The URL can be used to link to this page

Browse Search

Home My WebLink About20193150.tiffAugust 6, 2019 Petitioner: PRALL MARK A 1440 RED FOX CIR SEVERANCE, CO 80550-2742 CLERK TO THE BOARD PHONE (970) 400-4226 FAX (970) 336-7233 WEBSITE: www.weldqov.com 1150 O STREET P.O. BOX 758 GREELEY CO 80632 Agent (if applicable): RE: THE BOARD OF EQUALIZATION 2019, WELD COUNTY, COLORADO NOTICE OF DECISION Docket 2019-3150 Appeal 2008224800 Hearing 8/5/2019 Dear Petitioner: On the day indicated above, the Board of County Commissioners of Weld County Colorado convened and acting as the Board of Equalization, pursuant to C.R.S. §39-8-101 et seq., considered petition for appeal of the Weld County Assessor's valuation of your property described above, for the year 2019. Account # Decision The Assessment and valuation is set as follows: Actual Value as Actual Value as Set by Determined by Assessor Board R1902602 Stipulated - Approved Stipulated Value $523,753 $506,765 A denial of a petition, in whole or in part, by the Board of Equalization must be appealed within thirty (30) days of the date the denial is mailed to you. You must select only one of the following three (3) options for appeal: 1. Appeal to Board of Assessment Appeals: You have the right to appeal the County Board of Equalization's decision to the Colorado Board of Assessment Appeals. A hearing before that Board will be the last time you may present testimony or exhibits or other evidence, or call witnesses in support of your valuation. If the decision of the Board of Assessment Appeals is further appealed to the Court of Appeals pursuant to C.R.S. §39-8-108(2), only the record of proceedings from your hearing before the Board of Assessment Appeals and your legal brief are filed with the appellate court. All appeals to the Board of Assessment Appeals filed after August 10, 2019, MUST comply with the following provisions of C.R.S. §39-8-107(5): (5)(a)(I) On and after August 10, 2019, in addition to any other requirements under law, any petitioner appealing either a valuation of rent -producing commercial real property to the Board of Assessment Appeals pursuant to C.R.S. §39-8-108(1) or a denial of an abatement of taxes pursuant to C.R.S. §39-10-114 shall provide to the County Board of Equalization or to the Board of County Commissioners of the County in the case of an abatement, and not to the Board of Assessment Appeals, the following information, if applicable: (A) Actual annual rental income for two full years including the base year for the relevant property tax year; (B) Tenant reimbursements for two full years including the base year for the relevant property tax year; (C) Itemized expenses for two full years including the base year for the relevant property tax year; and (D) Rent roll data, including the name of any tenants, the address, unit, or suite number of the subject property, lease start and end dates, option terms, base rent, square footage leased, and vacant space for two full years including the base year for the relevant property tax year. (II) The petitioner shall provide the information required by subparagraph (I) of this paragraph (a) within ninety days after the appeal has been filed with the Board of Assessment Appeals. (b)(I) The Assessor, the County Board of Equalization, or the Board of County Commissioners of the County, as applicable, shall, upon request made by the petitioner, provide to a petitioner who has filed an appeal with the Board of Assessment Appeals not more than ninety days after receipt of the petitioner's request, the following information: (A) All of the underlying data used by the county in calculating the value of the subject property that is being appealed, including the capitalization rate for such property; and (B) The names of any commercially available and copyrighted publications used in calculating the value of the subject property. (II) The party providing the information to the petitioner pursuant to subparagraph (I) of this paragraph (b) shall redact all confidential information contained therein. (c) If a petitioner fails to provide the information required by subparagraph (I) of paragraph (a) of this subsection (5) by the deadline specified in subparagraph (II) of said paragraph (a), the County may move the Board of Assessment Appeals to compel disclosure and to issue appropriate sanctions for noncompliance with such order. The motion may be made directly by the County Attorney and shall be accompanied by a certification that the County Assessor or the County Board of Equalization has in good faith conferred or attempted to confer with such petitioner in an effort to obtain the information without action by the Board of Assessment Appeals. If an order compelling disclosure is issued under this paragraph (c) and the petitioner fails to comply with such order, the Board of Assessment Appeals may make such orders in regard to the noncompliance as are just and reasonable under the circumstances, including an order dismissing the action or the entry of a judgment by default against the petitioner. Interest due the taxpayer shall cease to accrue as of the date the order compelling disclosure is issued, and the accrual of interest shall resume as of the date the contested information has been provided by the taxpayer. Appeals to the Board of Assessment Appeals must be made on forms furnished by that Board, and must be mailed or delivered within thirty (30) days of the date the denial by the Board of Equalization is mailed to you. The address and telephone number of the Board of Assessment Appeals are: Board of Assessment Appeals 1313 Sherman Street, Room 315 Denver, Colorado 80203 Telephone Number: (303) 864-7710 Email: baa@state.co.us Fees for Appeal to the Board of Assessment Appeals: A taxpayer representing himself is not charged for the first two (2) appeals to the Board of Assessment Appeals. A taxpayer represented by an attorney or agent must pay a fee of $101.25 per appeal. OR 2. Appeal to District Court: You have the right to appeal the decision of the Board of Equalization to the District Court of the county wherein your property is located: in this case that is Weld County District Court. A hearing before The District Court will be the last time you may present testimony or exhibits or other evidence, or call witnesses in support of your valuation. If the decision of the District Court is further appealed to the Court of Appeals pursuant to C.R.S. §39-8-108(1), the rules of Colorado appellate review and C.R.S. §24-4-106(9), govern the process. OR 3. Binding Arbitration: You have the right to submit your case to binding arbitration. If you choose this option, the arbitrator's decision is final and you have no further right to appeal your current valuation. C.R.S. §39-8-108.5 governs this process. The arbitration process involves the following: a. Select an Arbitrator: You must notify the Board of Equalization that you will pursue arbitration. You and the Board of Equalization will select an arbitrator from the official list of qualified people. If you cannot agree on an arbitrator, the District Court of the county in which the property is located (i.e. Weld) will select the arbitrator. b. Arbitration Hearing Procedure: Arbitration hearings are held within sixty (60) days from the date the arbitrator is selected, and are set by the arbitrator. Both you and the Board of Equalization are entitled to participate in the hearing. The hearing is informal. The arbitrator has the authority to issue subpoenas for witnesses, books, records documents and other evidence pertaining to the value of the property. The arbitrator also has the authority to administer oaths, and determine all questions of law and fact presented to him. The arbitration hearing may be confidential and closed to the public if you and the Board of Equalization agree. The arbitrator's decision must be delivered personally or by registered mail within ten (10) days of the arbitration hearing. c. Fees and Expenses: The arbitrator's fees and expenses are agreed upon by you and the Board of Equalization. In the case of residential real property, the fess may not exceed $150.00 per case. For cases other than residential real property, the arbitrator's total fees and expenses are agreed to by you and Board of Equalization, but are paid by the parties as ordered by the arbitrator. If you have questions concerning the above information, please call me at (970) 400-4226. Very truly yours, BOARD OF EQUALIZATION az,LvGo. Esther E. Gesick Clerk to the Board Weld County Board of Commissioners and Board of Equalization cc: Brenda Dones, Weld County Assessor COUNTY BOARD OF EQUALIZATION WELD COUNTY Single County Schedule Number R1902602 STIPULATION (As To Tax Year 2019 RE PETITION OF : NAME: ADDRESS: Mark & Jennifer Prall Actual Value) 1440 Red Fox Circle Severance, CO 80550-2742 Petitioner (s) and the Weld County Assessor hereby enter into this Stipulation regarding the tax year 2019 valuation of the subject property, and jointly move the Board of Equalization to enter its order based on this Stipulation. Petitioner (s) and Assessor agree and stipulate as follows: 1. The property subject to this Stipulation is described as: SEV FR L44 FOX RIDGE 2. The subject property is classified as Residential property. 3. The County Assessor originally assigned the following actual value to the subject property for the tax year 2019 Total $523,753.00 4. After further review and negotiation, Petitioner (s) and Weld County Assessor agree to the following tax year 2019 actual value for the subject property: Total $506,765.00 5. The valuation, as established above, shall be binding only with respect to tax year2019 6. Brief narrative as to why the reduction was made: After adjusting quality from good to average, adjusted value at the lowest comparable on the market grid. 7. Both parties agree that: The hearing scheduled before the Board of Equalization on 7/25/2019 at 9:00am be vacated. nA hearing has not yet been scheduled before the Board of Equalization. 1 ASO (O3 DATED this 19th Mar1.1,2019) 7G'. 22, 2019) Petitioner(s) or Agent or Attorney day of July , 2019 . Address: 1440 Red Fox Cir Cr Severance Telephone: 9709887810 Docket Number R1902602 Stip-1.Frm (Assistant) County Attorney for Respondent, Weld County Board of Commissioners Address: 1150 "O" Street P.O. Box 758 Greeley, CO 80632 Telephone:(970) 336-7235 County Assessor Address: 1400 N.17th Avenue Greeley, CO 80631 Telephone: (970) 400-3650 2 R1 902602/Prall Final Audit Report 2019-07-22 Created: 2019-07-19 By: Debra Jakino (djakino@co.weld.co.us) Status: Signed Transaction ID: CBJCHBCAABAANQkfFGY7OMO9EYQIRJe3weoeppj5RXcq "R1 902602/Prall" History t`1 Document created by Debra Jakino (djakino@co.weld.co.us) 2019-07-19 - 5:44:28 PM GMT- IP address: 204.133.39.9 E Document emailed to Debra Jakino (djakino@co.weld.co.us) for approval 2019-07-19 - 5:44:29 PM GMT F.A) Document approved by Debra Jakino (djakino@co.weld.co.us) Approval Date: 2019-07-19 - 5:44:37 PM GMT - Time Source: server- IP address: 204.133.39.9 Ly Document emailed to Valerie Grube (vgrube@co.weld.co.us) for approval 2019-07-19 - 5:44:38 PM GMT t Email viewed by Valerie Grube (vgrube@co.weld.co.us) 2019-07-19 - 5:58:45 PM GMT- IP address: 204.133.39.9 6c, Document approved by Valerie Grube (vgrube@co.weld.co.us) Approval Date: 2019-07-19 - 6:02:36 PM GMT - Time Source: server- IP address: 204.133.39.9 Document emailed to Brenda Dones (bdones@co.weld.co.us) for signature 2019-07-19 - 6:02:38 PM GMT 4'-i Email viewed by Brenda Dones (bdones@co.weld.co.us) 2019-07-19 - 8:20:13 PM GMT- IP address: 204.133.39.9 Leo Document e -signed by Brenda Dones (bdones@co.weld.co.us) Signature Date: 2019-07-19 - 8:55:24 PM GMT - Time Source: server- IP address: 204.133.39.9 LT.S Document emailed to Mark prall (mp@comotorcar.com) for signature 2019-07-19 - 8:55:26 PM GMT t Email viewed by Mark prall (mp@comotorcar.com) 2019-07-20 - 2:22:29 PM GMT- IP address: 66.249.88.60 In iP Adobe Sign C)-0 Document e -signed by Mark prall (mp@comotorcar.com) Signature Date: 2019-07-22 - 10:36:28 AM GMT - Time Source: server- IP address: 174.108.45.255 Cw Document emailed to Karin McDougal (weld-cboe@weldgov.com) for signature 2019-07-22 - 10:36:29 AM GMT i Email viewed by Karin McDougal (weld-cboe@weldgov.com) 2019-07-22 - 1:50:41 PM GMT- IP address: 204.133.39.9 LYo Document e -signed by Karin McDougal (weld-cboe@weldgov.com) Signature Date: 2019-07-22 - 7:16:29 PM GMT - Time Source: server- IP address: 204.133.39.9 fa Signed document emailed to canaya@weldgov.com, Mark prall (mp@comotorcar.com), Karin McDougal (weld- cboe@weldgov.com), Debra Jakino (djakino@co.weld.co.us), and 2 more 2019-07-22 - 7:16:29 PM GMT Adobe Sign Thank you for submitting an appeal to the Weld County Board of Equalization We will review the information submitted and you will receive a date to appear before the board Contact Information: Contact Name MARK PRALL Contact Email mp@comotorcar corn Contact Phone 970-988-7810 Appeal Submitted 03 33 PM July 15, 2019 Appeal submitted for: R1902602 - PRALL MARK A 1440 RED FOX CIR, SEVERANCE Legal SEV FR L44 FOX RIDGE Reason Value Too High,- There have been no improvements done to the property in the last two years Additionally, in the last two years the Town of Severance has approved new subdivisions and retail centers, which will flank our neighborhood with cheap, low quality Journey Homes and retailers like the Dollar General and strip mall varieties Dirt has been moved, concrete poured and roads paved The retailers directly abuts to the property line of the Fox Ridge subdivision Please review attached documents for reference There is also a subdivision on -hold to the south of Fox Ridge called Hunter&apos,s Crossing and the plan is to build 500 more homes! The subdivision to the west is called Severance Shores and it going to have another 264 homes That is over 700 new homes plus retail stores decreasing the value of our home Estimate of Value $456,527 00 Document(s) Submitted: Account All Accounts - 010 -Construction -Documents pdf Account All Accounts - 011 -Severance -South -Construction -Plans -Small pdf Account All Accounts - Pages -from -Dorsey -Severance -Dollar -General -Site -Plan -2019-03-08 pdf You have selected the following Date Preferences Friday, July 26, 2019, from 1 30 p m to 4 30 p m Thursday, July 25, 2019, from 9 00 a m to 12 00 p m Friday, July 26, 2019, from 9 00 a m to 12 00 p m Tuesday, July 30, 2019, from 1 30 p m to 4 30 p m Thursday, July 25, 2019, from 1 30 p m to 4 30 p m The Appeal process can take several weeks for us to complete You will receive a written decision on your appeal within five (5) working days of your hearing We thank you for your submittal Weld County Board of Equalization 2019-3150 ASO IO3 ADJACENT DEVELOPMENT UNDER SEPARATE COVER CAUTION: NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION, SIZE. NUMBER, AN0OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON MEASUREMENTS TAKEN IN THE Flat) AND RECORDS OF THE VARIOUS UTILITY COMPANIES THIS INFORMATION IS NOT TO BE RELIED ON TO BE COMPLETE OR EXACT THE CONTRACTOR MUST CALL THE LOCAL UTLITY LOCATION CENTER AT LEAST 46 HOURS PRIOR TO ANY EXCAVATION TO REQUEST UTILITIES BE LOCATED AND MARKED THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THIS PLAN THE CONTRACTOR SHALL BE RESPONSBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS AND UTILITIES AND SHALL REP/MANY DAMAGE AT HIS EXPENSE PARCEL CONTAINS I )4 606 SQUARE FEET 2 6310 ACRES REC NO 2991612 PAVING NOTE ALL PAVING INCLUDING CURB. GUTTER, AND SIDEWALK, TO BE INSTALLED OUTSIDE OF PUBLIC RIGHTS OF WAY SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SITE SPECIFIC 'REPORT OF GEOTECHNICAL ENGINEERING EVALUATION PROPOSED DOLLAR GENERAL' PREPARED BY PROFESSIONAL SERVICE INDUSTRIES, INC AND DATED OCTOBER 22. 2018, OR AS MAY HAVE BEEN AMENDED HENCE RECOMMENDATIONS TO BE FOLLOWED INCLUDE, BUT ARE NOT LIMTED TO. THE PAVEMENT SECT ON, MAT ERALS, AND SUBGRADE PREPARATION THE CONTRACTOR SHALL COORDINATE APPROVAL FOR INSTALLATION OF ANY ALTERNATE RECOMMENDATIONS INCLUDED IN THE INVESTIGATION OR DESIRED MODIFICATIONS TO THE RECOMMENDATIONS WITH THE OWNER/DEVELOPER AND.OR THEIR CONSTRUCTION MANAGER PRIOR TO BID AND PRIOR TO CONSTRUCTION \ PROPOSED 9100 SF RETAIL BUILDING WILD COUNTY MAO 74 V+t .Jw MO,. none 9I, • TYF 3 18 �kLN: �•INVY: EA+*YM 45 O 9 30 Scale 1" = 30' 60 g m a Y' LEGEND 0-0 O BOUNDARY EXIST EASEMENT PROP CURB & GUTTER EXIST CURB GUTTER PROP LIGHT POLE PROP SIDEWALK PROP HANDICAP PARKING PROP HEAVY TRAFFIC CONCRETE PAVING PROP GENERAL PARKING ASPHALT PAVING PROP HEAVY TRAFFIC ASPHALT PAVING WIDENING UNDER SEPARATE COVER PARKING COUNT SITE PLAN KEYED NOTES 0 CONSTRUCTS' THICK PUBLIC CONCRETE WALK RE DETAIL 5-21 ON SHEET C352 0 CONSTRUCT PROPOSED SWALE RE GRADING RAN. SHEET C300 0 INSTALL CURB AND CUTTER, TYPICAL WHERE SHOWN RE GRADING PLANS ON SHEE T C300 FOR CURB TYPE 0 CONSTRUCT PUBLICACCESSIBLE RAMP TYPICAL WHERE SHOWN RE DETAL S-14 ON SHEET C352 OPAINT HANDICAPPED PARKING SYMBOL TYPICAL WHERE SHOWN RE DETAIL H ON SHEET C350 OCONSTRUCT TRASH/RECYCLING AREA AND DELIVERY PAD CONSTRUCT VALLEY PAN RE DETAIL I ON SHEET C351 OINSTALL 'GENERAL PARKING AREA' ASPHAL 1 PAVING SECTION RE 'PAVING NOTE' THIS SHEET INSTALL 'HEAVY TRAFFIC AREA ASPRAL I PAVING SECTION RE' PAVING NOTE' THIS SHEET )0 INSTALL 'HEAVY TRAFFIC AREA' CONCRETE PAVING SECTION RE 'PAVING NOTE' THIS SHEET 0 CONSTRUCT CROSS PAN RE DETAIL S12 ON SHEET C352 12 SAWCUT EXISTING PAVEMENT AS SHOWN t3 INSTALL LIGHT POLE BASE AND FIXTURE RE PHOTOMETRIC PLAN FOR DETAILS I4 INSTALL 'NO PARKING - FIRE LANE' SIGN RE DETAIL A ON SHEET C350 t5 INSTALL 'STOP SIGN RE DETAIL A ON SHEET C350 1 , INSTALL HANDICAP PARKING SIGN, INCLUDE 'VAN' PLACARD WHERE 'VAN' IS SHOWN RE DETAIL A ON SHEET C3S0 0 PAINT 4•INCH WIDE WHITE DIAGONAL STRIPES 2 -FEET ONCENTERWITH CINCH WOE. WHITE BORDER STRIPES AS SHOWN 16 PAINT 18 -INCH WIDE BY "FEET LONG PEDESTRIAN CROSSWALK STRIPES Al 6 -FEET ON CENTER, TRAFFIC WHITE 0 PROPOSED DETENTION POND AREA RE STORM SEWER AND POND PLAN, SHEET C700 20 PROPOSED ROAD WIDENING UNDER SEPARATE COVER 2) PROPOSED MONUMENT SIGNS RE ARCHITECTURAL PLANS FOR DETAIL 22 CONSTRUCT PRIVATE CONCRETE WALK RE DETAIL N ON SHEET C351 27 CONSTRUCT PRIVATE CURB RAMP RE DETAIL N ON SHEET C351 GENERAL NOTES 1 REFER TO SHEET 2 OF 25 (C101) FOR ADDITIONAL PROJECT GENERAL NOTES 2 THE CONTRACTOR SHALL REFER TO THE GRADING PLAN FOR CURB TYPES AND FLOWLINE ELEVATIONS 3 THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXIT PORCHES. RAMPS STAIRS PRECISE BUILDING DIMENSIONS, AND BUILDING ENTRANCES 4 ALL SIGNING AND STRIPING WILL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUICD)ANO LOCAL CODES 5 REFER TO ARCHITECTURAL PLANS FOR BUILDING SIGNAGE LOCATIONS 6 REFER TO ARCHITECTURAL PLANS FOR SITE ELECTRICAL INSTALLATION REQUIREMENTS INCLUDING. BUT NOT LIMITED TOLOCATION, TYPE, SIZE AND AMT ERIAL OF WIRING, CONDUIT, TRENCH, AND CONNECTION POINTS FOR SITE LIGHTING, SITE SIGNAGE, AND OTHER SITE IMPROVEMENTS 7 CONTRACTOR SHALL COORDINATE SIGNAGE PERMIT INSTALLATION, AND SPECIFICATIONS WITH OWNER'S CONST RUCT ON MANAGER 6 SIGNAGE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ANY AND ALL ALLOWABLE MONUMENT OR POLE SIGNAGE WITH OWNER. AND PROVIDE SHOP DRAWINGS PRIOR TO FABRICATION TO OWNER FOR APPROVAL LEGAL DESCRIPTION LOT 2, RED WILLOW SUBDIVISION, FLING NO 1 SITUATED IN THE SE 1/4 OF SECTION 34. T 7N , R 67W Of THE 6TH P M . TOWN OF SEVERANCE COUNTY OF WELD, STATE OF COLORADO BASIS OF BEARINGS BEARINGS ARE BASED ON THE SOUTH LINE OF THE SE 114 OF SECTION 34, TOWNSHIP 7 NORTH, RANGE 67 WEST OF THE 6TH PRINCIPAL MERIDIAN BENCHMARK _ TOWN OF SEVERANCE BM *SI BM -6 - 2.5' DIAMETER ALUMNUM CAP IN CONCRETE BASE OF TRANSMSSION LINE TOWER 4 5011' EAST OF SITE ON THE SOUTH SIDE OF WELD COUNTY ROAD 74 (4TH STREET)AND d- 46' SOUTH OF SECTION LINE ELEVATION 466104FEET (NAVD 1288 DATUM) 0 d n TO .C 0 C AT 3 0 d 0 C) d 10 U re - 03 Cu J,Y 4 R'° o r, n 9. C 2 r r rah2 25a 6 a E 2 w 0 w(AU alla Ill 3,o IL U. U v)o C V) • is `m- m; c; S w D In N zp Z hi J 3,OF 25 (C200) DESIGN TEAM CONTACTS OWNER/DEVELOPER CAMCO LLC/3 BEANS LLC 5285 MCWHINNEY BLVD. SUITE 195 LOVELAND, COLORADO 80538 SCOTT CHARPENTIER 970 222 7288 SURVEYOR OLSSON 1525 RALEIGH STREET SUITE 400 DENVER. COLORADO 80204 MARK GABERT. PLS 303 374 3114 ENGINEER OLSSON 1880 FALL RIVER DRIVE SUITE 200 LOVELAND, CO 80538 MARK P DADEY P E 970 217 1(182 GEOTECHNICAL OLSSON 1525 RALEIGH STREET SUITE 400 DENVER, COLORADO 80204 SUSAN RAFALKO 303 237 2072 ARCHITECT ALM2S 712 WHALERS WAY BUILDING B, SUITE 100 FORT COLLINS, CO 80525 BRAD MASSEY 970 223 1820 AGENCY CONTACTS PUBLIC WORKS TOWN OF SEVERANCE 3 SOUTH TIMBER RIDGE PARKWAY P 0 BOX 339 SEVERANCE, COLORADO 80548 MITCHELL NELSON 970 886 2810 FIRE PROTECTION WNOSOR SEVERANCE FIRE RESCUE 100 7TH STREET 1MNOSOR. CO 80550 SANDI FRIEDRICHSEN 970 888 2828 TOWN ENGINEER COLORADO CIVIL GROUP, INC 5110 GRANITE STREET UNIT 0 LOVELAND, CO 80538 CHRIS MESSERSMITH, PE 970 278 0029 PHONE TDS TELECOM 970 344 1589 GAS XCEL ENERGY BUILDERS CALL LINE 1.800.828-2121 WATER NORTH WELD COUNTY WATER DISTRICT 32825 CR 39 LUCERNE, CO 80846 ERIC RECKENTINE 970 358 3020 ELECTRIC POUDRE VALLEY REA 7849 REA PARKWAY FORT COLLINS. CO 80528 PROJECT CONTROL: HARMONY CENTRE CONSTRUCTION DOCUMENTS PART OF THE SOUTHEAST QUARTER OF SECTION 34, TOWNSHIP 7 NORTH; RANGE 67 WEST OF THE SIXTH P.M TOWN OF SEVERANCE, COUNTY OF WELD. STATE OF COLORADO. HORIZONTAL CONTROL PART OF THE SOUTHEAST QUARTER OF SECTION 34, TOWNSHIP 7 NORTH, RANGE 87 WEST OF THE SIXTH P M BASIS OF BEARING (RECORD) BEARINGS ARE BASED UPON THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 34, TOWNSHIP 7 NORTH, RANGE 87 WEST OF THE SIXTH PRINCIPAL MERIDIAN, HAVING A BEARING OF N 89.16'02" E AS SHOWN ON THE PLAT OF RED VVILLOW SUBDIVISION RECORDED AT RECEPTION NUMBER 4100559, SAID SOUTH LINE MONUMENTS) AT THE SOUTH QUARTER -CORNER OF SAID SECTION BY A 325" ALUMINUM CAP STAMPED "FRANK KOHLS LAMP RYNEARSON PLS 37087". AND AT THE SOUTHEAST CORNER OF SAID SECTION BY A 2 S' ALUMINUM CAP STAMPED "INTERMILL LS 12374", WITH A GROUND DISTANCE OF 2634 31 FEET VERTICAL CONTROL BM1 Found 2" Aluminum cap stamped "KING SURVEYORS 14517 CP RED" North S WbId County RD 74, Approximately 23 feet Southeast from the Southeast property corner Elevation = 4948 85 BM2 A chiseled "X" on the top beck S curb, South of the trash enclosure SURVEY CONTROL POINTS FLOOD ZONE THIS PROPERTY LIES IN ZONE X. AREAS DETERMINED TO BE OUTSIDE THE 0 2% ANUUAL CHANCE FLOODPLAIN FEMA FRIM PANEL 08123C1213E , DATED JAUNARY 20, 2018 GEOTECHNICAL REPORT NOTE A GEOTECHNICAL REPORT HAS BEEN PREPARED BY OLSSON DATED DECEMBER 24TH, 2018 FOR THIS PROJECT ALL EARTHWORK, PAVEMENT, FLOOR SLAB, FOUNDATION, ETC SHALL BE IN CONFORMANCE WITH THIS REPORT VICINITY MAP NOT TO SCALE I N II SHEET INDEX PAGE it NUMBER SHE SHEET TITLE 1 Cl 0 COVER SHEET 2 C20 EXISTING CONDITIONS 8 DEMOLITION PLAN 3 C30 STE PLAN 4 C40 DRAINAGE PLAN 5 C8.0 UTILITY PLAN 8 Lt 0 LANDSCAPE PLAN C 0 0 NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ONLY FOR REVIEW BY REGULATORY AGENCIES MD OTHER PROFESSIONALS, MD IS SUBJECT TO CHANGE THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION OLSSON ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS p1ORUONTAL OR VERTICAL) THE EXISTING UTILITIES SHOWN ON THIS DRAWNG HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF MY CONSTRUCTION ACTIVITIES Know what's below. Call before you dig. CALL II I SEVEN Tr. MO HOURS PRIOR TO MONO. GRADING OR LXCAVATING FOR THE MARKING OF LG4DERGROINDMS4$ER Lau) ES REVISIONS w COVER SHEET HARMONY CENTRE 50% CONSTRUCTION DOCUMENTS LT, TN SEVERANCE, CO Nevi by cntceed by approved by OA/GC by yopecr no brawny no tau E8 DP MD 0163S43 C TTL 0180543 02.1 5 2019 SHEET C1.0 DANIEL AND SARA HUGHES 0901 ACRES ♦ REMOVE FENCE 45915 02 E 124 DO N 143465033 E 31]490] 55 DARRENAND JAMIE JAQUES 0811 ACRES I NOP4355 W 62x5 1434]5504 Jt]49fiB33 >t EYGVE:_N" ,i)�IJ'1 UMW:Mg J 1 did ,Wr / ��Naouse^ii / 9103\ 'INIT. 154x0 EASEMENT REG 4100551 REMOVE MENG FENCE X535051 E BYRON AND SABRINA PACKARD 5195 0 831 ACRES RE1101E POSTING STUMP (SEE NOTE 3) REMOVE L DIMINO TREE N_) (040 (SEE NOTE ]) REMOVE EXISTING BUSH (SEE NOTE 3) REMOVE EMSTING TREE (SEE NOTE 3) REOOW E051210 STUMP (SEE NOTE 3) FOX RIDGEHOME OWNER$\ � J_ ASSOC OFSEVERAN@El I ,, —10' Unu>V-005ENNEN0 _ 0551 ACRES _ 1 ` I _ _ �E w0°n5^ ENG N 1434497042 ]- M5nOVERHEAD E 3174959 51 BONER -- a _ -4-_, °T` _ r - T COSTING ENI5TING 50 ROW 14346554], 31]51 5T \ ♦ I 1 \ ♦ I I 1051140 STUMP\ \ (SEE NOTE 3) \ \ I / / / 1 92 E ]1]50451 54 I; IIPSU , In'. \\\ 4 I I I / I 9500 II /� \ \ \ I I H III ♦ \ I I rTLD WILLOW SUTS N / 1 1 ` III 085 ACRES \" B 3\ \ 1 ♦: 1 \ 111 I / U-*`Ni III I \ I \ III II `` r\ \1 (E( 1434595 90 1 \ I11 �� I I EOSTIOEMTUOK I I( / 1 1 1 ' I n \0 (5\ NOSE 3) ( / / \ ''- u . N C PSI I 'b `. /// 1 \ \ \ 'T.. V uMo1E I \ Hwmow DI sTRucTuoot. C2 \ \ ((SSSE NOTE \ / l I \ \ r (MCLWEIF] 15L)UITLITT SI�RMCES Em \ \ I /�1FD I \ \ ' I \ \ \ / \ \\ I \ \ \ \ IN 0 51109 BUTI \I \ \ _ \ , \ 1 ♦ \ \ \.N. 9 00 A N 14]4513 \ 31]5x e E 05 5. REMOTE A P ��E (sq NO WCF� ]4 2) LOT2 RED WILLOW SUBDIVISION I 263ACRES `OOSTNG 5 WATRR MAIN \ I \ I \ I I I I / I \EMSTIN9 " BMt CNYMNNICATION� ALES p t - T - r- Y POSTING GAS YAM SECTION UNE PLAN SCALE 1 .20 (ONLY VALID ON 24 630 PLOTS) NOTES 1 CONTRACTOR SHALL COORDINATE REMOVAL AM DISCONNECTION OF 004904 UTIUTIES WITH UTILITY COMPANIES PRIOR TO PROCEEDING WITH BUILDING DFYOUTION 2. EXISTING UTIU11E5 TO BE RENO,. CAPPED ANC ABANDONED SHALL NE IN ACCORDANCE WITH UTILITY COMPANY PWDES 4 ALL V000 CREATED A5 A RESULT OF TREE/SNMP/BUSN REMOVAL SHALL BE BACIOSIED WITH ON SITE SUITABLE MATERIAL AND COMPACTED 10 955 OF STANDARD PROCTOR DENSITY VOIDS WITHIN PROPOSED BUILDING FOOTPRINT SHALL NE BACKFILLED 891H STRUCTURAL FELL AND COMPACTED TO 950 STANDARD PROCTOR DENSITY CONTRACTOR SILALL DISPOSE OF ALL EXCESS MATERIAL OFFSTE I1 1 I IOFI' ]0'440 \ SCALE IN FEET POwER POLE IIGHT POLE ELECTRIC NETER ELECTRIC SOY ELECTRIC RISER AIR CONOINCNING UNIT TRAFFIC CONTROL SOX CARLE BOX GRLE VAULT FIFER OPTIC PEDESTAL EISEN OPTIC SCR FIBER OPTIC VAULT FIBER OPTIC MANHOLE TELEPHONE MANHOLE TELEPHONE PEDESTAL WATER NETER ViATER VALVE SANITARY SEWER MANHOLE SANITARY SEWER CLEAN GUT STORM SEWER NAHUM. STORM SEWER INLET GRATE STORM SEWER FLARED ENO SECTION SIGN CONTROL POINT BORING LEGEND EXISTING SECTION LINE E PROPERTY RIGHT-OFWAT FLOWTWEIFAC F OCURB CNOF CURE Rao STRIPING ---5x50--- MAIDEN CONTOUR — — —rn�— — — MINOR CONTOUR P OVERHEAD POWER uNDEROROUND UND POASLii E ro FDUNDERGROUND FIBER OPTIC TEL UNDERGROUND TELEPHONE WIRE UNDERGROUND CABLE TV STORM SEWER HEADVIAll IJ.J..IJ.J.�IJ..IJ oftr WATERLINE uxDECONiCCRRETESID WALK BARBED WIRE WIRE FENCE IROWPUB fELINK FENCE OODN STEEL FENCE SPLIT NE CATE WOODEN WALL RPA VEGETATIED LD EOF EE OF WATER ASPHALT PAVEMENT PAVEMENT rLLL�11w�s CONCRETE A DENT RIP &V BUILDING OUTLINE R [rt[[[[[[[[[[[[[[[[[rt[[[[[ REEIMOVAL OF CI( FEATURE BASS OF BEARING (RECORD) BEARINGS MEWE°SHIP 60610 UPON THE SOUTH LINE OF THE SOUTHEAST OUARTR OF HAVING REARION 34 ING OF NEB OT EAAU SHOWN SON THETHESXTH PUT OF RR WIu0WSUUBOAL M ION RECORDED AT RECEPTION NUMBER COMO FADEOUT, UNE MONUMEMED AT THE SOLON QUARTER CORNER OF ONO SECTION OVA 3 E ALUMINUM CAP STAMPED FRANK SAS LAMP RIRSON PLR NC, AND AT THE SOUHEAST CORNER OF SIDS SECTION ]5]431 ALUMINUM CAB STAMPED INTRMI NUN ACRD ODI VERTICAL00Few 6 Plmad 000 06um nPedNINC SURVEYORS 14517 CP REDN ru d Weld 0 y alenm5Iron. So. Tcore Bur Um AIM � ME. A chiseled mu Iola. dare SAM oft CF1PA*Goren THM RELEASED STOMOY OILY IC. IIESPCNS 1utmcu cr 0110211222102 0010.0 cc002000c0•002 811. SA0WwNRo be ow Can beton 192109. �1? EXISTING CONDITIONS & DEMOLITION PLAN U U 'C W FeRwefly ovccer _JO dn.. 02Il 010.1 4a nlslv1l SHEET C2 0 \ N EXISTING DANIEL AND SARA HUGHES BYRON AND SABRINA PACKARD 0907 ACRES 0837 ACRES DARREN AND JAMIE JAQ UES 0 BT7 ACRES 0 :y4h` LEGEND -,105 15130 EASEMENT REC. 4100559 FOX RIDGE HOME OWNER$. ASSOC OF SEVERANCE I 0 551 ACRES SE.ON LINE PROPERTY UNE ONT IPERANNENT1 SETBACK LINE PROPOSED cu. ANC. GUTTER L� =� CONCRETE SIDEWAWPAVEMEHT I. I --0 1AsPMLE BUD (HEAVY DUTY) 1 - ASPHALT PAVEMENTIUGHT DUTY) ,.. 10 BUIl01N0 - SETBACN PROPOSED BUILDING 9 272 SF 1i L )eTi--T I-�'oIrTC5`v x RED WILLOWSUBDIVISION et ` OB67`ADRES — —R= V4) / ♦♦ 13 16 PEDESTRIAN 1000 UTIEASEMENT _ EASEMENT RECLITY 4100559 B WCR74 PLAN SCALE 1 .70 (ONLY VALID ON 94 936 PLOTS) NO RESERVED FOR FUTURE RIGHT -OF -HAT LAND USE TABLE TOTAL LOT AREA 570067 SF (0 55 AC) PROPOSED BUILDING AREA 9 272 ST 16 UNITS) REQUIRED PARKING 1 STALL PER 250 SF (37 STALLS) TOTAL PRONGED PARKING 07 STALLS PROVIDED ACCESSIBLE PARKING 2 STALLS PROVIDED OPEN SPACE 15373 SF (661X) BUILDING SETBACKS 10 (REAR) 0 (FRONT Y HOE) LOT2 RED WILLOW SUBDIVISION 2837 ACRES • — 400♦ 0 PROPOSED SHARED ACCESS EXISTING EDGE OF PAVEMENT SAWCUT It MATCH EXISTNG PAVEMENT 0 10 20 20 SCALE IN FEET FLAG NOTES. O INSTALL TRASH ENCLOSURE SEE ARCHITECTURAL PLANS FOR OETAIL5 O INSTALL 4 CONCRETE SIDEWALK 190TH PER PLAN OJ INSTALL WHEEL STOP 000@00000 0 NOTE 1 CONTRACTOR SHALL DISPOSE OF ALL EXCESS MATERIAL OFF9TE INSTALL TRANSFORMER MID CONCRETE PAD INSTALL ADA SIGN INSTALL FIRE HYDRANT INSTALL WOOD FENCE INSTALL ADA RAMP INSTALL MONUMENT SIGN INSTALL UGHT DUTY ASPHALT PAVEMENT INSTALL HEAW OUTY ASPHALT PAVEMENT INSTALL 4 HIDE SOUDMA91E0 WHITE STRIPE INSTALL 35 WOE CURB W GUTTER INSTAL CONCRETE TRICKLE CHANNEL omFADTALLTH THERPISNSICITOFINE LENTUCTOITORELOVERT THE 44,110114.M. ES PRIM TO.E 031111E CE Pi 811 NmwwNtltbRIDW Ca befomputll% O N W 10 O U K K N r. ort.NaM GweN d 01.150 SHEET C3 0 EXISTING LEGEND LINE RIGHT-0r.WAY CURB AND GLITTER SIDEWALMINAIL GRADE SNEAK wE o LINE aEASEMENT SETBACK LINE IA4IOR CONTOUR MINOR CONTOUR DRAINAGE ARROW J ASPHALT ROAD MEATS DUTY) ASPHALT PAVEMENT (LICK DUTY) N titc35'i.3<yiRrta GRAVEL PAVEMENT CONCRETE PAVEMENT LINPAVEDROAD c Err T..Al2 RIP RAP =ZZ_ L=.7 TZ BUILDING OUTLINE PROPOSED 5280 281 281 V' STRUCTURE TABLE STRUCTURE NAME RIM/TBC/ GRATE PIPES IN PIPES OUT A 494580 INV IN =494446 B 494872 ((W) INV IN ',1 9N157 INV ALT (E) A404454 BA 494729 INV IN (NE) 494508 INV OUT (S) =4845 O6 BB 4945.50 INV IN (NW) 494552 INV OUT (SE) 494559 BC 494611 INV OUT (SE) .4845 00 C 494179 INV IN (W) -494646 INV OUT (E) °494517 D 495014 INV IN (N) 494629 INV OUT (0) -494828 E 491911 INV OUT (5) -494690 N � A05 /• , 1 PROPOSED BUILDING I'� / / ` 9272 SF I lu / I FFE 494950 / ':'1".' .� /Ire\Pom\ i ,\ r i 6� L i �A�1, S TIN) BA BjL��j}}�� , X41 II /� I I m -/ i 111.E r ;�L / /I //// /// /// — _. 1( I I_ _ WCR 74 0 10 20 40 SCALE IN FEET / I I / / I / I 1 / 1 � 1 9 /W GRACING or ACCESS ROAD b \TRp ENO MINGDSENNDE CO N N _— N N lI + - - I/ - r -t I 1 1 —ELT- PLAN SCALE 1 A20 (ONLY VAUD ON 24 206 PLOTS) Fl AG NOTFS pl INSTALL 12 FLARED END SECTION 0 INSTALL 2 CURB CUT OD SUPPLY AND INSTALL B NTOPLAST LANDSCAPE INLET NTH SOLID COVER SUPPLY AND INSTALL B NYOPLAST LANDSCAPE O LET AND GRATE (OR EQUIVALENT NTH ENGINEER APPROVAL) NTH PEDESTRIAN GRATE AND 6 SUMP SUPPLY AND INSTALL 24 NYCPLAST LANDSCAPE O INLET AND GRATE (OR EQUIVALENT NTH ENGWEER APPROVAL) WITH PEDESTRIAN GRATE AND 6 SUMP Q SUPPLY A DINpT L I22 NYOPLAST LANDSCAPE O INSTALL 2 WOE CONCRETE TRICKLE CHANNEL NOTES I CONTRACTOR SHALL DISPOSE OF ALL EXCESS MATERIAL OFFSITE 2 ALL CONTOURS SHOWN ON THIS PLAN ARE AT 05 INTERVALS NmE :EBTAEMLATOPIV xc. Nip N6owPmatibe ow Ca lbef9Tooy002 . a Z O CO K DRAINAGE PLAN O U Q IY w I7 .Or OMX III, —15 m m.IsnT 4 SHEET C4 0 I \N. DANIEL AND SARA HUGHES I BYRON AND SABRINA PACKARD .4 ,�\� 0 901 ACRES 0 834 ACRES / • \ N .W1/ / CONNECT GAS SERVICE TO BUILDMG (SEE MEP q.AN5) LOT2 RED WILLOW 8U ::VISION 1633 ACRES CONNECT ELECTRIC SERVICE TO BUILDING (SEE MEP PLANS) lip' SO4, J Imo Fall River Owe Swk 200 TEL 9704617733 Loveland CO 80539 FAX 970 635 3709 ammo olawnovm / - 1 I DARREN AND JAMIE I MOUES 0 Bit ACRES 1 1 /TlT-T//Tl////////l2//T r'S3 // LING (SE FlRE SERVICE O BUILDING (SEE MEP PLANS) i CONNECT WATER SERVICE PROPOSED BUILDING TO BUILDING (SEE MEP PLANS) / 9272 SF / / CONNECT TELEPHONE SERVICE / � TO BUILDING/(/SEE MEP PLANS) / / ITJ1/L�1 /Y, //r�Y I[ /_ /�'TT/7 / / 1 / / L� • J ELECTRIC TRANSFORMER SERVICE (Br OTHERS) COORDINATE EIZE ep, AND LOCATION W/E%GEL ENEPGT I I g �( it TONNECT BUILDING SANITARY MEP PUNSS) 9F7 / • L • , INSTALL 163 LE OF R PVC CONDUIT FOR• OCCEMEIXAS SEE! O1 .INCIES MD 011.01 sNTlc �_ PRIMARY UNDERGROUND POWER IP D IV 1L1 _ r�,�l r" t I / % N a £ Al SCALE IN FEET P(Br OTHERS) \ 1 INSTALL 303 LF 2 GAS UNEI p ^A ° I �I IVY 1 c 2 v TIT'S' r ^ L/ �zZZ- INSTALL PRE HYDRANT LOT RED WILLOW SUBDIVISION 0653 ACRES - MSTALL 110 lF OF 3 # I / 1 INSTALL6 A5 BEND INSTALL 6 SANITARY SEWER CLEAN DIE Kett. MITES FR OrlOillE RIF �T Nxr ^R SMOLT . Lf(,, ;7n1J� 1 1 Iv _ / _) 15 Y3D EASEMENT \V AEG R10O659 PVC CONDUIT FOR TELEPHONE UNE _ ` INSTALL 432 LF6 ,� P. C90o FIRE SERVICE FNL ( STALL 133 LF 2 TYPE COPPER WATER SERVICE O -- - - - - / 1 �% &MINIS SANITARY INSTALL 150 LF 6 SEWER MANN0IE 1 SDRJ5 PVC SM'ITARY /� O 1IAOPE CE INSTALL 8 % 6 WYE '� � ,`� mow mars Ca wv uuxe�w A1�NEnc 8, {{{/ bC10N. Ih0km ll4 v PR �� /—di CONNECT TO EXISTING �� _ 1000 UTUTT EASEMENT REC. UTILITY EAS•9 1 1 x ss ss ss SANITARY SEM1Bi SNB FOX RIDGE HOME — z.. _ es s ss ss ss ss s / �) OWNERS ASSOC OAF SEVERANCE � �� T- A 1 �- _ _ _ _ _ _ _ _ _ _ _ _ - - /- _ _ _ _ _ _ _ _ _ — _ _ _ _ _ _ —_ _ _ — 0553ACRES -L6 PEDESIHIAN 7 ) INSTALL AB INSTALL 281 IF 8 JJJ INSTALL b % e WYE SDR JS PVC PIPE DROP MANHOLE EASEMENT - 30 RESERVED FOR T a NNRE RIGHT-OF-WAY' _M1 I \� _ ��- T F o tl 0 I I REVISIONS .a. CONNECT TELEPHONE SERVICE:r Ir�COOROINATE J/ �� _-I- �°- - - _ - ___ _- u _ fr SIZE AND LOCATION' _ J r „...„__.....--=-50 ROW W/ TDS TELECOM_ . _ -n-- J „ - �F- S CONNECT TO EAST. WATERMAN - - f -___ - - - - - - CONNECT 10 EXISTING POWER POE- 1r AND INSTALL UNDERGROUNDELECTRICSERVICE (BY OTHERS) WCR T4 CONNECT TO EXISTING \ 6 WAIERMAN N p CONNECT CT TO EXISTING e TERMAN _ _ _ - - - - N.. CONNECT TO EXISTING GAB UNE (BY OTHERS) NOTES LEGEND PUN 1 CONTRACTOR TO VERIFY SIZE LOCATION AND CONDITION OF GAS SCALE 1.20 ET UNE PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY (DNLY VALID ON 2A XJ6 PLOTS) DISCREPANCIES WITH PLANS IF MPUCABLE PRIOR TO g4 UTILITY PLAN HARMONY CENTRE 50% CONSTRUCTION DOCUMENTS SEVERANCE CO 12019 CONSTRUCTION EXISTING PROPOSED PROPERTY m ONE SETBACK UNE OVERHEAD POWER UNOPORODNO GAS LINE Ms m. uNDEIFDROUND TELEPHONE WIRE SANITARY SEWER -SS ss- 0 Is - ERMINE ' O o WOOD FEN -> CE --0- a O FUREO ENO SECTION �I STORM MANHOLE TT MI wE:ETV� METER R WATER LOCK FIRE HYDRANT 0 NE PEDESTAL © CABLENAMT ma ELECTRICID EOPTIC FlM PEDESTAL El No0 n EFL Ps. SHEET C8 0 yr / - PLANT SCHEDULE 9 B C Vt O IA �m ® € S 1$$ 8 W 99 3l9 MALI / COMMON 10AL OU 1 DJJAr�r�'I�N\�IpII5 TREES CIE BTAMIPAI MA x NAYS COIL CAL SIZE V OF PI Axnr< �� \ yyas, %�k32'''' \ 0 HT 0000 !u'�y. "$ '�..%604 i)rS SCREEN FENCE lf¢-•�%/,< �VL.:`,.i;. : /�.�. ',Wm Ail -W...':.M.6:61 � l:i::lLr.3:3rE •` ` ` ( }q A CATALPA 020410SA / NORTHERN CATALPA B • B I CAL ION M�]� QJ I I AW./ C[Ln5 OCCIDENTALIS / COMMON HACKBCRRT CAL 200 / I r 2 0400100110 TRIACANMD$ SKYLINE / SNYUN[ HONEY LOCUST B • B J CAL 100 200 �-\� �` / / / ova I WEwcU5 NACgOCAgPA / BURR •.ii.�7 / / I6P qR OAK B e B ] cat 100 m0 a) / •. ) MB RED GAK B • B I CAL W W qA/R Vp'Nx•4..: w.Wlrya.�o`%r. 'FijsS?:7•i:i":i luh /r4re,L,,,ral v: ,....<.Ill.:rl: :S:i.ii:.j:[ 4.r 3%%eik�;:s' Z��S r��a��. Tie •` , uNDEEDGEEER ' I I 7 I LUAUS a FRONSER / AMERICAN TIM a e 0 ] CAL .0 INO :,^'. I j LH •. i , AY0000TFx TREES Ca BITANI20! NAME / COMMON NA21 CGNI CAL SITE Sr OF PLANT TOTAL O1ANTn. HT MOOD SCREEN FENCE \ r rr' '.! )J/f a' P C I /0 / / PROPIDSED BUILDING / 193025E I I \ II / I I PICFA Pux00 WAu B • B 1W 3WL.F.^ %'�' F' I CA / COLORADO BLUE SPRUCE B Ni9 5T,� ° fJSwd. �'y. 5r.5� 9-154 • 1 = I PSEUDOTWGA KNEE. / 002.05 NR e • a a NT 1W 200 i dr -.%S' l it 1 MORE.. TRFrc CIS BOTANICAL NAME / rOMNON TUNE 0211 GSL SIZE V Or Pi yu 101. OUANnTTotFL.03 eiM o leeNT FIE. m mesas., Few ICEMIENTIS NarmasusEn Fort S 3 AaR 2NNALA nAAE / LIAR[ ARUR MAPLE B • B 15 CAL Is Ts100..280 .—.......m...—,---...�.:. ..r� � I d,4 -eormmucrow , T _ _ ° T•�t,,'•4L``;^-QDx rr. �, fr , CRAIAEGU5 CRUS GALLI !AMISS TA / THORNLESS COCv5PUR HAWTHORN B • B 15 CAL IS 100 �YBS BOTANICAL NAME / ppMMpN HANF S ZE FY Or PLANT 4 4 - 101,01MNIIITcm.. 06pues. OA v5511.01FIE MGM, wpm. worm ENING 'Rpm THE EEAT Am.. _ IES MT °�' , ,� �/ Y�I:" N IJILL� 1, b;' C�!il ' 1 / �—/,+\ M f P / t 1 n \ ■ // 1 O ], JUNIPERLS CHINENGS SEA GREEN / SEA GREEN JUNIPER 5 GAL A Asp I` `q cVultlluM 0 RON / BL NIPCR L ~ ® 1I JUNIPEwus sc POE u[ BLUE ARROW JUNIPER s GAL Is ]00 \--, Q 1B LIGUSIRUA WLDARE LWENSE / CODERS[ PRINT 5 CAL IS ,Sp _ S �9iir�' 1 rn,1^ ¢ IAEES T3P hD y.•t';•\ LANDSCAPE f O EDGER yi01 / I _ MONUMENT SSW W �I / ^. 1 1I4 I 1 1 .1, I 1 ` V 1t / BDIOPINrER POlENi1lU 5GAL f0 somlot/ �5 O 15 RNAI:Ro-/GR0 LOW FRAGRANT SUMAC sCAL ]s n5T4yuuP��`,� I 0S RIMS TYPHINA / STAGHWN SUMAC 5 CAL 15 IZS Wvw Ca vF.vA uimnunP V WhalYI10I0W IbdOre uN ,... otorL ra �.Y` VNl. S. • Mai(IF ••.,' �% A. 4Ca"f> L;JIi �•rF r'..4•"444ca14'Cf.Ka.aF.R•. Y,0 L,f•O,D,f,\,V,O q,C 1 sTBIUGA MULOA 5 GAL Zs IW ® RIs /COMMON LILAC erli� �` ;S,: '3i;14 . I . ETO•Jfd;I„I ss.a•s:•••E J1.... ! s.•• a: Si.... e...�r : s•::•:. ia.....: s ., ri :•a•a••r::` . :s ala..:3.13sr.::° —ss \ n—� a NBURNUA ugtF 5 CAL Is ISO/ \. 5II / BGquN NICE VIBURNUM -1--. \ — — - fl.1R �! • F.@Rt::1l1°Iln..t •• ••- '--"'••fi•'Si::ii:::i::l:lF .. :tt:tt!•1...! .ia e•AraAa(:n. . :: el ..........i[.� ( iljii::i:ie. / Crpl.0 POWERS ES BTANMAI NAME rn.ox SAYE COIL 0EL02 DI= § .S W 0O N ED :::l:.t..... ........ Si: .SSS::J... . <. a ....i......[..F�....i..1 F.... 3•i"� '3 ED WAY .ii::i:.1 ••• •• 'B:::S J. •••• : — : FUTURE RICHT-OF . ,1e13Reiiiiiii . ....,� I.t••S33333SA�iiii�`S __ YN 0 SBA SF PE5NCA ; DEEP FESCUE / DEEP FESCUE 000 • u :::i::.S:S:::i::iii:1.<i • i .... • F3le•i:ii...Y::.i... 'S1:iiiCi 1'li::ii` ......:C... i : S,,. _ ,— _ --'-='-1.' - _ ` 1j1Tp : A ve ss sxq[DO[D NAgp Wu00 / WDm Mula sr TOTAL Sr F ARre `s_ ry x —`_�— -�\ \� — _ - A ]es —�—B — - TAI C _ 7 CONTRACTOR TO WATER OFF -SITE SOD AREAS UNTIL SCO IS ESTABLISHED TIP UI " w II-- _ — — I!� P worn SHADE TRESS CV[�O FNi.1l RE S EE 3 - — �Y / / EARLE SHRUBS -31 31 SMALL SHRUBS . 0] BJ —� GENERAL NOTES 4 THEMIRK OF OTHER 713.406I J •0AND MAU0OTOOLxIS PRIORCONSTRUCTION CONTRACTOR SHALL PROTECTBOOTNG°VERH04000 UN0EnGROUND L4LITIEG AMYOAMAGE. SUCH MALL LANDSCAPE PLAN HARMONY CENTRE 50% CONSTRUCTION DOCUMENTS SEVERANCE CO 12019 LANDSCAPE CALCULATIONS o Ld� nREPAIRED ERAcNO mT OOWNER SCALE SCALE IN FEET PLANTA/NORTHER COMPLETE TO WORK J IMMERMARE ONANTMAN IEBOSUMMARI:WWOGS ME CONVENIENCE OF THE CITY MO LDCALGOVERNINWOGS CONFIRM AND INSTALL ELEMENT RUMMER PwWIRIY ROWING SUBURBAN PERIMETER BUFIEAARDTAWt I PLAN la SUBJECTGES RASED ON PL.,SLR ANO.TEawAVM...ALL CHANGES OR suaznrv110xs MuSi BE APPROVED BY ME ertr DF.EFLEY COLORADOANO THE I ANIArAPF TARO ARFeM arRIIINC - p) W6 Y = 5400 0 OLD OINc/INK t3 400 L0 11 rvaN N SR th A 00101004 x _ NURBERY•wJDSCAPE uVDCAL I..) THE LANDSVMEARGHIECT CROWN, a REPRESENTATWEN.EMa THEE MGM TO REJECT MPUNT & gwno MEETING NE�/TURD•a tALL TREES MALL aEu[IPERWAxo ANY UNDERSIZED TREES SHALL SEREEmW wEnFI[oeuIRER xEAsugEAExT FOR TREES MALteEMEASURED xil ABOVE GAME 0]5,Y 0IlenaN Type BlAwide) 7PUNT. FEES ANREFoq IRRIGATION PORPBsn RAMSHALL RECOMMENCE...SEINER THE SPRING LAARn1',JUNE IN OR FALL IsmrEMRER I [GERBER IMPLANTING 6.50N WATER p SF ^SCAPE 0442 1505) F NRDSCAPE AREAL(52NO,q Le 0haf11400e0)01 61 OSCAP[CONTRACIOR RENOWN, COxBMMAFNI PRIOR BACAFILLING 7200000,111Z5' r wnr` T N I Type 014 lord p 200004 1.1.1n01.1.1n0In1.1.1n0r Plant P r dene mp er Rep ITOL ntE Pmedd Plants SRAM O UCTION DmSAND TALR IxJURIoual TO PLAIJI GR.. FROM FL.WTIMGTSAM WO REDS ro WMLAY PTING AD R W REWIRED SiAECES BETWEEN Cu AND SIDEWALK Ai 35 DC SPACING P w MPCC ())4En5nNG TREESRB PARVSGInr IeNCCAPINC shad i Omm M110 Tpr shrubs rype3Rhr a_ E pr nit I 1 1 1 1 IPI 1 1 1 IW LW ] 3 t11 9 WY/IMAM P.M100 2160520A NIMMUM MINCH DEP. RATH PLANTING WEN% plINTINGSOIL R2SNulCoxalsi OF NESSPARTTEgIAE BNEIOPART PEAi Moss AND TWO p1PARn CLAN LOIN TO.ML THOROUGHLY NN PLANTING WM COMPONENTS PRIOR TO PLACEMENT 10 ALL PUBTwSTO ARDS 6NALL CO00(020050MM. AND&PALL INCLUDE A GEOlEOILERMED SCARIER FABRIC MUM To MULCH To BEA DEPOf) , REWIRED J Hr AtONC STREET FRONTAGE ARO 005 OPAWE SCREEN YEAR ROUND FOR )55 or FRONT BuilervNd TBIM. ype ML LANDSCAPE AREAS II.L RE 'RR...MINA HIGMEMICIENGY POTOINTIC IRRIGATION SYSTEM ACHI.Nc tollt.EN A&PEOfALL LANDaewBAREAS DrIP IRRIGATION SNAaIeB USED IN LANDSCAPELANDSeE BEDS AND SPRAY N.05.1.13 BE USED ON ML 600 AREAaWRMIN PROPERTY LINE SEE IRRIGATION PLAN PROVIDED i0D 0 PARKINS (S) )s . tso lr PARvwO SCREEN (50 SCRUBS Al ] xi) LeM1N OIB IfeMIO101 ]II I) STEEL LANDSCAPE EDGING la TO BE USED ON ALL LINNNOOPE BEDS ASUTnxoa00 AREAS AS ACTED 04UN0SCAPE PLANS M DMR[0Ln1IPFU DE ACES Wix SHRUBS ANO 00023000004 PI 1170 OFeean40 li on AIM r1. ItMierFNlpeer MBA 01100 tt 400124tl Plant PROJECTHAaiwtENPUtEIMYMATEgNLMHICNOIESOROFsau ESIo AmwEWirlJCEOFExE ZEOPV LLeEPRGMGiL1PEMO5'EDAW RFPLCfDCLONAL ANOAOCEPTALLCE 'FT' OR w0 t832E 1R[E ,p1N0 MREE SHRUBS A RE O 3 CAL TREE PER IOW SF Shad T Prtmel5hWa rubs ErerBreh ire x 1 1 N IN LA Lis IA CAA on DA LS5 ASS DRJ 2 1 I. IRE C.TRACTOR VALL COMPLETELY GUAPANTEEALLWORK FOR A PERIOD OF°NEVEM SEDINNINGAY THE DATE OF ACCEPTANCE CONTRACTOR VALE Cwt ALL REP,CEMENre PROMPTLY 1.1• PER DMFCTION or¢wN. IS A DEVELOPMENT 1ns)BOR:)Iuisq uIRED PgIOgroPLANnxe TREES SHRUGS OgpmENNALslour[DON THE PURLIegleHraE OVA. rHISPmMIT lsoewNEO THROUGH THE COMMUNITY PROVIDE,' , TREES PITINFTFR W NTTIO 6 IB Ii ry rd Ty Blrow[ I �r00015 IS NO PUNTNATERMLWIM MATLRECKa0TH G00TER TRANS IN HEIHTS.L, SEMNE0WITIBNPOTABLEwATE4 .NliAM SEVER OR NON POTABLE IRRIGATION EASEMENTS 20[0001! USES ADJACENT TO HIGHWAY TO I00LJJOE FIRE (5) REUWR SHRUBS AND TEN (ID) SMALL �UBS Ilery0N)Ol 333 0 No waltuB35.L2 BE PLANTEOVAININ FIVE FEET OR TREES YAMS 1EN EETOF POrABLEAxD xONFOTAALEweiERAETWe FlRE xrDRANia SwO.wTaEWER NwNmE4 ON POTABEwAER 0 PER 100 NO UP IP0OT00[ / 100 . ] 115 M[ONA SHRUBS ANO JO SMALL OFPLPS) H 70015040 fr.r.g"41:8E./.41°;,1,8,1"auu'lj"'" SHRUB5 AND ]0 SMALL SHRUBS PHnI ITR 5252340 0w .12 Mulepl00 PI I 00012 MWtld er D R 15 II Provided PI SM.. SEWER AxO NCNPOrABLE IRRIGATIONS MA MASO¢RAGEe It AMEN0SONe0AMe CY or ORG.ANI. NATTER FOR P0054044000 OF NIL FI dt em wee...., C Ise Shed Tee NF Type hMs FreEAE rtre . 3 1 15l 512S53 133 l31i 125 0.)5 0.7S OA OA 020 130 115 JL 1 18MLOMATICIORI.RON5101EASNUL BEPOUIPPEO WITH ARAN SENSOR w OF 1sm'E SHEET L1 0 1 PAGE OF DOCUMENT INCLUDED IN PAPER FILE. Cover, Ex Cond, Notes, Typ Sect \C_TTL_62250.dwg 00 W ▪ al gel V1 � e Co al 6: (.7 0 C V• . < a N ° WI w %Q P� n O U gN • x N N IG o E /a o_ Vii I+7 I m 00 Gm N N / o 00 PROJECT TEAM CONTACT LIST OWNER/DEVELOPER WINDSOR LV II LLC 3663 SUNSET ROAD, STE 105 LAS VEGAS, NEVADA 89118 JACK HOLLER 702.433.1551 SURVEYOR LAT 4O. INC 6250 W 10TH STREET, UNIT 2 GREELEY, CO 80634 JASON ALLEE 970.515.5294 ENGINEER OLSSON ASSOCIATES 1880 FALL RIVER DRIVE SUITE 200 LOVELAND, CO 80538 MARK DADEY 970.461.7733 GEOTECHNtCAL ENGINEER OLSSON ASSOCIATES 3990 FOX STREET DENVER, CO 80216 JEFF EDSON 303.237.2072 PROJECT CONTROL SANITARY SEWER TOWN OF WINDSOR 301 WALNUT STREET WINDSOR, CO 80550 DOUG ROTH 970.674.2435 WATER NORTH WELD COUNTY WATER DISTRICT 32825 CR 39 LUCERNE, CO 80646 ERIC RECKEN TINE 970.356.3020 (-IRE DEPART MEN T WINDSOR SEVERANCE FIRE RESCUE 100 N 7TH ST WINDSOR, CO 80550 SANDI FRIEDRICHSEN 970.686.2626 HORIZONTAL CONTROL SEE CONTROL POINT TABLE ON SHEET CT 0 BASIS OF BEARING BEARINGS ARE BASED UPON THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 14 TOWNSHIP 6 NORTH, RANGE 67 WEST OF THE SIXTH PRINCIPAL MERIDIAN. COUNTY OF WELD. STATE OF COLORADO, BEING MONUMENTED AT BOTH ENDS BY A 3 25 -INCH ALUMINUM CAP STAMPED'XING SURVEYORS INC LS 22O98 JONES 1995' AND HAVING A MEASURED BEARING OF N89'14'58'E AND A MEASURED DISTANCE OF 263O63 FEET CONTROL POINTS SEE CONTROL POINT TABLE ON SHEET Cl 0 SEE CONTROL POINT TABLE ON SHEET Cl O VERTICAL CONTROL A S5 REBAR (11O3) ON THE NORTH SIDE OF THE ROAD, ROUGHLY NEAR THE NORTH QUARTER OF SECTION 14. TOWNSHIP 8 NORTH, RANGE 67 WEST OF THE 6TH PRINCIPAL MERIDIAN ELEV =4835 97 (NAVD88) F LOOO ZONE THIS PROPERTY IS A MIX OF ZONE AE, ZONE A AND ZONE X REFER TO SUBSET 13 FOR FLOODPLAIN INFORMATION CONTROL POINTS TABLE POINT NORTHING 100 1423906.65 101 1423894.04 102 1423849.60 10J 1423918.88 104 1423922.4! 105 1423830.58 106 1422872.25 107 1421971.75 108 1421233.62 109 1420276.45 110 1423968.15 111 1423186.24 712 1420758.87 7,3 !479926.55 115 1418667.81 720 1418692.13 121 1420054.36 200 1414426.41 201 1418884.29 202 7433166.58 203 1419936.60 EASTTNC 3180670.80 3179682.05 3177403.73 3178810.69 3176689.10 3175947.82 3175986.84 3176036.55 3175969.64 3175970.33 3181289.24 3181232.30 3181242.74 3181257.81 3177755.52 3176238.20 3176063.33 3179880 36 3163707 83 3165362.2) 3197697.80 ELEVATION 4841.10 4838.82 4814.53 4835.97 4813.85 4839.87 4834.32 4808.31 4801 20 4793.53 4859.85 4853.81 4834.87 482598 4797.02 4789.36 4792.16 4767.82 4799.34 4920.35 4772.74 SEVERANCE SOUTH REMAINDER RETAINED ELECTRONICALLY IN TYLER. CORE INFRASTRUCTURE CONSTRUCTION DOCUMENTS SECTION 14, TOWNSHIP 6 SOUTH, RANGE 67 WEST OF THE 6TH PRINCIPAL MERIDIAN TOWN OF SEVERANCE, WELD COUNTY COLORADO DESCRIPTION CONTROL POINT NO. 5 REBAR CONTROL POINT NO. 5 REBAR CONTROL POINT Na 5 REBAR CONTROL POINT NO 5 REBAR CONTROL POINT Na 5 REBAR CONTROL POINT NO. 5 REBAR CONTROL POINT NO.. 5 REBAR CONTROL POINT CHISELED "X" CONTROL POINT Na 5 REBAR CONTROL POINT NO. 5 REBAR CONTROL POINT Na 5 REBAR CONTROL POINT NO. 5 REBAR CONTROL POINT NO 5 REBAR CONTROL POINT MAC NAIL IN CHISELED "X" CONTROL POINT 2.5" ALUMINUM CAP KS1CP12" FOUND 3.25" ALUMINUM CAP BENCHMARK '392-21 WINDSOR" CONTROL POINT CHISELED "X" NGS "0 1J6" NGS "WINDSOR 2" NGS LAMBRECHT' NGS "JONES" VICINITY MAP NOT TO SCALE' PROJECT LOCATION SHEET LIST TABLE SHEET NUMBER SHEET TITLE C1 COVER AND NOTES 1 C1.0 COVER SHEET 2 C1.1 TYPICAL SECTIONS 3 C1.2 EXISTING CONDITIONS & DEMOUTION 4 01.3 EXISTING CONDITIONS & DEMOUTION 5 C1.4 EXISTING CONDITIONS & DEMOUTION 6 C1.5 EXISTING CONDITIONS & DEMOLITION C5 GRADING PLANS 7 C5.1 GRADING PLAN 8 CS.2 GRADING PLAN 9 C5.3 GRADING PLAN 10 C5.4 GRADING PLAN 11 C5.5 ROADWAY PROFILES 12 C5.6 ROADWAY PROFILES 13 C5.7 ROADWAY PROFILES 14 C5.8 ROADWAY PROFILES 15 C5.9 ROADWAY PROFILES 16 C5.10 ROADWAY PROFILES C7 SIGNAGE AND STRIPING 17 C7.1 FUTURE INTERSECTION STRIPING 18 C7.2 FUTURE INTERSECTION STRIPING 19 C7.3 FUTURE INTERSECTION STRIPING 20 C7.4 FUTURE INTERSECTION STRIPING 21 C7.5 FUTURE INTERSECTION STRIPING 22 C7.6 FUTURE INTERSECTION STRIPING C8 UTILITY PLANS 23 C8.1 UTILITY PLAN 24 C8.2 UTILITY PLAN 25 C8.3 UTILITY PLAN 26 08.4 UTILITY PLAN C10 SANITARY SEWER P&P 27 C10.0 SANITARY SEWER COVER SHEET 28 C10.1 SANITARY SEWER PLAN & PROFILE 29 C10.2 SANITARY SEWER PLAN & PROFILE 30 010.3 SANITARY SEWER PLAN & PROFILE 31 C10.4 SANITARY SEWER PLAN & PROFILE 32 C10.5 SANITARY SEWER PLAN & PROFILE 33 C10.6 SANITARY SEWER PLAN & PROFILE 34 C10.7 SANITARY SEWER PLAN dc PROFILE 35 C10.8 SANITARY SEWER PLAN & PROFILE 36 C10.9 SANITARY SEWER PLAN & PROFILE 37 C10.10 SANITARY SEWER PLAN & PROFILE 38 C10.11 SANITARY SEWER PLAN do PROFILE 39 C10.12 SANITARY SEWER PLAN & PROFILE 40 010.13 SANITARY SEWER PLAN & PROFILE 41 C10.14 SANITARY SEWER PLAN & PROFILE 42 C10.15 SANITARY SEWER PLAN & PROFILE 43 C10.16 SANITARY SEWER PLAN & PROFILE 44 C10.17 SANITARY SEWER PLAN & PROFILE 45 010.18 SANITARY SEWER DETAILS C13 FLOODPLAIN P&P 46 C13.1 JOHN LAW DITCH EXTENSION PLAN & PROFILE 47 C13.2 JOHN LAW DITCH EXTENSION PLAN dc PROFILE 48 C13.3 PROPOSED CHANNEL & DROP STRUCTURE DETAILS 49 C13.4 GROUTED STEPPED BOULDER DROP STRUCTURE DETAILS 50 C13.5 JOHN LAW DITCH EXTENSION DETAILS C14 IRRIGATION SUPPLY 51 C14.1 IRRIGATION SUPPLY 52 014.2 IRRIGATION SUPPLY 53 C14.3 IRRIGATION SUPPLY C15 LANDSCAPE 54 C15.1 LANDSCAPE PLAN 55 015.2 LANDSCAPE PLAN 58 C15.3 LANDSCAPE PLAN 57 C15.4 LANDSCAPE PLAN 7 in Zw I- a O� V)o ta 0 TEL 970 481 7733 www olfaonaOtcCytos aOm NOTE THIS DOCUMENT HAS BEEN RELEASED BYaSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AN0 OTHER PROFESSIONALS AND IS SUBJECT TO CHANGE THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION aSSON ASSOCIATESASSUWES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL) THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVMLASLE WFORMAT1ON IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES KIi8181 stars below Cam Won r s 0 CALL ell SEVENTY TWO HOURS PPoOR TO DIGGING. GRADING OR EXCAVATING FOR THE MAWUNG OF UNDERGROUND ME►BERUTILIT ES REVISIONS DESCRIPTION O a a m G W A e s 0 z c COVER SHEET 4n.R by _ meek. by Wowed w. aroD w — no Siwn8 no 4Me SEVERANCE SOUTH CORE INFRASTRUCTURE CONSTRUCTION DOCUMENTS REVISIONS co IS E8 MO JG 0Td;750 C 771 82250.OAq 0227201/ SHEET C1.0 18' CLITLOT µNR A' MA CUT M11N 19 oAEW 8' TREE LAWN I� 1.50A:VE D AR MEDIAN AND WT1ER SIDEWALK e' MIN IC' NIAX TYPICAL ROADWAY SECTION ID' WTL5T 2.59' CURB AND GUTTER 1e' 12' TRAFFIC LANE 6' BIKE LANE GM' RIGHT OF WAY 4G' FY F1 5' BIKE LANE r I2' MASTIC LANE 1e' 2.50' CLRB AND CUTTER -Ki 8' TREE LAWN 95' RIGHT-OF-WAY 59' MEDIAN ID' MAX, 5' MIN SIDEWALK IV OUILOT FILL 1.50' DRIVE CA. MEDIAN CURB N -I F- 98 RIGHT-OF-WAY 18' VARIES. 2' 'iII _ i1ili(�i /i'ii'i/ II COLLECTOR ROAEUA!AY FULL DEPTH ASPHALTIC CONCRETE 2' AC SURFACE 5" AC BASE 18" GGNPAGIED 505.5 (COOT CLA R BETTER) 5" AG SURFACE 7' COMPACIRD GEST CLASS 5 COMPACTED SURGRAEE (COOT CLASS 5 OR BETTER) COLLEISTLAR ROADWAY' ASPHALTIC CONCRETE MI. GRANULAR EASE FLAG NOTES. COY aF GREELEY VERTICAL FACE CURD AND .TTER O FLUBMENT SECTION, SEE DETAILS ALONE O PROFILE GRADE UNE O 18" COMPACTED SUDANESE PER GEOTEGH REPORT OCITY OE GREELEY DINE CUES MEDIAN CURE END GUTTER TYPICAL RUA64?AY MEDIAN SECTION 811 Aker wR.h below. Call sewn Ae.Eak TYPICAL SECTIONS SEVERANCE CO SHEET C1.1 MATCHLIN NEE SHEET ,1 .4 - f,' , 'tii,R 7t, N / i EXlLSTINv RESIDENTIAL 51OO? .8SON 4) y N N N N I LEGEND 5.30 KEYMAP C1.5 N SCALE IN FEET rcFROF,IRN INF I,r ANN,ATION II, LFMw"n3 aTPIPINO COTO n Fa Fa IJ ENE,ROUNE FIEEF OKI^. mry I. ur, ur TORN,, rr r _ TOP IF,IITFL1FTIV,HAIN FENCE EDI, CIF FIELD CON: kETE F...EWEIT I�ILOINi�CunhE 'Ir, rraT_ Fr B,11 Ikon Nene. Wow. Cal sewn ?�ag EN EXISTING CONDITIONS S DEMOLITION SEVERANCE CO SHEET C1 2 TO ACCESE SEVO�(i \� V { ( f { \ l \ �\ \ \ -1 \ 1 \ \ \ ` ` r -r,- III wairo . RAI EMOVED \ { A \ jTa BE o 7 / /1 ( \ 1 �) i / / / ---- 1 { ALL '''''',75,17,7r2.' ''''', L'£55 PPWTSi t y, I i AMO LIA, SE AE OLEO \ f ( ! I \ I / / J / / / I//I l / I r ( `T I { \ \ V �� { l—i� �� w.u.ru1 �na\ \--nwATCHUNE \\ l r / \ \ •'4 m`5) \ e \ / JN SCALE IN FEET LEGEND KEYMAP au.=* 'CI sc� LITE INT -IRONER, LINE n a Te FL0VAITE FA, CF O,0 OF OMB r,OA_on SIEVE, anion cnnloors SUE LIGEliC , OAS LINE Fa Fo HNLP( R. LNL' TELEPHONE NINE ILLISTAGELS., IRFI6- 11 -IL, I, SIDELCALK CPLIT NALFFENCE ED, SF FIELD LoNEEIENT [[,•N,FAL.tSIPN i c-I�ow� OAT_ T 811 Ikon, ne. below. Call sewn e.ag EXISTING CONDITIONS S DEMOLITION SEVERANCE CO SHEET C1.3 11 1,1a .HL E SEE ; HEET C I.S CONSOLIDATED JOHN LAW DITCH FEIS N FLGWPUAT7 V \ N \ __kW \ \\ \ ▪ l l N } N 1 1 /� I / / -v .`,.. \ /r / `1: ' \ r / &OSP,. DITCH. MUSA U. / IS I \ 1 1 ROADS TO E REMOVED. S. R I s NFOR VEMENT 1 �— I N N N I// A\ ALL SWAUCiURES FINK \ + f -AR94111Rl IYSFRNLES TO V ! ..._ _ 9F REMOLEO - / I \ice ▪ / / A N �' / / 1 ; .___' l \ \ \ N N \ I LEGEND C1.2 KEYMAP N SCALE IN FEET NEETIQUILINE RENNER, _NE ‘NNE,ATI0N LINE_ SOFA NMI NNENREINN m Fa u. AFaidc r n ncFrls I BANK NEVI -PM NEWEL. .NnENe NEENEALMALL FR hkIoATIUNLhE Qum Lil,LLNELK O o IRUN'ELA8TIC HAIN_INK. FENCE fvtlS_TTZVk4tl.CTdLstl�:'bYLs@=. X EX EX EX EX EX EX EX EX EX EX EX EX EX NTEEL PEEI E iN INN G, NI -FIELD Pip[:raivl tN veNU DING Ou eI,E Nto I C1-3 C1-5 811 Ikon Nene. below. Call sewn neNag EXISTING CONDITIONS S DEMOLITION SEVERANCE CO SHEET 51 4 1 \ / / /] 1\ V ,.6AS \ \x__.0.0—� A 1 �`e?° V N VI \ 1 1 l 1 « \ \ 1 \ , V \ \ N 1 \ N // v A A 'ACCESS o;� / I \ ��N 1 A N r N \ / \ N \ N N \ 7 1 N 1 / N� 1 l —' ce rs x \ \I a M.ATCHLINE C1f ALL STRUCTURES, PPYNC ALC£55 POLVT5 A. OT.S., 5£RNL£5 TO ££ R£MOVEO i —6s45 \ / rti ALL SiRULNRES PIPING j /1 ' UnLIT TSFRLfCf5 i0 f OF _ I / 8F RFIdOLEOOLFO KEYMAP JN SCALE IN FEET LEGEND u. ru TEr«;;rA I;r LINE UNDM.2`riMU 0, LINE U�2Fu��2(�I;NI'a-I6Fx OFTIi; VI LMER5a2nI, ID AB[vJI2 LE of EnR6EDWIREIVARE FENCE 6PLIT a ,w[NF'.[ VEGETATION FIF tiF.a`/EL Ph`:EIJE�T rdr E,LEIINC L, I LINE xxxxxxxxxxxxxxxxxxxxxxxxxxx u[raovUT EV EMT= 811 Ikon Nene. below. Call sewn e.ag U U EXISTING CONDITIONS S DEMOLITION SEVERANCE CO SHEET C1.5 Itt3DIA_WeatTrlb_Falcon Pt101AR 14 POND 502. MATALHLINE SEE SHEET 053 iii )17 EXSTRIG GREAT / DESTERN THAL SOHH-4.] south -a. INLET -4.2 (5014PROPOSED FLOODPLAIN 2-45 POND 400 SOH H-43 EY/5/Hrr ELGEAPLNN EN'S TAK; ..7ES Sl1Fi?M01SON N 1 SCALE IN FEET C5.. KEYMAP C54 LEGEND EXISTING PROPOSE] POND BANK OVERTOPPING PROTECTION SIGNED FOR ICO-YR DISCHARGE ARC₹ DR GREATER) FINISHED GRADE WµWRENCY SPILLWAY O W/TRASH RP. TRASH PACK OUTLET PIPE TYPICAL OUTLET STRLICTJRE NOT TO SCALE 52280 528, NOTES: 1. OUTLET STRUONRE SHOWN IS A TYPICAL POND OUTLET CONFIGURATION. DETAILED OUTLET STRUCNRES FOR INDIVIDUAL PONDS WILL DE INCLUDED NTH 11-IE NIXT YITIE IN THE FORM CF PLAN AND HROFILEs mrn xT THE NE SUBMITTAL 811 Aker whnh below. Call mat e.ak O AT SEVERANCE CO SHEET C5.1 Itt3DIA_WeatTrlb_Falcon Pt101AR EAST STREET 0E8T'THLINE� N • 4013, SCALE IN FEET LEGEND EXISTING 101/POSED — — — 5280 POND BANK ,NOPE7, LINE MI 1,-A-41AV a �"��S ErNT 5290 5291 OVERTOPPING PROTECTION (DESIGNED FOR 180,I, DISCHARGE DR GREATER) FINISHED GRADE OVERFLOW SPILLWAY W/TRASH RASH IRA. RACK WTLET PIPE TYPICAL OUTLET STRl1CTJRE NOT TO SCALE C5.1 C5 C54 KEYMAP NOTES: 1. OUTLET STRUONRE SHOWN IS A TYPICAL POND OUTLET CONFIGURATION.DETAILEDOUTLET STRUCTURES FOR INDIVIDUAL PONDSE T YlirErE IN THEN OF PLAN AND PROFILES mrn THE NE SUBMITTAL XT B,11 Aker, ne. Wow. Cal sewn elk GRADING PLAN NORTHEAST QUADRANT SEVERANCE CO SHEET C5 2 Itt3DIA_WeatTrlb_Falcon Pt101AR �RD 4F/ ...."// IdATyHLI J All I! SEE SHEET 00.17IFAIMT; \ A -T=7 memo GMOSIED 0,31) SDNH-2.4) OS -2.1 03T O-F=ET I �NH-31 a IRRIGATION POND \ . HIGHLV.AY TtS2 NLE\z3 GDH H-0.11) N 100' 2®0' SCALE IN FEET LEGEND EXISTING PROPOSED 5280 POND BANK u IovnPiur FA nF -F.vrri�uT RiVEASEdENl IRE eAJD, DOH O_R UNGAVED RIP RAP GNE (DESIGNED NG PROTEC—ON VP DISCHARGE DR GREATER) FINISHED GRADE WµWRENCY SPILLWAY G W/TRASH ROCK IRA. RACK 5200 5281 CUTLET PIPE TYPICAL OUTLET STRl1CTJRE NOT TO SCALE C5.1 I KEYMAP C52 C54 NOTES. 1. OUTLET STRUONRE IS A TYPICAL POND OUTLET CONFIGURATION.DETAILED OUTLET STRUONRES FOR PONDSE T SUBMITTAL PUN ANo PROFILES mrn THE NFxT 811 13en Nene. Wow. Cal sewn ?ak 0 0 w SEVERANCE CO SHEET C5-3 Itt3DIA_WeatTrlb_Falcon Pt101AR N ISO 20SCALE IN FEET 400 LEGEND C5.1 C5.3 EXISTIN ; PROPOSED 5250 POND BANK PROPER, LINE RIMI,DFDVA`( ACT( OF TURD EFSE OF T SICEDALUTP. AIL STALE FLODLINE GL✓ INgW LPN l�Eh 0 ALDIF'„ N:T_INE ONEESIGN NG PROTECTION (DED FM DISCHARGE OR GREATER) FINISHED CRANE EMERGENCY SPILLWAY G W/TRASH RACK -DASH RACK OUTLET PIPE TYPICAL OUTLET STRl1CTJRE NOT TO SCALE 5250 1 281 5 0 um KEYMAP C52 NOTES: 1. CUTLET STRUONRE SHOWN IS A TYPICAL POND OUTLET CONFIGURATION. DETAILED OUTLET STRUCTURES FOR INDIVIDUAL PONDS DILL DE INOUJODO NTH ITT NCO- SUBMITTAL FrE 811 Aker whnh below. Call mat r?oaHq Z Z DL Q d 0 Z O Z A- 201 0 O Z U 0 To � U O � t7 U 0 4 U � W L) 0 U U 0 H W L.O SEVERANCE CO SHEET 054 g o Final Plana \Sheets DV O\0LSS0N ASSOCIATES 41,72 4070 48850 API STA. 3+33 EL- D �A� HIGH PONT STA: 1.71.5.9 HIGHPOINToe STA: 19+84.30 I API EL= 4557,4 = 65.51 LliC- 280.60 `1m 4?rN L- 120 . NR 4590 y F n KEYMAP 47,35 aW �EN 4S 455c 4350 DST. GRAD ® ROAD / / ' " 4R5frOl 484E �p 5 IId EN ' - � 4045 =_ .. rl. �...r�.....:, ., 410 3E - q3R L 4ti45 4023 tWE— !-II PROPOSED GRADE 0 ROAD 0 4200 811 Ikon wh.h below. Cal mat e.oio ,L_ � L - L L. 4013 4870 .2-,,,, - a O w 4825 1n Z O w ? W 1138 212 3180 4!S2 5,03 2,50 R'00 'JWO2 8102 1OlS'E 11!00 12,2, 13,31) 1S 55 EAST STREET PROFILE VIEW 4478 4315 4x„1 Law POINT STA 15+02.13 LOW POINT EL- 4551.28 MI STA.: 1,0105 WI EK= 83 3GO 457'J TVG= 120.00 4,65 4E(S 40511 4RF1 ROADWAY PROFILES EAST STREET SEVERANCE SOUTH CORE INFRASTRUCTURE CONSTRUCTION DOCUMENTS SEVERANCE CO 2018 48.0 — 4010142 ------ GRADE 44 ROAD 0 ' LL i P3na 485.0 - -0 SSG — — GW 4050 PRCFOsm 05000 444000 2 q ac 1 I 49502 4.45 4245 4840 u = 3 '� 4540 ` 12 S 13 40 14+50 15+u0 1E 1,01 17 LE 104400 12x«00 1> GO EAST STREET PROFILE 'JIEIS SHEET C5.5 o Final Plana \Sheets DV O\0LSS0N ASSOCIATES 41.14P fl45 4940 LOW POINT STA: 2+B5.2R LOW POINT EL 4011.88 VP1 EL- s 112003 4048 LW= 4:35 4330 9453 �n EXISTING GRADE 9ROAD O -- KEYMAP 23 0 48-5 o�n 8Q — — - 6.TOW. -- He5 OT E.f o 43'R RRwosED GRADE ® ROAD O 48211 4811E - Lu co CA 4 815 :',V2;7.'"=."-`,-,- _ _ _ - - 1+€Li '+.7q SAW) 4+173 5498 5 -HE 7450 6* O 6+Q0 NORTHEAST STREET PROFILE VIES in,+98 ii +f X7 1�+[Kj I:t Fj0 1:i+,ri0 4,:245 454E 4340 4A411 811 &ex wh.h below. Call sewn aoek 4145 EXIS1NO GRADE ® ROAD i -J f _ _ 4+•55 _ , _ CO z W 4x10 ~' 4811 48.25 -� �~ PROPOSED GRADE 0 ROAD 4 4.923 4820 zo 4,21; 4815 aw w aw ` w 4815 IETEE 10 00 I4 -TO 1540: 1C+IN0 1?+D0 T4+9T 1.109 ?D -SS NORTHEAST STREET PROFILE VIEW 21406 22+00 23 . 24+D0 "54711 ROADWAY PROFILES NORTHEAST STREET SEVERANCE SOUTH CORE INFRASTRUCTURE CONSTRUCTION DOCUMENTS SEVERANCE CO 2018 49Sc 49,4 4i -+O 4.50 454 4345 4E4E I PROPOSED BADE dp ROAD PL wm� 8 ¢� J1'AE' 4635 -----`____ -.� -� ' 455'5 4P3D L0Iw EXISING GRADE :BROAD @ 4iia0 824 s a ` ¢ w ` 48?6 24+pp .5 4,97 .C.00 27+:oq 'M.+ar, eN+5L,. NORTHEAST STREET PROFILE VIE;'•1 e, SHEET C5-6 o Final Plana \Sheets DV O\0LSS0N ASSOCIATES o�Pli 48, 8 a r u PROPOSE') GRADE ® ROAD & + 2i1 KEYMAP O` 49'15 — — — — +015 0 so% -� EXI511NG WADE ® ROAD q l E ZED I .O'o 451O — — 10 40RR 4002 wIo +P05 F01 w4909 N-0013 - - 1+3G 0+G-0 3+NO 4+00 c+00 G+08 7+CJ +30 �S+30 14+38 11 W 11+TO NORTHWEST STREET PROFILE 'FIEW rs 10-54 1330 - I 4851: 43'� i L. PONT STA: 15+58.55 LOW POINT EL- 4809.15 WIITA: 45,30.0 WI DEL: 15+1O1 - 4+Ys,5 / /{{{{// 811 YY Aker.vinh below. Call sewn ea.% ��- �.. � . - i.. .. Leo- 1so, sa $& 452O r EXIS11N0 GRADE 5 ROAN 4 _ '- — _ — 45'2,1 / _.- 0.50% w O W .'4815 n4 L PRCPOSED GRADE ® ROAD Z ^ f t / I 4Hi9 -0D% '" gg gg )..1x 4,110 4010 4 481O 44125 - - - - 510,-4555 z'o 45CN aw z m N Cw Y`° 40511 12+SO 14 •3R 1,1+0G.15+20 1S+00 1?+OC 18+00 19 6] 211 -RED 51013 2+) 221-3+CO 24-20 6+00 NORTHWEST STREET PROFILE %LEW ROADWAY PROFILES NORTHWEST STREET SEVERANCE SOUTH CORE INFRASTRUCTURE CONSTRUCTION DOCUMENTS SEVERANCE CO 2018 4045 4040 4335 I 4O35 423O 4©311 4025 �ENI5TING GRADED ROAD R 8 �Fl M 40325 — 0.605 — 4OO3 4300 441.I, Lu PROPOSED GRADE I ROAD I Flip 48111 3w zIN .. 4411O 24+05 25-Ou 20+00 2J+102 2d +W 7-: Li?) 39+55 50+50 NORTHWEST STREET PROFILE 'IE;'•1 = SHEET C5.7 o Final Plana \Sheets DV O\0LSS0N ASSOCIATES . , KEYMAP 454 HIGH POINT 5Th 9+13.66 HIGH POINT EL= 4.6.66 _ Ol .n...xi. rz.. ri ..eo LVG= 160.00 _ —_ 483-5 _ —9.60% 4 � 19 �«�_ � 1 3344 - - - I. ELL 4575 w / / PROPOSED GRADE ® R,A0 C EwsnrvG GRADE 0 RO. C 4µ;ry K2`J z o 44'>0 811 Ikon wh�h below. Call sewn r?oalq ,,,,_ ,.. L _ L. L L. 4015 ¢IN 4495 +00 2+EY= 3+00 4+1387 5+00) 0+U3 T+i1C SOUTHEAST A+0T 43+041 113 W 11+U7 '12+q11 13+1311 13+51? STREET PROFILE 'LIEW 7 z O 7 ? 4050 4150 4645 wI sL 1aF21a API FL= 4933.47 K= 6].51 LDwWI EL= 4821.23 WI STA EIT812) K= 839] G 484: I LVC- 280.00 LVC- 280.00 4447 I -7. 4546 43i5 r1 4g —� 'B 44'2.`� ROADWAY PROFILES SOUTHEAST STREET SEVERANCE SOUTH CORE INFRASTRUCTURE CONSTRUCTION DOCUMENTS SEVERANCE CO 2018 4530 5555- -- - SS Nd 3S a$ Gd 4030 4525 PROPOSED GRADE ® ROAD ¢ 09 EXISTING GRADE 0 ROAD — gg grc, . 4315 j9S 413213 wlw _____ > — — 4325 4015 ? -w m 0 4115 12+5.0 13+00 I4-011 1S 00 1,1 00 17*1)4 11+)) 1S+S) 5[1+64 51+00 SOUTHEAST STREET PROFILE 5IEW E. SHEET C5.3 o Final Plana \Sheets DV O\0LSS0N ASSOCIATES 4215 KEYMAP 4714 4514 LOW POINT STA', 4+83.22 LOW POINT EL= 4741.90 VPI STA 5+16.37 051 EL= 4791.56 IS= 73.08 4 i' Ol E 4495 49+2 P k1 +� li PROPOSED GRADE %ROA➢ 45% 45�li) 47-g&r' F;',11.2, ll d .0 r, d 47,15 —0 em J — — — EXISAND GRADE ® ROAD Bore war. below. Call moo rook rr,_ r L _LL L. 4760 — 4740 4?Z.5 .. w 478= 1+04 2+06 3+Y, ++PJ 530 6+C0 7+00 '3,53 5+03 10300 SOUTHWEST STREET PROFILE VIEW 11+"j0 12+00 13 DO 13+E0 CA O - VI ELLel 4,3225 48'5 4820 HIGH PONT STA: 17+76.39 HI. POINT EL= 95.39.35 WI STA: 17+50.95 VPI EL= 08.45 0= 722..61 LOW POINT STA: 23+17.66 LOW POINT EL= 4895.64 MI STA 23+05.12 WI EL= 4065.27 K= 2294 4'i,20 -.1 431E 'mg 4,313 481P. SsA 3S mo Lt. Nd �"'¢w N��J 4E 1 " .• ROADWAY PROFILES SOUTHWEST STREET SEVERANCE SOUTH CORE INFRASTRUCTURE CONSTRUCTION DOCUMENTS SEVERANCE CO 2018 4 -9.75% ogol, 48r', _--, Oki 4riE'.0 1.a5x PROPOSED GRADE 9 ROAD IXlsrwc GRADE ono Q_ � M1 — 44i V1 4?a5 zl w 4795 12+5+ 1:1+OP 14+147 15+00 13+00 13+OC 1P.+0'J 1+ 46 20+00 21+174 22+Cj 20*51) 24+01 2L+00 25+50 SOUTHWEST STREET PROFILE VIEV,., E. SHEET C5.9 o Final Plana \Sheets DV O\0LSS0N ASSOCIATES 482 4826 1515 HIGH POINT STA, .5413.1.94 HIGH2 5 I TA,EL= 6-10277 K= 97.63 POINT EL= .18C0..51 N WWI T, ...2 00,1 K= '0954 1810 LVG= '90.00 L.= 200.00 4)1'1 m4 F6R.m rv� 4511; p mi a �o 405) o - 510 SN ag 00 �� N� KEYMAP 401`5 - �d oPogo GKAOE ® ROAD — gg — — gg SS o soa -i�zv a6o� 4., _ __ -- _�_� -- - 40) 4714 f z o 4715 - 0f o 475,1) EXI21122 GRADE ® RCA) 0 1' — til 4741):,'/,';-' - - - — E II EL, 1201) 2+0u 3+115 <+20 0+p0 7+JR Y220 520;1 101-513 )055 15*55 15 CR 12 511 WEST STREET PROFILE VIEW 4021) 4-211- 4513 4315 811 Ikon whnh below. Call moo pu eib ,L_ ,.. L - L . 42111 4410 PRGPOSEo GRADE 0 ROAD 61 Z O 453:3 osox 411:15 4.666 -- --- 4605 4755 < w < DO 1'NG MADE ® ROAD z 4" 473-5 _Lo — ci, — Lo cn 4750 12+5u 12 CI 1 14 00 15 W 13H%0 17+110 16400 1p+U0 _ry1*51; 51+173 22 CO 2S+CU 24 02 74+511 WEST STREET PROFILE VIEW ROADWAY PROFILES WEST STREET SEVERANCE SOUTH CORE INFRASTRUCTURE CONSTRUCTION DOCUMENTS SEVERANCE CO 2018 4837 a 0 44:1") 4825 °¢4 4525 Lvp 2010 4c:4' 1 — — 4'17 471,5 wPROR.. GRADE 4. ROPD 1.50� i 4315 4410 SS gS — — —ENSnNc /4-\ i' J 481) :i0.: 1V w GRADE 6, ROAD RO -1d,15 ..11I ?m 4r'Okl L E. _ 23jN _++lu 20450 'e6+09 62 .0 29490 3�+0 zo-o1 ;.i,6 32+41 0.2+45454 WEST STREET PROFILE VIEW _p SHEET C5.10 .:rc O\0LSS0N ASSOCIATES �NG LANE _ = NFIWRAIIIXJ T9 REIANN W AR 21 12' THRU LANE RIGHT THRULANE TAN LANE 1212' 12 THRU LANE IN 0 O 12' RIGHT NRN LANE T HIKE LANE T BIKE LANE INTERSECTION 7 OF L4 WCR KEYMAP I� 21 & IICTE ,scaRrEs ell,FCP RE, I. rc:: ['=rnm. usm EST STREET g ° SS: T BIKE LANE — TNF - Aw,mcHFN-wvrFNI..,-NON OK -NI, q AN t.,;a un., �� r BIKE LANE_ _ _ _ .. J7 I Ikon wR.h below. Calloroot gook NM L,AEa�nLR� 'J E 0, Z V1 Ill cf HIKE LANE ¢12' RIGHT MIN LANE 12 1HRU LANE ` 12' THRU LANE 12 TIHRU LINE — 12 hIRU LANE THRL. LANE Ti RU LANE 12' THRU WJE — — — —12' T BIKE LANE -II INTERSECTION HIGHWAY TAN ]' BIKE LANE OF WCR 21 & HINY332U �2 1 BIKE LANE qHI 20 7 HIKE LANE \ FUTURE INTERSECTION STRIPING SEVERANCE SOUTH CORE INFRASTRUCTURE CONSTRUCTION DOCUMENTS co O U W Z W in ¢ 12' RIGHT NRN LANE 12 THRU LANE ` / 12 THRU LANE 12 LEFT MEN LANE.. 12' THRU LANE 12 TiRU LANE — 12 THRU LANE 12 IHRU LANE / 7' HIKE LANE - HIGHWAY :A)2 T' BIKE LudE INTERSECTION OF HINT 352sc IC & SOUTHWEST STREETSCALE O Tf 1. ED SHEET C7.1 MATCHLINE r EEn l7 T BIKE LANE 7. BIKE LANE I TH. LANE 12' THRU LANE 12' LEFT TURN LAN, 12' TNRN LWE 1T THRll WJE 7 BIKE LANE J 2 RIGHT TURN LANE, ]' BIKE LANE gr H� T BIKE LANE 12 RIGHT TARN LWE //—r BIKE LANE ¢c B,ILT 1,11 KE lwP=�c µl Cn V: Flu 2HovJ -.. A WI, Tr, S:'w[r_'uT-HT w[,csNNFun,T us dTNF i.u'IG Ir:ras:,TE nv. 12' TRN LANE 12 THRU LPNE 4. 12. LEFT -11JRN LANE THRU LANE j2 IFVRN LANE 7' BIKE LANE INTERSECTION OF HOLY 392 S/lfl &'CR 20 T HIGHWAY 362 BIKE LANE C34517.1134 .1,111E1 811 Aker w.h below Cal EOBO*e YEu ft REVISIONS FUTURE INTERSECTION STRIPING SHEET C7.2 SEVERANCE, CO MATOR LINE „EE^REgro7� INTERSECTION OF 'NCR 25 & SOUTHEAST STREET KEYMAP NLII THF -WIDFNINOCH,NN-;N THi5=i AN FI'iI ETCLSECH EOM,. LTA, LCCA 811 Ikon whnh below Cal mat O.ft REVISIONS FUTURE INTERSECTION STRIPING A, Z C O C O_ x c v O F U � w z U p z U F A, 4 N N C SEVERANCE, CO SHEET C7.3 7' BIKE LANE 12 THRN LANE 12 LEFT NRN LANE 12" THRU LANE INTERSECTION OF 'NCR 23 & EAST STREET �N= ANON 72 7' BIKE LANE 12 RIGHT NRN LANE 'AIM 23 12' NRU LANE 7' BIKE LANE KEYMAP - .Nn wvFc=uT�,.Ir=NINr-=ur."�. vN T-IG>I AN ? E 12LEFT WINI ANF 12' THRU LANE r BIKE LANE 12. RIGHT WRIyISNE_r F LANE 12. LEFT NRN 1212 NIRN LANERII LANE INTERSECTION OF WCR 70 & NORTHEAST STREET O WCR TO Y BIKE LANE 7 BIKE LANE 12. THRIJ LANE 12 LEFT NR,I LANE 12' Ili. LANE T HIKE LANE J/ 12 RIGHT TURN LANE za rc� 12 THRU LANE 12 LEFT NRN LANE 12' THRII LANE ORI IIl%'ESTS F E INTERSECTION OF !NCR 70 & NORTHWEST STREET - 7' BIKE LANE fk CCVSITUCTICV 811 Aker,nn Wow. Cal mat pu ft REVISIONS FUTURE INTERSECTION STRIPING SHEET C7.4 SEVERANCE, CO 7 BIKE LANE 7' BIKE LANE LA' 7 WEAN 77 12THRU LANE 12' LEFT TURN LANE 12 T1RV LANE T BIKE LANE 7 7 KEYMAP wo=VENENT CENnic oN >`FLU viuT,T-PT,-Rrv. nl-sr sl o vsr�Nran.-N col C, ,IdA WILL PE 9]ILT VIRH'H=5E'.T-EE MEE, SHOAL, DENSER A A 7' BIKE LANE 7' BIKE LANE 12' RI NRN 12 hiRLI LANE jr17 RILHT NRN LANE 6 / `7' BIKE LANE 7 BIKE LANE J II 7. BIKE LANE INTERSECTION OF 'NCR 70 & 'NCR 23 fk MST. VILITYLCC, IIIELOMTIM OF C3.17.1134 ,CreillIES. 811 Ikon whnh below Cal mate. ft REVISIONS FUTURE INTERSECTION STRIPING Z C N C_ x E v O F w Z U p z U w NO -7 N Z N C C SEVERANCE, CO SHEET C7.5 7' PIKE LANE ]' BIKE LANE 12' THRU LANE 2 LEFT TJRN l Alf o 12' hIPLI LANE RIGHT TARN LANE+ Ss PIKE LANE BIKE LANE - bl r BIKE LANE M'GR 711 7' BIKE LANE 12THRU LANE— KEYMAP rPE EL PHASE iiint 1SUI train I HE Atcrnarat DAIIN!) iI EIFAH-. ISIM, - ��12' LEFT TURN I AWE AL THIRLI LANE U T BIKE LANE INTERSECT ON OF WCR]0&WCR 21 SCALE 1' fin' BIKE LSNE aLL 2-ATLT r'21, 811 Ikon W.'. bebm Cal mate. ft REVISIONS FUTURE INTERSECTION STRIPING SHEET C7.6 SEVERANCE, CO Il_Work NopStote Plane 2017_202 ..57AVG .TWIN L4W DITCH LF / EXISNG GREAT WS -TERN TRNL CONNECT TO EMSTING VIATERMAIN WGR TS 12' PVC WATERLINE SENH—E1.o) / LIGHT POLE SPACED PER CITY /DE GREELEY STANDARDS (Tm) G PVC SANITARY SE (SSIAH—S1_0 PVC SANITARY SE E RAT WATRTLIN FIRE HYDRANT SPACED PER CITY OF Y STANDARDS (TYP) IS PVC SANITARY SEVER SSA1N-017 LIGHT RUE SPACED CF RcREELEY STANDARDS(TAP) EXTSTINLA RESIDENTIAL su81 /SIL`N SS 11-A291 P,A1 SA ITAR SF I 12 IRRSNRPPLIYN 12' IRR SUM 12" IRR SUPPLY' /{ISIH-11,1) 12" IRR SUPPLY' 6 PVC NON-PATA0 12. IRR SNPPL KEY MAP C84 N SCALE IN FEET LEGEND EXISTING PRCPCYSELI LINE ]VYtTEP,ECTICA LINE ILANESAII‘T LINE IN,CIPNCAD Pow., oNOEt IARLIJN ; lm: r, nn,r c LINDER1,2,NLI I-LEP-IONE WINE LPN NMI, NLtF nu,.J INYIV AIIxlLULt Y'AY PANCELI,IN,LIIIAL LENGE IPONkLA9TICY.-AID LIN<FE.,.E PP -IT nV_PE., FLARED FENJ.ECTION ININTPR B PEE NA El NIL ,LT CAW NEFIB n NP Ai FF 1F., AI zit v,„ O U Ja 0 811 Ikon Nene. below. Call sewn e.ak TA TV H U O TA x H 4 k L.0 p U r1 w w ¢ w H l7 � TV TA SEVERANCE CO SHEET CR_1 Il_Work NopStote Plane 2017_202 SSIAH-A2. E PVC SANITARY SENE SSHH-A2,9 " PVC SANITARY SEWER 5P P2 V" RAE NCH -POTABLE WA1FR1 WF S PVC NON-OTAEL WPTERNN PVC NON -POTABLE WATFRIINF SS H-.4.21 19" PVC SANITARY SEWER SSFAH -AS S9.01 -AS 12 SSHH-A2.23 SEAIH-A2.22) N PVC SANITARY SE9ERI SS H H -AG LIGHT SPACED CITY SSHH-A2.2D SSHH-A2.19 551AN-9.2.I C) 3014H-4217) FAST PET 55H H-A2.IS 2' PVC WPTERLI SSAN-AZ.I5A) ATERLI SS H-.4.214 PVC NON-POTAB WATERNNE 5SAH-.4216.1 SS -AS IP SSNH-A2163 CONNECT TO IC _,Z71 - IAN INTEER20 SECTI. J OF HGREELEY STANDARD VC NON-POTAEL WPTERNN EAST STREET SSIAB" PVC SANITARY SEVER' M1AtTCHLINE 5544T Co F' PVC ATERUN KEYMAP N SCAE IN FEET LEGEND EXISTING PROPOSED ,NEAFICE LINE C= 0 NAL OVERHEAD POWER ONREROPC,D POWER urAcER,RourmFIEER OPTIC LAN LINESPRGRCLINOt!a'_'ILEP:LIE f OF PFYIK NL tF AEll SEW LIJATERLIAF ER EI .InfIE L Y LY P•-LMNPE9P. SARBER,IRERME FENCE RiO F[ rFFNF 9T:RN IFIANHOLE ILIAT'a CV.��O TIIUV'.,5T 5l T+1v IER ETIB YCP5IO P[T[yO t A.ILO5 Ch. El VII CI, Zw O U o Lin Ja 811 Aker,nn below. Call sewn n..ak D EC SEVERANCE CO SHEET CS 2 Il_Work NopStote Plane 2017_202 L SSIAH—A1 // // E.A ATC HLF SEE SHEET R S I (SNHA2O S WATIERUN Os. IS (ISCH-6.8 5 PVC SAN TAW! TFRI INF SE KIER: IRR SUPPL 12 112 IRR SUPPLY NH -P23 I1 5 PAA SANITCR Ir (IDAH-6.6 1.1H -Al 4 SANITAR HISHRP.'AY AH2 {SSW P24 (SSW -AZ S S PV SANITARY SEVER (sam-A2.5.1 1,0 SANITARY SEWER (SSIAH-A1.5 FIRE HYDRANT SPACED PER CITY RE GREELEY STANDARDS (TED} 8' PVC HON -PC -TAM WATERLINE 2 IRR SUP, SS H H -A2.8 ID PNG SANITAR sF 6 P., NON-POTA5 WATERLINE SNH-31 HCHT PCIE SPACED PER CITY OF GREELEY STANDARDS ITYP) 12IRR SUPPLY PV r scNITARr srwFry 2- RR SUPPL SSIH-A28 IS N H-51 PVC S NITTOV SEWEPI ss 95 (SSCH-A1.3 PVC NON -POTABLE AIERLINE ESI.STINA St S KEYMAP N SCA. IN FEET LEGEND 5,II ,acr.Ear• LINE ,NNE,IIM LINE ,EAD POWER IINDERC,,D P.M IIIn nPUN[=R 3ROLND ,DLE P: ;Pnr e;wu I C81 C84 PROPOSED LNI,NIZ rrInRYV�\IVn ll IFLCIODLY BARBED ,IREWIRE FEN. Fr_CF'pF IFI Fl EN, ICN mr,, HAUHUI u�14 S 1. nVII IN, 160,1 S 811 Ikon,nn below. Call mat rNak D ED UTILITY PLAN SOUTHWEST QUADRANT SEVERANCE CO SHEET CS_3 Il_Work NopStote Plane 2017_202 r IRND { SANITARY SESE (NSMU-A1.N SS I `1 0 SS ss ~IwF PVC HANIT.y sEUEI{ (SSHH—nt10 LJGHT PDLE SPACED PER CI, OF F EELEY STANDARDS (TIP) FIRE HYDRANT SPACED P. TM OF cREELEY STANDARDS (T1P) I�--------- HICiHYu'AY 39? s;G f(SSHH-AI.11) SS MATCHLINE ALE , FILL I _ CS.= TSAR -AI is) r -(BAH _Ai •E , I 10 P,C SANITARY mid I 55 EXISTING as S O 0 KEYMAP SCAE IN FEET LEGEND sneRR-fr• LINE 1NNENAIINL. LINE OVERHEAD ▪ POWER UNDERURC LIN0SCSAER UNC=R, 0UNU,AILE P: M0RII SPIES WATERLINE NON-LNDLES P.LM�PCAIND SLI ELY PARSELDAIESSARE FENCE ARTIC.C-AIN FENCE STEEL EEN,E PC, DE SPIN ION STSPIS HANHCI CADI—FEN ▪ IDLE TELEsH0NE PEDESTAL EL=LT,ICTHANSFC,S . PROPOSED NAN 811 Ikon Nene. below CAI sewn ess,,, CT D DR UTILITY PLAN SOUTHEAST QUADRANT H U d O d x � U O � t7 U CT 4 U � W W H t7 U DR H H W CT U SEVERANCE CO SHEET CE4 .\C S HOD 2250dxg PROJECT CONTROL SEVERANCE SOUTH SANITARY SEWER PLANS LEGEND EXISTING PROPOSED 2, O TECEIE,N LINE ARREXiTCM.INE RI0 L0:AIN A EDOEOF P.EITENT , TORO nNrGa:rvsE LIFIDEF,GI ERNN,,..C FIBER CT I F: UNITES:3,LN, TELEPHONE ARE TOP GS RANI" 5=nIIFiY5 �.'�tY. NON.MO .,-IMATTP I INF FE N, ` IRONFL, TIE LINK FTNITT VOCE FES,E ST, HAIL Fl PGENSI HOLEPCTIOLEE coMFF SAUL V3, :`lam ER BEND' G, THRUST BLC:0 HITT HOTTEST S+NITA V HAHN, F UR SECTION 14, TOWNSHIP 6 SOUTH, RANGE 67 WEST OF THE 6TH PRINCIPAL MERIDIAN TOWN OF SEVERANCE, WELD COUNTY COLORADO VICINITY MAP NOT TO SCALE MD WATER KR.: WITH ADEQUATE CASPER SERVICE UNE LENGTH FOR FUTURE MEIER PIT CONNECTION AND CAP 2' BEYOND 'BEVENDEASEMENT ST. WRIT OF WAY ET FL PROJECT LOCATION EASEMENT LINE SEWER PAIN SEE PLAN FOR SIZE CORER WIRES OF GREELEY SANITARY SEWER NOTES ANDSSECTIONN02731 ASNTTUYOF SANITARY 5 SANITARY SEWER EVER SINTERS RC CE TS"-, SYSTEM ' IN THE ALL C,ARLY PITH SITE PLANS CITI OF ON SOEY'S CCNSTRUCT0+1 SPECIPICATICNS CF SANITARY SEWER COLLECTION SYSTEMS. UNLESS OTHERWISE SPECIFIED ALL MATERIALS SHALL BE IN ACCORDNCE'MTH SECTION 32022 IPOLYNIN, CH LORIDE (PVC) N P EESMRE PIPE IN THE OTI OF :LET'S CCNsmucnaHsPECIFICATICNS CF SANITARY NEWERCOLLECTION S,IEMS. 3 CONSTRUCTION OF SANITARY SEVER SERVICES SHALLSECT.' 02732 "SANITARY SEWER SERNCE LINES" IN THE CM CSF AREELEYSCONSTRUCTION SuECIFICATONS OF SANITARY SEWER COLLECTION SYSTEMS. 4. TESTING OF SANITARYSHALL COMPLYSECTION 'TES TING SANITARY SERER COLLECTICNSYSTEM" INTHE CITYOF GREELEY'S cONSTRUCTON SPECIFICATONS OF SANITARY SEWER COLIECTON SYSTEMS. 5. TYPICAL SANITARY SEWER SERNCE SHALL BE PVC SCR 35 PIPE. (2.3 3.13) 6. SANITARY SEWER LATERALS SHALL TERMINATE ID FEET INSIDE THE PROPERTY UNE UNLESS OTHERWISE NOTED. ]. SINGLE FAMILY RESIDENTIAL LOT SEWER SERNCE LINES SHALL BE AND TYPICALLY LOCATED ME DOWNSTREAM CF THE WATER . R1ACE UNLESS OTHERWISE SHOWN. B. PIPE LENGTHS ARE 2D AND MEASURED ARCM CENTER OF MANHOLE TO CENTER OF MANHOLE of STORM OE W LOCATION 6 NW -POTABLE WATER UNE SEE PLAN FOR SIZE 5' MIN COVER, ]' MAX DEPTH WATER MAIN SEE µ COVER, PLAN FOR SIZE 5' r AX DEPTH COL!. LCCATION:TYPI CALSKEET E. -IGNI SW eel L.1 Tab e SHEET NUMBER SHEET SUB.. C10 SANITARY SEWER P&P CIES COVER SHEET C10.1 SANITARY 1. STATOR 1+00 - 3+00 CID, SANITARY P STATION 13+00 - 25+00 CID.R SANITARY 1: STATION 25+DO - 3]+00 CII,L4 SANITARY 1: STATI. 37+63 - 43+00 CIO.3 SANITARY 1: STATION 49+00 - 50+00 C10.5 SANITARY 2: STATION 1+00 - 13+03 0107 SANITARY 2: STATION 13+00 - 25+00 CID..3 SANIT.Y 2. STATION 25+00 - 37+63 010.9 ...NIT.), R STATION 3,00 - 49+00 C10.1D SANITARY 2. STATION 48+00 - 5B+DO 01211 SANITARY *i STATION 1+00 - 11+00 10.12 SANITARY 3. STAR 1+D0 - B+ED 010.13 SANITARY 4. STATION I+00 - 11+00 01014 SANITARY 5. STATION 1+00 - 10+DO CI0 , SANITARY 6' STATION 1,00 - 14430 OMIT SANITARY El: STATIC,' 1 010.1] SANITARY 8. STATION 1+00 - 10+W 010.15 DETAILS 811 Akan whnh below Call sewn pwalq SANITARY SEWER COVER SHEET SEVERANCE CO SHEET C100 O\0LSS0N ASSOCIATES I / EX -1 CORE DRILL AND CONNECT SANITARY 2 S5H H -A1.2 MANHOLE TO EXI-FDA STA: 1650 000 N, 1421215W4 E 1421215.841 . 0 SEE SHEETS CI66-01816 \ 4 1 \\ 48 HH STA: 11+15.10 OW' N: 1.806.414 E: 31]680&099\ KEYMAP / 2600 O 4+00 � \ I +90 1 8+00 7+6R H+00 9+00 � 10 00 11 00 12 00 roo / N / \ E: 31761 W.225 \ \\N SSHH 3TA M3+40.55 0.00 N: 14218]],295 E: 31]9269,48 l SS1AH 01H S 763012, 46" 0_00' A N. 1429]6 SJ9 I [o \ \ E. 3126S-32.477 / // PRON.. \ \\< I 0 / PRCPFL008PLNN H FEET SCALE \ \ N. 1 I I \ \ I SANITARY I PLAN 'JIE;^f ell Ar"' &ex.e r. below" Call sewn w.ag 4577 4410 CO z 0 1605 wG� < R hi =6n �,',a 1�,a 7405 dit'10 PROPOSED GRADE 0 PIPE GRAVE ® PIPE 4_ 4n�11 4770 !� ` / � 1fA_ __—__------ �E»STING —_ ___� —� -- T T 47a= 47,:1 ---,Mr" GROSSING BTP: 3+24.31 \ PROPOSED CHANNEL ® PIPEau 4,40 SANITARY SEWER PLAN & PROFILE SANITARY 1_ STATION 1+00. 13+00 SEVERANCE SOUTH CORE INFRASTRUCTURE CONSTRUCTION DOCUMENTS SEVERANCE CO 2018 a 15" P 0,18X 36600 IF 15" PVC 0 018% +A5 36928 1F 15° PVC 0 6.18% _ 36&08 -- -- -- -- _ 4705 196.65 LE 18' PVC 0 0.20% 4710 — SAN PER TARP SEWER TO BE INSULATED CITY 8F GREELEY STANDARDS 4750 +775 ma _ _ —. 4775 770 4 mpw m m m2 470 +755 bli zwkH H H 4,15,5 1+U0 2+0ir 3+1n 4+IY.) 5+W 5+011 7+214 1400 0+I)V 16 M. 11+(10 12+0.1 13 SANITARY 1 PROFILE VIEWW 0e..] 13 *:}'.) z�5 , E. SHEET C10.1 O\0LSS0N ASSOCIATES 13-00 IKEYMAP 14 6 15 D0 16 0 17 00 18 NO 00 20 60 1 00 22 00 23 09 2 00 25 25 ERE :EEO I - E.f.n, .,xi. ._. ri ..o I 100 ELL SSdH A1,1 28 . H -A14 48' MN STA: 18+90.13, 0.00' N: 1419956.462 E'. 31]]345.341 \ SSIAH-A1.5 Q.. IV STA: 22+8213. 9.9a N', 14196]6.456 E: 31]]613.903 Goal, IN FEET I SANITARY I PLAN VIEW811 &ew whnh below Call sewn neNak ,u_ _ -• L. ,.. L - 4210 421:; fn Z O 40115 _ .4a 489.5 48171 GRADE ® PIPE 4 u,� .710? 4744.. — — f �EXISIING _ - - 4744 4720 47411 SANITARY SEWER PLAN & PROFILE SANITARY 1_ STATION 13+00- 25+00 SEVERANCE SOUTH CORE INFRASTRUCTURE CONSTRUCTION DOCUMENTS SEVERANCE CO 2018 35500 LF 1Y FF. ® 0_22% 388,06 LF 12 PVC ® 0.22%F., 35972 LF 13' 700 ® 0 .1 H% 72100 1F 15' 940 0 8.18% - 4725 47715 - 4784 47211 47775 4775 4770 47'3 4745 N -_ 4945 12+44 13 O0 14+02 14+03 15+ -OS 17+25 18 221 14+00 20+0(3 21+20 22+22 52+202 24+90 25 0„ 22+50 SANITARY I PROFILE+IEW F a L' E. SHEET 0102 O\0LSS0N ASSOCIATES F Li O I $ ! SSIAIAI.B �G•Z: I r EE 1n9.ea25I0 HH 8.1 KEYMAP r z 1 1 InLE LI r 1 IN .0. Poor REL.._ D II gj 55NH-41.7 0 .00 3,75,52,5„ — — S5NH-41.S 41 IAH 3179612500 138+100842 81 ; Aker wh.h below. ., moo gook I 31-0 321506 3400 31100 31-00 37 60 I SANITARY 1 PLAN 'JIErFI z z > W 48.15 - < dr i +815 4010 H urc x - y ¢ r +019 4805 EXISTING GRADE B PIPE q ` +80 4909 PRCP08E') 45+56 ® PIPE r�>• ' --8 4000 SANITARY SEWER PLAN & PROFILE SANITARY 1: STATION 25+00 - 37+00 SEVERANCE SOUTH CORE INFRASTRUCTURE CONSTRUCTION DOCUMENTS SEVERANCE CO 2018 — — — — — — � _ _ ' _ +791 WAIERLIPal 00+890886 STA: 2S+8 -. NOH-POTABLE -----=ER 2T+m.20 50.84 LF 10" PVC ® 0,29% 4790 `� N .9,33 or 12" PVC ® 4.25% 450.00 LF IS PVC ® 426R _ _ 4700 8.06 or 12" PVC ® 0.225 4705 +785 4780 �9 YY nY +185 4775 Og 4- II F7' z 1 u +77i 4770 2" z w D 3 II w 4770 24+50 25 [10 20+00 27+30 20+511 29+03 39 00 3 01 .3 1+02450 33405 3++02 35+00 30+011 3?1INl 27450 SANITARY 1 PROFILE +107,,1 V w t a N SHEET 0103 O\0LSS0N ASSOCIATES z,N w =,1,0 37 00 38 00 39. 00 40 06 41 00 42 00 90 44 00 45 0 45 00 47 00 48 00 KEYMAP rl P. N 40 06 eo 5 46A1M. 445 0.501 STR 39 7446 0,00 5Th 44+24.46 MO'G STA 4.74.,D. N: 1419117.115 31]B9824nn MALE N FEET 0 D II ..r. n.. n... .,L 14 1414110.434 99 G 159S21µ0 4114.0. 4-79 I SANI TARP 1 PLAN vIEO ell 13ox wh.h below. Call sewn gook 40020 I " " m 4020 S Z O ? .14 fici 4815 4719 HHrc IXISTINC GRADE ® PIPE PE — HHrc 4817 4890 PPGPC6EN GRADE RI PIPE 440~7 SANITARY SEWER PLAN & PROFILE SANITARY 1: STATION 37+00 - 49+00 SEVERANCE SOUTH CORE INFRASTRUCTURE CONSTRUCTION DOCUMENTS SEVERANCE CO 2018 479, 10" PVC a 028% 4795 450.04 LE DP PVC 0 0.05X _ 450.09 LF - 4`100.00 LE 1 o PVC ® 9 2s4 - 4774 4799 4740 - - b. 47155 47810 77 47100 477a III Kg 3w III 3w III 3w 4773 .300D 37 9'] ,,3+9p zg+OD 47+00 41+90 42+00 4a -,bb 44+00 4a+0,7 45+3C 4'+3p +8+00. 49 SANITARY 1 PROFILE VIEW 00 49+5k7 zIw w < IN - w 5 N SHEET 2104 O\0LSS0N ASSOCIATES 48 00 y 49-00 KEYMAP NI' I 50 90 51 0D 52 DO 5 DO 54 0 55 00 56 00 57 00 58 00 ®e Il C. N: 141912.44]] SCALE IN FEET :'r,' - _ - -, EL, 55NH-PI.11 510. 48" 9H N: 1419117.114 E 3179862480 , I SSNN-.41,12 40 N 5,µ53+24.49, 0 CC' 5; E, 31160412458 5.8-41.133 48 uN 5.14, 57+74.46, 0.00 E, 3100562.447 E 31098].958 I SANITARY 1 PLAN VIE '/ ;,1, Ikon Nan h Wow. Call sewn e.ak L. 4020 IP o o 407'_;1 Ln z 0 w 4015 EaG w E,,] „ it 4815 4910 0970E 9 PIPE 0- 4610 4345 T9519150 fl— 4505 452, / II 1 SANITARY SEWER PLAN & PROFILE SANITARY 1_ STATION 49+00 - 58+00 SEVERANCE SOUTH CORE INFRASTRUCTURE CONSTRUCTION DOCUMENTS SEVERANCE CO 2018 PVC B --I 450.00 LF 10" .2b: - L1 05467 LF 10. KC 80.28., Ir r-- 4]P,5 -- - --- --- 7fx5 4749 4747"1 4755 4]55 475x1 477'1 4775 3w 3 47'.5 44,5U 4 W +00 51+w 52+00 53+07 54 IYJ 54+0p 55+OG 57+05, 5E+v0 SANITARY I PROFILE VIE;^! taIN SHEET C105 1+66 40012 42.05 4-100 4 4790 4730 47.40 N: 14210]5.915 - � E'. 31]6210.991 48 S". 3178266 672 3+00 91 STA,3.91-420 µ4+54 84 9 14010.6. E: 31765]4.694 00 5TR_Ef 6+p0 T SANITARY 1 per` - S. SHEETS CIO .1-610.5- - - - _ �}. g 304 84 L'. 15' 940 91 1 1 1 l� SANITARY 2 PLAN LIE N PROPOSED GRADE N PIPE E E95TING GRADE N PIPE 4 450.00 LF 15" P5G N 0.499 STP: 9+04.84, 0.60' N. 1421018.293 E. 3177019.823 4.5040 LF 15" PRO N 6.499 4810 48,00 48.50 4795 4710] 4785 475,1 4'75 4770 471 12 ON 13+50 1-74 2+50 +?7 4+,]N 5+55 C+011 ;+07 SANITARY 2 PROFILE OIEW 0O 1C+0 'I2+011 i KEYMAP N SCALE IN FEET 811 .71 13ex Nene. below. Call sewn w.a14 0 10 SANITARY SEWER PLAN & PROFILE SANITARY 2_ STATION 1+00 _ 13+00 SEVERANCE CO SHEET 0100 O\0LSS0N ASSOCIATES u\'-'14 / i KEYMAP - �' SSNH-82.8 4-24. PAH '/ •} - EIfeo .n...xi. rz.. .r4. .. ` as'µ I+2oe5 sT E 3„),3N �� N N / 12 00 'NE.�T stn: is+ss.ls, DM' N: 1420916.567 E: 3178054.784 - - 2a `„"TFEET J _ _ J Op ,1\+ '/� ' P4 pN 1 — 15 a — ' ? oo E;sIN-827 48'NH SEA: 22+34.55. 0.W N: 1421004.]5] 31]8324,]99 SALE N FEET 0 _, o II - - — 1 as +E: Vs „--- 0 sIL 71-90 _--------- r-----------. 11}r♦ a s�8190 es9 111 A 1 548 0.00 qEL, (.3IM SIN -A13 ` l z 811 13oh below. Mt..- ,.. goat, "- ' ` - -- ` L..48'e, N E: 317n92,357 82N5 I F 5 1 SEE 91E£TTG10.14 ri‘Call \ JIFF, SANITARY 2 PLAN 'JIFF,'''', w o W IY -,� n h� I tl2sti 4,15 =allaEl� in �� m �B �+� ,,,,,,g m� i°ryg hi mom ¢ � h� III tr81G 4910PROPOSED P➢E B PIPE E4. ��¢ Ewa — --— — f +e]19 .. 48V +2p5 SANITARY SEWER PLAN & PROFILE SANITARY 2: STATION 13+00 - 25+00 SEVERANCE SOUTH CORE INFRASTRUCTURE CONSTRUCTION DOCUMENTS SEVERANCE CO 2018 4K:0 — — J E5STMS GRADE 0 PIPE 7-CRCSS NGN .47A419+67.16 NON-POTAP --WATER GROSSING + 4?LL 72.93 F 5Th 12279.18 06.80 ��_ LP 10' PVC .8.3.50% 5 qA0 1 O'pJL®1.54% +795 19 5 82 IF 15" PVC ® 4.48"6 5 P VC ® 0.d®% ' 6. a IF .131.57 LF IS" P/2 ® +ABR 10'5PVC ® 0.50% 47R6 + +714 4765 nv r.^�, a� = 4.V n +?85 4791) +70E1 4775 3w 3w 0+ 00,W __ 3w 3z 775 I2M.S1 13-19F. 14+31 15+ry.] 15+„0 1?+91; 11-,:Q 19 M T4 -9E' 21+{>1 21+00 2:i+00 'Y4+9 ;:5 SANITARY 2 PROFILE %ISA, EkE 25+� a L w w m SHEET C107 O\0LSS0N ASSOCIATES \ \\ \1 S. sNEET c ,\._ - -------___ --- _ - L.,e,ST 5 � N1�SH----I- _ T ~ .74 i o0 ` KEYMAP r�E: r yrREEr _ gi _---- \ 25 00 26 00 �7 00 28 00_ X29 06 - - EL - _ -' ��.- _H-9.7'11 •GTN °° N N. 1TNI2]64 �� v I EENH A2B STA, N25try ]4.95. 9.00' LT N: 14211]2 .30.3 E. 31]8619.984 ~ SSNa _A µ.H 9 STA 29+15.35. 0.99' LT E t]B9t5 S]2 / `\ O �� \ �„ 0 ��m '1.5 SALE N FEET - EL II .. . ... ... i l Z `1l Ir W 55NH4a 2.19 STA 36+8331 Q00' 7.] 1 1 \ IIN SEE SHEET C�O.ITAP Ifi \ ` I SANITARY `r 2 PLAN SIENI g+ 1 bel"W an sewn wFFa, . ... 455 4ti95 ''� E3�Q „ cnrc 18:.,' Z FNP�o GNANE ® PIPE ¢ Erlsnrvc ® PIaE < < — --- 482' 4C<'li / / SON�PO NAo� anic .. SANITARY SEWER PLAN & PROFILE SANITARY 2: STATION 25+00 - 37+00 SEVERANCE SOUTH CORE INFRASTRUCTURE CONSTRUCTION DOCUMENTS SEVERANCE CO 2018 � � qr 31+1a2 46.25 LF B" PVL ® 9�T4� � 48'In � 4Hi 4r,, 16].96 iF 19'x!'=® 050% 2106T�5• wL ® 5G7 475 4RC aao <9 if o Pvc ® 3prY,s P0u 4]IA5 a .. F_-- n %PE 4790 a� °-'' $$m '.3 F, ° �� ii °'� 0,,mq mg 4+112 47'5 �GZ �G Zw 35Li InZ w 17; 24+ih 'iJfhl 21+20 24+[1 201510 2,+i14 27+1111 ,,,N D.,,,, 32+�7N <,�+F)t 34'L'0 34+-SA3 :+GK=6 37 SANITARY '2 PROFILE SIN/I /10 57+515 L; Llil V w w m SHEET 310 8 O\0LSS0N ASSOCIATES \ \ 6.15-A1.12 NHAx 12 3]+39.23. O.2T LT 6: 1421814.89] E: 31]9441,8541 6 1 KEYMAP / \ \ SIH-A2.13 LirSTNH 3843640. N: Ai 42 B80.438 00 96".1H -A2.166" N5 STA +.9211,.9'' \ A„E 31]9509.463 �' 9 1422107032 E: 3179611.823 M µH_A�Zµry �'-~-- -- -� \ 46" µHA214 ST, 44+58.40 0.06' l ' STA: 39+4601, c 4ssgN uNn2.19A e 1422476.120 ,� Eo \ 3nemi¢Es STA 41+3].49 0.07 — 3y N: 1422181 918 E: 31]3919.224 J 47 00 48 0 49 L�61 Po oo ` \ _ — ``0 44 oa Po 43 69 ' ` l 47 f 4 0 , , t1 .19 STA N4 2 ,26.27 0.06. 15: 1422743.149 E: 31]9529.755 SALE IN FEET 0 _, - - f 351.1ry 4B° z1' 1151 N ,?ZIN.A�%55TRt ST, 40430.36 N 1422665.696 E 31]990].566 000' f 1 4sBsUFµH .1] F 1 + 1 ��[ STA: 41190.66 0.00' N: 1422215.10.1 E. 31]9819.321 Aker wh.h below. (Call moo goes¢ 4� I `SANITARY Sell 1 SEE 91f£T 010.15 SANITARY 2 PLAN VIEl, — w 41412 gE — �a � /94J to 55 O ? m MS ¢ ti Ma —H 4 4 c7 —T,a Na ¢ 483_ rEwsnrvc GRADE ® PIPE ¢ — `_ LJ 4Ezi — — — — — — ` 4830 _ — — r PROPOSED GRADE ® PIPE 0 / ~ L.....— 4.5 fl A: 49+94.14 P=45 ® 085% SANITARY SEWER PLAN & PROFILE SANITARY 2: STATION 37+00 - 49+00 SEVERANCE SOUTH CORE INFRASTRUCTURE CONSTRUCTION DOCUMENTS SEVERANCE CO 2018 4N_'il 5 . 06% 25154 LF 5" 4 4f55)ry 53,19 LE ® 0.541 25579 LS 8' F.'', 9° PVG 29]-]9 , 8s PVC + 15 114.81 LE 105.32 ® 0. 6.500 65 0,502 4813B' 94.12 I-...692 8' PVC ® 0.50% PV0 0.555 1 _ 6 PVC �� / 55'3PV0 40.1? .]3 LFJ Gs P4PG ® as. 42110 +22552, ® 0.50% _, 48'15 4010 N 44 r 1 n, ' II B� m3a ≤ 4Yt)0 4225 �,i _- �,s —ll �,s _ i 5,z hswl ll M iiZ � II , s wsI �,s 557 47215 _5.-5, 5% 54 35+55 29 52 40-112 41+5N 42,51) 4=5+05 44+60 455+5V, 45+90 47+j55 49+45 42 SANITARY 2 PROFILE VIEWnN AG 43+58 ww N a L. SHEET 010 9 O\0LSS0N ASSOCIATES 1 _' i - a 00 9 a :1310R7_,.'EASE,STRx` so — KEYMAP ` �� S2 NO -- —_' -- �_ 1111 Ir 48µ I.10 P2,26 -STA.: 49137.31 0.0E' 1422954398 E: 31]8539.63] _ ----- Ss Po --------N. 54 00 55 00 56 00 5] 00 5 -4 0.31 I - 6EMH 42.21 _ _ - - - - NN ST TT 143334,117 E. 31T964fl 4SS81AF11 µHP2.22 STA 54+58,6].0.90' 33uN A223j 48' NH STA: 5]+3695.6.90 N: 1423]89.844 N: 1423601.000MO'_ E. 3179669.6103SALE N FEET .. n. rz.. n... ., N', 1423459.386 E 31]9683.598 E. 31]8859.238 SANITARY 2 PLAN VIEW 81. &ew who Wow. Call sewn ne.d14 �_ ,.. _ �. , _ 483`.1 4354 - z 0 w ? w 4845 Mss QB 2 hB YA' 2.2 2411 Pam yj' a! +345 4347 +840 PROPOSE 6 GRADE B PIPE ¢ DOSING GRADE ® PIPE 4 385 evri — SANITARY SEWER PLAN & PROFILE SANITARY 2: STATION 49+00 - 58+00 SEVERANCE SOUTH CORE INFRASTRUCTURE CONSTRUCTION DOCUMENTS SEVERANCE CO 2018 aaa7 aw 330 29 if e" P'IN B 0356 43'15 i 020 40341 IF 6• PVC 0 6.655 11].46 IFS —� VI 43'15 - N 4315 a91u 43Iti 43!5 ..9z Ni ,..i m +M5 4)1+00 43 (:7 50+30 511-50 1+313 53+0!3 54+G.'1 S5+71 .55+a2 .5]1(30 .54HY0 SANITARY 2 PROFILE +1010 SHEET C10.10 O\0LSS0N ASSOCIATES I I SEWERTARY 1+OD 0 4+00 5+00 6+� ]+ 9 9+00 10+00 11 PIPE`pi 00 KEYMAP 1 6T 11 o I.0 STA N1+ N: 142275 560 E 3126903.566 631.111-90I ST PH 3TA 4+28 0.00' N. 1422281.884 E: 3122231.53/ SS I 2 4R HH N 14 2768 HO E. 77556 511 �1 1 r 0 SCALE N FEET 0 - L f 1 SANITARY 3 PLAN VISE/ I 1 111$ 1 o + 1 'ELL � \ \\ 81. ; Ikon wR.h below. Call moo gook .- L -,.. L L. f 4820 2 40'_0 39 Z 1? IFLLel 4£31:: 71-:L7', 5: �rz a Hrc �� E 4ff1.i 48'10 PROPOSED SEISTN0 GRADE GRADE ® PIPE 1E ® PIPE ¢ ----0- 4810 4 * *1 r" 4 4340 4500 SANITARY SEWER PLAN & PROFILE SANITARY 3: STATION 1+00 _ 11+00 SEVERANCE SOUTH CORE INFRASTRUCTURE CONSTRUCTION DOCUMENTS SEVERANCE CO 2018 324.66 lF 10- PVC N 0.404 479;, 32009 LF 10- PVC 11 4405 322,02 LF 10" PVC 16 0,405 4730 479E 4713,=, 6dg 470.3 4700 'pm 470/1 477= zw 3w W 47?o 1+00 121113 3+110 4+131= 1(0 '+V11 i+110 E LIE '3+UV 11}FGV 11 SANITARY 3 PROFILE VIEN 110 11+ V 141 o SHEET C10.11 O\0LSS0N ASSOCIATES SANITARY 4 \ SHEET iiI 5. \1]]869.139 rop \ 40. MP 0 es2 31,918_113 KEYMAP \ \IITAIAss \ ssu6 H91.s ST M15 3TA: 1B+02.44. O, W' \ \\� sOx� 00 412 551Aµ—BI.B N: 1422202.246 E: 31 ]P204.1PR ` 51,0£4.936 STA: 15+98,96, 0.C-01 -_ \ L 3126050,620 _ - — Sy 4 l - _ ---\ � Ff fy — C ye ` ` l5+OG ~ 1]+00 L 18+60 ®SCALE IN FEET 0 " -- : SEM ~� _ — N. 19-22168_78 E 317823E. Nh.4T4yrEoF 5TR=rT — — SANITARY 3 PLAN LIEVJ 811. Aker .err. below. Call moo gook 41,32a m ga +a.?s A VI Z O w? ly 4:uC yea - '1,4$ Hsrc r"M 'm'1' §-`2 +3-p 4310 PRGP93E6 GRADE ® PIPE Z +R15 451,' +310 Pi 4131,1 EXISEN5 OA. T +4'].y SANITARY SEWER PLAN & PROFILE SANITARY 3: STATION 11+00 _ 18+50 SEVERANCE SOUTH CORE INFRASTRUCTURE CONSTRUCTION DOCUMENTS SEVERANCE CO 2018 45,30 ® PIPE 1 +SW 6' P. 9. 0.4OR: 8 L=8 203_4 PVG ® 0.48% LF H PVG 9 0.40% 155] LE _ 140.19 LS EP PVC 5 6.40% 203.85 47.z 47$;1 4,,L u a� Y 6 �. +]9l 43£+ 688 .,Tr.; +7351 47n:.. 84 1 Ns iu, s z iu, z +7S[1 10+56 11 AS 12 05 13+y1 -1,1 OS 1;H22 10,30 17522 105A 1+ 956 I SANITARY 3 PROFILE VIEW l,,, f2 ru SHEET C1012 O\0LSS0N ASSOCIATES '� ssuN-121.3.2 -1 5a STux 1358 N: 1422]]0.49] N: 1 2277 4 7 °eN "B1 ETA'. 9+00. 0.013' N: 1423220.459 E: 31]]003.245 AH ST" 34nsT735 KEYMAP Y 3— E 31]]B99.139 Ni)RTH';JE.ST BTRECT — _ _ , _ _ _ — —' _ _ — —IL11 SEE SHEETS 91011-9SANITA10_12— —IIIE _ 9+00 10t00g 11 00 �s 134 'E I z ..eo — — — N: 1423]20.418 — _ N: 1422]22.502 E: 31719]0,998 - E: 3171884.]93 ®0 SCALE IN FEET IC' — '94.-..._.,_ 1~ 000114RY 4 PLAN'✓IEV•i - - - __ _, """""' 8 i-lir. Aker were. Wow. Call sewn w.a14 4020 4825 z 0 U9 W� 41!i0 PI rE 9: u,w hi 9: FM hi 4020 4015PROP09E0 8080E ® PIPE ¢ E:15152GRADE® PIPE ¢ 40'15- 4310 ----=------ 44 -In 4,05 40120 SANITARY SEWER PLAN & PROFILE SANITARY 4: STATION 1+00. 11+00 SEVERANCE SOUTH CORE INFRASTRUCTURE CONSTRUCTION DOCUMENTS SEVERANCE CO 2018 — 401",] 0,524 456.00 LF 8" PVC 91 4700 4705 7 c. a� 07 47O5 Him e.5 a g 47550 4740 kHz - mz m 4Tti1 1_,I,, 00,0 3+1y' 4+e.(3 s+3P N-:09; 'TOO fi+V} 4ir'R 1O04 11+W SANITARY PROFILE '✓I E';•i0.1 SHEET C10.13 O\0LSS0N ASSOCIATES \ gi 1 1 ---- SEE sFEETs c16.s-c16.10 \ g91I[HV'.tS4_________,---a, KEYMAP 6+09 L � Gs y 5+00 00 3 q6 60 l—'— 7µ0p _ L oQ 8x00 - eo z 'i+N9 f' ��_ N: 1429985.B28 531AH AP 5.1 s �• RR N: 1-42G294584 E 31 ]9134 Be] 4825.-A2.22 A a3 ]e 0 6-44279. N 1420430.41960 y ti 00 `� N� L n E: 31]8950.110 1� SSN E', 31]8133.409 l _ SANITARY 2 SEE SLEETS C10.6 -C10.10 4-811 µHP2.5 E. 31]8658 ]64 SSIAH �A25.3 STR: 9+43.]9, 0,06' N; 142013B.B713 L EKG E. 1420084.251 i �a608g.429y SALE IN FEET _, E. Le II I 1 1 ` I 11 1 SANITARY 5 PLANNEW E 31]9062 691 811 Fier wh.h below. Call sewn wNak 4�j'I$ — 4E<I$ w Z O LA 4P10 z¢II "m¢ o� amp HE u e4 Ni rc �Nz H �� — 4310 . E ir PRWE9SENCCCNRADE 9: PIPE PIP PE � 4LNS 4GPA 4 4x36 4809 SANITARY SEWER PLAN & PROFILE SANITARY 5: STATION 1+00 _ 10+00 SEVERANCE SOUTH CORE INFRASTRUCTURE CONSTRUCTION DOCUMENTS SEVERANCE CO 2018 56.19 LF 300.60 EF e" EVC ® o.s® 4TB$ 8° PVC 9 os0% 9,r 474791 3.99 SO IF e' PVC ® DEAN 4?90 l 4]85 = N 4-s5 4 itiw ��, ? s� 4 5 1+ aeo :-..410 4+0.) sL- 7 LE -En, 6+p] 1.7.41 10+c3 SANITARY 5 PROFILE AIEVJ SHEET C10.14 O\0LSS0N ASSOCIATES \,, \3 ____ ____ ___,„1-.9,-,,,,_,_ SANITARY sEEEE1 sHs c1o.5—c1o.10 5+00 8 +00 '� / pp _ N: 1421515.160 — _ e. 31808rz3]e _ I4. 31 A 11 N: 1421692323 E- 3180332 275 STR 12+05.0.1. 0.W' STA 1,43280. 0.00' N'. 14215/4306 a:4: -3'E';.1:5-3."-':36-_ `tl ELL l N: 1 42 54 9 E: 3129461 E 3130610.049 I 1 SEE SHEETS clos c1o10 .544 SANITARYfi PLAN VIEW' 485E md� mom 48,[.,5 A 8883 �o -'l,'-'''T Pc q'' „,Na Wry h�a e h�a o� uw �'�a �'�a AkuO 811 Aker .err. below. Call sewn gal ilk .... . . .. ... ... 456 4852 PROPOSED SHARE ENSENc wnoE ® 91 HEE @ PIPE / _ —J — ' — 4 4uF 48=tn z 0 W W �" 4W5 41840 1 c 092.00% v 4840 4 r3.55 g$ 4"1.L5 4822, 4288 SANITARY SEWER PLAN & PROFILE SANITARY 6_ STATION 1+00 _ 14+00 SEVERANCE SOUTH CORE INFRASTRUCTURE CONSTRUCTION DOCUMENTS SEVERANCE CO 2018 4825e___:.1---------->* 4ft_5 48233 4820 4K1 maw 84 LF 8^ 4 48115 4II'I� �• 4810 4898 gds_ �o 8m �� 1.1 4505 4ft�[ ,,,sw m Oft .7 , - 1-7U 2+U7 5+6U 4+7C 5+78 54448 7+28 6-OG 910G IG+W 11+[,q 12+q) 17+n0 14+7p SANITARY 8 PROFILE VIEW T SHEET C10.15 O\0LSS0N ASSOCIATES + ) \ l 1 \ } SEEISHEET$ 310.6-31610 KEYMAP _ l N: 1421339.]34 \ _3+0-0 `. 9.11se 91- _ ` �4+00 ' `- erg STA; N6+]9.28. 8.00' N: 1420643.593 E. 31]83]5.420 SI .eo SANITARY 9 _ =` 5♦Cp SEE SHEET 310,1 \ \ i �µN H 210 STA: µ30+83.31.8.00' N G1Tso99.771 Tes 6y,0p \ 5O1,ITHYVE5T ;}fRFE f \ __ r;0 \� j 'SANITARY 2 1 SEE SHEETS 0193-310.10 f 1 ss —q2 o,t µN 48'1µHTn +1 5 5356 0.00' N 1421909.189 E'. 31]929&29295,382 \ ` 0 �\ SCALE IN FEET -1-,--------„, _ E1. 1 N: 1426645386 E 31]9385314 ` \ I l I/ ,� PI' 1 I/I/ SANITARY 8 PLAN VIE9i 81 Fier wh.h below. Call sewn gook ��_ �.. _ ,... ,. 4345 - - 4445 - Z O w ? ELLel 49404d E - Fn& 1 ..a m4 II 4940 4955 455E 4,;Y EXISTING GRADE ® PIPE 43311 48?5 PRDPOsm GRADE ® PIPELi 4325 SANITARY SEWER PLAN & PROFILE SANITARY B_ STATION 1+00 _ 7+00 SEVERANCE SOUTH CORE INFRASTRUCTURE CONSTRUCTION DOCUMENTS SEVERANCE CO 2018 4,4 pJL ®16� 4520 4915 6, _ 4315 1,1: ° i05.` 0.P"®3�� 13 1210 49I15 49O5 4.9H0 Ya 4901 4796 4795 4%9 X1 3 i u = 4799 1+941 2499 2499 -0-SE 5+C7 947P 5400 SANITARY 8 PROFILE' VIEW SHEET C16.16 O\0LSS0N ASSOCIATES IR ---.. - SANITARY 3 EEE SHEETS C19.S-CI6.10 J{�{�� / / ` 11 r PH STP: 9+34.210.00'It 1421088.299 E: 31]8501].858 11 ] I 1 l ��,u utt z9 N: -A' KEYMAP �D ao - .-------.- ' N: 1421291,664 f 1421341.818 E 31]8915.1]2 4S8µ BB s-1 ----- J'- MANS E, 31]b91 f ¢ NEE SHEETS��i 1 00 STA: 3+34,99.0.99' N', 1421528.919 E: 31]8960.210 �6 - - � " J " 8'1 - N 1422033214 E: 3178479.788 SEE .5V1EET C10.15 ° 1 5+aa N Ol EIf.�. _.�. �... _ yy 'i}`\1 - (1 — J Y,'ih�� —�-Nt3}:� -Ass 3 A2 NH STA: ]+95.4] OOS'- N: 142159].095 E: 31]863916] SCALE N FEET 0 - o .. ri. rt.. ri... ., " ` — SANITARY 2 \ �E SHEETS c1 o.�co.10 s �� I I � I SANITARY e PLAN VIEW ell Ikon Nene. Wow. Call sewn neNak 411:iU wg mNN 4SZC. In Z O Sel 4425 a+� mm¢ i mm� a ' RIt ROPOSEo o 0 PIPE ¢ crenNe a ¢ Nam adz ^ � u aFlm ime rc 4y'![ �exisRNc v 42,5 ATERMAIN 0.52 NA ONePOTANLE 4ii1r n .. 4111IL - IWATEF sTA, GROS9NG 1+.oa 4i11'�E SANITARY SEWER PLAN & PROFILE SANITARY 9_ STATION 1+00 _ 10+00 SEVERANCE SOUTH CORE INFRASTRUCTURE CONSTRUCTION DOCUMENTS SEVERANCE CO 2018 LE S" PVC 0 0.06_!%_ 451.01 LE 8" PVC N 0,503 — PVC 0 050% 4040 164.96 LF 01 400' 40004) 401004 4795 .Va '-r.-°-, da 'S,k, EV b lo 47F - &ma gda T RI 1'@ oT, aS 4707) 47147%) 16 niw �i �� y 4FF) 1+{PN 2+�0 3+ ++10'1 ,4+L4) r1+uN :+1C 07040) 9+IA ICE -NE) SANITARY 9 PROFILE VIEW SHEET C16.17 Greeks 4 cos: srcuom Gi 1e4 811 Ikon Nene. Wow. Cal sewn SANITARY SEWER DETAILS SEVERANCE CO SHEET C16. 1S O\0LSS0N ASSOCIATES EwrnND I i 4--__',',.- � / RODDPLAIN .._ /y'® / BEGIN TYPICAL SECTOR 130. I- m / STR D+DDE{SHEET }G13.3 FOR 4.✓ y / ' -X y / __.--Y r / TYPICAL s noNs 1 / \ N_1419944_28 '� ' �.✓ BOX CULVERTa' eCUCRErF E 31X5319ae / /- a+ M Ex SENC 16'X S EET C13.2 �® / /� KEYMAP /��i vim/ J �� U M G 2x '/ _/ r .'oov D �ICAL�a°,3°4403 / 0' 25' SIN I W' l\ (SHEET 013.3 FOR SCALE IN FEET i II/ r ✓ % ' N, TYPICAL SELTONS} / \ \ \ II PR / OSED JOHN LAY/ DITCH EXTENSla4 4 1IL \ v ` gZEELEY CANAL NO, Z ` `^ \ U g l4 'V, \ t 1 �� _1i APPROXIMATE PROPOSED woDPLAIN� al -{3 . 11409 \ A=043 -POP.. ]y2q 024823"42{32.4 P _ --- C1n559.43' rcuccnsmncncn usm apy icErEnr cra v cnrsn•.ncnnr urrrinxs. 811 ; Ikon whXh below. Call moo woe e gook n sn� ,,, co // JOHN LAIN DITCH EXTENSION PLAN VIEiV \ SCALE 1' 5D. 4ti H1 X1 .1DISTING i; 5 JOHN TAY/ DITCH GADCD ExT ENR9 w1E — — — " f — — — ` — " — " I 4795 JOHN LAW DITCH EXTENSION PLAN & PROFILE C13 FLOODPLAIN P&P SEVERANCE SOUTH CORE INFRASTRUCTURE CONSTRUCTION DOCUMENTS pp U W L) Z I 4_r r -- V ` `_, PROPOSED (.BADE / JOHN LAW DITCH EXTENSCN CE 4 DROP STRUC7.3, N-3 4i i / '' / DROP SIRUCTJRE N'4 X'15 / EKISEND 13' S 4' CONCRETE BOX OULIERT 7 / �`i w 4705 ERERT IN: 4770227T r INVERT OUT, 4XXb.6t� {{ i �— / $r �` 470.0 r--- — _ _ _ - - _ / / r� m 4780 / X75 I 4775 4773 4773 4+1103 1+;3 2-M.4 :3+]J 4+J'i 5+31 6 0 7+3v u+13;10 1+ -Si 10+4..,11+55 12_+56 JOHN LAIN H ITCH EXTENSION PROFILE VIEW IV II GlLG FICTIIMNT. SCALE 1' Eri. eOncrs sCrrLe1 s 'IN: W SHEET C13,1 O\0LSS0N ASSOCIATES \ / / \\ JOHN CLAW DITCH EfIENSION 1 REINFORCED VONORETE .-I BOX CULVERTS (3-12'X10' .LVERTS) KEYMAP END TYPICAL 1£C1IO- 13A \ 1 21 44 2} 5a STA. 13+431.00 0 �- E. 3N. 4]8822.HT (2177.3.28 SHEET bN REEL C13.3 FOR Nr SECTIONS) 1 O4 —1g END hPIOA23.,50L -IEET N 136 h — p. }8 STP 20+so (SHEET c133 N f +4 Rte` 'R°V.1r FOR TYPICAL SECTOGS) YY 25184 f 06 NcrE Trrtspccut.ra Has .. rcu cn�srv.�cnn�. usm 4 ODD, 13kp0 l � " 1 ON <� SCALEINFEET 1W BEGIN TYPICAL SECTION 136 STA 10+31,34 (SHEET C13a 1 FOR TYPICAL SEC S) APPROXIMATE PROPOSED ..--- FL000PLAlry - - IL MOO. LTILITY LCC, CEO ccRIFYn-ATLTi en,nal OF A.2 -_ 1 1 + \ / \! , ..\\, ......,,V \V A EXISTING FLOGOPLAIN \\\\ ° JOHN LAW HITCH EXTENSION PLAN VIEW Ei.) .., l O V1 0+ 4814 +814 ii - 45[i5 PROPOSED REINFORCED CONCRETE *COs' _ JOHN LAW DITCH EXTENSION PLAN & PROFILE SEVERANCE SOUTH CORE INFRASTRUCTURE CONSTRUCTION DOCUMENTS co O W L) Z W m 4.S00 BOX (3-12'x1C' CULVERTS CULVERTS) JOHN EXISTING LAW DITCH EXTEND,. ¢ �_---«---gip mi — — — +a0� 473.? — — PROPOSED JOHN LAW GRADE % O ¢/ m/ +7y5 4T92 • / +X20 / 47y5 El +7P5 4;40 rd " +7L+6 IC+NT I3 3N In 14+_A 15 110 T.;+1 AX-17+„iN 1E+06 19+U4 ?6+00 21+N6 21+5N JOHN LAW HITCH EXTENSION PROFILE VIEW iN aIN F.eRnvnL evr4ei s SHEET C13.2 MOM IFIVS' ALL VMS ID TIE SPEAFIED I1/2xo LE' 4°o DR,w. SPECEIGATONS -I PLACE SDULDESS N. COTM�r°;fudaNa; NA°rx ° O nom, PLACE °� TM WAu.ENT THE GPO r MID ro ENSURE NO GAPS IN THE GROUT. THE SN ZZli r wsnori s%(6)xsncrcs OF TIAL N, II PPCTLAm conwr. x w0. a mnP313 rr ms Ne1 ,1 sum IR14 nxo ..a T.1. Rm: 47DP EauvanII-ISEnm AEIII'V NTETRED Auoxl s a,11 FE LLCM .EN a•, xaccrm EY earraAtT ea USED p„v n PI ArE,IMT scmResnor. w,. oRIAIER�IIIM 9D#Rcmox IPIT nRR ORO, EAT x'Px ,PxovAL mw nc Mg EN THE ,,Ili TEWERANSES AP% a a ia:i Pacsvra: (LESS h. 10 Ps) LAM PUMP USING ffxrlano"ri i°, VIVRTISIIV c SRC/ETES. BOULDER PLACEMENT DETAIL NTS 18' 18' FLAG NOTES. 0 IE .5'1CN NNNTRNL PRNDVNT (N EETAIL C13.7) 2O PROFILE GRADE LINE TYPICAL SECTION,ATIUNS TO SHEET PILE CJTOFF CONNECTION 0 arar Pxa� aa IN t- MINIMIZE STFL OTURE EDGE WALL DETAIL (ASS) NTS TYPICAL SECTION 1IT6 ,T[n1a 1> HT ,: TT5J 1 fl r. n n Ilt\1}.1_ I Dn I 11.l.R I Ill' 111.1 111 TYPICAL [KOSICE CTNNTRDI BLANKET INSTALLATION .07,Z unNIE SRAM. rxµx WEEP SPAIN DETAIL NTS Z'U 4 u tn Ja O TRMILCCLIPEraliaS C34517.1134 ,C,ITIES. 811 Ikon,nn below Cal mate. ft REVISIONS PROPOSED CHANNEL & DROP STRUCTURE DETAILS SEVERANCE, CO SHEET C13.3 TYPICAL GROUTED STEPPED BOULDER DROP STRUCTURE NTS 5ECT1ON A: GROUTED BOULDER DROP WITH FREE -DRAINING STII I INN BASIN Nrs SECTION B. GROUTED BOULDER CUTOFF WAI I NTS 1 SECT ON CI GROUTED BOULDER DOWNSTREAM CUTOFF NTS GRO-,ITED STEPPED BOULDER CROP STRJCTI.RE GESING INFORMATION DROP STRNCILRE 4 {FT) 30 36 211E 10 Ne IFrS 6.]5CA or iNcHES) ER (INCHES) 656 (INCHES la la ICJ 16 50 50 34 34 24 24 24 36 12 12 12 12 12 36 4.2526 12 Trrrn,CCLIPENTFIJS SEEN FL C 1, FEST 811 Ikon whnh wow. Cal mate. dl¢ REVISIONS GROUTED STEPPED BOULDER DROP STRUCTURE DETAILS MN SD U CI C 2 F U O F U Z Z � 1w K F OP F g, Z K C U SEVERANCE, CO SHEET C13.4 4C1;\Y;.k,\.1.LS E't)I PII'I'. MG BO.\ L -I LVFRT ti ,i H4;y.1"li I'I Hti 41� IFJ(AST(O :EFTF. yti;)lk;l I'I 811 Ikon whnh below Cat mate. ent, REVISIONS JOHN LAW DITCH EXTENSION DETAILS SHEET C13.5 SEVERANCE, CO 4155 417_.5 �. O\0LSS0N ASSOCIATES 4R .f-.Ory ns m� H �n r S 4R, STh h 49+UO g915 -°'p _inrc DIVING GRADE e PIPE ¢ _wrc _cnrc I 4715 -...400,3 LF - IRR SIPPLY 1Y VRR 9JL —® 210%PLv T — — — — — RR RIPPLY — -12'4®6.1 0% ~ -- — --y - 5Th 1+60 441 i1 --® 6.10% 4816 441`.5 ,E. - a E n f' KEYMAP 485" 4PIAl ` a` �a 4745 E. 473.5 Bm &m 5: 4705 4798- _ - E. N 47511 - - +00 2*51 )4+0.-7. +00 3+1118+Ro 7+p1) g+ 9+001d+45 IRRIGATION SUPPLY PROFILE YIENI 11+gyp 14*154 , +Fp 4_,l.i.„,4799 *545 46','10 SIN 41-:i' 81 &CV wh.h below. mat pudl¢ 411 -RR 155 -, `m 4Knf 45n] GRADE PRCPOsm 6 PIPE V - fr—T- 4B21; - In O (7 E EXISTING [AADE ® PIPE Ct / � �' T 4F15 - 4OG.DD LF _ 12° IRR SURLY ®6.10% — � 12'CIRRGSDPPLY ®O.I Dx — — — — — 1 � 21SGG5�' op" 1&R 110 11` ®}T L 4 4101' 1 4g1U 9PHCN� 1 ' I IPROPOSED 4 4R1:: 4045 4,171 55 e. PROPOSED 'R ��' STORK CROSSING PROPOSED CROSSINGS WATER 2 05 4 4RO5 4ROC ., IRRIGATION SUPPLY NORTH PROFILE VIEW SEVERANCE SOUTH CORE INFRASTRUCTURE CONSTRUCTION DOCUMENTS SEVERANCE CO 2018 41515 `" R - n 12 225CR F OSE SANITARY RC+I 4795 47..7 0' 5 5 1 47555 �7tl5 x .,- m N wz '^�z _ mz mz�N x x X706 1H.OG 14-ili: 11+80 16+00 17+C47 I&+1h3 14+4" 20+00 i1+pp T_ +9u 27+00 24,X1 .'5.x:0 IRRIGATION SUPPLY PROFILE STEW iB+ci- E. SHEET C14.1 O\0LSS0N ASSOCIATES ETA 1+ ,G KEYMAP 4430 4 azs Vi zs E.f.Eo 4.9[11 r — �' PROPOSED GRADE ® PIPE r ~ ` EX 9lING GRADE ® —�� PI PE N— aoa.00 LP 1P IRR 5N4PLY ®0.1. 12 0q 80.N LR SUPPLY —2 4820 :00_, LF \,, — ` ,-- 12'275.00 ®RP SUPPLY 0.10% — — p00.MLf — — — - 12 ',6'-.4% 4315 / 4d1.'� PROPOSED SIPH41: J// 4oIU 811 Ikon whnh below. Call moo aoeib • - - L •. 4E05 171..9.3 12' IPR SUPPLY ® 0.10% PROPOSED PRGG SANITARY 4N15 43[00 a S- & j 4 w z 0 ? w -17 VIL Wa _5 %' '.1.' _ X795 4':w �IN i h i 44 u, : 4'v' +110 _S+00 27* 1 29+00 2p+0) 30+CO 31+10 37+00 3J+GC 34+00 35 0 3G+U0 37+00 33+00 3,-00 IRRIGATION SUPPLY PROFILE' VIEW IRRIGATION SUPPLY NORTH PROFILE VIEW SEVERANCE SOUTH CORE INFRASTRUCTURE CONSTRUCTION DOCUMENTS SEVERANCE CO 2018 SHEET 0142 O\0LSS0N ASSOCIATES 41�IC 4411) P PROPOSED OR:DE B. PIPE 4 '� sin I+ STRE 48E:5 W,,e" yy., . 48'15 �Iyso+w` _Np �wrc EXISANG GRADE 0 PIPE y 480 �'� ---- — 1 I as'1c — — — d — Lr KEYMAP _A_ _ — — — .0 DD LF 4)0.09 12 ® o.tiUPPLY 47SI5 12590 12" IRR SUPPLY — 47U5 I2. IRR a- SUPPLY 0a... ® 0498 _ .n....i. r:.. n ..eE 433D u F' a S' n F' 'I'rN 47E+.: da - — 4'EL 4751: N 54 16 1w - 4� II :'f,";7.',- _ -- „ E II L 477= L., 3 L 3w 3 3w 477E 1. 50 3+DO 4+Op +DJ 6+y' 7+Iq b+y{S 8+.[3 IV -,RN +1 W 1+0;� IRRIGATION SUPPLY PROFILE LIEA, ell Ikon whnh below. Call sewn gook ,._ � L _ _ . L. 452); 402D - tn z › W 4,15 0N� nm I +Y,15 4.^riC PROPOSED GRADE ® PIPE ¢ 5614 �R __________________::__________..1!'r, 2 1® y6® S PP `EXIST!.+613 GRADE ® PIPE Pi 41D5 _ ' � +frJ;i _ rzjg0SP4Y 12 �Ry69% IRRIGATION SUPPLY WEST PROFILE VIEW SEVERANCE SOUTH CORE INFRASTRUCTURE CONSTRUCTION DOCUMENTS SEVERANCE CO 2018 PROPOSED ° CROS9NG 4754: 250.00 I -E II 7y5 47W] 12' RR `APPLY PROPOSE ® O.4ca CROSSINGS PRO -POSED CROSSING WATER SANITARY 5 E 479,D 47!05 47Y.5 4780 - - Y!21 .,1717.5}N _.. ¢w I z'z 3 i� 3w _-z NN_ +T+5 13-5C. 11+5O 12+00 13 CU 14+,p 15+;0 10+00 1F+p0 1c+D;l 19+,1,1 10+.50 IRRIGATION SUPPLY PROFILE 010;'•1 SHEET C143 Weett rota amPt_ OIAR_Woik U pStote CL u EVISWV LAWN LAW CATCH J \1 / / // i M AT�HLINC _� / APPROXIMATE ENS ROG GREAT PROPCSEE N£5I£RN TRAIL � ROEOPL4IN / / / TX/sue XLIXDPLA,N C' ww E LIT SI/; 2 A R S)DENTTAL F w SIlaDT/1SC 4U s u 0 ®E SCALE IN FEET CONCEPTUAL LEGEND SHADE TREES EVERGREEN TREES LARGE SHRUBS SMALL SHRUBS ENTRANCE FEAN RE C153 C15.4 KEYMAP CCNCEPTNAL ENTRANCE FEATURE 811 Ikon, ne. Wow. Cal sewn r.ag O EL LANDSCAPE PLAN SEVERANCE CO SHEET C15.1 V q R 71.1 Weett rota amPt_ OIAR_Woik U pStote 5 4 N N N 1 611.770. 400 CONCEPTUAL LEGEND SMALL SHRUBS 015.1 Cl53 C15.4 KEYMAP 811 Ikon Nene. below Cal sewn 0.ft 0 04 LANDSCAPE PLAN SEVERANCE CO SHEET C152 Weett rota amPt_ OIAR_Woik U pStote 9 N NI IM• _ F., \ IMASHLINE SEE SHEET ..1L1 1/ / // I / // ST ,� �� — — --- \. -- - ,<- \ _ HIGHLV.AY Al CONCEPILAL ENTRANCE FEAR,. N 0' 100' 2100' 2®0! SCALE IN FEET CONCEPTUAL LEGEND SHADE TRE6 EVERGREEN TREES LARGE SHRUBS SMALL SHRUBS ENTRANCE FEATURE C15.1 C15.2 KEYMAP C15.4 811 13en, nh below .. (.8�Ep16ltr pu• dl¢ 0 w LANDSCAPE PLAN SEVERANCE CO SHEET C153 Weett rota amPt_ OIAR_Woik U pStote • HIGHWAY 3O3 CO I-AAMHLINU SLL GHEE I O N 1O0 ALE IN FEET 406 CONCEPTUAL LEGEND SHADE TREES EVERGREEN TREES LARGE SHRUBS SR._ SHRUBS ENTRANCE FEATS. 015.1 C153 C15.2 KEYMAP CONCEPTUAL ENTRANCE FEANRE 811 Ikon Nene. below Call sewn O.ak 0 E LANDSCAPE PLAN SEVERANCE CO SHEET 0154 July 22, 2019 Petitioner: PRALL MARK A 1440 RED FOX CIR SEVERANCE, CO 80550-2742 CLERK TO THE BOARD PHONE (970) 400-4226 FAX (970) 336-7233 WEBSITE: www.weldgov.com 1150 O STREET P.O. BOX 758 GREELEY CO 80632 Agent (if applicable): RE: THE BOARD OF EQUALIZATION 2019, WELD COUNTY, COLORADO NOTIFICATION OF HEARING SCHEDULED Docket 2019-3150, AS0103 Appeal 2008224800 Hearing 7125/2019 8:30 AM Account(s) Appealed: R1902602 Dear Petitioner(s): The Weld County Board ofEqualization has setadate ofJuly 25, 2019, atorabout the hour of8:30 AM, to hold a hearing on your valuation for assessment. This hearing will be held at the Weld County Administration Building, Assembly Room, 1150 O Street, Greeley, Colorado. You have aright toattend this hearing and present evidence insupport ofyour petition. The Weld County Assessor orhis designee will be present. The Board will make itsdecision onthe basis of the record made atthe aforementioned hearing, as well as your petition, so itwould be inyour interest tohave arepresentative present. Ifyou plan tobe represented byanagent oranattorney atyour hearing, prior tothe hearing you shall provide, inwriting tothe Clerk tothe Board's Office, an authorization forthe agent orattorney torepresent you.Ifyou donotchoose toattend this hearing, adecision will still bemade bythe Board bythe close ofbusiness onAugust 5,2019, and mailed to you within five (5) business days. Because ofthe volume ofcases before the Board ofEqualization, most cases shall belimited to10 minutes. Also due tovolume, cases cannot be rescheduled Itisimperative that you provide evidence tosupport your position. This may include evidence that similar homes inyour area are valued less than yours oryou are being assessed onimprovements you donothave.Please note The fact that your valuation has increased cannot be your sole basis ofappeaL Without documented evidence as indicated above, the Board will have no choice but to deny your appeal. Ifyou wish todiscuss your value with the Assessor's Office, please call them at(970) 400-3650. If you wish toobtain thedata supporting theAssessor's valuation ofyour property, please submit a written request tcassessor@weldgov.com. Upon receipt oVourwritten request, theAssessor will notify you ofthe estimated cost ofproviding such information. Payment must bemade prior tothe Assessor providing such information, aWhich timetheAssessor willmake thedataavailable within three (3) working days, subject to any confidentiality requirements. Please advise me ifyou decide not to keep your appointment as scheduled. Ifyou need any additional information, please call me at your convenience. Very truly yours, BOARD OF EQUALIZATION Esther E. Gesick Clerk to the Board Weld County Board of Commissioners and Board of Equalization cc: Brenda Danes, Assessor Hello