fu/r/rf//f/////u//u///n/!a!//////uur////I///f/!//u/u//!// ////Jurou/ tenet: f n///////uu///f//f///////uu//JY//!//////u////////u/ffu//ur „/„„/„// . Rigid 4" Perforated PVC Pipe Minimum of 10 inches of 3/4 inch to 1 1/2 inch i, washed rock m+ PVC Liner glued to wall and extended along bottom of excavation to a minimum of 6 inches above bottom of 7 pipe along exterior of excavation Notes: 1. Slope drain and pipe at a minimum of 1/8 inch per foot to suitable outfall (sump pit or daylight outfall). r 2. Glue all vertical T's and standpipes. 3. Install non-perforated pipe from perimeter pipe into sump pit. Cit SCOTT,COX&ASSOCIATES,INC. 1consulting engineers•surveyors J 1530 551h Street Bottler,C440(353 30303 Figure 4 (303"°' ' l 7 , Table 1 Page 1/3 71 Project 04146 7 PROPERTIES AT NATURAL MOISTURE CONTENT CONSOLIDATION/SWELL (DESCRIPTION 1. Natural Natural Unconfined Loading Settlement Settlement Swell Moisture Dry Density Compression (Dry) (Saturated) 71 (%u) (PCF) (PSF) (PSF) (%) (%) (%) TH#14014 18.9 107.2 >9000 100 0.50 6.20 Gray,silty,slightly sandy 7 1000 4.80 claystone I. 2000 3.00 4000 1.10 8000 1.50 6.7%Swell upon the addition of water TH#2O2 25.9 93.9 2000 100 2.20 2.10 Brown,silty,sandy day 7 1000 4.40 2000 6.10 0.1%Swell upon the addition of water r TH#2®9 ( 23.5 108.9 >9000 100 0.70 3.40 Yellow brown,silty,sandy 1000 1.30 claystone 7 2000 0.00 4000 1.30 4.1%Swell upon the addition of water TH#3 624 L 17.2 117.6 >9000 100 1.20 6.40 Yellow brown,silty,sandy 1000 3.80 claystone 2000 1.60 w9 4000 0.50 8000 3.30 7.6%Swell upon the addition of water 74 TH#4®9 16.3 104.7 >9000 100 0.10 3.40 Yellow brown,silty,sandy 1000 1.10 sandstone/claystone 2000 0.10 RS 3.5%Swell upon the addition of water TH#5®4 21.4 101.1 5000 100 2.40 1.50 Brown,silty,sandy clay 7 1000 3.20 2000 4.70 0.9%Swell upon the addition of water rd TH#5®14 II 15.8 111.6 >9000 100 0.20 1.80 Yellow brown,silty, 1000 0.00 interbedded 2000 1.10 sandstone/claystone ! 2.0%Swell upon the addition of water r 7 L 7 7 Table 1 Page 2/3 mi Project 04146 FM I_ PROPERTIES AT NATURAL MOISTURE CONTENT CONSOLIDATION/SWELL IDESCRIPTION Natural Natural Unconfined Loading Settlement Settlement Swell Moisture Dry Density Compression (Dry) (Saturated) 77 (%) (PCF) (PSF) (PSF) (%) (%) (%) TH#6@9 15.4 114.3 >9000 100 0.20 1.90 Yellow brown,silty, CM 1000 0.40 interbedded 2000 0.50 sandstone/daystone 2.1%Swell upon the addition of water 7 TH#7@4 20.3 101.1 6000 100 1.20 0.40 Light brown,silty,sandy 1000 1.30 clay 2000 2.80 711 1.6%Swell upon the addition of water TH#8®2 16.5 90.8 5000 100 0.70 3.10 Brown,silty,sandy clay P1000 0.80 2000 1.70 3.8%Swell upon the addition of water 7 Tifit @9 16.6 111.3 >9000 100 0.00 1.10 Yellow brown,silty, 1000 0.10 interbedded 2000 0.40 sandstone/claystone 771 1.1%Swell upon the addition of water TH#9@4 19.0 97.4 >9000 100 0.60 2.10 Yellow brown,silty, 71111 1000 0.00 interbedded,weathered 2000 1.40 sandstrone/claystone 2.7%Swell upon the addition of water 50.t1 TH 49O14 9®14 15.7 114.7 >9000 100 0.20 2.00 Yellow brown,silty,very 1000 0.80 sandy daystone �1 2O00 0.20 L 2.2%Swell upon the addition of water TH#10@19 15.0 116.3 >9000 100 0.30 4.20 Yellow brown to gray,silty, 701 1000 2.10 interbedded 2000 0.80 sandstone/claystone 4000 0.40 l!1 4.5%Swell upon the addition of water TH#11@4 16.4 99.9 5000 100 0.30 0.00 Brown,silty,sandy clay 1000 1.50 MI 2000 2.60 0.3%Swell upon the addition of water 7 7 l r Table I Page 3/3 Project 04146 PROPERTIES AT NATURAL MOISTURE CONTENT CONSOLIDATION/SWELL !DESCRIPTION Natural Natural Unconfined Loading Settlement Settlement Swell Moisture Dry Density Compression (Dry) (Saturated) r (%) (PCF) (PSF) (PSF) (%) (%) (%) • TH#11@24 15.7 112.1 >9000 100 0.60 3.80 Yellow brown,silty, 7 1000 1.50 interbedded 2000 0.30 sandstone/claystone 4000 1.00 .r 4.4%Swell upon the addition of water TH#1202 — 17.8 104.5 8000 100 0.40 1.60 Brown,silty,very sandy 1000 0.60 clay 2000 0.20 t 2.0%Swell upon the addition of water TH#13@4 17.3 101.7 5000 100 0.30 0.20 Light brown,silty,sandy L 1000 1,20 clay 2000 2.20 r 0.5%Swell upon the addition of water TH#14@2 19.7 102.9 8000 100 0.40 0.90 Brown,silty,sandy clay 1000 0.20 r2000 1.20 i 1.3%Swell upon the addition of water TH#15@14 Mt 19.2 106.5 >9000 100 0.90 4.50 Yellow brown,silty, 1000 2.70 very sandy daystone 2000 1.00 4000 0.50 ri 8000 2.70 5.4%Swell upon the addition of water TH#16@2 18.0 101.5 >9000 100 0.60 2.00 Brown,silty,very sandy 1000 1.00 clay 2000 0.20 r 2.6%Swell upon the addition of water TH#16®9 21.8 96.9 2000 100 0.50 0.30 Brown,silty,sandy clay 174 1000 2.00 2000 3.60 0.2%Swell upon the addition of water — rTI-101701)14 16.6 92.0 >9000 100 0.10 0.50 Yellow brown,silty, 1000 0.60 interbedded 2000 1.70 sandstone/claystone fl 0.6%Swell upon the addition of water 1 Table 2 Swell Potential Summary Page 1/1 Project 04146 General Guidelines Tmi (1000 PSF Risk Category Surcharge) Low 0 to<2 Moderate 2 to<4 High 4 to<6 Very High 6+ Summary of Laboratory Testing-All Soil Samples* (1000 PSF Risk Category Surcharge) Low 19/23 (82.6%) Moderate 3/23(13.0%) High 1/23 (4.4%) Very High 0/23 (0.0%) Summary of Laboratory Testing-Soils Above Bedrock * (Layer is from 4 to 11 feet thick) (1000 PSF Risk Category Surcharge) Low 10/10 (100%) Moderate 0/10(0.0%) High 0/10(0.0%) Very High 0/10(0.0%) Summary of Laboratory Testing- Bedrock * (Depth to bedrock from 4 to 11 feet) (1000 PSF Risk Category Surcharge) Low 9/13 (69.2%) Moderate 3/13 (23.1%) High 1/13(7.7%) Very High 0/13 (0.0%) * Note: Limited testing due to preliminary nature of report • scorr, COX & ASSOCIATES, INC. AGREEMENT FOR SERVICES Consulting Engineers•Surveyors 153055"'Street•Boulder,Colorado 80303 Phone(303) 4443051 •Fax(303)444-3387 Parties This Agreement is made this_Lab day of January between Huddleson Land Comoanv ,subsequently referred to as"Client"and Scott,Cox&Associates,Inc.,subsequently referred to as"Consultant." Project Client retains Consultant to provide engineering consulting services in connection with: The preliminary geotechnical investigation for the proposed 230-acre subdivision located in the north k of Section 16, T3N,MS West of the 6th P.M.in Weld County,subsequently referred to as"Project". Scope of The Scope of Services,"Services",to be furnished by Consultant for the various projects may include: Services (Check appropriate box) Geotechnical Exploration ® Percolation Exploration and Septic System Design(if needed) ❑ Foundation design and limited above-grade structural review for gravity loads ❑ Construction observations and/or materials testing as requested Other. Geologic Study General The attached General Conditions dated 01-01.04 pages I through Sam incorporated into and made a part of this Conditions Agreement for Services. Fee Consultant agrees to provide services hereunder on the following basis: ® Lump Sum Fee: $9,500.00 ❑ Unit rates in accordance with the attached Standard Billing Rate Schedule. The fee is due and payable in full prior to plan/report pick up unless other arrangements have been made in advance. See General Conditions for additional payment details. Authorization Scott,Cox&Associates,Inc. Client Acceptance WEL&TiU640?n6Urr � IA() (�•h(L' Yet r n I Ad S f1 J dN 4fr•Afraitak ?IE ASA Printed Name Client-Printed 4441414:15H4eo . teal 1/13/b y gwziin�. gab bA 0141 A9,wsc Date Na intact (Auth ' Sign Agreement)Ntmeec • Project Number Si Mailing Address—Printed City/State/Zip—Printed ( 303 )-( 678/ )-( 9/0 l) Phone ( S03 )-( lad/ )-( 0167 cllo Fax Boulder APS 0eatech I-1-04 Hl /J(SCOTT. COX & ASSOCIATES, INC. consulting engineers • surveyors M. Edward Glassgow, IV, P.E. • William H. Mitzelfeld, RE. January 13, 2004 Huddleson Land Company PO Box 771 - Castle Rock,CO 80104 Attn: Mr. Larry Huddleson Project: 04101 Dear Mr. Huddleson: This letter presents our cost estimate for the preliminary geotechnical investigation and associated work at the site of the proposed approximate 230-acre subdivision located in the N L/ of Section 16, T3N, R68 West of the 61° P.M. in Weld County, Colorado. We have reviewed the layout plan and have discussed the proposed scope of the project with you. 1 We propose to perform a total of seventeen (17) borings spaced evenly across the site. Appropriate field and lab testing will be performed to determine the possible foundation types and design criteria. Finally, we will prepare a written report, which address the site soils conditions and recommended preliminary foundation design parameters and considerations. We will also prepare and perform six (6) sets of percolation tests across the site to determine preliminary septic system parameters. Additionally, we will perform a geologic study to determine any subsurface mining, - faults and potential gravel deposits at the site. We have done some preliminary review of available maps and found that the site bedrock is the Pierre shale with the likelihood of coal deposits being very low. We estimate that we can accomplish the geotechnical investigation, testing and preliminary report for a fee not to exceed $9,500.00. This fee does not include any environmental evaluations of the site. Fieldwork can begin approximately one week after notice to proceed taking approximately one week to complete, with weather and field conditions permitting. The final report could be submitted approximately three weeks after completion of the fieldwork. 1530 55th Street • Boulder, Colorado 80303 • (3031444-3051 • Fax: (3031 444-3387 Serving Colorado with offices in•Boulder•Longmont•Loveland -73 Project 04101 Page 2 Thank you for the opportunity to present this estimate to you. We would enjoy working with you on this project. If there are questions or comments concerning this proposal, please do not hesitate to contact us. If we are selected to perform the task discussed above, please sign the attached Agreement for Services that covers the scope of work. Sincerely, SCOTT,COX &ASSOCIATES, INC. By: Kevin L. Hinds, P.E. Reviewed By: M. Edwar assgow, P.E. AGREEMENT FOR SERVICES GENERAL CONDITIONS Scope of The Consultant's Scope of Services ("Services") are described in the Agreement for Services, Task Agreement Services or Proposal unless Services are otherwise described in a verbal agreement. Portions of the Services may be subcontracted. Acceptance and Client agrees that execution of this Agreement is a material element of the consideration Consultant requires to Execution execute the Services, and if Services are initiated by Consultant prior to execution of this Agreement as an accommodation for Client at Client's request, both parties shall consider that commencement of Services constitutes formal acceptance of all terms and conditions of this Agreement. Additional terms and conditions may be added or changed only by written amendment to this Agreement signed by both parties. In the event Client uses a purchase order or other form to administer this Agreement, the use of such form shall be for convenience purposes only and any additional or conflicting terms it contains are stricken. This Agreement shall not be assigned by either party without prior written consent of the other party. Clients Shall Clients shall provide all criteria and full information as to Client's requirements for the Project, including design Provide objectives and constraints and all available information pertinent to the Project, including digital drawing files, shall be provided to the Consultant. Client shall defend, indemnify, and hold harmless the Consultant, their agents, and employees, from and against legal liability for all claims, losses,damages,and expenses to the extent such claims,losses,damages,or expenses are caused by information supplied by the Client. Right-of-Entry Client will provide for right-of-entry of Consultant and all necessary equipment in order to complete the work. and Safety Client agrees that in accordance with generally accepted construction practices, the construction contractor will be required by Client to assume sole and complete responsibility for job site conditions during the course of construction of the Project, including safety of persons, property, and construction means, methods, techniques and sequences. Cost Estimates Since Consultant has no control over Contractor(s)methods of determining costs,or over competitive bidding or market conditions, his opinions of probable Project Cost and Construction Cost are made on the basis of his experience and qualifications but Consultant does not guarantee that costs will not vary from opinions of cost prepared by him. Utilities Client shall provide the location and/or arrange for the marking of private utilities and subterranean structures. Consultant can assist the Client with locating subterranean structures and utilities via a Change Order. Consultant shall not be responsible for damage to subterranean structures or utilities that are not called to Consultant's attention,are not correctly marked,including by a utility locale service,or are incorrectly shown,or omitted,on the plans furnished to Consultant. Subsurface Subsurface conditions throughout the site may vary from those depicted on logs of discrete borings, test pits, or Explorations other exploratory services. Client understands Consultant's layout of boring and test locations is approximate and that Consultant may deviate a reasonable distance from those locations. Consultant will take reasonable precautions to reduce damage to the site when performing Services; however, Client accepts that invasive services such as drilling or sampling may damage or alter the site. Site restoration is not provided unless specifically included in the Services. Testing and Client understands that testing and observation are discrete sampling procedures, and that such procedures Observations indicate conditions only at the depths, locations, and times the procedures were performed. Consultant will provide test results and opinions based on tests and field observations only for the work tested. Client understands that testing and observation are not continuous or exhaustive, and are conducted to reduce, not eliminate, project risk. Client agrees to the level or amount of testing performed and the associated risk. Client is responsible (even if delegated to contractor) for notifying and scheduling Consultant so Consultant can perform these Services. Consultant shall not be responsible for the quality and completeness of contractor's work or their adherence to the project documents, and Consultant's performance of testing and observation services shall not relieve contractors in any way from their responsibility for defects discovered in its work, or create a warranty or guarantee. Consultant will not supervise or direct the work performed by contractors or their subcontractors and is not responsible for their means and methods. Sample Samples are consumed in testing or disposed of upon completion of tests (unless stated otherwise in the Disposition Services). Client shall furnish or cause to be furnished to Consultant all documents and information known or Affected available to Client that relate to the identity, location, quantity, nature, or characteristic of any hazardous waste, Materials and toxic, radioactive, or contaminated materials ("Affected Materials") at or near the site, and shall immediately Indemnity transmit new, updated, or revised information as it becomes available. Client agrees that Consultant is not responsible for the disposition of Affected Materials unless specifically provided in the Services, and that Client is responsible for directing such disposition. In the event that test samples obtained during the performance of Services(1)contain substances hazardous to health,safety,or the environment, or(2)equipment used during the Services cannot reasonably be decontaminated,Client shall sign documentation(if necessary)required to ensure 01-01-04 Page 1 of 3 AGREEMENT FOR SERVICES GENERAL CONDITIONS (CONTINUED) Sample the equipment and/or samples are transported and disposed of properly, and agrees to pay Consultant the fair Disposition market value of this equipment and reasonable disposal costs. In no event shall Consultant be required to sign a Affected hazardous waste manifest or take title to any Affected Materials. Client shall have the obligation to make all Materials and spill or release notifications to appropriate governmental agencies. The Client agrees that Consultant neither Indemnity created nor contributed to the creation or existence of any Affected Materials conditions at the site. (Continued) Accordingly, Client waives any claim against Consultant and agrees to indemnify and save Consultant, its agents, employees, and related companies harmless from any claim, liability or defense cost, including attorney and expert fees, for injury or loss sustained by any party from such exposures allegedly arising out of Consultant's non-negligent performance of services hereunder, or for any claims against Consultant as a generator,disposer,or arranger of Affected Materials under federal,state, or local law or ordinance. Change Orders Client may request changes to the scope of Services by altering or adding to the Services to be performed. If Client so requests, Consultant will return to Client a statement of the change setting forth an adjustment to the Services and fees for the requested changes. Following Client's review, Client shall provide written acceptance. If Client does not follow these procedures, but instead directs, authorizes, or permits Consultant to perform changed or additional work, the Services are changed accordingly and Consultant will be paid for this work according to the fees stated or its current fee schedule. If project conditions change materially from those observed at the site or described to Consultant at the time the project is started,Consultant is entitled to a change order equitably adjusting its Services and fee. Changes in Instruments of Service due to a change in design direction by the Client after Client's original direction has been received and additional copies of Instruments of Service provided at Client's request will be charged on a time and materials basis and said fees will be in addition to the fee stated in the Agreement. Preparation of revisions to Instruments of Service in response to Governmental Agency requests when said requests are not part of a formal Governmental Agency standard, or could not have been reasonably anticipated, or not due to an error by the Consultant will be charged on a time and materials basis and said fees will be in addition to the fees stated in the Agreement. Ownership of All reports, plans, specifications, field data and notes and other documents, including all documents on Documents electronic media prepared by the Consultant are Instruments of Service and shall remain the property of the Consultant and may not be used by the Client for any other endeavor. Client shall defend, indemnify,and hold harmless the Consultant, their agents, and employees, from and against legal liability for all claims, losses, damages, and expenses to the extent such claims, losses, damages, or expenses are caused by reuse of the Instruments of Service. Electronic Files Consultant is not responsible for any liability arising from any reuse or modification of electronic files provided and makes no warranties, either expressed or implied, of merchantability and fitness for any particular purpose. In no event shall Consultant be liable for any loss of profit or any damages associated with use of this information. Limitation of The liability of the Consultant and Consultant's officers, directors, employees, agents and Consultant's Sub- Liability Consultants, and any of them, to Client and anyone claiming by, through or under Client, for any and all claims, losses, costs or damages whatsoever arising out of, resulting from or in any way related to this project or this Service Order from any cause or causes, including but not limited to the negligence, professional errors or omissions, strict liability or breach of contract or warranty expressed or implied of Consultant and Consultant's officers, directors, employees, agents and Consultant's Consultants, and any of them shall not exceed the compensation received by the Consultant under this Agreement. Indemnity In addition, and notwithstanding any other provisions of this Agreement, the Client agrees, to the fullest extent permitted by law, to indemnify and hold harmless the Consultant, its officers, directors, employees and subconsultants (collectively, Consultant) against all damages, liabilities or costs including reasonable attorney's fees and defense costs, arising out of or in any way connected with this Project or the performance by any of the parties above named of the Services under this Agreement, excepting only those damages, liabilities or costs attributable to the negligent acts or negligent failure to act by the Consultant. In the event of any claim, Client agrees to make claim against the Consultant and not against any individual employed by the Consultant. Standard of Consultant will perform the Services in a manner consistent with that level of care and skill ordinarily exercised Care by members of the profession currently practicing under similar conditions in the same locale. Consultant makes no warranties or guarantees, expressed or implied, relating to Consultant's Services and Consultant disclaims any implied warranties or warranties imposed by law, including warranties of merchantability and fitness for a particular purpose. 01-01-04 Page 2 of 3 AGREEMENT FOR SERVICES GENERAL CONDITIONS (CONTINUED) Work not Consultant's Services do not include the investigation or detection of, nor do recommendations in Consultant's Included reports address the presence or prevention of biological pollutants (e.g. mold, fungi, bacteria, viruses, or their byproducts) or occupant safety issues such as vulnerability to natural disasters, terrorism, or violence. Consultant's findings, opinions, and recommendations are based solely upon data and information obtained by and furnished to Consultant at the time of the Services. Certificate of The Client shall make no claim for professional negligence, either directly or in a third party claim, against the Merit Consultant unless the Client has first provided the Consultant with a written certification executed by an independent design professional currently practicing in the same discipline as the Consultant and licensed in the State of Colorado. This certification shall: a) contain the name and license number of the certifier; b) specify each and every act or omission that the certifier contends is a violation of the standard of care expected of a Consultant performing professional services under similar circumstances; and c) state in complete detail the basis for the certifier's opinion that each such act or omission constitutes such a violation. This certificate shall be provided to the Consultant not less than thirty(30)calendar days prior to the presentation of any claim or the institution of any arbitration or judicial proceeding. Mediation In an effort to resolve any conflicts that arise during the development, design or construction of the project or following the completion of the project with the exception of fee disputes, the Client and the Consultant agree that all disputes between them arising out of relating to this Service Order shall be submitted to non-binding mediation unless the parties mutually agree otherwise. The Client and the Consultant further agree to include a similar mediation provision in all agreements with independent contractors and consultants retained for the project and to require all independent contractors and consultants also to include a similar mediation provision in all agreements with subcontractors, sub-consultants, suppliers or fabricators so retained, thereby providing for mediation as the primary method for dispute resolution between the parties to those agreements. Insurance Consultant represents that it and its employees are protected by worker's compensation insurance and that Consultant has such general liability,property damage and professional liability insurance policies as Consultant deems to be adequate. Certificates for all such policies of insurance shall be provided to Client upon written request. Consultant shall in no event be responsible for any loss or damage beyond the amounts, limits and conditions of such insurance. Termination Either the Client or the Consultant may terminate this Agreement at any time with or without cause upon giving the other party seven (7) calendar days prior written notice. The Client shall within thirty (30) calendar days of termination, pay the Consultant for all services rendered and all costs incurred up to the date of termination, in accordance with the compensation provisions of this Agreement. Third Party This Agreement and the Services provided are for Consultant's and Client's sole benefit and exclusive use with Reliance no third party beneficiaries intended. Reliance upon the Services and any work product is limited to Client, and is not intended for third parties. Applicable Law The law of the State of Colorado shall govern the validity of the Agreement,including these General Conditions and its interpretation and performance. Enforcement In the event either of the parties fails to keep any of the conditions or agreements contained herein, each shall have the right to bring an action for damages for breach of this Agreement or to pursue any other remedy allowable by law or in equity. Invoices Payments are due at,time of delivery of products of service. If the Client is invoiced at a latter date,payments of invoice by Client is due upon receipt. Interest at 1 -1/2% per month from the date of the invoice will be charged on invoices not paid within 30 calendar days. If the invoice is not paid within 30 calendar days, the Consultant may, without waiving any claim or right against the Client, and without liability whatsoever to the Client, terminate the performance of the service. Client agrees to pay all attorney fees and collection costs used to obtain payment of attorneys' fees. Consultant may suspend Services for lack of timely payment. Entire These General Conditions shall be used in combination with a Task Agreement, a proposal, or a contract. These Agreement combined documents shall be the entire Agreement and shall supercede any other agreement between Client and Consultant relating to the subject matter thereof. In case of a conflict or inconsistency between these General Conditions and any other contract documents, these General Conditions shall control. 01-01-04 Page 3 of 3 JrSCOTT, COX & ASSOCIATES, INC. consulting engineers • surveyors December 6, 2013 Weld Development Co., LLC 200 W. Hampden Avenue, Suite 201 Englewood, CO 80110 Attn: Mr. Mick Richardson Project: 04146 Dear Mr. Richardson: This letter is in regard to the review and update of the Preliminary Subsurface Investigation Report prepared for the approximate 230-acre subdivision (Mead Property) located in the North lh of Section 16, T3N, R68 West of the 6"' P.M. in Weld County, Colorado, dated February 2004. We understand that the property is now known as Mead Village and consists of approximately 250 acres which now excludes the property east of the railroad tracks which is reflected in the original report as boring numbers 15, 16 and 17, and the property south of the Highland Ditch at boring numbers 1 through 4. Based on our review and the fact that it is a preliminary report, it is our opinion that the information presented in the report is still valid and that more specific recommendations will be given during the site specific investigations, as outlined in the original report. Thank you for consulting with us on this phase of the project. If you have any questions, please contact us at your convenience. Sincerely, OO REGin SCOTT, COX & ASSOCIATES, INC. SAS I.-14, cot te4 ‘-/e-e-:--t, .�• ostr B Kevin L. Hinds, P.E. �(3 adAtr Reviewed By ..` M. Edwar Glas •ow, P.E. 1530 55th Street • Boulder, Colorado 80303 • (303)444-3051 • Fax: (303)444-3387 Excerpt from Soils Report by Scott, Cox & Associates... (See Section 16 for entire Soils Report) Geologic Research In conjunction with the preparation of the subsurface investigation report, we have conducted research regarding the geologic characteristics of the site. Geologically, the site is mapped as having colluviul (gravity deposited) and alluvial (water deposited) surface soils atop bedrock units, which are mapped as the upper portion of the Pierre Shale Formation (Cretaceous age) atop older units. The geologic mapping that we have reviewed revealed no major faults that have been identified on the site. The site is not within any recognized coal-producing province. The vast majority of the coal production in this region was from deposits within the Laramie Formation. This includes the very large and well-known Boulder-Weld County Coal Fields. This formation is absent on this property, being of younger age than the mapped bedrock units at this site and having been completely eroded away. Therefore, it appears that there is only a remote possibility of any economically viable coal deposits and therefore, only a remote possibility of any future development of any coal reserves. As such, it appears that there is little possibility that there has been any previous coal mining beneath this property and the potential for damaging subsidence due to previous mining activities is, therefore, also very remote. We performed a total of 17 borings on this property and no gravel layers were encountered in the borings. It is always possible that there are old fossil streambeds that exist on this site that cannot be identified from surface topography, which could contain localized gravel deposits. However, the type of thick, continuous gravel deposits that would be economically viable do not appear to exist on this property. COLORADO HISTORICAL SOCIETY Office of Archaeology and Historic Preservation 1200 Broadway, Denver, Colorado 80203 Ms Kaen Z. Henry The Henry Design Group 1501 Wazee Sreet, Se 1-C Denver, CO 80202 October 24, 2013 Re: Mead Villa`y FileSea'd No. 17969 At your request,the Office of Archaeology aid Historic Preservation has conducted asearch of the Colorado I nventoryof Culturd Resources located in the fol lowi ng aea PM T R S 6th 3N 68W 16 N 2 sites aid 1 survey were lorded in the desgidei aea(s). If information on tin the project aeawasfound,defaleJ information followsthesammay. If no sites or districtswaefound, but surveys ae known to have been conducted in the project aea, survey information follows the sammay. We do not have complete i nformdion on surveys conducted in Colorado,aid our sitefilescainot beconsidaeJ complete beaamost of thestde ha not been surveyed for cultural resources There is the possibility that as yet unidentified cultural resources exist within the proposed impact aea Therefore,in the event there is Federal or Sate involvement,we re ommend that a professional survey beconcluded to identify my cultura resources in the project aea,which aedigibletobe listed in the Nationa Register of Historic Awes We look forwadto consulting with you regarding the effect of the proposed project on my eligible cultural resource in accordaice with theAdvisory Coundl on Historic Preservation Procedures aid thePresavation aid Protelion of Historicaid Cultural Resources(36 CFR800). Please provide this office with the railts of the cultural resource survey for our review of professional adequacy aid compliaice with regulations. If you have my questions please contact the Office of Archaeology aid Historic Preservation d (303)866-3395 or 3392. Thaik you for your interest in Colorado'scultural haitay. Rdiad Wilshusen Kevin Black Deputy Sate Historic Preservation Office-for Archaeology Assistait OdeArchaeologist Sate Archaeologist "Information regading significant adiaeologd resources is a duded from the Freedom of I nformation Act. Therefore, legal Iocdionsof these resources must not beindudel in documents for public distribution. 17969_s/17969_sy condition_dat site_doc_i site_id site_name resource_type address assessment assessment_date organization recording_date condition e d 520 WELKER MEAD SCHOOL,MEAD AVE.,MEAD,CO Colorado MC.SHF.R1 5WL.6173 ELEMENTARY SCHOOL Historic 80542,Weld Field not eligible 8/23/2007 Preservation,Inc. 8/23/2007 92 106-Officially Powers Elevation Co., Historical Archaeology I eligible>Field needs 06/20/1989>02/10 Inc.>Colorado Good>Light 12/20/1989> 5WL.841 GREAT WESTERN RAILROAD Historic data>Field not eligible /1989>11/1982 Preservation Office 02/10/1989>11/1982 Disturbance 11/1982 WL.E.R1 feature_co site_id site_name site_doc_name archaeological_type culture feature unt artifact artifact_count site_type original_use DROUGHT,DEPRESSION,AND DUST:THE NEW DEAL IN EASTERN COLORADO PHASE III SURVEY REPORT,CHEYENNE,CROWLEY, MEAD SCHOOL,MEAD ELBERT,LAS ANIMAS,LINCOLN, 5WL.6173 ELEMENTARY SCHOOL MORGAN AND WELD COUNTIES SCHOOL,GYMNASIUM PUBLIC SERVICE COMPANY OF COLORADO AULT TO FORT ST. VRAIN 230 KV TRANSMISSION LINE TRANSPORTATION, SWL.841 GREAT WESTERN RAILROAD WELD COUNTY,COLORADO HISTORIC,RAILROAD EURO-AMERICAN RAILROAD RAILROAD TRACK site_id site_name present_use style features architect integrity early_date late_date trs_pm trs_township trs_range IRREGULAR PLAN,FLAT MODERN ROOF,1 STORY,STUCCO, MEAD SCHOOL,MEAD MOVEMENTS,WPA ASPHALT ROOF, EDBROOKE,HARRY 5WL.6173 ELEMENTARY SCHOOL SCHOOL MODERNIST BUTTRESSES,ADDITION W.J. 1938 1939 6TH 3N 68W 6TH>6TH>6T H>6TH>6TH> 6TH>6TH>6T H>6TH>6TH> 6TH>6TH>6T 65W>66W>66W> H>6TH>6TH> 66W>66W>66W> 6TH>6TH>6T 66W>67W>67W> H>6TH>6TH> 7N>7N>7N>7 67W>67W>67W> 6TH>6TH>6T N>7N>7N>7N 67W>67W>67W> H>6TH>6TH> >7N>7N>6N>6 67W>67W>67W> 6TH>6TH>6T N>6N>6N>6N 67W>67W>67W> H>6TH>6TH> >6N>6N>6N>5 67W>67W>67W> 6TH>6TH>6T N>SN>SN>5N 67W>67W>67W> H>6TH>6TH> >SN>5N>5N>5 67W>67W>67W> 6TH>6TH>6T N>5N>5N>4N 67W>67W>67W> H>6TH>6TH> >4N>4N>4N>4 67W>67W>67W> 6TH>6TH>6T N>4N>4N>4N 67W>67W>67W> H>6TH>6TH> >4N>4N>4N>4 67W>67W>67W> 6TH>6TH>6T N>4N>4N>4N 67W>68W>68W> H>6TH>6TH> >4N>4N>4N>4 68W>68W>68W> 6TH>6TH>6T N>4N>4N>4N 66W>66W>66W> H>6TH>6TH> >4N>SN>5N>2 66W>68W>68W> 6TH>6TH>6T N>2N>3N>3N 68W>68W>68W> H>6TH>6TH> >3N>3N>3N>3 68W>68W>68W> TRANSPORTATION, 6TH>6TH>6T N>3N>3N>3N 68W>68W>68W> 5WL.841 GREAT WESTERN RAILROAD TRACK 1870 1879 H>6TH >3N 68W site_id site_name trs_section trs_quarter maps utm_zone_easting utm_northing elev_ft MEAD SCHOOL,MEAD 5WL.6173 ELEMENTARY SCHOOL 16 N NW NE NE LONGMONT 13;499818 4453578 5030 N>S S N>S S N>S 3;507506>13;507926>13 05>4474414>44 5 N>5 S N>SS ;509260>13;509418>13; 74587>4475903 N>E SE SE>E 509436>13;509717>13;5 >4476397>4479 E>SW NE>W 11112>13;512288>13;51 887>4480690>4 NW>5>E SE>W 2464>13;512774>13;512 481817>448445 NW>E E E>E E 950>13;519041>13;5199 8>4485986>448 E>SW NE>SE 82>13;520320>13;52442 6514>4486620> SE SE>S>SW I 1>13;524399>13;520302 4486683>44866 NE>NW >13;519971>13;519041> 54>4486710>44 NW>NW SE>SW 13;512927>13;512710>1 86768>4486834 SW>NW 3;512365>13;512203>13 >4486810>4486 SE>E>SW SW ;511041>13;509633>13; 739>4486781>4 SW>S>SE SE>S 5 509337>13;509337>13;5 486701>448659 5>W WW W I SS 09193>13;507882>13;50 1>4486014>448 31>36>35>34>33 5>E E E>55 7471>13;506894>13;504 4500>4481894> >32>31>36>35>2 N>N>W>N N 675>13;504693>13;5065 4480753>44798 >11>14>15>21>2 N>N>NW NW>E 36>13;508017>13;50803 94>4476401>44 2>28>33>4>5>7> E>W E>N NW>E 7>13;508339>13;510579 75940>4474642 8>18>19>20>29> SW>NW>S S BERTHOUD I >13;511924>13;512094> >4474478>4473 32>33>1>2>3>4> N>S S N>S S N>S BRACEWELL I 13;512183>13;515373>1 761>4472764>4 5>7>8>9>10>11> 5 N>SE>N>N S EATON 3;517885>13;518732>13 471465>446987 16>17>20>29>30 5 N>SE GOWANDA I ;518752>13;517925>13; 4>4466629>446 >31>9>10>11>12 SE>S>N>S S JOHNSTOWN I 515403>13;512243>13;5 5343>4464967> >36>5>6>32>33> N>W>SE SE>SE LONGMONT I 12203>13;512532>13;51 4464894>44647 5>6>1>2>9>10>1 SE>S N I N MILLIKEN I 2453>13;511914>13;510 55>4464585>44 1>16>21>28>32> SW>N>E>W>W> SEVERANCE I 549>13;508396>13;5085 64735>4465712 5WL.841 GREAT WESTERN RAILROAD 33 ESE>W NW WINDSOR 35>13;507818>13;50776 >4466928>4467 4800 survey_id name survey_procedure bound county lead agency institution sitedoc_author sitedoc_name method completion date DROUGHT, DEPRESSION,AND DROUGHT,DEPRESSION, DUST:THE NEW DEAL AND DUST:THE NEW DEAL IN EASTERN IN EASTERN COLORADO COLORADO PHASE III PHASE III SURVEY REPORT, SURVEY REPORT, CHEYENNE,CROWLEY, Cheyenne>Crowley> CHEYENNE,CROWLEY, ELBERT,LAS ANIMAS, Elbert>Las ELBERT,LAS ANIMAS, LINCOLN,MORGAN AND Animas>Lincoln>Mor LINCOLN,MORGAN MC.SHF.R192 WELD COUNTIES SELECTIVE gan>Weld Colorado Preservation,Inc. Colorado Preservation,Inc. CHRISTMAN,ABBEY AND WELD COUNTIES Historic Survey-CII> 09/2009>09/01/201➢ survey_id name acres total site_count if_count maps pmtrs meters_northing meters_easting >6TH T215 R56W 511>6TH T9S R64W 534>6TH T105 R60W S35>6TH T335 KIT CARSON I ORDWAY I OLNEY SPRINGS I R51W 53>6TH T155 R55W S15>6TH T9S DROUGHT,DEPRESSION, SUGAR CITY I ELBERT I SIMLA I PINTADA R55W 512>6TH T3N R5JW 56>6TH TON AND DUST:THE NEW DEAL CREEK I HUGO I GENOA WEST I GENOA R5JW S31>6TH T4N R56W S12>6TH T6N IN EASTERN COLORADO EAST I LAMB I FORT MORGAN I BRUSH R58W S14>6TH T4N R66W 54>6TH TJN PHASE III SURVEY REPORT, EAST I PEACE VALLEY SCHOOL I GREELEY I R69W 512>6TH T5N R65W 531>6TH T2N CHEYENNE,CROWLEY, MILLIKEN I EATON I LONGMONT I R67W S31>6TH TSN R64W 57 >6TH TBN ELBERT,LAS ANIMAS, BRIGGSDALE I LA SALLE I FREDERICK I R62W 528>6TH TIN R62W S20>6TH LINCOLN,MORGAN AND PLATTEVILLE I CHALK BLUFFS SW I KERSEY T10N R66W 512>6TH T3N R68W 516 MC.SHF.R192 WELD COUNTIES 35 I KARVAL >6TH T3N R68W S8 >6TH T1➢S R54W Peak mwH.m su 200 Englemod Colorado 80110 P,:720.8553859 Civil Consultants FAX 720.855.3860 Preliminary Utility Report For Mead Village Mead, Colorado Owner/Developer: Weld Development Company, LLC 200 W.Hampden Avenue, Suite 200 Englewood, Colorado 80110 (303) 346-6437 Contact: Mick Richardson Prepared By: Peak Civil Consultants 200 W.Hampden Avenue, Suite 200 Englewood, Colorado 80110 (720) 855-3859 Fax: (720) 855-3860 Contact: Jeff French, P.E. Project Number 10.55 December 2013 Civil Engineering and Land Development Services TABLE OF CONTENTS Introduction 1 Project Location and Description 1 Sanitary Sewer System 1 Existing Sanitary Sewer System 1 Proposed Sanitary Sewer System 3 Water System 4 Existing Water System 4 Proposed Water System 5 Stormwater Drainage 6 Groundwater 6 Dry Utilities 6 Conclusion 6 References 7 Appendix A - Maps, Tables & Figures Vicinity Map Phasing Plan Existing Sewer Map Exhibit Sanitary Sewer Outfall Options Little Thompson Water district Map—Existing Infrastructure Appendix B —Calculations Proposed Sewer Demands Preliminary Sewer Sizing Proposed Water Demands Appendix C—Excerpts from Masterplans and Agencies Offsite Sewer Main Extension Exhibit Back Pocket Offsite Water Main Extension Exhibit Back Pocket INTRODUCTION This preliminary utility report has been prepared in support of the preliminary plat documents for the proposed Mead Village Project. The purpose of this report is to demonstrate the need for and availability of water distribution systems and wastewater collection systems and to discuss possible offsite extensions that may be required to support the proposed development. PROJECT LOCATION AND DESCRIPTION The land proposed to be the location of the future Mead Village is a portion of the North % of Section 16, Township 3 North, Range 68 West of the 6th Principal Meridian, Weld County, Colorado. The site is bound on the west by Weld County Road 5, on the east by rail road tracks, and on the north by both Weld County Road 34 (Welker Avenue) and the Mead School Property. The Highland Ditch, which serves as the site's southwestern boundary, flows southeast from Weld County Rd 5 to the southern boundary. Other irrigation laterals originate from the Highland Ditch and disperse water throughout the subject property. There is an existing house near the center of the site that is proposed to be removed. With the exception of the existing farmhouse, the entire 181 acre site is currently undeveloped agricultural land. The proposed development will consist of 395 single family residences, 29.3 acres of commercial development, 4.2 acre lot for a recreation center, a 7.3 acre lot for a designated neighborhood park with associated ball fields, 27.1 acres for additional parks, open spaces, and detention areas; and finally 7.9 acres of non-irrigated area for the existing irrigation ditch. The proposed development will occur over six phases. (Refer to Phasing Plan within Appendix A). The proposed layout of proposed lots, tracts and easements can be viewed on the Overall Utility Map (Map Pocket). The uses of each of the parcels shall be of those allowed in accordance with the Town of Mead Municipal Code as it pertains to the zone district. The types of uses have specific demand rates and peaking factors that are allocated to them along with conversion factors to single family dwelling units, or rather Single Family Equivalents (SFE's). (Refer to Appendix B, Proposed Water Demands, and Proposed Sanitary Sewer Demands for a specific break down of the different types of land uses within each phase and the demand rates attributed to those land uses). Since the water demand rates already include an allowance for irrigation, the SFE's for the Sanitary Sewer System and the Water System are different. There are 488 SFE's for the sanitary sewer system and 776 SFE's for the water distribution system. SANITARY SEWER SYSTEM Existing Sanitary Sewer System Public sanitary sewer for Mead Village will be provided by The Town of Mead Waste Water Facilities. All sanitary sewer is anticipated to be gravity flow, no lift stations are proposed. Existing sanitary sewer infrastructure is adjacent to the property. (Refer to Appendix A). R-dinirary Uility Report fcr Mead Mllary Page 1 Potential Existing Connection Points Several potential existing connection points have been evaluated for this project (Reference 3). 1) The existing 8" sanitary sewer main in Welker at Seventh Street which currently serves the Saint Vrain elementary and middle schools. This main outfalls to the east and heads north at an alley between Fourth and Fifth Street and eventually connects to the existing 12-inch sewer trunk line that crosses the railroad at Third Street and Fairburn Avenue. (This line has capacity for a total of 530 homes. However, a portion of Mead Village will not be able to be served by this line due to topographical relief, site layout, and proposed grading. Therefore this option is not recommended.) 2) The existing 8-inch sewer line in Seventh Street approximately 50-feet north of Welker Avenue which serves Mead Western Meadows. This main outfalls to the north and weaves through portions of Mead western meadows and eventually connects to the existing 12-inch sewer trunk line that crosses Third Street and the railroad at Fairburn Avenue. (This line has capacity for a total of 504 homes. However, portions of this outfall have been anticipated to be utilized by Mead Western Meadows and are thought to be reserved for that subdivision if at all possible.) 3) The existing 8-inch sewer main in Ginger Avenue approximately 50-feet north of Welker Avenue that outfalls to the north and serves Mead Western Meadows. This main outfalls to the north and weaves through portions of Mead Western meadows and eventually connects to the existing 12-inch sewer trunk line that crosses Third Street and the railroad at Fairburn Avenue. (While this line has capacity, portions of this outfall have been anticipated to be utilized by Mead Western Meadows and are thought to be reserved for that subdivision if at all possible.) 4) The existing 8-inch sanitary sewer main in an alley between 5th and 6th Streets about 150-feet north of Welker Avenue. This main outfalls to the north and eventually connects to the existing 12-inch sewer trunk line that crosses Third Street and the railroad at Fairburn Avenue. (This line has the capacity to serve 555 homes, however, connecting to this line would be difficult since the line is on the north side of Welker, and there is already a sanitary sewer on the south side of Welker. Therefore this option is not recommended.) 5) Preferred Connection Point: The existing 12-inch sanitary sewer trunk main at Third Street and Fairburn Avenue conveys flows to the wastewater treatment plant. This would require nearly 2000 linear feet of offsite sewer to be constructed in addition to dedicated easements from property owners adjacent to the railroad right-of-way. There would be no capacity issues, and the topographical relief is sufficient to serve the entirety of Mead Village. R-dinirary ltility Report fa Mead MIlage Page 2 Proposed Sanitary Sewer System Potential Offsite Tributary Basins There are two areas that may provide upstream offsite flows to this subdivision, they are; an existing 4.3 acre residence and/or farm that lies immediately southeast of Welker Road and Weld County Road 5, and a possible future 33 acre development of single family (4 units per acre) homes called Rangeview Estates that lies to the south. The 4.3 acre lot would be directly tributary to the site and is currently served via septic system. As for the development to the south, the natural drainage basin path for Rangeview Estates would be to outfall directly to the east rather than northward through Mead Village. At this current juncture the proposed flows and analysis incorporate only flows from Mead Village. Proposed Flows Preliminary wastewater flows have been calculated for the differing phases and land uses within each phase and included in Appendix B. The average daily wastewater flow for Mead Village is 117,242 gallons per day (gpd). The peak wastewater flow is 293.1 gallons per minute (gpm). Infiltration flow is estimated to be 10% of the average daily flow. (Please refer to the calculations in Appendix B). This can be broken down further as follows: Average Daily Peak Wastewater Flow Zoning/Land Use Wastewater Demand (gpm) (gpd) Single Family 98,000 245.0 Recreation Center 1,668 4.2 Commercial 17,574 43.9 Neighborhood Park 0 0.0 Park 0 0.0 Open Space 0 0.0 Existing Irrigation Ditch 0 0.0 Total 117,242 293.1 Offsite Main Extension Approximately 2000 linear feet of sanitary sewer will be required A sanitary sewer main (approximately 2000' in length) will need to be installed immediately outside the western edge of the railroad right-of-way and extend to the northeast until it connects to the existing 12-inch sanitary sewer main at Fairbairn that crosses under the railroad. The main outfall has been preliminarily sized as an 8-inch line that should be constructed at no less than 0.80% slope in order to convey estimated peak flows (flowing half full per the Town of Mead criteria) from the proposed development. The F re ini wy ltility Report fcr Mead MIlary Page 3 alignment shown is preliminary in nature and would require easements granted by the effected property owners. Internal Collection System The wastewater system inside the development shall be designed in accordance with the Town of Mead Standard Design Criteria. The Mead Village wastewater collection system is comprised of a network of 8" mains and 4-foot diameter manholes. For the first phase of construction (96 single family residences), the 8-inch outfall main located adjacent to railroad right-of-way is required to be constructed. Wastewater Discharge Type With the exception of the recreation center and commercial development, the subdivision is to consist of single family residential homes. Therefore, it is anticipated that the general nature of the wastewater discharge is to be ordinary sewage. However, there are possible sources of waste discharges that are of an unusual nature or industrial wastewater. Typical unusual wastewater sewage sources consist of discharges from swimming pool drainage, cooling water, commercial discharges, floor drains from auto repair garages, steam cleaning, chemical, dairy, food processing or service, car washes, metal treating or plating operations, etc.). Most of these types of unusual wastewater discharges are associated with the occupancy use within a proposed building. These are potential point sources of wastewater pollution and as such require proper pretreatment. Most pretreatment can be managed at the time of a building permit application to ensure that proper plumbing and pretreatment devices are installed. WATER SYSTEM Existing Water System Public water for Mead Village will be provided by the Little Thompson Water District. Currently, there are existing 8" water lines along Weld County Roads 34 and 7, and an existing 6" water line along County Road 5. However, according to Little Thompson Water District; the existing water lines are in a water pressure zone (Zone 1) that does not have enough pressure to support Mead Village. Therefore, connection to a separate water distribution system zone (Zone 2) is required. The Little Thompson Water district has plans underway to construct a 12-inch Zone 2 line in County Road 34 (Welker Avenue) from 1-25 to Weld County Road 7 (Third Street). This point is located to the north and east of Mead Village. According to the Little Thompson Water District, construction on the waterline is proposed for the spring of 2014. Little Thompson Water District is aware of Mead Village and has written a water service commitment letter in 2011 (Reference 5) outlining their commitment to serve the property along with certain provisions. Additionally, the future development to Mead Village's south, Range View Estates, will be required to connect to the Zone 2 12-inch line at Weld County Road 7 and extend it south along Weld County Road 7 to support their development. R-dinirary Uility Report fa Mead MIlary Page 4 Proposed Water System Offsite Main Extension Mead Village will require the extension of the 12-inch main in County Road 34 (Welker Avenue) extend from Weld County Road 7 and County Road 34 along the property frontage. Two points of connection to this main line extension will be required to serve the development in the initial phase of construction. Mead Village will connect to the proposed 12-inch Zone 2 line in Weld County Road 7 once the line is constructed by others and prior to construction of Phase 6. Proposed Demand Preliminary water demands have been calculated for the differing phases and land uses within each phase and are included in Appendix B. The average daily water usage for Mead Village including landscaping is 310,225 gallons per day (gpd). This can be broken down further as follows: Average Daily Water Average Daily Water Zoning/Land Use Demand Demand (gpd) (gpm) Single Family 156,800 108.8 Recreation Center 3,336 2.3 Commercial 35,148 24.4 Neighborhood Park 32,208 22.4 Park 8,513 5.9 Open Space 74,220 51.6 Existing Irrigation Ditch 0 0.0 Total 310,225 215.4 Internal Distribution System The water system inside the development shall be designed in accordance with the Little Thompson Water District Design Criteria Manual and looped wherever possible. The Mead Village water distribution system is comprised of a network of 8" lines with one 12" line providing a loop from County Road 34. For the first phase of construction (96 single family residences), the 12-inch water line will loop back to the extended 12- inch line in Welker Road. At the time that subsequent phases are being developed a secondary loop connection to the 12-inch line in Weld County Road 7 will be made. For the future commercial development interior looping of the water distribution will be made. If required, a possible connection to the existing 6-inch Zone 1 line in Weld County Road 5 could be made with the installation of a PRV. R-dinirary Uility Report fa Mead MIlage Page 5 Phasing has been taken into account to determine exactly when various distribution services need to be constructed. For example, the commercial portion of the development (Phase 6) will have the highest fire flow demand requirements, but is not scheduled for construction in the near future. Therefore, the secondary loop connection point in to Weld County Road 7 won't be required for some time. STORMWATER DRAINAGE Refer to the separate drainage letter prepared by Peak Civil Consultants, Inc. (Reference 7) for information on storm water drainage for the parcels. GROUNDWATER According to Reference 8, "geologically, the site is mapped as having colluvial (gravity deposited) and alluvial (water deposited) surface soils atop bedrock units". The site is also purported to have a relatively shallow groundwater table and shallow bedrock (less than 8-feet deep) at some locations at the site. In conjunction with the multiple irrigation ditches adjacent to and/or traversing the site a high groundwater table is anticipated, and perimeter drains for buildings with basements or constructed as slab on grade are recommended. At the time of building permit, each lot is to have its individual soils report as to its foundation design. At such time, the soils report will recommend whether or not that particular building shall have a perimeter drain. The perimeter drainage system will be designed in accordance with recommendations of the geological engineer. Generally speaking, these perimeter drains will convey ground water via gravity flow to a sump pump on the individual lots and discharge to a point above grade on the individual lot. The discharge from the sump pump will then be conveyed toward the street via overland flow. Once in the street, the flows will be conveyed toward the storm sewer system via curb and gutter. DRY UTILITIES Electric, gas, telephone, and cable services will be provided by the typical Town utility providers. Dry utilities will be extended internally from existing facilities adjacent to the property and within the development in designated easements as necessary. CONCLUSION This Preliminary Utility Report outlines the basic water and sanitary sewer plan for the proposed development. Please refer to the appendix for applicable calculations and maps. The capacities of downstream wastewater facilities will have to be verified by the Town. Little Thompson Water District has supplied a will serve letter for this project, and once Little Thompson Water District extends the 12-inch line in Welker Road from l- 25 to Third Street the developer will extend the waterline in Welker along the property frontage. Multiple points of connection to the existing sanitary sewer system are available for connection and the preferred point of connection is at 12-inch trunk line at Fairburn and Third Street. Additional utility details will be presented in the final utility study for this project. R-dinirary Uility Report fa Mead MIlage Page 6 REFERENCES 1) Standard Design Criteria and Construction Requirements, Town of Mead; latest edition. 2) Water District Specifications; Little Thompson Water District; March 4, 2004. 3) DRAFT Memorandum RE: Mead Village Sewer Line Capacity Review, J.B Wright & Associates, Inc.; September 2013. 4) Mead Sewer System Maps, J.B Wright & Associates, Inc.; 2009. 5) Water Service Commitment Letter for Mead Village; Little Thomson Water District; July 6, 2011. 6) Water District Base Map.dwg file; Little Thompson Water District; March 4, latest edition. 7) Preliminary Drainage Report for Mead Village; Peak Civil Consultants, Inc.; November 2013. 8) Preliminary Subsurface Investigation, 230-Acre Subdivision (Mead Property), Scott, Cox & Associates, February 2004. 9) Letter regarding "Preliminary Subsurface Investigation Report, 230-Acre Subdivision (Mead Property)", Scott, Cox & Associates, December 6, 2013. R-dinirary ltility Report fcr Mead MIlary Page 7 g W c 01 d _ _ --;77I--- $ PHASING SUMMARY — ;k" PHASE AREA NUMBER r— :eds. w� _ _ _ _ $₹ (ACRES) OF LOTS 34 91��• n 1 n x a m ys I1 {f 2 19.14 96 9� 2 19.14 61 at t. ss x m ,. .r is ,. Y¢_a S - 3 36 37 63 ` i 4 24.36 62 r £� A 4 32 Ba 82 a m a ss o PHASE 1 m £ 93 s aas6 Teo j, x > # I I I # I TOTAL 161 ae 395 LLJ 4 0� � `' � ' PHASE 3 3 J PHASE 6 ;� Q©0 �� IV Jr.:. J 0_ z! i\\t ! FJiFkt Q ! It I dIW 4 � i f n ¢ �� P1iFS a W y Li 0 M m 1. y, T ' \ A, I l rte. ,; b COMPANY. LLC DEVELOPER IT �` / _ ENT a co zoo w. HAMPBE AVE. __ E. = # SUITE 201 .� �.- _ _ - , t' PHBNE: (303) 3a6-6aav Fu 1 < p[ - 4 -- i CONTACT: MICHAEL m �L • ,• ' ' I H ' ' I __—' . v_. . u : {. RICHARDSON m I_� .- a £ 3 $ k . HH I z aMeocoDSDIwDu I � , a \ - �.. 1 200 w HAMPDEN AVE.suITE 200 x �. g BNCLEw000,COLORADO nova — _ . 1 . Lp 3" PH rzo ass sass CI- IL r ��,,.�. RI Ni M �, % i — — — — — — — FAX Ro 528 8167 CL 1 _ — ' CONTACT'JEFF FRENCH Cr W f^ �" LO D 5 NI CPCr 0 DATE 10/31/13 x 811 .p8 NO: loss o DRANK BY: RF 00 w20 D o _;_ APPROVED: - - " — CADD FILE ( 1N FEET) Know what's below. 1 1 1 1—"- 200 f" Call before you dig. APPENDIX A MAPS, TABLES AND FIGURES r, 4 0 HIGHLANI LAKE W¢ 1. ' � � - I I I 3470 RD I in I .v I El VN / ,._.._. - . 7 -RS-\-- 11 IifjJu : 0 . ' _ `.v y/i O NT � ' w • �I - I 1,.81 i 17 � , I h I / ••. b `v 9th O • I ' 3 III. s � LON , o GOWAND v 0 M _ o a 19 20 I .�•\ //IN VO R2123 ,. 3 • w z o_ X VICINITY MAP 1"=2000' SHEET 3 " HE L- J11 I u _ J_ ! 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R. r::, �,�� _ z7 �_ _ i . - - _ , -� . ..-. , a :aea—...._ .s,.x._.� m�1r , rsisaca•Yaoui umlrs ._, - vaaw � _ _ '.,•••. , �"'- rau aenaoaex razeoauxaes i `� ._ `' `.... .r �. \ �� l.lrt ?�"6i31gk 1vgr2s7Ere-t. NA,' APPENDIX B CALCULATIONS Mead Village Proposed Sanitary Sewer Demands Job No. 10.55 Peak Civil Consultants, Inc. December 18,2013 Page 1 of 1 Reference 1:Town of Mead Standard Design Criteria and Construction Requirements Avg. Flow Avg. Flow Planning Type of Area SFEs Total Per SFE Per SFE Avg. Daily Infiltration Peak Flow w/Infilt. Peak Flow Area Zoning (acres) per acre SFE's (gpd/acre) (gpd/D.U.) Flow(gpd) Flow(gpd) Factor' (gpd) (gpm) Phase 1 Single Family(R-4) n/a 1 93 0 250 23,250 2325 3.5 83,700 58.1 Phase 1 Park 1.19 0 0 0 0 0 0 0.0 0 0.0 Phase 1 Open Space 4.68 0 0 0 0 0 0 0.0 0 0.0 Phase 2 Single Family(R-4) n/a 0 61 0 250 15,250 1525 3.5 54,900 38.1 Phase 2 Open Space 3.39 0 0 0 0 0 0 0.0 0 0.0 Phase 3 Single Family(R-4) n/a 1 63 0 250 15,750 1575 3.5 56,700 39.4 Phase 3 Recreation Center 4.17 2 8 400 0 1,668 167 3.5 6,005 4.2 Phase 3 Neighborhood Park 7.32 0 0 0 0 0 0 0.0 0 0.0 Phase 3 Open Space 3.41 0 0 0 0 0 0 0.0 0 0.0 Phase 4 Single Family(R-4) n/a 1 82 0 250 20,500 2050 3.5 73,800 51.3 Phase 4 Park 1.15 0 0 0 0 0 0 0.0 0 0.0 Phase 4 Open Space 4.52 0 0 0 0 0 0 0.0 0 0.0 Phase 5 Single Family(R-4) n/a 1 93 0 250 23,250 2325 3.5 83,700 58.1 Phase 5 Open Space 2.67 0 0 0 0 0 0 0.0 0 0.0 Phase 5 Open Space 6.07 0 0 0 0 0 0 0.0 0 0.0 Phase 6 Highway Commercial (HC) 29.29 3 88 600 0 17,574 1757 3.5 63,266 43.9 Phase 6 Existing Irrigation Ditch 7.87 0 0 0 0 0 0 0.0 0 0.0 Total 488 117,242 11724 422,071 293.1 *PEAK FACTOR= =3.5(per Mead Village Sewer Line Capacity Review Letter) (Overall Average Flow/per SFE=250gpd/DU per Mead Village Sewer Line Capacity Review Letter) MEAD VILLAGE PROPOSED SANITARY SEWER LINE CALCULATIONS Date: 11/4/2013 Design Flow Data Full Flow Condition Pipe Size(in) Pipe Mat'I n Slope R Capacity Q(gpm) Q(cfs) Velocity(fps) Depth(ft) Percent Full Q Full(cfs) Velocity(fps) (inches) (Percent) (feet) (cfs) (cfs) ((ps) (ft) 8"Main 8 PVC I 0.0111 0.50% 0.17 1.01 280.9 0.63 3.05 0.38 57.00% 1.01 2.90 8"Main 8 PVC I 0.0111 0.80% 0.17 1.28 280.9 0.63 3.49 0.33 49.50% 1.28 3.67 8"Main 8 PVC I 0.0111 5.00% 0.17 3.20 280.9 0.63 7.10 0.2 30.00% 3.20 9.17 Mead Village Proposed Water Demands Job No. 10.55 Peak Civil Consultants, Inc. December 18, 2013 Reference 1: Town of Mead Standard Design Criteria and Construction Requirements Reference 2: Town of Castle Rock Water System Design Criteria Manual, September 2012 Avg. Flow Avg. Flow Domestic Domestic Phasing Area Type of Area SFEs Total Per SFE Per SFE Avg. Daily Avg. Daily Area Zoning / Land Use (acres) per acre SFE's (gpd/acre) (gpd/D.U.) Flow (gpd) Flow(gpm) Phase 1 Single Family (R-4) n/a n/a 93 n/a 400 37,200 25.8 Phase 1 Park 1.19 9.38 11 3750 n/a 4,463 3.1 Phase 1 Open Space 4.68 7.5 35 3000 n/a 14,040 9.8 Phase 2 Single Family (R-4) n/a n/a 61 n/a 400 24,400 16.9 Phase 2 Open Space 3.39 7.5 25 3000 n/a 10,170 7.1 Phase 3 Single Family (R-4) n/a n/a 63 n/a 400 25,200 17.5 Phase 3 Recreation Center 4.17 2 8 800 0 3,336 2.3 Phase 3 Neighborhood Park 7.32 11 81 4400 n/a 32,208 22.4 Phase 3 Open Space 3.41 7.5 26 3000 n/a 10,230 7.1 Phase 4 Single Family (R-4) n/a n/a 82 n/a 400 32,800 22.8 Phase 4 Park 1.08 9.38 10 3750 n/a 4,050 2.8 Phase 4 Open Space 4.52 7.5 34 3000 n/a 13,560 9.4 Phase 5 Single Family (R-4) n/a n/a 93 n/a 400 37,200 25.8 Phase 5 Open Space 2.67 7.5 20 3000 n/a 8,010 5.6 Phase 5 Detention & Water Quality Pond 6.07 7.5 46 3000 n/a 18,210 12.6 Phase 6 Highway Commercial (HC) 29.29 3 88 1200 n/a 35,148 24.4 Phase 6 Existing Irrigation Ditch 7.87 n/a 0 0 n/a 0 0.0 Total 75.66 776 310,225 215.4 * Includes parcel irrigation demands, per Ref 1 Table 4.4.1.1. APPENDIX C EXCERPTS FROM MASTERPLANS AND AGENCIES THOp Directors ��E SD District Manager: Alex Sauer,President \ ' V JamesC Hibbard Paul Jim 835 d,COay 56 Jim Cooper Berthoud, O 80513 Kathy Gallivan-Crist Richard Macomber P 970.532.2096 Gary Olson WATER DISTRICT F 970.532-3734 Bill Szmyd www.LTWD.org July 6, 2011 Larry Huddleson Weld Development Company LLC 8000 Chester St. Suite 240 Centennial, Colorado 80112 Dear Larry: This letter is in response to your request for an updated water service commitment for up to 500 residential lots, and 35 acres of commercial mixed use property, in the location described as follows: PORTIONS OF N 1/2 , SEC.16, T3N, R68W --WELD COUNTY, CO Along WCR 24 East of WCR 5, North of the Highland ditch and West of the GWRR tracks. The District provides water service within its service area as defined by the District. The provision of water service by extension of existing water lines of the District to the above property and the installation of taps for lots is done under the terms of the Rules and Regulations of the District established by the Board of the District from time to time. You may obtain a copy of the Rules and Regulations from the District. This letter outlines the provisions of the Rules and Regulations; however this letter does not change any provisions of the Rules and Regulations. The Board of the District may alter and amend the Rules and Regulations at any time, and the provisions of this letter are subject to alteration and amendment based on changes in the Rules and Regulations of the District. Little Thompson Water District has a 24" diameter water line located along the East 1-25 frontage road at WCR 34 with additional capacity available Therefore, we can commit to provide service to the above property, subject to the limitations in this letter, for one standard residential 5/8" X 3/4" water tap per lot; and the following additional limitations on the provision of water service are: 1. All improvements to District facilities required to provide service will be the financial responsibility of the developer in accordance with the District Rules and Regulations. All improvements must conform to District Specifications. 2. In order to provide the required domestic flows to the subdivision the developer will be required to install a minimum 12" diameter water line from the 24" diameter line along the East I-25 Frontage road at WCR 34 with a loop through the subdivision, and connections to the existing waterlines along WCR 5 and WCR 7. Several other developers and the Town of Mead may be working on the design and future construction of a portion of this waterline. Opportunities may exist for sharing the cost of this line with other developments and the Town of Mead. The project will need to include a pressure reduction and metering vault at the 24" line connection. 3. If a fire hydrant is required for the subdivision there is a $2,000 fire hydrant fee that needs to be paid prior to installation of the fire hydrant. You will be responsible for any improvements or upgrades needed to meet the required fire flows in your subdivision. Your design engineer will need to review the ability of the system to deliver the fire flows that may be required for the potential commercial, mixed use property. Fire sprinklers, larger water line sizes, or additional looping may be required to meet the fire protection requirements (>1,500 gpm) of the commercial, mixed use property. 4. Prior to recording the final plat with the County, or initiating water service, you will need to provide evidence that the property is included in the Little Thompson Water District, The Northern Colorado Water Conservancy District and have the property included in the Municipal Sub District of the Northern Colorado Water Conservancy District. 5. The formation of a Metropolitan District to fund the installation of domestic water service improvements will require the approval of Little Thompson Water District. We will need to be involved in the setup of the District. No Metropolitan District can own or operate a water system (treated or untreated) within the Town of Mead. 6. The developer will be required to provide the needed water lines in the proposed subdivision. 7. The design, installation and total cost of the project will be the responsibility of the developer. This commitment letter will expire two years from the date of this letter if the taps have not been purchased, paid for and installed by that date of expiration. The cun-ent fee for the domestic 5/8" X 3/4" tap is $23,000. YOU ARE HEREBY ADVISED THAT THE RULES, REGULATIONS AND TARIFFS OF THE DISTRICT ARE SUBJECT TO CHANGE WITHOUT NOTICE; AND THIS LETTER IS ISSUED WITH THE SPECIFIC LIMITATION THAT THE DISTRICT MAY CHANGE THE RULES, REGULATIONS AND TARIFFS APPLICABLE TO THE ABOVE PROPERTY AT ANY TIME WITHOUT NOTICE TO YOU OR ANY PERSON. If you have questions,please contact me. Regards, Michael T. Cook District Engineer 3: 0I I } 22; 32 23 0 I co — ss ss ss ss ss I SC A1£ H ss -- ss -- 55 SAN MH SAN MH CONNECTION PT RIM=4986.66 RIM=5010.03 INV IN=4980.61 (W 12") Ale INV IN= 3 5000.18 (N8 )� " EXIST. 12" INV IN-4981.21 (N 4") Z 23 23 INV IN=S4999.8 12 ) INV OUT-4980.56 (E 12 ) " ti � TRUNKLINE " O_ INVINV IN=4999.83 (S 8") 0UT=4999.53 (E 12")„ I N w 0 0 — n — n n ss ss Cr I I I PPASSAI£ 12" SANITARY I — ss - n i — ss f ss ss h y SEWER OUTFALL �' V SAN MH ti ti RIM=4889.04 SAN MH INV IN=4983.51 (W 12") = INV IN-4983.71 (S 8" RIM 5024.58 ) = O INV IN=5017.82 (S INV OUT 4983.41 (E 12 ) Z �� INV 0UT=5017.78 (N) I " ss QCLANAI 4te Alt. SAN MH SAN MH I - I RIM=5060.59 RIM=5040.94 / 14 ' INV 0UT=5049.69 (N 8") r:IN INV 0UT=5028.46 '(N 8") ti yi h L-- SS -- ss s ° I SAN MH I— RIM=5036.42 1 INV 0UT=5026.12 (N) x ��y--y--�� AlIAU�D MAW �LL'7AFR A0fACC -I T ss MRS Matt e32 I ss ss ss ss ss __ ss ss —I j r T y ` ` SAN MH EL serer II X f — o m II SAN MH RIM=5037.65 "In 5037.65 g z ^o o oz RIM=5045.57 h INV IN=5029.78 (W) j 1 I INV IN-5035.57 (S) INV OUT-5029.75 (E) l al i _I CT. o \ > /�j INV 0UT=5035.54 (E) EL I VvA SAN MH -----------L _ _ ____ RIM=5019.86 j INV IN=5012.11 (W) / U INV 0UT=5012.06 E L, � I LAUREL GLEN AVE. / - -- _--- :) I ( ) ; j DEVELOPER TO FL 1 " 2 ' �� f EXTEND SANITARY TO BE CONSTRUCTED 1 SEWER 1,606 LF J 7 20 DRAINAGE L I' 20' DRAINAGE 2o'orrcv Bsnar. ESMT _ W/PHASE 1 OFFSITE FOR (TYP j /8A 285 PG' 954)-\ P - ,� _ CONNECTION Z soy o75007i/I \ r 4 �2 20 IRRIGATION cg P !71 I 5Io7 BOO'RO,GREAT 4PBSTBRN�6 TT R4/LGt',4Y(8/,-. 228, PG 96 8r3,)--• 23$ PG .4-9,2 s „:.... . Y 1 20'O/TCH ESA9L _ — — Og0 "` i. (BAR 8.1PO 954) al LLI RELOCATED 18 > ( _ T 50>p IRR RCP y�, „„", z RELOCATED 18" V J 00 _.��--��'\ �� 2 ts _ �� `lP m f IRR RCP P / / v I I' PHASE 3 & 4 r I CL Its,Fr e49/ r CONNECTION CL � (�G9. �e ' .o9T5 ONSITE EXTENSTION �" N4' N 4R,�, ERR ALE R_ I— ;. :000 / n0 \ 4' Z 1 ii / \N V .1 ARID / I i ii1 I I I PHASE 4 CONNECTION I DEVELOPER I \ WELD DEVELOPMENT 20 .0/7CH/SEW ., - -- z �B P8 PG 954) ii - COMPANY, LLC I 7202RO, 1 200 W. HAMPDEN AVE. I niaND y I SUITE 201 (eK 283 c 354) z ENGLEWOOD, CO 80110 f � I 507p 8 X84 aoa'Ro PHONE: (303) 346-6437 cRBars RN 1 CONTACT: MICHAEL Ra W4 RICHARDSON �' r[ 1s�, )BK 228, PG 96& j 6K 73$ PG 92) - - WHIii.TEHALL IR. l' 1 ,, s Peaj 1 Civil Consultants l - -. 200 W. HAMPDEN AVE., SUITE 200 ENGLEWOOD, COLORADO 80110 PH: 720 855 3859 FAX: 720.528.8167 t CONTACT: JEFF FRENCH, P.E. 1 r v 0 2 a a o 0 250 0 250 500 N 0 IIIIIIIIIIIIII, N ( IN FEET ) 1 inch = 250 ft. z a N p _ - DATE: 12/18/13 co 81_ 1 JOB NO: 10.55 a LEGEND DRAWN BY: RF ® APPROVED: 0FFSITE SANITARY SEWER a 50011 CADD FILE: F 0NSITE SANITARY SEWER 3.6 SS EXISTING SANITARY SEWER Know what's below. 1 x Call before you dig. )- co W Q G Z O V1 5 W iz a Z PAGIIER/O I-- CO PAGER APE. HAWN ME 7771 MC w FA/RBA/RN AIDE. III < O R V /'t DEVELOPER TO C� I__L u R 2 CONNECT & EXTEND EXIST 8 w\ 2 2 12" W/L w/INITIAL z N (PRESSURE ZONE 1) CONSTRUCTION CONNECTION PT1 O/LUNCHA.f/A!�£. ti w CONNECTION PT2 PHASE 1 Q h INITIAL LOOP INITIAL LOOP N.1 PROPOSED 12" WA lu h L— END 12" WA 2811 LF 2 b h CONNECTION — (PRESSURE ZONE 2) (PRESSURE ZONE 2) a ,\ PT1 J X CONSTRUCTION — I / trn.rrca /muvF ?! I _- itaiaN AI4NU1- ME[A'ER APENLL� W .J II .. D _ PROPOSED 12" W/L z I�`'� NEAP id (PRESSURE ZONE 2) BEGIN FUTURE \ ! g (SPRING 2014) /J ELE.f/ENTARY i - (BY LITTLE THOMPSON Z 12" W/L (PRESSURE ZONE 2) A — -_�� SCHOOL WATER DISTRICT) 1 IIICI ILA— CL �v �" CL L: LiL ENFUTURESPRING214 DGLY SGWIa_ 2d cr7cf,'Eslal - �� ./CA- ZL�J PC 951 DISTRICT j AVE. / : _ _- PROPOSED 12" W/L 1296 LF Z_ PROPOSED 12" WA �, 2a DRAINAGE ESMT II (PHASE 5 CONSTRUCTION) 1 A � (T�J �----� END SECONDARY LOOP W WPHASE 6 l PHASE 5 �11( � CONNECTION PT3W/ PHASE 3 coNNFCTION (FUTURE w/L EXPANSION EXIST. 6" W L / _ aoo'aa (PRESSURE ZONE 1) I /, ` /�� ` ti �ERAII5 N (SOUTH) BY OTHERS) o1a" / w �I ► RELoc �/arE BH 22B P� 96 I \ � ( . .-- IRR RCP— .p- — - —1- -1 err. 2J$ Pc 92) 4 LL_ I A \ r �,�,�a�.�'• c.� »a te ----- 1 \\ 20' IRRIGATION RELOCATED • 2o'oircv Esrrr 1 $ 9BK 283 PG 354 \ R \ ESMT ✓ t IRR RCP ` C ASE t \\V \1/4.d"`f ASE 1 ) �� 4A LLI 7 • • \ RELOCATED 18" RR RAP , �.,. �� 0`. A�I 1 EXIST. 8" W/L L _ 4/ • \ N T 1 PRESSURE ZONE 1 � I \ \ A \ lin I — 20'OrTCH .W. A . / _ I CPA- 2e P 54J /� \� DEVELOPER �.. 1 �� PHASE 4 r2o2'aow / ASE 3 H/GHLANO I WELD DEVELOPMENT o/TCP ' COMPANY, LLC (CA- 253, PG .954 1 aaa'E5 200 W. HAMPDEN AVE. G,4EAT/9ES7PRN 20' IRRIGATION �� -� aarvvar SUITE 201 II MT, if �1 (aK 225 PG 9s Ef = ENGLEWOOD CO 80110 (TVP.) *trail _ �, err. 256 PC 92J "'a'i PHONE: (303) 346-6437 \ 1 4 — — — — CONTACT: MICHAEL RICHARDSON I Peak Civil Consultants 200 W. HAMPDEN AVE., SUITE 200 ENGLEWOOD, COLORADO 80110 PH: 720.855.3859 FAX: 720.528.8167 CONTACT: JEFF FRENCH, P.E. v 0 2 a N CD N 0 rEGEND E. OFFSITE 12" WATERLINE (BY DEVELOPER) N 3 OFFSITE WATERLINE (BY OTHERS) 3 ONSITE 12" WATERLINE Lo DATE: 12/18/13 S ONSITE 8" WATERLINE EXISTING WATERLINE JOB NO: 10.55 DRAWN BY: RF ®-L,-- li, APPROVED: 400 0 400 800 CADD FILE: 0 1 x ( IN FEET ) Know what's below. 1 inch = 400 ft. Call before you dig. WELD DEVELOPMENT COMPANY, LLC 200 W. Hampden Avenue,Suite 201 Englewood, CO 80110 303-346-6437 December 12, 2013 Via email:ddean@townofmead.orq Mr. Dan Dean,Town Manager Town of Mead 4155 Mulligan Drive Mead, Colorado 80542 Re: Mead Village—Waiver Explanation Letter Dear Dan: This letter shall serve as the explanation letter required as part of the Waiver Technical Criteria Form for the Mead Village preliminary plat submittal. We have made every attempt to include all preliminary plat items that require modification of the Land Use Code into this waiver; however, we would request permission to amend this waiver application in the event additional items are discovered during the referral comment period. An explanation for each requested waiver item is described below: 1. Minimum Lot Width and Lot Area: We are requesting a waiver from the minimum lot width of 65' to accommodate the 58 lots with a 55' lot width and total lot area of 6,050, which is less than the 7,000 sq.ft. minimum required lot area in the RSF-4 district. The varying lot widths transition from smallest to largest starting from Welker Avenue near higher traffic areas to the largest lots that are adjacent to Highland Ditch natural open space area. The Mead Village plat consists of 55', 65', and 75' lot frontages to provide for diversity of product, price, and streetscape that will enhance the overall community appeal that is also a policy/goal of the Town of Mead 2009 Comprehensive Master Plan. The plat currently has 64 lots with a 75' lot width to help offset the 55' width smaller lot sizes. However,the average lot size of all combined lots is 8,001 sq. ft.,which is 1,001 sq. ft. more per lot than the required Town minimum average standard and the 7,000 sq. ft. average permitted in the Annexation Agreement. 2. Minimum Rear Setback: We are requesting a waiver from the minimum 25' rear setback to a 20' rear setback measured to the main structure, exclusive of eaves,overhangs, bay windows, fireplaces,etc. Additionally as part of the setback waiver, we are also requesting all patios and decks,whether open or covered, shall be permitted outside the 20' setback and subject to the minimum accessory use 10' rear setback. This reduced setback is necessary to accommodate the Town's deeper front and garage setbacks and larger home footprints with three-car and tandem garages. 3. Minimum Lot Depth for Lots Abutting an Arterial (Welker Avenue): We are requesting a waiver from the minimum 150' depth for all lots that back to Welker Avenue. The lot depths shown on the plat are typically 114' and 124' in depth, and the staggered landscaped buffer area measured from the edge of the 100' Welker Road Right-of-Way to the rear lot lines is proposed to provide for the buffer area needed to achieve the 75' rear setback from an arterial street. The net setback for each residence is effectively the same as, or may even exceed,the desired 75'setback. it is also noted that the irrigated landscaped buffer area with staggered fence and columns provides a much more attractive street appearance from Welker Avenue than if the lot depth was 150'with the rear lot boundary located directly adjacent to the street right-of-way. The landscaped buffer area and fence that is owned and maintained in perpetuity by the Mead Village Metropolitan District also ensures a consistent fence design and will provide screening for the homes from the arterial street and a pleasing streetscape for those traveling along Welker Avenue. A cross-section of the code requirements vs.the proposed alternative is illustrated on the revised landscape plans. 4. Trail Width and Materials: We have modified the plans to include the Town requirement of 8' concrete trails except for a waiver request from this requirement for an 8' width crusher fines trail that parallels the Highland Ditch, a 5'width crusher fines trail at seating notes, and a 5' width concrete trail for all trail spurs. The Town of Mead Open Space, Parks&Trails Design Guidelines dated December, 2011,Section 3.3 Trail corridors within Open Space Areas states: • "In less sensitive areas,concrete trails, benches and amenities that encourage or increase human use can be included as appropriate. • Generally trails should be maintained 50 to 100 feet from all environmentally sensitive areas. • Crusher fines or soft surface trails are preferred for trails within open space areas, unless they are part of a regional connection or larger trail network,then concrete is needed." Section 5.1 Greenways-Acquisition and Development Guidelines "Trails may be located adjacent to existing irrigation ditches but plans are required to be coordinated and approved with the relevant ditch companies." 5. Perimeter Fence Design: The perimeter fence design of privacy beige vinyl fence with columns and/or vinyl open rail fence installed where adjacent to parks and open space has been achieved and reflected on the landscape plan. However, we are requesting a waiver from the maximum 50'column spacing in the perimeter privacy fence noted under paragraph (7)c of the perimeter fencing requirements to allow for privacy fence columns to be centered along the 55' and 65' lot line corners for homes on Highland Court that back to Welker Avenue. Additional columns will be included on the 3 pie-shaped lots (Lots 4, 5,and 6, Block 1)on Highland Court that back to Ginger Avenue, which is the main entrance to the community. This will allow for consistent fence design, continuity in column spacing, and also provide for better column placement within the privacy fence that will also serve as the homeowner rear yard fence. This vinyl privacy fence will be owned and maintained in perpetuity by the Mead Village Metropolitan District that will ensure screening for the homes from the arterial street and a pleasing streetscape for those traveling along Welker Avenue. 6. Local Residential Street Cross Section: We are requesting a 2'waiver from the Transportation Plan recommended local residential street cross section 54' right-of-way with 36'flowline to flowline to a 54' right-of-way with a 34'flowline to flowline. This local street cross section shown on the plat was designed based on prior discussions by the applicant with the Town staff and Town Engineer prior to receipt of the Town's receipt of the Transportation Plan. The travel lanes within the flowline area meet Fire Department regulations. 7. Sidewalk Width:We are requesting a waiver for a reduction from the standard 5' sidewalk on a residential street to the 4' sidewalk proposed on the plans. This waiver is necessary to have the sidewalk fit within the 34' flowline to flowline,to keep the tree lawn area to code requirement,and to keep the sidewalks in the right-of-way. 8. 100' Minimum Tangent: We are requesting a waiver from the minimum 100'tangent at the following intersections: (1) Laurel Glen Avenue and Ravenswood Street, (2) Chimney Rock Way and Ravenswood Street, (3) Whitehall Circle and Spotswood Way, (4) Great Western Street and Mariposa Court, and (5)Spotswood Way where it connects to the street cut connection in the Rangeview Estates plat. A modification is needed at locations (1) and (2) due to the Ginger Avenue street layout necessary to preserve the existing large trees; at location (3) due to a 100'tangent at this intersection would put the street closer than the minimum 150' centerline to centerline requirement to Laurel Glen Avenue; Location (4) in order to retain several street layouts on the eastern portion of the plat; and at location (5) in order to match street connection previously approved on the Rangeview Estates plat. 9. Tree Lawn Tree Spacing: We are requesting a waiver from the standard tree lawn tree spacing of 40' to one (1)tree lawn tree per lot on the front facing tree lawn area of each street. The tree would be placed in the most appropriate tree lawn area remaining after driveway locations have been determined (3-car driveways will use more tree lawn space). This waiver request is made to allow for tree spacing that will provide maximum tree health and growth as well as alleviate confusion by homeowners for maintenance responsibilities when trees are placed on lot line corners. We believe this request will not dramatically decrease the aesthetics or street appeal of the tree lined streets. We respectfully request the Town approve the requested waivers that are necessary for the Mead Village development due to our effort to preserve the existing mature trees and the many site impacts of adjacent arterial roadway, schools, railroad tracks, and Highland Ditch with offsetting laterals through the community. If granted,the waivers (a) will not alter the essential character of the neighborhood or district in which the property is located nor diminish the value, use,or enjoyment of adjacent property; (b) is the minimum variance that will afford relief and is the least modification possible of the subdivision ordinance provisions which are in question, and (c) that such practical difficulties or unnecessary hardships have not been created by the applicant. Further,we believe the granting of these waivers is not detrimental to the public good, does not create a conflict with the Town Comprehensive Plan, nor impairs the intent and purpose of the Code. We are excited about the opportunity to bring the Mead Village community to the Town of Mead and look forward to working with you and the Town on this new development. If you have any questions, please do not hesitate to contact me at 303-798-7495 or mick@vhlco.com. Sincerely, Weld Development Company, LLC Michael A. Richardson, Manager Town of Mead M • I 441 Third Street a � P.O. Box 626 970-535-4477 wun.ai,vwW.• Mead,CO 80542 www.townofineact.org WAIVER TECHNICAL CRITERIA FORM Waiver Requests may only be made in conjunction with other land use applications. Project Name Mead Village Project Address and Legal Description See attached legal description Other Land Use Application Preliminary Plat Date of Submittal December 12, 2013 Please provide the following to the Town Clerk with this checklist form. For additional information, refer to 16-3-115 of the Mead Town Code. included 1. Explanation letter identifying the waiver being requested. included 2. Land Use Application Form and Application Fee Applicant Certification Sign in blue ink. Attach additional pages with certification language and signatures if more than two applicants. I (We)certify this application and all submittals hereto are complete and accurate. Weld Development Company, LLC by Michael Richardson, its Manager Applicant(s) Date /z‘. Applicant(s) Date Staff Use Only A copy of this form, with the anticipated hearing date,shall be provided to the applicant by the Town. Application Receipt Date By Fees Accepted Date Amount By Board of Trustees Hearing Date Waiver Technical Criteria Form 08/09 Page 1 of 2 The condition(s) of any waiver authorized shall be included in an ordinance of the Board of Trustees with the justifications set forth. The ordinance shall be recorded with the Weld County Clerk and Recorder. Waiver Technical Criteria Form 08/09 Page 2 of 2 THE MEAD VILLAGE PROPERTY EXHIBIT A SHEET 1 OF 2 ROUNDARY IFGAI DFSCRIPTION• A PARCEL OF LAND LOCATED IN THE NORTH HALF OF SECTION 16, TOWNSHIP 3 NORTH, RANGE 68 WEST OF NE SIXTH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT NE NORTHWEST CORNER OF SAID SECTION 16; THENCE ALONG THE NORTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 16, NORTH 88'38'25" EAST, A DISTANCE OF 337.80 FEET TO THE NORTHEAST CORNER OF THAT CERTAIN TRACT OF LAND DESCRIBED IN DEED RECORDED IN BOOK 1440 UNDER RECEPTION NO. 2387415 BEING THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID NORTH LINE, NORTH 08'38'25' EAST A DISTANCE OF 2281.71 FEET TO THE NORTHEAST CORNER OF SAID NORTHWEST QUARTER; THENCE ALONG THE NORTH LINE OF THE NORTHEAST OUARTER OF SAID SECTION 16. NORTH 8913'47" EAST A DISTANCE OF 529.38 FEET; THENCE SOUTH 0'34'11' EAST A DISTANCE OF 699,89 FEET; THENCE NORTH 89'25'28' EAST A DISTANCE OF 1482.44 FEET TO THE WESTERLY LINE OF THE GREAT WESTERN RAILWAY COMPANY RIGHT OF WAY AS RECORDED IN BOOK 228 PAGE 96 AND BOOK 234 PAGE 92 IN WELD COUNTY, COLORADO: THENCE ALONG SAID WESTERLY LINE SOUTH 20'28'45" WEST A DISTANCE OF 2089.17 FEET TO THE SOUTH LINE OF SAID NORTHEAST QUARTER; THENCE ALONG SAID SOUTH UNE, SOUTH 89'03'36" WEST A DISTANCE OF 1246.27 FEET TO THE SOUTHEAST CORNER OF SAID NORTHWEST QUARTER: THENCE ALONG THE SOUTH LINE OF SAID NORTHWEST QUARTER, SOUTH 89'03'24" WEST A DISTANCE OF 521.53 FEET; THENCE NORTH 29'01'54' WEST A DISTANCE OF 209.82 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 3260.00 FEET AND A CENTRAL ANGLE OF 05'33'58" FOR AN ARC LENGTH OF 316.70 FEET, SAID CURVE HAVING A CHORD BEARING OF NORTH 26'14'55" WEST A DISTANCE OF 316.57 FEET; THENCE TO THE BEGINNING POINT OF A CURVE TO THE LEFT HAVING A RADIUS OF 2440.00 FEET AND A CENTRAL ANGLE OF 23'33'13" FROM WHICH THE RADIUS POINT BEARS SOUTH 66'32'04" WEST, THENCE LEFT ALONG SAID CURVE FOR AN ARC LENGTH OF 1003.05 FEET, SAID CURVE HAVING A CHORD BEARING OF NORTH 3514'32" WEST A DISTANCE OF 996.00 FEET: THENCE TO THE BEGINNING POINT OF A CURVE TO THE LEFT HAVING A RADIUS OF 340.00 FEET AND A CENTRAL ANGLE OF 10'22'42' FROM WHICH THE RADIUS POINT BEARS SOUTH 42'58'52" WEST, THENCE LEFT ALONG SAID CURVE FOR AN ARC LENGTH OF 61,59 FEET, SAID CURVE HAVING A CHORD BEARING OF NORTH 52'12'29' WEST A DISTANCE OF 61.50 FEET; THENCE NORTH 57'23'50" WEST A DISTANCE OF 124.86 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 225.00 FEET AND A CENTRAL ANGLE OF 53'11'02" FOR AN ARC LENGTH OF 208.85 FEET, SAID CURVE HAVING A CHORD BEARING OF NORTH 83'59'21" WEST A DISTANCE OF 201.43 FEET; THENCE TO THE BEGINNING POINT OF A CURVE TO THE RICHT HAVING A RADIUS OF 540.00 FEET AND A CENTRAL ANGLE OF 33'04'54" FROM WHICH THE RADIUS POINT BEARS NORTH 20'34'52" WEST, THENCE RICHT ALONG SAID CURVE FOR AN ARC LENGTH OF 311.79 FEET, SAID CURVE HAVING A CHORD BEARING OF SOUTH 85'57'34' WEST A DISTANCE OF 307.47 FEET; THENCE TO THE BEGINNING POINT OF A CURVE TO THE LEFT HAVING A RADIUS OF 190.00 FEET AND A CENTRAL ANGLE OF 34'48'55' FROM WHICH THE RADIUS POINT BEARS SOUTH 12'30'01" WEST, THENCE LEFT ALONG SAID CURVE FOR AN ARC LENGTH OF 115.45 FEET, SAID CURVE HAVING A CHORD BEARING OF SOUTH 85'05'34" WEST A DISTANCE OF 113.88 FEET; THENCE SOUTH 67'41'06" WEST A DISTANCE OF 253.19 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 1770.00 FEET AND A CENTRAL ANGLE OF 10'02'25' FOR AN ARC LENGTH OF 310,17 FEET, SAID CURVE HAVING A CHORD BEARING OF SOUTH 62'39'54" WEST A DISTANCE OF 309.77 FEET TO THE WEST UNE OF SAID NORTHWEST QUARTER; THENCE ALONG SAID WEST UNE, NORTH 1'31'13' WEST A DISTANCE OF 820.47 FEET TO THE SOUTHWEST CORNER OF THAT CERTAIN TRACT OF LAND DESCRIBED IN DEED RECORDED IN BOOK 1440 UNDER RECEPTION NO. 2387415; THENCE ALONG THE SOUTH LINE OF SAID TRACT, NORTH 88'38'25' EAST A DISTANCE OF 331.94 FEET TO THE SOUTHEAST CORNER OF SAID TRACT; THENCE ALONG THE EAST UNE OF SAID TRACT, NORTH 1V0'00" WEST A DISTANCE OF 644.78 FEET TO THE POINT OF BEGINNING. THUS DESCRIBED TRACT CONTAINS 181.386 ACRES (7,901,190 SQUARE FEET ) MORE OR LESS, TOGETHER WITH AND SUBJECT TO ALL EASEMENTS AND RIGHTS-OF-WAY DUSTING ANT 1R OF PUBLIC RECORD. �j 31 '. tcc• c43' e ! DATE: 12/05/13 %'VAL LANDS Peak L. KELLEY STEVLNSON COLORADO P.L.S. NO. 38231 C190 Consultants FOR AND ON BEHALF OF PEAK CIVIL CONSULTANTS. INC. 200 W.HA,WD8N AVE..sunnoO 200 W. HAMPDEN AVENUE, SUITE 200 ENGLEWOOD,COLORADO 80110 PH:720.855.3859 ENGLEWOOD, CO 80110 MC 720.855.3880 CONTACT:JEFF FRENCH THE MEAD VILLAGE PROPERTY EXHIBIT A SHEET 2 OF 2 ..Ii.m..I. j I ,�r NI..w.. : .sans =tr. num non Kea cc ammo noir •...R. E ml ;rte; t p 1; ........ a x --CI l THE MEAD PROPERTY ..Em I.nw :' 7.901:190 SF. . I I 181.386 AC. Lneast"ann m`m F i m `o-Is.•w •w. e . •n.a. I I oust .ru swam r: w.a% wy sue' ^�' 30.77 ilia i i i S . DATE: 12/05/13 Peak SIMOTiell$4.5.1 \ soma man ii'iior .o�paranoia EC W.MAILMEN AVE.SLIME KO mR• OI"6"000.031-0".3•110 wxx a Is u EN 2150:0. P11:n41"." 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Pis (ry. ,} rG a `{ .{r'e iY ...-:,-74". el' & A.F.:r i'_:S9fT. �yA!V++�'��vy _.�t..`�"�FjA.rYl��'1 � wi*O*' jT � 4,t WIG Investments,LLC/200 W.Hampden Ave.,Ste 201 .. " . Town of Mead 12/11/2013 001321 Waiver Retainer Fee 1,500.00 WIG Cash invested Mead Village-Waiver Retainer Fee 1,500.00 J \ ead Town off' Mcad 441 Third Street P.O. Box 626 970-535-4477 �With o Big S,a"a'" Mead. CO 80547 vvvvvv.tovc finead.or�� PRELIMINARY PLAT TECHNICAL CRITERIA FORM Project Name Mead Village Project Address and Legal Description Preliminary plat of 181 .386 total acres for approx. 395 single family units to be built in phases and including an approx. 35 acre TIC/Ml area adjacent to Welker Ave. that is platted as 1 lot. The plat also includes a large neighborhood park, pocket parks, and site reservation for a community recreation center. Date Submitted November 4. 2013 Pees Submitted $2.500 application fee and $5.000 reserve Please provide the following to the Town Clerk with this checklist form. For additional information, refer to 16-4-106 of the Mead Town Code. Vvy 1. Five (5) paper copies of the complete application package. (� 2. All maps. legal descriptions and surrounding property owner information on 3 CDs. 3. Land Use Application Form. ✓ 4. Fee Agreement and deposit. ✓_ 5. Title Commitment. The title commitment must be current and dated no more than thirty (30) days from the elate of preliminary plat application submittal. 6. Surrounding and Interested Property Ownership Report - Provide the Town Clerk with a current list (not more than thirty (30) clays old) of the names and addresses of the surrounding property owners (within three hundred (300) feet of the property), mineral estate owners and appropriate ditch companies. The property owner list should also be submitted on a CD in an F.xcelTm spreadsheet. 7. Preliminary Plat. The preliminary plat shall he twenty-Pour(24) inches high by thirty- six (36) inches wide and provide the following information: i V title of project. North arrow, scale (not greater than 1 " = 100') and date of preparation. ✓ Vicinity map. Names and addresses of owners. applicant. designers, engineers and surveyors Preliminary Plat Technical Criteria Form 08/09 Page 1 of 5 V legal description. Total acreage of property. Existing contours at two (2) foot intervals (contours shall be based on USGS datum). ✓ Name and location of abutting subdivisions or owners of abutting property (if land is not platted). I.ots, blocks, and street layout with approximate dimensions and square footage for each lot. ✓ Consecutive numbering of all lots and blocks. Existing and proposed rights-of-way and easements on and adjacent to the property. Easements should be labeled with recording and beneficiary information_ Existing and proposed street names for all streets on and adjacent to the property. Existing and proposed zoning on and adjacent to properly. Location and size of existing and proposed sewer lines, water lines and lire hydrants. Existing and proposed curb cuts on and adjacent to subject property. Location by field survey or aerial photography of existing and proposed water courses and bodies of water such as irrigation ditches and lakes. Water courses shall include direction of flow. Floodplain boundary with a note regarding source of information (ifa floodplain does not exist on the property. please state this on the plan). The boundaries of proposed phases of the subdivision lithe final plat is intended to be submitted in multiple phases. General location of existing surface improvements such as buildings. fences or other structures which will remain on the property as part of the subdivision. Location and acreage of sites of proposed parks. playgrounds. schools or other public uses. Location, function, ownership and manner of maintenance of any private open space, parks and trails. Preliminary Plat Technical Criteria Form 08/09 Page 2 of 5 Land use table - the table shall include: land uses, approximate acreage of each land use, and percentage of each land use (including how the public/semi-public land dedication requirement will be met). Total number of lots. ✓ Number of each type of dwelling unit proposed. Signatory certificates. Oil and gas well locations (drilling windows and setbacks) and locate any • ✓ gathering lines. 8. General Development Information. Provide a written description of the existing conditions on the site and the proposed development. Include the following items: Explanation of how the preliminary plat is consistent with the sketch plan, and if there are any differences. what they are and how the plan is still consistent with ✓ the commututy's vision. Explanation of how the items of concern expressed by the Planning Commission, the Board of Trustees and by the public at the time of sketch plan review, have been addressed. Explanation of how the plan is consistent with this Code and the Town -- ✓ Comprehensive Plan. 9. Preliminary Grading and Drainage Plan and Report. 10. Master Utility Plan. 11. Preliminary Landscape Plan. . 12. Preliminary Open Space and Ecological Characterization Plan. 1/ 13. Traffic Study. 14. Draft of Proposed Covenants and Architectural Design Guidelines, if appropriate. V _ 15. Mineral, Oil and Gas Rights Documentation. 16. Soils Report and Map. I•our copies of a complete soils report and map must be submitted. 17. Geologic Report. Four copies of a complete geologic report must be submitted. J 18. Colorado I listorical Society Records Search. If a listing shows a significant finding. a site-specific historic survey is required. The survey shall provide the following information: Preliminary Plat Technical Criteria Form 08/09 Page 3 of 5 Site identification including: State site number; Site address: Site location/access; Type and description of finding (what is historic); and Owner's name and address. ✓ I,ligibility assessment for historic designation. ✓ Statement of signi nuance. ✓ Management and administrative data including: References: Photographs of the site; Maps of the site; Name, address. phone number and qualifications of person completing survey: and Date of completion of survey. If in coordination with the applicant. the Board of Trustees decides to protect an historic resource, a protection plan must be devised. 19. Water Supply Report. 20. Other Information. Any other information as may be requested by the Town. Applicant Certification Sign in blue ink. Attach additional pages with certification language and signatures if more than two applicants. I (We) certif this applic 'on and all submittals hereto are complete and accurate. Applicant(s) Date Applicant(s) Date Preliminary Plat Technical Criteria Form 08/09 Page 4 of 5 • Staff Use Only Upon acceptance of this application by the Town as a complete application, a copy of this form, with anticipated hearing dates, shall be provided to the applicant by the Town. Anticipated hearing dates may not be actual hearing dates depending upon referral comments received by the Town. Application Accepted Date By Fees Accepted Date Amount By Application Determined Complete Date By Open Space Committee Meeting Date Recreation Committee Meeting Date Planning Commission Hearing Date Board of Trustees Hearing Date I . Applicant submits forty-four (44) copies, nineteen (19) of which are bound in D-ring binders, of the application to the "Town Clerk. 2. Town Clerk sends notice(s) of public hearings. 3. Town Clerk publishes notice(s) in a newspaper of general circulation. 4. Letters of Support and Commitment to Serve letters received from providers. 5. The applicant posts signs on property. A picture and affidavit of posting signed and dated by the applicant submitted to the Town Clerk. 6. Applicant submits two (2) 24" x 36" mylar copies. one (1) paper copy and two (2) AutoCAD'"r CDs of the approved preliminary plat to the Town Clerk after Board of 'trustee approval. Preliminary Plat Technical Criteria Form 08/09 Page 5 of 5 Hello