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Home My WebLink About20182206.tiffPage 1 c To nu, of Town of Mead. 441 Third Street PaO, Box 626 Mead, CO80542 970-535-4477 w w row not teals car, LAND USE APPLICATION PAGE TWO MUST BE SIGNED AND NOTARIZED Project/Business Name Red Barn Project l ress Southwest corner of the intersection of WCR 32 and R 13 ProjectDescription Zoning Amendment to Single Family Residential - 4 (RS F-4) PUD D Overlay for the devekoprnenf of a residential neighborhood of 445 single family homes..newrovull Cm/VA Riacj, ?leo)r_ I ,e gal Description I Prorffic St►bdi {isi{m. I of Mock E/ or Atl<<c17 lieu ids) See attached Legal Description Owner Name/Company (Attach Separate Shects if Multiple) Contact Person (If Different) Cyndi Benson Address/City/State/Zip Phone 303-817-9599 13-32 Development, LLC 1351 Red Ash Lane, Boulder, CO 80303 Email redbarndev@gmarl.com Fax Authorized Representative Name/Company Andrew Batson Address/City/State/Zip 12656 Waterside Lane, Longmont, CO 80504 Phone 303-641-5058 Email andrew@yourwayhome,com Fax Land Use Application Form 08/09 ..buc Rv;a.o 07-162-18 )ut;hlank cc. E. Etc tom/ -T-P) Rc RICH I EP) r!O es tS Page 1 of 2 2018-2154 6/27/2 Page 2 c Mineral Rights Owner/Lease Holder Name/Company (Attach Separate Sheets if Multiple) Anadarko Address/City/State/Zip 501 N. Division Blvd. Platteville, CO 80651 Service Providers Gas Black Hills Electric United Power Water Little Thompson Water District Metro District To be created ewer St, rain Fire Mountain View Fire Protection District Land Use Information Current Zoning Weld County Agriculture Acres 196,30 Lots nits Proposed445 Proposed Zoning Mead RSF - PUD Density (flU/Acre) 2'27 The undersigned is Italy y aware ° f the request/proposal being made and the actions being initiated on the referenced property, The undersigned Tint#er hnid that the srnnlicatinn mutt ke rr�in d to kP complete by the 'I'row«n of Mears kt 1nrn the request can officially ba annnn+err and the ri+atrotnntnen- si�4l1L. •.,.t .a..L. the ♦1Vj'YV\i VLI..V 1 must 4 ;VMLi{.i to MV VLri.Sr&t. L LJ 1 LIIY Town 1/ i• of Mead %a id%.'L tai* V \{\V iV\.\L\V'r7% VytF4 l►�.1 �,�JIY Ji r be. accepted 4l+bI *i�4%+ the YV T VslrrLL+4.Ji4 review process initiated, The undersigned is aware that the applicant is hui l ly responsible for all reasonable costs associated with the review of the application/request being made to the 'Town of Mead. Applicants shall pay all costs billed by the Town for I egaL enginccti n g and planning costs incurred by s to , including consultants acting on behalf of staff; rncccssury for project review, By this acknowledgement, the undersigned hereby certify that the above information is true and correct, r N I ' t r� rf1 .ct IACIA ' '( Is: Sist) - r"{ Date: Owner: _ Applicant: Date: i i ...7Date: Co) STATE OF COLORADO ) 1 )SS County of t. The foregoing inOrtiment was acknowledged dged before me this :31. day of kr ,20 ./(ice) r .E byX My col -mission expires: Witness my hand and official seal. 1 Ca MARY ItIZAB(T11 Co M.ANDER 'ItNOTARY PUMA • STATE, OF COLORADO Notary Identification 020164015752 IA Oommissiefi Expires 412512020 r ' Notary Public M Land Use Application Form 08/09 Page 2 of 2 )ut:blank 6/27/2( Page 1 c Town of Mead 441 Third Street P.O, Box 626 Mead, CO 80542 970,-535-4477 WWW,to noIHiCLid,org LUG L� PAGE TWO MUST BF, SIGNED AND NOTARIZED Project/Business Name Red Barn Subdivision Sec 24, T3N, R6$ W; NE portion Address Proposed RSA -1 & RSFa4 neighborhoo Project Description Check the Development Review Process required fur_ our 9 used project, El Annexation (AN) 1 an _ Sketch 0 CoRdiuionnl Use(CU)O Special Use - Oil and Gas (SUL Final Plat (I —OZoning Amendment (ZA) i Planned Unit Development (PUD) Variance ( R) Waiver (W) C 1 Preli i inary Rat (PPP) Site Plan (P) 1 t:cigai Description (Provide SdtIlidiViSir'n. I Sec 24, T3N, R68 W; NE portion sir I�a�l� ►' ci.v .+ ,ttucIi r Ie't cc and IIn4.IthkI 13-32 Development, _ LLC Name/Company (attach Separate Sheets ifMultiple) Contact Person of DiFferent) Andrew Batson j 12656 Waterside Larie{ Add tress/ Phone 303641-5058 Fax Longmont CO 80504 Email andrewyourwayhome.cam Rocky Ridge CivtI_Engineering Name/Company nddregsicityistatetzin420 21st Ave, suite 101__Longmont, CO yn ,ne 303-651-6626 Email aurorarockyridgecivil.cvm Fax Land Use Application Form 08/09, Revised 05/16 Page 1of2 n .t:blank 6/27/2( Page 2 c Multi i Kerr - McGee Oil and Gas l" ame/Company (Attach Separate Sheets tf M p _ Attn: Katherine Ross Address/City/State/ZipAddress/City/State/Zip 1099 l L Stieet , Suite 1800 Denver (1O 907.02 Black Hills Energy Gas Little Thompson WD Sewer St. Vram__Sanitation_District Sanitation water _ _ -- - Fire Mourtain View Fire & Rescue Metro District Current ZoninkA AG Acres 196.3 # Lots/Units Proposed � Lite� +~Yt, .+ �� ii.r. .anr.tl� � .aar aa..ta z.. era •� ' l he tin tde i : ignu4 is fully aware of the rcqucs t/pruposai being made 'Hid [1W actions being to ttLite d irn Li o ; L t„. „i t63, d !� . op � t g ,.ci icon must be found to be complete by the 'town or Mead tic, fare (1 rc queht can o t t ciall y be Licceptcd and 41w development ucicte i .� talci that the ,�l} pl t.�a�l. T , yrsi Inc: cl k aware that tyre applicant is fully responsible for all reasonable casts asueiated with the review of the review process initiated.t I��,. ucttit„ � application/request being made In the Town or Mead. Applicants shall pay aye cost: billed by the Town for legal, engineering and planning costs at.�p C Herat Ic,s�;�rc.�ttt st t��e nt � • •ultants acting on bchall'ofstall necessary For projeet review. fly this acicnow1cdgeinertl, the undersigned hereby t ttt.t�n c� by staff, including ca t�� certify that the above information is true and correct. _ Date: Owner: - Cyndi -_ Benson; Manager, 13-32 Development, LLC [Date , Owner: _ -- Electric ExceIEnevgy United Power Proposed Zoning RSF-1 RSF-4 Density (I)U/Acre} 4/Ac 13 Custom Lots/14.60Acres for Blocks 1 & 2; (432 Lotsl172.98Acres Lot A) Applicant; Andrew Batson, Project Manager STATE O1' COLORADO ) , )a Y a . __� County of The thieving insti ument was acknowledged before rite this by My commission expires: \. Witness ivy hand and official seal. Land Use Application Form 08/09, Revised 05/16 Date: 7-16f mtd.„.. Mardi' 3z. n• KIM CALL AKAN tiI�.r! 1I�'r r`t.I"I-it NO i AAN ( Ill it 20(12.40377.64 ' ,yim4prme_saQa -r4Www * � (ThAYeui Lit, 2of2 )ut:blank 6/27/2( Page 1c THE HENRY DESIGN GROUP ► AND P1 AwiNsNL - AN ARMII11. luRt 9f SI(d1 June 8, 2018 Mr. Christopher Kennedy, Planning Director Town of Mead 441 Third Street Mead, CO 80542 RE: RED BARN ZONING ASSIGNMENT Dear Mr Kennedy, can behalf of 13-32 Development, LLC the applicant, we are pleased to submit the enclosed application for Zoning Assignment for the 196.3 -acre property known as Red Barn. The proposed Zoning Assignment meets all regulatory requirements and the Zoning is in conformance with the Town's Comprehensive Plan, the RSF-4 PUD proposed Zoning, and the Town of Mead Land Use Code. The following narrative provides a detailed description of the Annexation and Zoning application. 1, PROJECT TEAM Owner/Developer 13-32 Development, LLC Cyndi Benson/Andrew Batson 1351 reed Ash Lane Boulder, CO 80303 redbarndev@gmail.com Civil Engineer: Rocky Ridge Civil Engineering Aurora Charlton 420 21st Avenue, Suite 101 Longmont, CO 80501 303 651.6626 Ext. 5 ci U! ofco) ockyjdurearSriI corn PROJECT LOCATION AND DESCRIPTION Planner/Landscope_Architech Henry Design Group, Inc. 1501 Wazee Street, Suite I -c Denver, CO 80202 p_ 303-446-2368 I er r y(Ohenrydesigngr-aup,corn The parcel of land is located south of County Road 32 and west of County Road 13 and is generally described as portions of Section '13 and 24, Township 3 North, Range 68 West of the 6th PM, Weld County, Colorado Aart:blank 6/27/21 Page2c 3. EXISTING SITE CONDITIONS The site is generally a farm field with slightly rolling topography in the 0% to 5% slope range. Over the years, the property has been used for crop production. The only site impacts are the existing oil and gas well facilities and transmission lines and ditches, The plan 'accommodates all site constraints. 4. GENERAL DEVELOPMENT INFORMATION, 1 The Red Barn PUD consists of approximately 196.3 acres and is planned for 445 dwelling units including 13 estate lots. The Future Land Use designation is Residential Mixed Use according to the Town of Mead Comprehensive Plan dated March 2018. This project is being proposed as a single family detached home neighborhood, including parks, trails and open space. The proposal is to annex the site into the Town of Mead and rezone the site from Weld County A to RSF-4 with a PUD Overlay for the entire site The development intent for Red Barn is to support the long-term goals of the Town of Mead by offering 445 new single-family homes where infrastructure is in close proximity and community services can be easily be provided, thereby contributing to The growth of the Town in a responsible manner, Overall the community design elements will contribute to making Red Barn a quality community focused around local farming and the farm to table concept. These elements will include a small farming operation within the central park and amenity area, internal park amenity areas, connecting open space corridors with trails, landscaped entry features and monumentation, appropriate lighting, pedestrian and bicycle circulation paths, street trees in front of each home, uniform fencing and other appropriate design features. The primary detention facilities will be landscaped with native or dryland grasses and scattered xeric trees and shrubs. Entry statement areas are proposed at the access point into the neighborhood from County Road 32 and County Road 13, These areas will include an entry monument sign with landscaping with a farming theme to provide a sense of arrival into the neighborhood, The street layout forms an interconnected system in a modified grid pattern. The orientation of the streets is designed to emphasize the focal points of the neighborhood such as open spaces and parks. The neighborhood streets are proposed for two travel lanes, parking on both sides of the street and a detached sidewalk with street frees in the tree lawn. Page 2 aE 4 Red Barn Zoning Assignment June 8; 2018 ) Ltt:b lat nk 6/27/2( Page 3e Landscaping is indicated on the Conceptual Landscape Plan included with the PUD Plan. Entrances to the neighborhood and the park are highlighted with enhanced landscaping creating a sense of arrival into the neighborhood. Native landscape with low water requirements is proposed for the trail corridors, open space tracts and well radii. Landscape buffers are provided along County Roads 32 and 13. 5. CONSISTENCY WITH TOWN'S COMPREHENSIVE PLAN The Mead Comprehensive Plan dated March 018 has been utilized as a guide to 4uture development. The following analysis of consistency is based on the updated plan draft dated March 2018. The Comprehensive Plan states the need for growth for the Town of Mead to thrive economically, however, the growth shall be in a coordinated approach between housing (provided by Red Barn), services and industry. The site is located in the East Side Neighborhood with a Future Land Use Map designation for the site of RMU. . This mixed residential category promotes a variety of residential lot sizes, density and scale ranging from large lot to multi -family and senior housing. Seven Vision themes are established in the Comprehensive Plan. With each theme, goals, policies and strategies create the shared community visions. Red Barn meets many aspects of the Community Vision as follows: • Small Town Community harrcter- Red Barn is located in the East Side Neighborhood where development is proposed to enhance the Town economically allowing it to grow and support the Town's vitality with new residents. Although a new neighborhood, the design standards and character established tong ago within the Town will be maintained. • Friendly titlei:ghborhoods Red Barn will provide homes for families desiring to live in a safe and friendly, community with a small-town feel. A variety of home sizes, styles and prices that will be attractive to working families, young professionals and seniors who enjoy a ranch style homes Page 3 al 4 Red Barn Zoning Assignment tune 8: 2018 )ut:btank 6/27/2( Page 4 c �► Strong Connectivity: The vehicular network of roads is being established as the East Side neighborhood develops, The opportunity exists to further enhance pedestrian and vehicular connectivity through the completion of roads and trail connections within and adjacent to Red Barn. Trails are proposed throughout the neighborhood that will connect to proposed regional trail system at the north around Lake Thomas. • Dynamic Parks, Recreation and Open Space: Red Barn proposes Iwo main park location and an interconnecting system of open space and trails. The parks vary in size and provide both passive and active recreational amenities. Each park has at least one street frontage to keep "eyes" on the park to promote a safe and healthy recreational environment, An Expansive atural and Agrarian Setting: Port of maintaining the vision of the Town's vision is connectivity, environmental stewardship and the preservation of Mead's r -u ra l and small -torn character through conservation in design and the protection of large-scale open space and farmland. Red Barn will promote these concepts of environmental susta inabi lily by limited water use in both the homes and in the landscape. Common area landscaping will utilize water wise techniques. The open spaces of native grasses, the farming concept and on -site farm operation all support the agrarian setting historic to Mead_ Thoughtful Community Planning, Facilities and Services: New h o rn e s a n d residents will provide addition& tax dollars, and the developer/builder will pay fees to both the Town of Mead and special districts further contributing to the financial health of the service providers to offset the cost of new development The HOA/Metro District will maintain internal parks and trails lessening the burden on the Town to provide these services. Overall, proposed Rezoning to RSF-4 PUD is in compliance with the Town's Comprehensive Plan and Land Use Code. The neighborhood is planned in a compatible and sensitive manner and open space, parks and trail connections ore provided throughout the neighborhood enforcing the goal of an interconnected community. Thank you for your time and efforts in reviewing the Red Barn Zoning Assignment. We believe the neighborhood will be an asset to the Town's East Side Neighborhood and look forward to continuing to work with the Town to see this unique neighborhood to fruition Respectfully submitted, kati:U., tic Karen Z. Hem', Principal Page 4 o1 4 Red Barn Zoning Assignment June 8 `0 ] 8 m4, b Lank 6/17O( Page 1 o Project Narrative March 14, 2018 RE: Red Barn 13 Estate Lots The 13 estate lots proposed in the initial filing will eventually be a part of the 200 acre master planned community known as Red Barn. Red Barn will have a professionally managed produce farm as its centerpiece along with numerous walking trails and other recreational amenities. The overall community is expected to provide a range of housing from the entry level mark (mid $300's) to semi -custom homes in the $700's-$1 million targeted for the thirteen estate sized lots, and with larger production homes in the mid 500's in-between. The project is compatible with the new comprehensive plan released in spring of 2018 by the town. The 1300 acre master planned community Barefoot Lakes is located to the south within Firestone's borders and Mead's Grand View subdivision is to the east. Water supplies for the initial phases has already been secured with Little Thompson Water District and sewer service is already adjacent to the property ( 4with the exception of the six estate lots that cannot be served by sewer). The thirteen estate lots will have their own HOA which will be responsible for maintenance of the private access road, trash and snow removal. The attached submittal is for thirteen estate sized lots. Six of the lots are one acre in size and cannot be served by sewer. Seven of the lots are approximately 2/3 acre in size and are served by sewer. The homes will face CR 32 and CR 13, but will be accessed via a rear private access road, Thus, from the street these farmhouse style homes will present attractive front porches and facades to the public. This will serve as a nice buffer to the higher density development in the middle of the subdivision, An example of the architecture is: mrlt:blank 6/27/2( Page tc HISTORICAL RECORDS SEARCH March 14, 2018 Per Jennifer Vecchi and Christopher Kennedy since there are not any structures located on the property no further historical records search is necessary. nit:blank 6/27/2( Page 3 a PRELIMINARY LANDSCAPE PLAN March 14, 2018 A 25' landscape border along CR 13 and CR 32 will be provided. A landscape plan will be developed in accordance with Mead's specifications for this landscape buffer which is shown as a separate tract on the proposed plat for the 13 lots. Insofar as road widening will be required as part of the larger community development, but not for these thirteen lots, we request that landscaping for this 25' strip be delayed until the road improvements are completed. We have recently engaged a landscape architect for the larger project and will submit the plans for the 25' landscape buffer along CR 32 and CR 13 shortly. )ut:blank 6/27/2( Page 4 c MINERAL RIGHTS AFFIDAVIT March 14, 2018 13-32 Development, LLC does not own any of the mineral rights or water rights relative to the Red Barn property. Anadarko is the leaseholder and operator for mineral rights production, We have been in touch with Anadarko regarding the concept plan and they do not have any objections at this time. We are in the process of obtaining a formai mineral rights search and will provide that within two weeks. The contact person is: Katherine Ross Landman Kerr-McGee Oil & Gas Onshore LP, A subsidiary of Anadarko Petroleum Corporation 1099 18th Street, Suite 1800 Denver, CO 80202 Office: 720-929-6671 Cell: 970-443-2905 Andrew Batson Project Manager? 13-32 Development LLC }ut:bland. 6/27/2( Page 1c MEADOWS a HOMESTEAD CR 13 (120'ROW) O b 0 06,1 CO yv i.l.r 0 MEADOWS HOMESTEAD �N-11WIP r d t tn.•.41 iii 'Et Amin = Art GANTORAIIIILeG On won eats sterMilfambo trot aE 'MI DLISIAMPlat • • i .. # 0 • i , I I O• —a 6 • NOTES: .lr, e !Ps r+i. lic+nl'Syri 1+ i� r rw Li" ail ,r(}'T► a:RwLJr:Ate?beA4ral ILMO.4.}ICAL*LAt A'AN%4. bat floatMite:tr "!.),a) E . tin ratlanitiaaPcs ye 'rib .a.. Mi111i tew.earati, r•ii itr•Y arts etwarelit 'Lc" PHASING LEGEND PHASE 1 C "i 75' X 120 MINIMUM LOT SIZE [o TOTAL) 5O' x <O5 MINIMUM LOT SIZE 450 TOTAL) bQ X 105' MINIMUM I.DT SIZE pa TOTAL) PHASE 2. a • • • 75' it 50 x 1₹a' MINIMUM WI 1O5' MINIMUM LOT 125' MINIMUM LOT PHASE 3: map a 7a' x 1io' MJNIMUbi tOT • • SO' x 105' MJMINUU LOT 80' x 105' WJNIMUm LOT PHASE 4: sy 75' X 12C M NIMUM LOT 50' X 105" MIN1MU11 ;,QT �(! X 105' MINIMUM LOT PHASE 5 a • 75 x 12O' MINIMUM LOT • 50 it 105- MINIMUM LOT 80' X 105' MINIMUM/ LOT PHASE A: SIZE (I7 SIZE {27 SIZE (25 TOTAL) TOTAL) TOTAL) SIZE (Z9 TITS SIZE (24 TOTAL) SIZE (18 TOTAL) SIZE C24 TOTN-) SIZE [57 TOTAL) SIZE ( :; TOTAL) SIZE (4.3 TOTAL) SIZE {34 TOTAL) SIZE [35 TOTAL) GU5TOtri LOTS/SIZE VARIES (7 'TOTAL) PHASE B: RED BARN SUBDIVISION TRACT A OVI R,ALL CONCEPT PLAN & PHASING PLAN WNW. RSF- i & IMF —a MEAD. COLORADO Brat '331 J to OD MI 7?31R1.NE: a ,. 723- I CUSTOM Lars/SIZE VARIES 1 S TOTA1) Rocky Ridge Civil Engineering d•'4 an s: Maas. 'DI weirs, ea p'W J PINS l .s1•Ir� 1 OF 1 )u1t:bla 6/27/2( Page 1c I' CR 32 (100' ROW) I 4 It J N I I ... 0 SE -as. I •rS+C.9i' .+- • r�:.�• In i wore* et a a "' Id I Sr .r ea S *—.— .aea..all a Saab ...rs r I 1 1 SEMIS'S, a._ 4—.iS-n 4i.a.l 3S -at R CR 13 (120' ROW) m a a -a a , a . ' S 91til Sl�. 0 0 C 0 0 0 0 0 0 0 0 0 0,0 0 00 0 0 0 0 O'0001000Qfl 0100000000i •I t7 RED BARN SUBDIVISION TRACT A WWI -WISP wPM u= SK S :0 0 ." 0' 0 0 0 I 0 0 0 0 X I 0 0 O 0 0 0 ID 0 Q 0 0 _i__! 0 O _ a *OI0Ci t11 0 $ (El J G} eustM,gravel 9 ..: i. i L-.. an-..-.; a, ee r44 -;a Lit L's W efcanrr barn paauce stand +b•+e+r not y,a' peo p,}gsizt,c pool? 3b iandasape puller and sia ate: PHASING LEGEND NOTES: S an c* ataacp.als ee�Ramos alt eassr^_ Oy toe 1;+51 JWL ? libel: QUAK=ER 4i CTOfl =SS, (e£dtii eiPi Larlibuteetre .17 G11W r.)'O O" 'e 1 - #Li11.1Pa1 N CAP IR i krlMM.>r Qf.+S asX xiCq C y As iion, SSThAtiI: si AP si - l i .ii`-ammr I.iutt PHASE 1: 7a' 1211 MINIMUM O 501 X 105' MINII4UM 4 6i0' k 1l3 611rYIW1Jh! LOT SIZE LOT 512E ;,,oT 61.E PHASE 2: 75. x 170.• MINIMUM LOT SIZE O 50 X 145 MINIMUM LOT SIZE O 8Q' x 11 ' ' MIPOIMUM LOT SIZE PHASE 3: 75' Y. 120° MINIMUM LOT SIZE 50' X 145 MINIMUM IU:IT Sill ,f] 60' X 1O5` Pairl/UM LOT $i2E PHASE 4: T5' x 12O' MINIMUM O 50 X 105` MINIMUM 1„YI 60 X 11?5- MINNUte PHASE 5 C ?5 x 120' MIN/IIL*I 54' X 1Q5' MINIMUM -so' X 105' edirnous PHASE A: O LOT 512E LDT SIZE jT SIZE LOT SUE 1.01 SIZE LOT SIf l (o TaTk.) (50 TOTAL.) (X) TOTAL) 117 rout) (27 TOTAL) (25 TOTAL) (20 TOTAL) {26 TOTAL) (18 TOTAL) (2+ TOTAL) ( 7 TOTAL) 1-11 YOT/4O (43 TOTAL) [34 To :4-) I3S TOTAL) CUSTOM t /S ZE vAcliES 47 TOGA ) PHASE B: C ZONED R. —1 8 RSF-3 I EAD, CQLORA JC War 03101 tots CAD w 1231IIAME JUNI le? 72.3-1 C U'ST41s LOTS//CE YA'RIE5 (6 TOTAL,.) Rocky Ridge Civil Engineering Tree Y. 1 OF )ut:blank 6/27/2( Page le fwn of Mead LUA # F P . 970-535-4477 www.townofiricad.org 441 Third Street P, 0, Box 626 Mead, CO 80542 FINAL PLAT TECHNICAL CRITERIA FORM C Project Marne R.�- 91.304-P..„10 013 bi I OM ON Cos -rot Ler 1/4) Project Address and Legal Description Coarat 3 a 4 toes) As -AP TiLitcseJ'?�nS) \ o Q{rhx. IEOO Lp geon Criet iitua, ((inks Si?C--12 4: Date Submitted 3 14 hie s \r Vflt3 (7 icy1;) Fees Submitted Please provide the following to the Town Clerk with this checklist form, For additional at information, refer to 16-4-70 of the Mead Town Code, g2 r'e' a- lac g> (Pal Not ire Sne „Leto V free Cofmsf's 5. pop;e5 ''_ For (c rt%.. t c'eve l S LviodifeserA3y 1 e-(4), paper copies of the complete application package. 2. All maps, legal descriptions and surrounding property owner information on 3 .TSB drives. 2. S1 (Liu 3. Land Use Application Form, including certification of ownership or statement of authority. 4. Fee Agreement and deposit. 5. Surrounding and Interested Property Ownership Report. 6. Title Commitment. The title commitment must be current and dated no more than thirty (30) days from the date of ` application submittal. 7. An affidavit certifyingthe names and aid esses of all mineral and subsurface right owners. � rte: ' cdri ort Aron, . 8. Final Plat, The final plat drawing shall comply with the following standards: The plat shall be prepared by or under the direct supervision of a Colorado registered professional land surveyor, shall be signed and stamped by said surveyor, and shall meet applicable requirements. Plats shall not include parcels that are not contiguous, nor shall more than one (1) plat be made on the same sheet. Contiguous parcels owned by different parties may be included on one (1) plat, provided that all owners join in the dedication and acknowledgment. )ut:blank 6/27/2( Page 2 a 3r,51 4N‘s\\ earrt5 v'ee'r \\\ Lengths shall be shown to the nearest hundredth of a foot and bearings shall be shown in degrees, minutes and seconds, The perimeter survey description of proposed subdivision shall include at least two (2) ties to an existing section monument of -record and a description of monuments. One computer printout and electronic data of the plat boundary closure data (perimeter bearings, distances, closure and acreage information) shall be submitted to, and in a format as required by, the Town Engineer. The survey shown shall not have an error greater than one (1) part in ten thousand (10,000). Bearings, distances and curve data of all perimeter boundary lines shall be indicated outside the boundary line, not inside, with the lint i i ie sio ns, Names and signatures of all owners of equitable interest in the property being subdivided shall be on the plat and shall be made in black permanent drawing in Major survey monumentation, not including interior lot corners and other minor survey monuments, required for subdivision or re- subdivision shall be completed before final plat approval is given. Compliance with all the rules and regulations as set forth in Artie lies 51 and 53, Title 38, Colorado Revised Statutes, 1973, as amended, shall be required. The final plat shall be twenty-four (24) inches high by thirty-six (36) inches wide and shall provide the following information: • Tie of t'tit't'titent • North arrow, scale (not greater than 1'1=100') and date of preparation. • Vicinity map. • Legal description, • Basis for establishing bearing. • Names and addresses of owners, applicant, designers, engineers and surveyors. • Total acreage of subdivision, total number of lots and total acreage by land use in a separate box on the first or second page of the set. • Bearings, distances, chords, radii, central angles and tangent links for the perimeter and all lots, blocks, rightsaofwway and easements. • Lot and block numbers, numbered in consecutive order, and square footage of each lot or tract. • Excepted parcels from inclusion noted as "not included in this subdivision" and the boundary completely indicated by bearings and distances, • Existing and proposed ri ghtsa of -way in and adjacent to subject property (labeled and dimensioned). • Existing and proposed street names for all streets on and adjacent to the property. • Existing and proposed easements and their type in and adjacent to subject property (labeled and dimensioned), Location and description of monuments, Final Plat Technical Criteria Form 08/09 Page 2 of 6 mit:blank 6/27/2( Pagec • Floodplain boundary with a note regarding source of information (if a floodplain does not exist on the property, please state this art the plat). • Signature block for registered land surveyor certifying to accuracy of boundary survey and plat, • Signature block for certification of approval by the Board of Trustees with a signature for the Mayor and Town Clerk. • Signature blocks for utility providers. • Certification of ownership, • Dedication of streets, rights -of -way, easements and public sites to the Town of Mead, • The Final Plat Map shall contain on its lace the following certificates, Text is to be 10 pt, (011388811) AutoCADTm Roman Simplex, Helvetica, Arial or similar "san serf' type. Add signature lines to the Certificate of Ownership and spaces in the Notary Certificate as necessary for multiple owners. Add additional Notary Certificates as necessary for out-of-town signatories. Remove "extra" titles and signature lines in the Certificate of Ownership and spaces in the Notary Certificate as appropriate. The certificates are to be placed in columns not more than 6 W' in width. If multiple columns are required, separate the columns by 1". Legal descriptions are to contain a blank line separating each clause to the description. 9, General Development Information. Provide a written description confirming that the final plat conforms to the preliminary plat with only those changes to the Preliminary Plat that were required by the Board of Trustees, In addition, the description shall address how the proposed development conforms to this Code. 10, Complete Engineering Plans and Specifications. Construction Plans and Profiles, The Plans and Profiles shall be prepared by a registered professional engineer licensed in the State of Colorado, shall be twenty- four (24) inches high by thirtyesi (36) inches wide and provide the following information: • The horizontal to vertical scales shall be chosen to best depict the aspects of the design. • Minimum horizontal scale: 1 "=100'. • Minimum vertical scale: l"=10'. • The typical road geometric and structural. cross-section is to be shown on each plan sheet. • The plan must show right-of-way lines and widths, road names, lot lines, tangent lengths and bearings, curve radii, delta angles, curve lengths, chord lengths and bearings, stationing at all beginning of curves and end of curves, intersections, structures, angles, curb lines, cross pans, traffic control devices (islands, striping, signs, etc.), drive cuts, curb returns and radii, and all other features to enable construction in accordance with approved standards and standard engineering practice. Construction plans Final Plat Technical Criteria Form 08/09 Page 3 of 6 )ut:blank 6/27/2( cilstwit Vnt Gars Nor 41/444, Noic net °Wits rson #1.," irkomY co 11A al 'rig 1 • • • r Log__ • i Page 4 a shall also include water, sewer, sanitary sewer, and brown water irrigation systems. and any other utilities such as irrigation ditches. (Note: The developer/owner is responsible for coordinating with the appropriate dry utility companies (Le. gas, electric, telephone, cable), The profiles shall include ground lines, grade lines ofcuib and gutter or centerline of street elevation at point of intersection of vertical curves, intersections and other critical points, structures, and all other features required to enable constructionin accordance with approval standards. Signature blocks for all utility providers unless other isfrovidcd i agreement worm,...) t'' .Ve Off 4 Structure Details. Sewage Collection and Water Supply Distribution Plans, Profiles and Specifications, Final Drainage P l ans and Reports. Final Grading Plan. Soils Reports. Final Street Lighting Plan. Final Landscape Plan. .utoC ADTM Drawing File. Special Documents (as Needed) : o Special agreements, Floodplain Use Permit (from Town). o State Highway Utility Permit (from Colorado Department of Transportation), State Highway Access Permit (from Colorado Department of Transportation). Construction Dewatering Permit (from Colorado Department of Public Health and Environment). 404 Permit (from Amy Corps of Engineers). o Air Pollution Emission Notice (APEN) (from Colorado Department of Public Health and Environment), Work in Ditch Right -of -Way Permit (from individual ditch companies). o Rare Species Occurrence Survey (from U.S. Fish and Wildlife Service). Subdivision Improvement Agreement (SEA)1 o RighteofeWay Permit (from Town). o Grading Permit (from Town). c Improvements Guarantee Cash, certified check, or a Letter of credit from a bank in Colorado or other acceptable collateral in the amount stipulated to in the STA, posted in favor of the Town in an amount sufficient to assure construction of public improvements for either part or all of the plat, as the Board of Trustees shall determine. Approved adjud .c .tion of Water Rights and a Plan of Augmentation Of applicable). Protective Covenants, Homeowners Association (HOA) Documents, Metropolitan District Documents, Articles of Final Plat Technical Criteria Form 08/09 Page 4 of 6 ) cat:blank 6/27/2( Page 5 a rat.to Pieter) RoPr Rtoces5 iNtA thyvcc,c) 001.0 (5:et gl?(- cfinetANAS cat -c0:4% � f2c �'�• 126 Incorporation for HOA, and/or Architectural Design Guidelines, if any finalized and in a form for recording. If there are open space areas to remain in private ownership within the subdivision, the HOA documents must have in place a mechanism which will assure maintenance will be funded in perpetuity, FEW,. approved applications (Le., Conditional Letter of Map Revisions [CLOMR] or Letter of Map Revisions [LOMR3)4 o Documentation showing who will own and maintain the open space, o Documentation for dedication of public sites for open space or other civic purposes ail public lands other than streets shown on the plat or, in lieu of a deed, a check in an amount to be determined by the Town. 11. "Clean" Final Plat for Addressing. Title of project North arrow, scale (not greater than 1"-100") and date of preparation. Vicinity map, Lot and block numbers, numbered in consecutive order. Rights -of -way and street names. w a Property boundary. ( ctiProise i 1\k -rid t (4(3tOR-tt-4'-kecer `re Lit4oz$ 64-Ptiuo LoI-t'.qL,_�;•� 011-4111.43, i 5 ¢3 iii s... 4iie'b"T_ InL 9a_ Other Information. Any other information as may be requested by the Town. ct a; ir et revert, ) --l" - Cu cremen 3 /015 fl7scS 9t- riettloa cal ientei• y its'.- - (anw i ' • e Applicant certification Sign in blue ink. Attach additional pages with certification language and signatures if more than two applicants. I (We) certify this application and all submittals hereto are complete and accurate, Applicant(s) Applicant(s) c✓Leoit,r _ Ci),, C,of Final Plat Technical Criteria Form 08/09 Date Page 5 of 6 nut:blank 6/27/2( Page 6 c Staff (Use Only Upon acceptance of this application by the Town as a co ple to application, a copy of this form, with anticipated hearing dates, shall be provided to the applicant by the Town, Anticipated hearing dates may not be actual hearing dates depending upon referral comments received by the Town. Application Accepted Date Fees Accepted Date Amount Application Determined Complete Date Open Space Committee Meeting Date Planning Commission Public Hearing Date Board of Trustees Public Hearing Date By By Recreation Committee Meeting Date I . Applicant submits forty-four (44) copies, nineteen (19) of which are bound in D -ring binders, of the application to the Town Clerk. 2, Town Clerk sends notices) of public hearings, 3. Town Clerk publishes riot ices) in a newspaper of general circulation. 4, Letters of Support and Commitment to Serve letters received from providers, 5, The applicant posts signs on property, A picture and affidavit of posting signed and dated by the applicant submitted to the Town Clerk. 6. Applicant submits three (3) 24" x 36" mylar copies, one (1) paper copy and two (2) Auto ADTm CDs of the approved final plat to the Town Clerk after Board of Trustee approval. 7. Town Clerk obtains the Town Officials' signatures and records plat at Weld County Clerk and Recorder's Office 8, The Town will provide the finalized Subdivision Improvement Agreement (STA) for signature. 9. Areas designated as open space shall be protected by a deed restriction or other appropriate method to ensure that they cannot be subdivided or developed in the future and will remain as open space in perpetuity, 10. Other Certificates, Affidavits, Enfore ements or Deductions, As required by the Planning Commission or the Board of Trustees. This will include the final SIA and required financial securities, . 11, Special warranty deeds shall be provided for lands dedicated to the Town for parks, open space, water rights, both surface and underground, and other uses. Final Plat Technical Criteria Form 08/09 Page 6 of 6 nut:blank 6/27/2C Page 1 c Town of Mead 441 Third Street P.0, Box 626 Mead, CO 80542 970-535-x-477 - www__owaotinead_org PRELINII\.aRl' PLAT TECHNICAL CRITERJ A FORM Project Name iCet ;As>._41/4..) Project Address and Legal Description Date Submitted r� O L SEce Z97_7131i 52)500 icipp a-i.'-' Fees Submitted 3jp coo s Please provide the following to the Town Clerk with this checklist form. For additional information, refer to 16-4-106 of the Mead Town Code. int Art es a 0 $6 eceas rev - Ay OW j2- Ole k cc_3(A op.ta oar Ceratip LE:r nits cViGadcv U S Via, 1. flc'4Ipaper copies of tilL complete application package. 2. All maps, legal descriptions and s urroundiug property owner information on 3 3. Land Use Application Form. 4. Fee Agreement and deposit. d -P rt RAS ?CV/5CJ 5. Title Commitment. The title commitment must be current and dated no more than th i rt (30) days from the date of preliminary plat application submittal. laC)36 PizAv6 6, Surrounding and Interested Property Ownership Report - Provide the Town Clerk with a current list (not more than thirty (30) days old) of the names and address of the surrounding property owners (within three hundred <300) feet of the property), mineral estate owners and appropriate ditch companies. The property owner list should. also be submitted on a CD in an Exce 1TM spreadsheet. _ 7. Preliminary Plat. The preliminary plat shalt be twenty-four (24) inches high by thirty- six (36) inches wide and provide the following information: Title of project. North arrow, scale (not greater than 1" = 100') and date of preparation. Vicinity map. Names and addresses of owners, applicant, designers, engineers and surveyors Preliminary Plat Technical Criteria Form 08/09 Pa€e1of 5 )ut; blank 6/27/2( Page 2 c 0. jti'segt:1-49. Legal description. Total acreage of property, ed-lk ui (ri g- CusrewL. Wypul �v�e Existing contours at two (2) foot intervals (contours shall be based on USGS datum). Name and location of abutting subdivisions or owners of abutting property (if land is not platted). Lots, blocks, and street layout with approximate dimensions and square footage for each lot. Consecutive numbering of all lots and blocks_ Existing and proposed rights -of -way and easements on and adjacent to the property. Easements should be labeled with recording and beneficiary information. Existing and proposed street names for all streets on and adjacent to the property. Existing ng and proposed zoning on and adjacent to property. Location and size of existing and proposed sewer lines, water lines and fire Existing and proposed curb cuts on and adjacent to subject property Location by field survey or aerial photography of existing and proposed water courses and bodies of water such as irrigation ditches and lakes. Water courses shall include direction of flow. Floodplain boundary with a note regarding source of information (if a floodplain does not exist on the property, please state this on the plan) . The boundaries of proposed phases of the subdivision if the final plat is intended to be submitted in multiple phases. General location of existing surface improvements such as buildings, fences or other structures which will remain on the property as part of the subdivision. Location and acreage of sites of proposed parks, playgrounds, sehoots or other public uses. Location, function, ownership and manner of maintenance of any private open space, parks and trails. Preliminary Plat Technical Critenna Form 08/09 Page 2 of 5 nit:blank 6/27/9( Page 3 c • .64 40V4ii <5 e �a-cf ��V�e_ s ft Is\-evett Cm -A.6 reAtk,Ctjr,>L1 \SAIL k‘k-arCLIS jis4sihnan Otir‘Pit )IC Sokr teccas MAE pliiii;olve Souse °BY knizt.t4 kvgaitix gyzeces (4.a24,14t)ie oN) Ft tcf I ED rciAt IfS4cLeRS1/20 cm) Ft faiarces Land use table - the table shall include: land uses, approximate acreage of each land use, and percentage of each land use (including how the pub liclsemi -pub lic1 land dedication requirement will be met). Total number of lots. Number of each type of dwelling unit proposed. Signatory certificates. Oil and gas well locations (drilling windows and setbacks) and locate any gathering lines. 8. General Development Information. Provide a written description of the existing conditions on the site and the proposed development. Inc lu a the o ]o rin items: Explanation of how the preliminary plat is consistent with the sketch plan, and if there are any differences, what they are and how the plan is still consistent with the community's vision. Explanation of how the items of concern expressed by the Plann'ng Commission, the Board of Trustees and by the public at the time of sketch plan review, have been addressed. Explanation of how the plan is consistent with this Code and the Town Comprehensive Plan, 9, Preliminary i..nar y Grad n' - and Drainage Plan and _..epos:-. 10. tvtaster Utility y fi Rita k lin , Coy5ra.0 -/r04'3 1 ecniS. a Cca ;es, ‘,e, I1/43 Nit$ O VWCiAIC ,C c eletktv 51“--fr. coNp. 3 4' 4 it nts , O A Lrtiece,i ru"+4 / ins{ o , t. O A . VVt`thh_of ij t to rr E T P r y t3 fl e I t 1 I .r 11. Preliminary Landscape Plan. � ..a . , du S - - it "' r a e Its, s tr en i. etti is 12 Preliminary Open Space and Ecological al Characterization Plan. 13. Traffic Study, 14. Draft of Proposed Covenants and Architectural Design Guidelines/ if appropriate 15. Mineral, Oil and Gas Rights Documentation. K 16. Soils Report and Map. Four copies of a complete soils report and map must be ,7 submitted. V 17. Geologic Report. Four copies of a complete geologic report must be submitted 18. Colorado Historical Society Records Search. If a listing shows a significant finding, a site -sped fic historic survey is required. The survey shall provide the following information: Preliminary Plat Technical Criteria Form 08/09 Page 3 of 5 )ut.biank 6/27/2( Page o Site identification including: Statq site number; Site address; Site location/access; Type and description of finding (what is historic); and Owner's name and address. Eligibility assessment for historic designation. Statement of significance. Management and administrative data including: References; Photographs of the site; Maps s of the site; Name, address, phone number and qualifications of person completing survey; and Date of completion of survey. If, in coordination with the applicant, the Board of Trustees decides to protect an historic resource, a protection plan must be devised. %rat C 19. Water Supply 1 Report.Pr 1r,n roa P sertv-c erg I 20. Other Information. Any other information as may be requested by the Town. r . .rte' r-. • • • rt � r r• •i•�.i .1 s_-7..— s a Applicant Certification Sign in blue ink. Attach additional pages with certification language and signatures if more than two applicants. I (We) certify this application and all submittals hereto are complete and accurate d f Applicant(s) L 1 T } if C. .11 1 ', i� CCis .( M Y - � • f k r1 iR { ,f ` .. J _ • �. 4 �r f ii. iC • Applicant(s) Date Date Preliminary Plat Technical Criteria Farm 08/09 Page 4at5 nit:blank 6/27/2( Pa,ge5o Staff List Only Upon acceptance of this application by the Town as a complete application} a copy of this form, with anticipated hearing dates, shall be provided to the applicant by the Town. Anticipated hearing dates may not be actual hearing dotes depending upon referral comments received' by the Town. Application Accepted. Date By Fees Accepted Date Amount By Application Determined Complete Date By Open Space Committee Meeting Date Recreation Committee Meeting Date Planning Commission Hearing Date Board of Trustees Hearing Date 1. Applicant submits forty-four (44) copies, nineteen (19) of which are bound. in 0 -ring binders, of the application to the Town Clerk. 2. Town Clerk sends notice(s) of public hearings. 3. Town Clerk publishes notice(s) in a newspaper of general circulation. 4. Letters of Support and Commitment to Serve letters received from providers. 5. The applicant posts signs on property. A picture and affidavit of posting signed And dated by the applicant submitted to the Town Clerk. 6. Applicant submits two (2) 24" x 36" mylar copies, one (1) paper copy and two (2) AutoTM CDs of the approved preliminary plat to the Town Clerk after Board of Trustee approval. Preliminary Plat Technical Criteria Form 08/09 Page 5 of 5 )ut:brank 6/27/2( Page 1 c Aurora Charlton From: Sent: To: Cc: Subject: Attachments: Aurora and Andrew, Jennifer Vetchi <Jennfer@vetchiassociates.corn > Wednesday, June 13, 2018 1:59 PM Aurora Charlton; Andrew Batson Christopher Kennedy; Helen Migchelbrink Preliminary Plat and PUD application fees Fee Schedule 2017,pdf The fees for the overall Preliminary Plat and PUD overlay are listed below and shown on the attached Fee Schedule. They will need to accompany the submittal. Preliminary Plat PUD Overlay (zoning amendment) Regards, Jennifer Application Fee: 20500 Deposit: $10,000 Application Fee: $ 750 Deposit: 5,000 Jennifer E. Vecchi, AI P, LEED AP BIB+C Principal 174 vecCHi & ASSOCIATES, Ltc Pty Box 1175 Longmont, Colorado 80502-1175 Phone: 303-•774-0173 Email: jean ier /°vecchuassociates.com Website: itivww.vecchiassociates.com nit:blank 6/27/2( Pagel c Cant Notate !IiS i ru Ciu. Commitment ,tots Prntatred In lnlerrn8 Lead St rvpyt q trio, by true OWL Titan Cartmatathent in prepared ay prepared hrrj Inca Jibe Cosenerins Company, ardor rwredr FCC 1154.5,5 —3. +H.C.irre data D.orct• 27, 21117 Only aIAM eilden ends andfui nettle sal tray When are eitLc in be deemed. a taloa on Sc•adi4e 8 — Section 2 (e .ptltard). Peat i — 53 dl lax searfwnrttnent one tar an this map. ltd further mrtaet orvd/s rate all soy rvearsl, am that those on fins map, sae regsastl,td 4y VIP dent alt parfor+ted by Internal Land Stine", Ina, tot tfi✓la twvj, 2. The man award Pronely te 14140 4441 itW,i t Zat. X (moo. of swim* dotting) of the FEHA tF kits Certrriuntly Papa Mgt, o6lZ3C1af60E ellettlise data fli„cry 211. 201c. .2 Wide seen as Ibehapr err "'t 4' ype yispPts wet ~SO new r a Th, t tii5.a" a₹d tined it ei • - Iiw anent terra alt it aP dratsrtbod alt Oa i. Brea S Swap foe Uul. survey ,Ira basso an Mt WWI beady 01 South UDUL OC Sat on the Eoet Rifer qt the Mo Pecert Quarter of Seatio't 24-'.f--68 da per Di. Recorded £aanptaen Pio 12117-24-01 REC:07-0040 Pilaw Yaeier•e,latIt'rt cr saki tnb de show& nelson s. Rae prep.rty ottne le etaperrelble Per the milrrtoea'w tit S an #'tae nap Maid., d. NOTE: %Akins of this Sabcfns,on rote pr reasarir platted a, + Lot Q. Rarest Exemption No 1207-24—OI pE4?I17—ogle Reeerosel Aimed 9 2011 me Rest a' Iwo +6323x,70, band a pat or the Ilit-lfwaN. Worker al 5actra't 2.4. torn 3 tent. Range Bd sired of the 6tdt PrisOpti fieeFa ro% Matadi al *did_ Shake of edia`oala AND e Lot ma kn.,S EEAsnnhiett Ira. Irb07-24--G4 ittCCXt7-0011 ; Recoiled October lit 2017 et Remain, Nee 43455117, team G part of tni Saudis= Quads a 5atlat 24. Turtttr p North, Rowe 68 Wiest of three Sin Principal kieniittrt, County at Mild., Slate .4 toiaraio P1JJEDT CONTACTS Engineer In% oddly Ridge clvi Engineering 420 21st Amnia, Saba ICs conga iomt_ Caiorode 80501 fLopacanc / Owe 13-33 Deveapin.rt. LAX I2d56 Illatsti8s Lai Lanq+wn 1. Colorado 80504 54JWVE1IN3 CERTIFICATE Suo'ryor: norm* Lard Suraryrtq. try. 1301 Wire* Cievetand Aseatie Lowell ret4 Worts* 545.57 t Mann Jahn Sfariast. A Asgrasiej Prroiwekti4P Load 5biniey'or In the Suitt of C ram. Oa niece tertjj mat itra sraminadra(„rttr Roe, uin a bran lea comic( de meat cui of Ob the on *acted parcel at r lathe. ' auras en, lett dos tainevirtnittei Plat and ttcd thscriptlan "a.. means Lauer sfly [Oral A imam awl ,e i in clertl alto tyyydetole Sloth or Colorado rooksireere 'lt.t an larks ._cloy at — - - ; ritttpetea ti} ono on Bletedf Ot INlEft 4.L LMIO Ski 1'wlE"Mtit, INC 1.301 Worth Ciesrond Avenue L asei442. Cetiostado 40557 (970) 889.13566 5tr vw ADM SWAMP C4Grailcl tats 10462 Sohn nttnt.e.g . ta.ur sei nit -.it ae-rinit .* as♦sr, awl .faG.a la P4 erred t des ems Sr a 4th .rn .Wage a : a -$L Os sou ,rhea -wail Sr err t !SI ' ere wee be Callan ,.en IMP JO rtra Sea era #e+ J Inc eta i" iP 16~ RED BARN SUBMVOSKOM F[lEhtecAL PILAW A SUEONIS1ON BONG PORTIONS OF SECTION 13 AND S€C11CP4 24. TovA'dSHIP 3 NORTH. RANGE 68 *EST OF THE 67H P.it, AND PORTIONS OF SECTION iSt AND SECTION 19 TOWNSHIP 3 NORTH, RANCE 67 'WEST OF THE 6TH Pj41, TOIM4 OF *AEA% COUNTY OF IAEID, STATE OF COLORADO SHEET 1 OF 6 MICR 9x1 VICINITY MAP SCALE - 1 -=1 50I a CERTIFCATE tDF AF'PPV' UAL BY THE BOe$E3 OF TRUSTEES 2 Tkb- Final Piot map cd RED MPH Si$O' SS*''tt FINIAL PLAT, a Subdndson In ins Tarr of Link, Calorodor le % offered &CI 420611g60 by Witeldrtca Nee oaeaed a+d adopted of tee 'molar etureellney of me Board of Thais et (lust Coiarada, had an , 2C0_, and recorded an as Macesleee lei r Wed eteorell rd 4a. Chat and t e,¢dta of as Cir io t p. Cora be the !BGttr'11 alt :shin to a4 ti , ' c the a.;iah➢Inarg, 4 Pew nit. teiitri re ernet-ti,. rpais& easeci kieerbie. Pak asara r r Pea Pia elms rswelledd.tt alt flit ed roe paper .*n ae seen sewn s -teas use aasitptts flown rsitoo lot the pu1pa1 n abeam are hereby accepted NI moo4l.ona, taint one scatifleati n• asil:001dd rat cestabeed hrrn Waal be during an the owner. Its her; srmeei ns and men Al writs htarrrs with ierprcl Ip rrtPro++arwla tar at uirtiry Mena Paletp ci Itrtina roomy, t'andetercana. aarls outtn. hichreels was ear.ars. rood 17flng. rood alga, read protection anions. eratnces •truCtreeit std ohs hr.Prulerlen eetq Prat may 4a rkttiihned to winded fl abd'aiides Molt by tM rtspota ti4ky of Vs arner(a) and not the Toe,. The eanainraterr, alt i annemed. 6anslieleq the adacUr s — one tha repwreertipn et ,eraknt.noita respomaaslliy tar acrd enpratrenWith sy the Town a' dV'rrr turtkrv. Broil be wield la a eepaale Subdivision Irrpavnni 4rPnwmett• This assuplartar o1 the Clad Plat 9a• nal jaunted Iho1 Its tai tattfrtSer_ evessralgoeouran a c:avdtian• cr a actin tonaadans of any fat *an Oars as suSs that a heading pant Ma ha antand Aar that kat_ Mayor Alt -et Toss Csa. CERTIFticI,TT` CF t=P4 S TAPE REVIEW IMO APPROVAL rh. Fraj Plat at SLED Matt St j1W Seed FtI4. PLAT nos tan rsliieste by S. Iowa a1 Woe -tart acid coned for mrbr*Ntd la the Elixir" off Tetlat-e- Foe ccc plartoe by atiak hoe. mb_wy ai 7Ci Tor 'Wee CERTIIFeATE l3F OEOIC*1CN rem a nee el rem saes eze mot i S- l thresitipset, tort: um; she neat se taw! ! ,rte use& Coates. ilaiertrod swan knee irddia7 ,idrd k`₹ta is Ste find Bitola ate lLtta, NeGa 1*ar.-te, s lr eta end e iderl ttli JO sem env a ta•0 p dr littG tkas 'IcAiCsedetes risk t ys4 si dna m4", 'a 'ilki aei:. --i. ea itirie4a entice t*eta-el .e,� eat en tea peal arrant, led pers Paso lksilProilP isolugegeg !e it ..mot as +t'54ta rtan.wn .rn1 %AN >+tM ante- to I krtIVI F1 the .p.ipter. Vela., '%s states aimed es in ea-er.-t.. a reecoocalMe hrr we flea erdi* stktl'es for lee es aunts en aisa s.ea sti Eno wonted the 001111.10 ICIA4 of worn and sane it" re ti i'sdua+sei :petits the Utlr psaaat `arf a Tarr, t#y di dntea p °kr ilia esedalellrr: reds eE"+evree 04 hetebia~i dif rattly Ida Neat mond 0s at No i 4fl *'ntk adse rs3tiaastl.+L to !'s'Wt ac= lea [,.e11,rtaztiontue tM arts PM" ilrrl i 84044 ,'w 4.srRSlitl 'air V re• 40 flit' Pint Rift attifeart Gehl c mews le Qas Iri.ee S Sietrr C iierrr-a w is nit ism, alt ntaketabia la ter' sae'e wee awe use ?ea'iPttleerde f.Ptit Wet shout ztn IsiflardmiiiitS4 wow wall Is .ei!'ai * on Over awns, lilt het Berra. SS tom" Illy eSSI a7 a .t,pmetwle!ia el air meant, P corla't'ste 404,1it +rw 41ts 4"A PMiiirimet Wren r wane eihrtess chasm ti iri2t airtiii3tL 8!!lod dret#14 el tetttllfln tJ {iii IderIlae 2,14. lens 7• (Vitt- et sleet or tin 0th Pm-, afro pekes at Ste. II. ,Rats Inclow 10 Iaim JI to . &sr $7 Serf if etra am P.Y Ten or Meat Comity d fea4 biter fri ir+r.s aiaip errwa' geraii7i*,i malt is 1itl.#d ciemsderea Se East see k1 li14 Worthiest Warm of said Section 2s os C -.ring South OQ110'00- Wet and Oh ci b4ra'r*g1e Cehlolraetf need reliths nest . !oatle"e5G .41 Red treirseta ;comp so rata Sic4rtr' it.. iii' mill Ns WI U's ['whit! come 4 t1-i't ceder rer i,ir rt Se 4eetrtea all cal Gt. an cut tie* traaapt hs i ,• 3+-111 *Was —Wide 'st *pi d a1 s+a Wet ig vim WIC t' }'4i Po+ 1nt Ran 4:t Ririlter M el Asset t �"f. C. !hints lions': antel tint .blab' wt0,4eta reY l scy ontri.t Res ,ir isd terl. tdr4 %Starr ?e t+ + pats`"• tl+ rtirmclar egy, as retetP t-.iI-'16y Ins al' ass tame.,:aarty kimi .$ : learce berg mad herbs rip Mel —irf-'i'Irar Afarlo! 453544 :ESA 30.52 Ana Is a new of ih!I rin -a an aaa si handier tyrrl -el- boy tarts tae twati tight-22-dittry a4 1St Coon, bun 14, esq 020.1 4.e pars PI'„thelc lopfler grIKONIIMP41 halter *WO barb L,td Bete Sadist- 30- I as at eery Wad late Peel kl sit pe'SS it tr.trl rad Si. el nil ' drat fiat Meth MW 5r Sat F5d.-N h::t: ttrraai aitsdf A% acid Wray taint al Map fire am Canary :- tee l ate e-artleat$ j Deb itr a la's a p4+ta alt Well PeriPay WI N mart ma sit f4au t Li .so Itti mad Carty ades. arum tiwdrr at Nwtia halt iy`llti'ti11F ad rllbryit`,7 it ?Six P **VIP tir?4Vg11F 112.111. 14,52 Set ti !de! !Ntitlh'nt one f4 Itii Let 1 tea ia4¢ ryltd, Sklar WS Se L ■ ate LU i a$ efts attetantatas *tam ¢cWWo wee 7,144 W4. wee krigy usepiew ri into tr .d .ad Lela ties sae die lean she coif ma Lo 9t ,rtr its ICre,trri7 I elertrgr,.iesi .rt Pe Say* Pat to ;ha al l -Seer Maio.. Cate 31tS? Silt Ut a. dean orb Ire Eielerl1 eEkrttf-o+-soy a4 aac ISO ✓ am* Eke= t5, erQ+rtrr g awe tertirts p esequi,ir Iir'+T guts e04. teassir rrrt. - si- rep % s. U 0�J8's' ins at, tom.. *as kee#e s) no tagersp ifr, i-tpl+tyy true thong it Earrte-il pra+uny4aaoe dt 'f'4 uhrlit a! @f . velem i.areerA ale 4r'1t ellfe3 a ttaat a t9--.'d+T! 0e stela h t. t7tfioa or U1. laid Cainly Cleric land Ran at Reo.ptw Mo 27334OS an Mpsnhapr It saga 'teeth e,intZt2" atkl 761.® tee'1 Ia the Morten/1 ore at maid La k den= along they kind Una ed .p,4 Lail it of Re -.24.75 South 417'19'04' Eat 308.39 Hell to o point an Ins SaluIA Ina W said Marsuo.t Qatar al erof6 Saclear 24, welt point dteo baaq till Soathsat cans of acid Lot. A of RE -24711 spathe Sembr.oet carol ci .and Lot O. R.cardrd E, snptiar, MC.. 1207-24-01 RECX1?-QQ4 t Mena along to loath 6n. S said Lot. A Nett a9'12'3Y Etnt 3.2.37 Net to the Sartieact cline or rata Loc A. ~Ice Moral af9'4l' tat 40.00 met to it esti es sae £Jeerer j *qttertt'etet rip ran .1-+' Inc Coon p Sego I I 'i'e'cw ion +sdCans" gh t ,-. is t t S's all Ile.ei ta.riir Ass IS Sistr,- reel Ir Loud WILL tart. paws irwatin* aria tenon, it rt.•atrtp In r4 eel Ltne ym deNt al. kin' MOH $ 'P WHO PIS W' 'S•1 . S rt' a alt ieetti r -CUM? rrr Ned e. Vet Offke ad hie Sea t ne.l•p CS* .rS Sacs. sl MOUNDkS far Ammo rr_ October 10. 30117 Sant itri1'2r ils1 244LSS let; sue car prong Iji. Pia'ther y Inns of sad Lat. A the Weal kso an cfld slaa, berth CitY0019' test 10750 ink. theca Said; 8tT1 I'27 heat 53043 lento** Morainal corny of iaia Lana A of A£Ot17-tea; theses dton4 me Met kw al Nola LRt I ad the amity We al i r.•uieai+ parcel DI Ioad daerf»d re Lot 8 of sold itE0(17-0047 Scum 0(0130 Colt 544,31 toes to the Swumwt Gene al pad Lot A cinch tts Smallest st caner a1 IS Lot (3c mince clung the South Ism o1 qd trot 8 South 0211`2r Uhst 1001 46 Ind Ic the 5aattat towns of sea Lod b4aCe Matra tits 11lIIt Ins di Raid Lot 8 vita the *sat Ikee ci the SauDaett Matra of salt Smetran 24 Mtrt 0079'13 Ifrat 9r18.oe sou. 40 tea. Sttaltman comer a'? hag hioiutieari Grretter at sod Serra 2+, thanes' seta sold tit It.. o4 .oW !foliose? (NSW and s ng the ISM Sirs W wad Lot D. Rttaoca.d La enp tie', Na 12337 -2L -C71 FEC217-(%Me Nerds COMB me W IS 21 Isar le Mr. 5a theme* =neeoW P Berton parcel or lend dssentre es let 8 ci ton Recess° F_.amptlar Ida 12Qi-24--f01 REl;,K17-CJ¢4l2 01• 41121 Mane lira $'a1/4ar rift or said Lot S Borth 89r'15-24' East 522.55 Set to Rte Soulha at corner of teed tort 81, thgnce dump tdtt,, Etta Ilse ei owe Loi 8 North 00104'44' rat 13401 fits[ to the Soitt.est coma a4 Lot C of said Recanted E.srelpilen Nee. 1207-2A-01 ftE017- tX.1'A. 1M.no.l con the Saab Ian of odd Lat C Nwtsr a19'15'2e" Earl 26S.6* tout to the Sesathend caner d ,nee tote; Waite S r.9 tttq Et,.t fse as no tot C arts air fionnitly pr+a tiugotlith mf salad Fat firs 41 tot C Ms'U% 00S4 4- tart 48C .02 het to a palest ea pis Nar'Qanyr R,gnt-al-tidy TA told Sig County Rand .2X thence dal maw tiortherty %qht-tad-stay Petrel al05'2e' Coal 161,35 cwt to no OM at Inter'-al:tlatr en wee Northerly Rytt-er-Ifey of IMid Count, Asia 32 and tyre Eatery Right -al -Way al slid Visa Cau+uy Road 13 anti D s httE PCst OF heads man . Thus tdoesi tra rebel Net taitaets 19630th awn. mars of tan together eilh QC oahjeCl to al.aercta and ngnl--of-say s.wtng enatar Pit isabilic rrc7, r4 Si start= ardelh 1, a nova aerE enta rat my nand etc ea ode Roy ad ,bf} {aril: 13•-3,2 QeS4rnetle u.e; Stank alt County alt ) ) Bytc m. Ilro:cs.q Wolin, meit Boa 4drnPel!rar.wP,&or. n+. arti9 dap at 2Ci t ',rowed ri la Notary Public ley cenremc on unpin 1 1 16. fill I z 4: e t z co i o 13 32 DEVELOPMENT. LLC tamer re Lt ,doom it +e'''wneQ .r CAM s-s-2We Mb.T IC' wir-4sra It W F Ii rri;i94 :tt.auJ'. cm rrA,i< F:he )ut:blank 6/27/2( Page 2 o I • % 1 . ₹,cti'wi _ t y�aea. its r.l•ei name h l , a ,,d as as cu .a — I • fast 'L i rftws- lath j el ass= a y as Ki�? I yen f� b b 'I ala 1 I era— ea war- .131:•fir o t -— 4 es l.leber t.r5.91is 95! 7Fealli Y dr E to 'a SG aae arse hew La tea al is 1] of Iat'177-10015 ens t.a1 i ved t,ai e d alts'- to pa aetoapaeal Sc 'Meta at r• gar Get •r0 Rn'lle a gent Pay ai 7017 T ap nl ,.s ,..E - Iw SUNK -la 1F USES 4w'5 N®{ lifts& Lai* "aka re Vet 1139 - S, Par Fount J [sit I i r a Fe) 'gyp ( Le A SUBDMS1OM BEING PORTIONS Of SEcT1ON 13 AND SECTION 24, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 8TH P.M, • AND PORTIONS OF :FICTION 18 AND SECTION 19 TOWNSHIP 3 NORTH, RANGE 67 WEST OF '[HE DITH P M , TOWN OF MEAD, COUNTY OF WELD_ STATE OF COLORADO lT ter- d to ei _.a W amid vita i‘• ei •••••••••�i � %. !Mai aft F _ '' 4_S ie ea Caas hr ea Cart n iasaa -.�SR•a # liaui. ' t Ss 'V non. t a. %Li r YY•- a- a -.'- I a re w s as s > r— r t o Y�u r"i- rai.fi Mt■ • '*Q •ff Pia2bi+ _dirk 111P anima al Wig a WC rr iiat.t Maas fleet # Airl fa ra I1v r ifmata p�l�l t aft assts, ti ;L as : .ell aft Ma. i s a e r tsa a a • j,a' _ a" __ laeeees' al aemaaay to cmm fl Call mom colIIrFA taty I+AQa eruir lam aaft err sag a s pre? a n il.et Mar pa. RPM SOS r,a• atlret M ea eat taey any MIMI IS aria n .a:a a#41 t4 ta1V1alba 4 Man t'i tan *PI la, M SO A arttlaavar tics slam SQ' fram eer Lea Pant aE- E5• isllL '�Y��i� am ! • to yell 7-11;aal ei!i�'1ee� is p !\'/illfia�P,Laitbaiaa►i••raaaa11PliAa-,tabar,p,a�ar'�—Spartan' ilaia■artp♦1�1 �>�eeeira31E'�rulr may,eta+ t I" +�'��yws- 1 `— "�' d Ptte 11{� �1 i�l.. --al �... ei!� i�d -7 —, - -�. r17-Zi --arty• 11 44.1-1\11 mot• ■ a! e a t _ _ _ tira•r a/ er ge. _. .. r 1 �-�-..--are• seta..re•.a,®ecru .w:.-... .. ra ate as z �s a t'� ■ = r'Y7!3 ! �a7a/ Ert -. a • �rJ ...r rar..a- - a.. Aka ___ .. S au a aba a a r __ _ _ r'- r ea .� .� a a a>r� ` T "�_..- Wei' - *t s! • �.a a' t^CTS4 , 1 .1 Lf? ai iii - = r.. '' ;.a a i . •� i•rna.K. •T_- 1 -_tom-_- _ i b _ b • • P;4}. i a I+1,��y ,�,} i =wren ei.� 'II t - 7e• • s _ _— _ a TVA t I "i •'1`* _ - y Al 'Yi�- eta ay„iis 44+4060 i "11�a ra -- acs b trierial 44c Pi fi to _16 Cal Wafer; n er man as WPM l a.i i #-r S4 r3 Iona jam - s 'ii se ma con seas Faa.aar -! pa awn as z i,—. ma a let ,'7aa sea fan brawn a. +O E*r.fl --tt hilt - 1tr— t P .R*lip 1a N 3 ill, AiF enf!•4 all SHEET I 2 OF MT y Of Ir} et Y WELD COUNTY ROAD 32 i llbl ab. Canal ear liras 1 d SUSI NOW OUTLOT A i ST �. taZe LOT 2 i• i flt ?.. a. a wa as ft tin an aS bx aiti_ fa_ arr ' net INC ALc fl( • 14121 aG o 4 r�. l LOT 4 1JOle+ 2, ?F- -.- -r • pa -g _ '•� htSlavc aa,alRYip ai1 -s c'a r �y. J X aa.Y • 4 1i1 i1S% • IA if 1_01 S 3.1.1141115k f tr. a ,. _e a 27•t la>G IL e Si 1, winkars Et 11 , T TRACT C tossaii sr. rp a' as rnb a eat AL f aka fr( sa.f amt, PM lw® �, r Liam w !+r • Iie&'3a°,,P rs 6.5 T- latItrs 161Y.L1F Seri -J acts one Vrtrilw Woe • • ; '- I BLOCK 1 if LOT t.ilr.d a sr. aoiti PC. ]Q' trot Sr 991 Pear rare-- lisasm Ma 3i4PO lies q, 1 I it ohm �>e+at one r sr• e, Wats ;i I ••tnrtotl C-Cla•R' 11 J04e iI I as'ailism ira� r e_{� I ' au lei m 1 a ice.. s-! it a i l I NW Cr•1 SA laaraa t ales w.l a1 to El a f I Ch 1 I • 9 r ac ma Eaton 49. Vassy 1 1 Fl a S* ass l Gaups ae ua rants I'; 1 I aeila -- Ia v.a 7ar � PI ;Si .ft r slat - wsiStraVCIV 1" 9. :14111'12.1:aelear4liselear ' kabela +nm ter aa�a sae • sad al �j VI?Sr 4 1 1'S P ass lei - I I awaal s r Zit 1 I, Y.a �.� I sir JP..41 Cor tee 1 �- � II fry stall A doolerrt• Oft 1111 i a. tilt left � I I II a akin, Saar 5%a.easom • fa r eaiss4 ' aLCe �aa e a J I. ar ae�f 1r6001. ra a .may LOT 1 N t fa sass sea": Edira+ll lf+ AFad tea- II r , agagrr Dirt ,iG. a I a 1 I z O ,t) 4 0 VC liaytar• aaril a ililw, iartei pa► Oa Wits 1r. szzaisrI IMO * Si Cali lea timss spark, s. I —t 5It L,S Ron Aar Int ale grrs fiIli Maws Pad r Ya Mrs and Mearirs Cabe 7lwwiae 4 111Pt irst7•a, it ism- eT tai► Sims T i TCD.iq caw far r_11w lia. an Pal a. • as sae- aft PACCGOllell cam •.r., t*6O n II ■ N Sl are as s a.:S1 ISO= - pe awet t>PftI ea a e eaat -inn lash_' rim --r' Mai Cila 1}Oki Pot SOIrl)oraCT W 136017' sr Krt.' = toEa Name tow h aM' Iasi a a1. es • fro, If 04 ilea bbk i� Ism NMI VI Sd a iR PPM= St felt&" •1'ai'r7dQ ALL I' - tat suet lase P U-S5T1 bit 1 3 6 SI _ '�:il tiAAf }f.lydi'31'1"1bra1 i-aa&aj L'l Jet a 2 1 )ut:blank 6/27/2( sit i C • • 5 C I/4 Corns. Sec Z4-3-6ti P..ap *se S08111$ S ?-e a1n. *Ma" a salmon a OUTLOT A at to .a.sN GIS 1+' aa..aa•-r aa r maroons rpi us air "mastasa .gym. ar araaa Tin a+r. ' t1C r foe en .rya .a r+p.44 43LAPAN suieDV/.OO[74 7FNIAL A SUBDIVISION BEING PORTION. OF SECTION 13 AND SECTION 24, TOWNSHIP 3 NORTH. RANGE 68 WEST OF ThE rH fa. AND PORTIONS OF SECTION 18 AND sEcucti 19 TOWN RO 3 NORTH, RAAIGE 67 WEST OF THE 6TH P M . TOWN OF MEAD, COUNTY OF WELD. STATE OF COLORADO — I I u rJ- `ilEET 3 OF 6 Mae Cast Ass is o s tP•sia es P.i sae a sue; p' . +r-a¢it� ■Ir a.- eats ' lass Wan ialimit7t aiHyma t+r�m +.r+ia wan 4 r • a-itpa id et as IS we on is p zTwda as Ian, as a —' lama nicut5raJLS 7s 'ar .....ra Mr toi '• a rmaa6it a$ aOIaa a GUMS a'a miit rsa Eta t.mcre sin we as +y+azru aaa asllr tea a .marl. am a�ia+aU•-ry KIP I !#ens IIt 1 ...__maas • -aa--a.�- - 11.-tav-. _i�i-�Wa.1.a NS bat axis ' r .. S ■ a1_ a .: Ta—i awe ..era ..- nar aka llama•- - . Viti. me- ae�r �I = -a arse -ens. aaaaaraS Sit aMtalbs easel in a.. ..s lC'C?4 on MS 4 • mai apa VennMs P 40Ica Oa•Cm 3` 1/14 temar ape la - now rani. aaae ' Or. cup n nommmnaaa as Sat sifig C JT1O7 A T,4's\Jia+,amp of I aC. X9'1 t"2 t a' S .t min Ile S.WW-4 .a. --s ate. —..r •-fa waar:w-aa ra.u. �......--,pJ�a�= -_ -- 231,111-ae}fLs>' •: - at t.r. .4 tklactic" 14r LOT 3 �aa�a &c. • �'igkil I r944G`fJI3e'rN I I 860 1 * I ri iit t LDT 4 Mae_ P4 at4pac (�Q 3YaE,lTcat r.141 ia-S4 * I C. s.a.•n �s .°••.aloe*in MIN eaLTai.7 i It +-� iTi.*i.V bR i *-A•tiolar L • iaas Ias r claw aspefi;4i w-Saa r\ �.-JJ.a:f.aa.aa rrref-if-:a•rse--'r_ - • ---® -- • - • -- i—a _ _ _ --AS ea •cal •. ---s a=- 4 la arrIelati c. Joni in .4 sir me 1- eleW .aa[ aaslL b grekra ki 3dmai Nit Eons its ar anus TAIIMI in; �a as • a _ _ rl 'rl,'a2 1mi Mc Jei MPhas r.,... ant amarar Fa Na — meba st Sayor on 4f ri-4Fe Pagl TIOT A asti,asa wt �r ITI,Sat I ir �y .40 r I 2 f try M r I ar liaaai r yI I� as +1e , Way la be i�aliar�gl S a►a Tdo is ran .m nth Plal I I a Mato S a SrIasi. SET If ar aims'la a I Y 444.0 tr n 1 i I 1 i I I 322 17 II r a E I/4 Germ. i Y at lam-. allay $ t.Inatm Cana a s.nipia Ili Mna ay w +Fn tai4 giro Raarar'a 0PlIne San 4.. 2051 7 c a,•�� ti' —I*�imt tf (tai'. lei._ ■Yera S SSTS COr!Pak wlbw in air •e.cipla ice. IMMO ii ay ?i/n' aao Jbaiw''a Can One L IOW Fgmp S. 4 .a s r arnt arm llama c ataaa� .z .'4. Tana S. a agar a arp a•a mil l5 Jain. r raft alai as in i Ma-Mas a Mono sir a as ESas. an .an.w+`a Sio eissler a•. Aa l is Ira= rim, t N89-52 4rE 60 OCI" I 1N. Sec, $*-3-0D I 1 hen Arens [asps a a. o, S anin a) yin 3-1,46 eam a: I'1 ii" Iid a I if I I 'n! .a 246,637 das. fa.ores asIse' Sin ra r.sr1 amp SsSWS w wX.X.. aamale ' Cart mane ml 'n I. . tta ,812-'R�VCI. I r `r ai a. Pale Loon 14 • a I 1 1 I IS IR I �-1 mfI lir ragill45algid ' 40 alp Clair burl a i a %1 eany in sa en toms t Age srfAmF Y pia las aimo _cans liaison Platt. is wsaGerlie PaamMiaY "i l7imr —tea'=-- m %"FF'w T'.QaPdr ▪ b• San cop we 3 a IVES I a I I 2ele I I EST P tabta wet tiles -w•1'awl ~v !less - lit term soli 2 Ceps 5a. :+--3-i1L IS. — +lr raps SAL .3 a n`a..- --I ma •rw eglitnirk Sit b,wsa afar are hi Cana dap rr ammo a 'imp .non as warm los amp no a ail nano St Is rare ear elk YA arms a s saws aims Imo • at 44,1r-'i M #7 lama a darn. a.. S : ma is a .r a aa. cry as■ sae .' Page 3 a 11 III I d i3+ 0. 4 7,411 Lbri te frr {V rit ea J -fir -74U ID___ i' a He Mar ell. P-17-43WA tor S e geteat ivy a 1 I ut: blank 6/27/2( Li I �' f %' i t. if .,• c "J` Y 1 Yt ` �t r i :'l I I •f•�t C b �.I� ?� �v ! � �i �'')C E- - E f' ! FU t �1� L LSI! F .. y f a• s.a Aa as a a r are 6 a F` — e r t as 1' r; Sari". eu al a snail .:.:Va61' a! Z.= a Czars Mai q,iY• or Par. • _ - =AS me r rr as ea fr 1� r i a a Sr k i r .04 ..L 4" 1 t el e >r li 1.is ail a a as as a-�->`z_. a r.a _ e IS y Fort) t rate 1a armlet anaao LS. M IMS St 1 \ i • r r f aro V risr en Is Shia Mei ra VS a. 4 3 � sue — a A SUBDIVISiON BEING PORTIONS • F SECTION 13 AND SEra.Th N Z4-, TO44MSHIP 3 NORTH. RANGE 6B MST OF THE 6Th P M;, AND PORTIONS OF SECTION 18 MC SECTION 19 TOWNSHIP 3 NORTH, RANGE 67 WEST OF THE 6TH P M . TOWN OF MEAD. COUNT) OF WELO. STATE or COLORADO "•,,IId Aor-.4 4N. !lei re �llei re 4, ter 7 �IaoiitAa+ is •a �w 441 44 VIM tai IVA41204a. SHEET 4 OF 6 s dare Ptak Les trier �anil` Gat, set a awa ri a- of �i' i,RY, at ti IMP Pe•, t+i .61..i 7.'t rink iiiS'Y t@ %alit e61 That a US. lit - ___ =c—_ ale a 0. Alta_C�______a� Lila- : — _a- arlis a, as - a '= 4 a= a — " ; r r �c a a . a — s _ a a a .r• • - r _ — .r-_ a — j, a a a �aasif• x er-a _a a g 3 a s a.a MS a Suer s — `- 'Fie SISS •taIS wan *Sp 444 34•44 444 41I 4• *. t a' a - z a .e as' a s as arcs ti=res, i.e t L.1044.3 t, - - G , Sala Pa ... __ -. ands" I a z • —a none a I • • t I • 1 I I a 4 -r I r atligr 4. ra • • ■ • 4 I 1 4. I Os T ffr d me r I • • J r `ti th d d ,d yin '1 r FP IF ic A Y/ a a a r T a {'S' a Is a"i'_ Yr i II ides fa— Ear as seats 'R1 , MOM a!' 4 ow , aces,/ a+1Mt#`r aaaaa WSJ lJ 44 twM mna 1. I r a _ WELD COUNTY ROAD 32 races a s Sae a_- a a&Sa a r -S a S. Tae aYa — a —_— a a a - a ii a. as S a e•iced a in 4P as as 1a► to a Pa s rhr TPII a a s 11i MI samanAsa asa a its Y• a+ a_ i S a—Sii1D a —'- a -a sa�—L l r1!!iJ..— �a s -s a �� i. It a I -4 .Iv. m•11' Coma • s a a _ a a a 1 r tRa - a r s -.a a el at X I -t IF . net at_ TR AC T A fl.3Is6cR sr 1 UtlT± 4C a— a - II I IIMMial BLOCK 1 LOT 3 4ttQDC St 1 1171Zi It I airs - ]FFI a Sara l� { n. 0 if) SEE SHEET !7 PUSS Can a Para Gar IW * W ...Ya rbaa• Ma MOMS Mad ..a.. .,o +!.Mile. Min —s, Fa it wi a s a AS a a a- a t a a a a- _ • - a a s a a r a a race a - _. WM - a _ - -- a a _ a all a a IS �' a 131MNi1I s SS _ raw!._ s 6. .a a r F i i I II VMS t'atl 1 t Fielie e i -Icedoe9 • v a a as SEE SHEET 2AND 3OF6FOR OVERALL SUI3DJVISION BOUNDARY feint IL --�N freest ewes em' ILL— a eras OLiTLOT A ?..3=1"4.9•44. SF_. CAIN* AC LOT2 Wit .C i I I II ',U a I a a s a a UAL .-a as fa r I d .y'draw aril amp isms --a-..- - aas - - a lSS ,-r— male LOT 3 Ort.CD14 jet 4Alt AC. I D Ours Ours sr Wif I r } ITIS army b ace.;. 4 e 1f! r es a a ya, MN --t'>_ a _ .e a ,a te �'y f r k -5 X s '5 0� f . . w M' V •` .11 Wet I' CLI I.L. 0 w G UJ LAJ U1 at f a �It r = Sr r^ I. a- . A-- ICR In 'I I I a a a la a hataalisT L LGdS:: . A Srl VAISI W I ' dal L*I T he LIS Mai IYas ear talaa a''yi r US sane Is t A4,rf}q h r', Yi-nt Sa atn YFaA +.galas an �! 3 S14 'Es 3 p !Pert a X44 ien r+r t: ai+r'i ti r: VII filter 4446 fl' IA's* tiI fl +t5ir wn. irt� i+ilE gad 441441 Ott !14t - .44'.4r I• -.• SM SINW be nit as ue !' # .__. nr 'agar Page4c I i Ib� • t Cr x a O ' ail W Is D. • I ri I I a. Wes a DOS sr AscliC 4 nil ita. Rx rsa� . ;II!? LEM it: it Aajf; Er• c� • • a �. a / F ‘11 O&M 3-i-an■ F-1"-5 s aes T_.A*C uI J'• • Mit, Fr 48 )ut_:blank 6/27/20 .,�„L—,' I U t Ed is sus i•I.aa4 ME r 0.171 a4 sa SOS Ifl al �Y - Cr9is meant flasirarAlija WELD COUNTY ROAD 32 1 Ml r - —14 71411 — — Sala — — — — a — SS INN a a aea—a— — .kii.l al tt- 1 MIS lid TRACT A ;3...413Alkt SF I Mt ht. 2Illedtsa• CS . I _ arm al. !re A Su8DIVISIuf'I BEING POkTIONS of SEC 11 ON 1, N C SECTION 24. TOYIFJSHIP 3 NORTH, RANGE 68 WEST of THE 6TH P Mn AND PCieT1ONS OF SECfON 1$ AND SECTION 19 TOWNSHIP 3 NORTH, RANGE 6? WEST OF THE 6TH PAD . TOWN QF MEAD, COUNTY OF WELD, STATE OF COLCPRAUO I�aii tre" 2osrt r llia .e *I a.i aust@MMES — IT'9'I ISTaa a a a a — _ — a a M a al r 0 LI LI LI a -T-trtea i I Mar BLOCK 1 LOT +i.A1Q,laa SF 1 O12t N I _ ai0r•'16',I� I hare Is Ole le .rte —+a—as — a —, ...... a@a'= soffri5241 K I' I rye a— -- I samba", as a a.--arr .�— SS SS asa- - a a a rt SHEET 5 OF 5 Sc, Flint. tea Opi.• a liaq },n fir to s' ' O OM wad tear* Sea ant N S %Ali1y ea 413. ea of lot mei: left 51 a a 9a7 twr- - a hip d ay P'R ISIS' at *MVP•- s a reed Sad. ZOO its O� I _an — a ism -- aka a, a: a—.. DINLYIr 4L a aa- v: - r — — a a s a r WC. Ccnar 4. it t - 24-3-66 A str. ilf as Oar sicsaspc mot. 13 ive ewer — a - a —a• at —. EIMINIMp I I fr-S byre at Wit, Fa. I LOT 2 ++t nza 'pc — >< a sI *sop wan Y -�.-saatl '`as.r�,. - a --� - - a4 IEMrsI' _.� Ss a r —. — a s Ire @ IMO SEE SHEET 2 AND 3 OF 6 FOR OVERALL SUBDIVISION BOUNDARY OLTLOT A aaCI49& SF 172 —Mt! iG 1 • i r I li las! t a SE TIsm11 Or LAVA an i' Ler vair us r - .rei - U.S sa.1. fat dal to Ca11ana n ass. reim!.ar arl t.tri a w IS St a Si * t- os ar — al! Inn eiar a 9i4time ant * i+. coned. Ea ors ma eon its Ern a ia' re .e'i+1 Ir ao re eaa , Fe. sr err fern is la d 9s ,______ n Il a tar. 4 —a ---a 4-4 Ss bases I M I 1 f ✓It isse GiMsLe r9 w Is Mira —W as — i a 4 IN 1[ 2 LOTS sklor uir $$ 1 QI •rS. a as as :sue I es sta.oftrurimp,si r I I Et•I I I II ST CSI 1 J le See asaill• Seel / aloe el ' P I rsa4r.T)ti is r MI IL BLOCK 1 L01i 4 att2vo ICit Sr 1 *tit dG Mir On Sal err be - 1, — aare ..s .... a .a as —a — —r.ya— sr • s ter,...—arg. ara- r. rA at ti r ti I' .ti 5 ea- se f 1 •' ti 3/4._— r ~ �-. at -r 'rr. - mr ! nX' 1 I s - a . ff, r } I ` 24' OS asss— Feel 1s Ile. I SEE SHEET 6 OF 6 I 1 — r ada a a r 1 T F 11f Swap* Witt Fa /r. t' pc 1t id.41,J se to ti" 1 / e r t ie S P Al d 1 r r - .i 24i °Se f ei ,I.�aaswi""'I"teas f -{-111 Mai..q. se I Ulm fitrew.i I I LOT S 's9.laiies SF Fic.J C T $ a_ 4'r f.' n. Slat/ NIL I I I I I sinew 9t 114=P44 BLOC1 LOT 4i,iIS.Ilr LF 1Cabe u a I a 4 :1 I J. I d 4 4 I I I I 1; i 'I 4 W aim 41i a d law, • S l•- a Mae* le .b sate a en% DIM sae Parses Iv. Fars 02144ttr r' . 4 Rhr ram -lk"aM Jlii.. a was Tr e.-'t..i ,i1 tta * 13' Mall IS I' i T CO. two a+' ear Lena pr Sees Ib alit r Ivv.Cuts .a„a Isam„a.f. Iry y0. a, I® sagfiacw OP or IS •.i1 In lar " 1'1,1.x'" r' atl.ta aril! De a Airs q„auar taaaw *Snitk este sea } rfr I I J I if Ova s :as. 1a Vs Is 0 *mil a ti IEm me Cant t lird mit 13 U bd `WI• r 4 FLUsl 'IT taenI Fs- Iw 1 Fe lrl. I' a OaL Itrwmnses et whip . limo .74' Alm art Ibo m w Dankawl.r.,tr. sioassei Page 5 a � i�illl I 7 win or: cicala: in Armful Br SCALE tab. t Is ark ill a � .p � ; Ira 2 i�a e 1el In g Ili P-1711714 I a; 3 a S •1- Caajere �� ttat.-tcep lase': I F )Ut;blank 6/27/2( 1%, ado 01 �y- A SUBDIVISION. BEING PORTIONS OF SECTION 13 A O SECTION 24, TOWNSHIP 3 NORTH, RANGE 68 WEST CF THE 6TH P.M,.. .Alp PORTIONS OF SECTION 15 AND SECTION 19 TOWNSHIP 3 NORTH, f NOE 67 ASST OF THE 6TH P LI , TOWN OF MEAD, COUNTY OF WELD, STATE OF COLORADO SHEET 6 OF 6 QIJ TOT A ii' ',}saps .•.Y.a siI SEE SHEET 2 AND 3 OF 6 FOR OVERALL SUBDIVISION BOUNDARY s s s a sTn +Eypr1 d papa !pars reign.. Sane WI WIG to +a4 a'W1 - ' t Sartre Pia roes a pSo a. Ana paw of vow an* salan MGT W� Dal ea,tan err an �a..ar1skin lin l's, tz. cdala real tail than Gm are pair am ib of O. aarltdWn aka lea I I of I r Y it P ' r is 4 a. f. f. — r— a'� •• a a a. r AaaaMart111 �� Ia1 a,16.C�Jf1 thettittairt at Jr S. Or to 0-.�iTsl�wt' n-aeam 4 t-sat'icartr ti III' r om a:lacy Sae — i hats TN, A' rr a.aa 10 . a -1-I psi Mt a+araal.. +a, I Ilmor ...a mail diet aim JOS I i I,rl'st a7'rl _ _ _s_or .r 2_ 4 hAR'EST MOON ROAD at 1St It Sin .are. t,} J . . F mat r Ia' Ina a.i rill' Camp IM g In it I gig I a+aslb koraaaii Lime -et.. it swoop us a wit air at QLOCK LOT 1 ra e 5, Malt CC. wr — — +Ps — IsCC rd ar .lwe. r Itora+a old LOT *Zang ir. timc at _--_r__saw T I I I IS I • ft IRACT :Jf ta11uM}IeIi1 'k. I 2,0I0 uc. Into--.Mkta>-- __a1a a aaf ...... a aaa — Id Crania ad tip '--, I I aaa r1wrr Caai r a aCa aaf aat S _ i1 1 Sr rt LOT 2i>.w* sr wintm— .4 —II boa a� 11 ;1 sr ss wa ts—a BLOCK 2 LOT4 5.1 a�� 1 I I I I I I I I -I-3 le r I .Yr ream'-.' sa.i mini* a as ti S a a" a a S a r e a a a} S S a f nos en wJaaJ Lao LIT S tiki&sin it x,.44 a II a I I I I I a I I r I I a I I a I I I I I I ' - tab ` A � ara>aa*I .ta aLL aa.—a—a .-initit ,a is_a a.a.aa I~ ;1 at a i_a a a i • twit r arse poi IQ dada as 'Aar rand }' al's ad l art+ Darr; .... iS • a a i. } LQT zaYszi1* LE Cffi!. JIG II a as qr Sale bap aolla l as Yasfr maim , .swaar BLS' 2 LOT 7 ` a a —f. - s aaa r1**7/0 la MtC T 0 SF SAM 4 I I I G a "elair Iii 7 l'1 I I t aI 1 SEE SHEET 5 OF 6 'Sp kips el Mkt to oft l araal.s tar Tta arssr tse la* Meg { +r * Ica ler 91 IarJ Sat 4a. Ina Iia1 v Ms tires on Ova.4w s MOO Itp% 1 OM .ar Lae tin tar ow lip 40. Ya i M anal Cr GYM, Mime Leo 0 an 9 Innlaa $n a Lfls £arrs0 Grua *flan La I'S* am rob enia on +aaaai laosr6q+a *Moe Jan il;. III IQ +tkoften Ana tioPla $ atlairraa ast ;4,.1!71, NM .a ail Caw 3y iaarss% Lots *a w s WELD COUNTY ROAD cape as aaa Saab ona air �raa•w :641 (Fr�r se 364 OS I ...alaaaa. aatiorti soar 11 } 1 I I I a alt yu I r. x w 6.dar.� to- IOW Sap. * Iowa ,ta mat Pa 14' Canty i� d cwt .JC 'Ia�M4n Ars i ales aware rot andlo0 a1 Pot Ornra rM akin We i4 YL' ttie 5tl R% i+a.aa�a Ana {ass a• :anima. its ;LIMA t r a tta s real al' -a - , .car sae • -ow is' EN i;tala t M t [4.OWa+i lap taaa.d IaMoan &I. la libel D7a Mirk Cad leacrtlde Cron Aka 1 la poo Page 6 c III i Z 11 n. 01 t Er W ' i acmcsolCB P 1y ii: s tc- 17 71 Ili yr lit it. R y,u 4: 5..i, pt 7 WV A!'. styli P—W487S S S ii Ir1#iartaileilid+ham !La )utblank 6/27/2( Page 1 c N. 11/4 Como 5.. 24-5- 458 Ft -el we nap own, .or.4 elK 2 -Ifs'' mama _- moll - 4; a l 1 i ii a• IV • S'_.lip"a1 1 a 51/1 R r LNEAR iS15 I®: Lama Sal 4MG aqr !WI ads - p3 limaq AM i. al ' WS -.•—II risr4 ' alOcre Winos 0 a.. C. ___ern. . . i 5 «i 4icifiliti:IPir rfr 7.OttI AG SSW& Jam • REVISED EXHIBIT MAP .snap LOT C. RECORDED EXEMPTION RE -247.8, HUNG A PO4tTiON of THE NORTHEAST QUARTER OF SECTION. 2A TCmNSHIP 3 NORTH. RANGE 68 WEST OF THE 6TH P &S COMITY OF WELD, STATE of COLORADO i� r5r :LE0ir'i<*} mieenr4t F a ra Il aaa>aw is r• Ilaasi _ ar LaS ar AMli •4414 ar r.+. S a 'aa i a Wei ItiCe a pa 1 eases.k Waal SIN se l!!a- aPa asaari o L Can vu, S]. idf! apnala SINS it agar• ✓'�., • peel MLLE lik. . 41 -at; alaSa '#:d4li INItc.LE lip r litIR•Pel VP f P!.a - te• 14'FON ill WO Ilk "all G.a:ofa air Ps 444 r mem Dee ass dir e r a. SOP Sat F. 4•S Val t 4r act !Oar *IL Iiie IS sir lade ea aide WELD COUNTY ROAD 32 a nd'Sat'U w s 4pc iirmor.r, sir II7Milms raga r IN. ZVI taacar`a 4456. aionar a ;Iv 811173.5% warm "mt. s s 71r aka f12#tts i.trri 149 L - •a F➢MON tti•rIl a, a -Zoe sa da et'. War an is 'dldioY LO' D 1 Ain Pc (aids) 'statist (Wi) PC Cwwr Sat 24--3-' e /MTh tr &sr 4,4404p in a• a- ire I gm : as algid+ as a aTa 'War S aaa . ir.mna.r o-- =1_ V/ tar Fir a Vag Fa It So lap= GIRL Illi�7ln/'Y —i+� .+Dda Isms ,1. 2026 � 3r�C'a y �wns slam o so —I ''i .il trL Fria 4,351 s-i !barn an d. MS a%s..weau loNe PSALM 11arss 4.gt lime d 1411, Nam, own w` Baia 4 wane ammi al 'a S a +L.Ia . SC 3aiavl Sa>as a Vim- Essays R Ariara 44g..iMZQK ISIS In 'Yia Cbra a.• f%ararr. Oars Jassy s, QQr1 259,'1 re P W HS are la lava our llaaplial s. "*a•'aO a i Sir of an Os so a/01t a 4Ms roar •, l S -C Sian Sr Ili Amara r'a-- Ea•anai Mr' Sarraor l.. nine Sal •, at Der+ act Fnninja ,7taw atiaae.11rr 4 a -as-a aar Ina alma sal as aurae '1 r�'C-E — We 29' rear 5r•e+i. IS Cara . pa as aaaaa en e# seri p''+2'ar s tr6 I- - l 1 1/4 e' a rm1/4 Sac 2a-3 as li ilk fam* Apr ea tape a__nr wok 1-1 rY anal a is ralarenall h......S_ I H Lao- *Ala SAWS a .._ 1r' V U O N as a a 0 i a ae a *SO' O. 'a. Sir a (91 I a sr aia a as reef aaaa an an sir i assn 1'sa aft ss_l.. i d d iot pl The Lai kn S . ISks_t -0ura d Said' n 24, I r.a . 3 beak RIPS Gnat a Sissii LP afl NOM Ikir Mat IL-. o._. -L e-- al ea tea a as ASS S * di,w>a_ •wt;C sip rota. gar _Iss s ankaigl S - i.i la. 4 star fir tai, I' plan ra pa.: as mans iS ]Mi2 a *1.011 Carty bat Sen. S gar 1a. 4 Pa (.kir ant) a l D' flan n a>araa oaF a 1 a..a as +•.a a WOO, lea ' d. Asa sr a' RA► a - Ov.% WA- S tit Lae sr) eih I' iimlir pin e. i ant Us, Silt &ma anae.i>a anal € - tang ma. pa .(4411-1303041 RP a • l alma l UM i IS :La - IO aaa a *VW tr !Y ii + terse rian-o raw iJaL•- S VICINITY MAR se_gise 1- ...a4) era iu • OO aagi aft air em We le a `. ni are* kg) eimPliaile Pow alias Rot pas aw Ills Ye aR ai ,,.fvisne T! aaaat. P M W; Jai c z lac r COPPER HOMES LIMITED tin^ 5acem Sr, aliripiQi irr; [WE: 2-I-3DII 'a at la - Ste' a4ltf M➢ P-17.8975 r t / nmpok .dam Lan aftearect. Ma t tEIS St& t'*, -::A roo *CAI 'P >F ___ mt:blank 6/27/2( Page 1 of Titfo Commitment an itarnalhed to #13111111 1 La60 Sint OK IM1c.. by Un client ittte iarnmilment e'm Onlehar.d try pna.iarod cy :sod Tita Guar e. Cuenpa'y, axes mantas FCC2S1SiSs6 -1, ethic the; Sala O.i,.t'oi V 21717 Only thews taienerte redrear righla al ray nhCh tem aloe to 6. dclrs . es I'H2O n deal. 8 S cban 2 (Enc slime)_ Nee 1 -. 5J as pain •cC.nrneersern 'td Spasm ale Lnld map No turtnw *peer Aril 13114/0T reRoy of may rilaata,,, obis Awn Cur an INS map, ens. ro43.43ic by the °hilt od ap•rl'afm O 3y Inl rnill gam Serrapsug Inc ler role saucy 1ha snare =ass= pigtail a hooded rain 'sane A (Amos d wirninni C.wM5rattty Pons Na. C6i XlifeE, rttaaoiris date .ta,ua ,j 20, 2014' ncinik"a.i al &ha Fai1k seam lAded WAY a net ar, CIeF>>P ririersillit4Li in ee.er am awriel tor .e s 100 yiab'lt lei WOWS. s It t - Y0t.ai.1C round or wt ass dearritead or plat. • Ie�as a ania a tea ta wny s l — v : ae tae a7i,t eabbet''g ll Sancta. +dr,'' Win a 'd0' Win n ham Poi tia�ro ait'd � alts iisl ' :a a 9nit 24-5-114u.a airs Lea `awtok EnonpLa' Ho 9id-'fib keter'.,`yrat Nets f,ir,Jairrtnioa Lr ea tn..aa •ores" • lbe prupsrIy, ammo s rimpartias kir ilia nigineseaicc d an on silo warms latdtiiis. t AU7a,. 1h4 haOCheS1O" Vert Oltert idle platted d • Lot 0. ft.caraia Lanni:AIX Pit 1247-3+-01 RECAi1-0041. Raaaa'atu August a, :sat I at Recaollon a10 4325&34. nom; 4 $ISL el the fecrtheaat Clearly- ut Solar �4, 7vasaup 3 North, •L'3nge d$ TYISL a1 IPS +Gun Prewotai Neru7aat, Cr ants at slide„ Mace er Caoraep 41/20 a .a s.-`a..rlaa En.n,pfa.' Is se *COO sill r-aj P *Taw a,.lab" fit s''0tT at itnittIa?'' S, 43+556?„ USK :340 ;see el %%aar:t.rr :e Toe:Pilo 3 WNW, Ise tai eltaat Una l=+ 9vn sa to halo . L :L/ t p as plea, LW" of - !Ks Bills -• Uhl:1yr and Oroinoy. Casement (urine: oetre.ie naiad] s We" 1 Warr e. ©toes•. i art be need bp bdivussad Septic Systems as appwsst hp ilea Welk COUntr nnea:r, Crebxur►ein # AY Cuomo diva beets Snarl M 17020,00 anrt I'+4'nLaensO by the Htattiowasr• Aseaciatecn and as hammy essdaraider as Drainpipe. Ulliltl. :.vnrnCeOe dike Pcmauaaatn tr.Laoo 6.assnrsnla. 3uriuc*idyv 7;191T1Fd:r.rF .an Stare=1. 1 Rtpdt.rad Phil) ioyWnw Lad Surveyor or et we Stale cri Cacaona, m mat u't Prdrneenv7 Flat Mc$. SWcn hsnaen ti u correct dsivation al the harem deevEiei 'SATMS ♦ raay Viar IiS fardsraldary Flat Map an) legal a ssanataaa tare parpasea unite nip sail miss. bra/ +' ceeara alms oppiacai's State ad Coaoraa3a na g airenarts on iha _ day at vr.pare0 6y and aft Bandit Or stttPMIL1 LAND StsRprETINC INC._ ♦,141 tJOtlir Cereldre0 Menke -Oottgi1ta. Wafer Wall Stand John Stanza Coolers) T as ..0-512 Date- hien :.sort/fY portal q1 l nd- possess 'i'rl:AC`T AND -Ma MST SaAWAMi `RAU NIU " Lllit•+lfit RQC+t!k'!IZ SQIIDWE iSu7..71 ■ 7,}.}561 5.F t I10t 'c LkJ1tdi -1.8,7012. eC Qw 7,.01 b J e i?fa St 0-741.11 SC CAiILi31 E. TRACT it i *twos ho' 869.44ls SF TRACT 6 279,a`t52a: S.F 9.4'6.: AC. 19 t AC 644. tM TRACT C 'DLI47t SF 2:27# 'RAC!' :0 i iT.raQt■ tL! !.87± ATI 'RAC7 E s7,fswt S dad7= AC, :RAC r P ILnerra ±. SF I3Jat et. Mart aS ►fl$ is sa 45tt.AC iRACt 41Q.56?z Sir dal it 7:DC shi,..,Pta la I32t A4. 1NJa rT J 310.25)a Sf tr21 AC TRACT 4 I 94.194♦ S.f Lit At MAYO L ,582.4732 Sf a.70at 4C. TRACT tt I. ii.,'ei a 4 P 4684. AC MALT il 3 430t SS Ott arc Ta'u't a.J r L49'DS Sf 0 Oat AC. TRACT ie I 3.12.33 SF 9.a,a sae L7PreF1i9'iW AND N1uPt1ENAPera AA Trgajs arts 4Jllaif via* be anneal add rnaint lnie by the hotnssonero Anttarlarn bed are emery ORfttaL.r9 sal Osansaga. Uc11ty. talnccae and Pedtstiko Adds. Ewmn•rata Snit lr ;amnia err s aMad rein In naps silo wi e s as abet r is air we Oro!' grist snt era Ins Shins an wit errs net Ante 'sr as ne t -dies ail +ewn t as au i+ir ataa+ ,J J .sd4 !'rte• 4s a.al L Or In lib sr its a th s i n asp •-- _) Fe Ii' J�; :'l� J�r"+�"� ri I �,'y 7t:rWit' • "—.� i r' , p rr F., 1.y 9 '. fend } 'i, LA I�j � ✓, .l �{'7 i L i' S Ill '/ z. I� � C' Iti�l" �I' h � �� ' I .1-',.P ��1-- �`- �..� L � _• �' • �.� �' t✓ ., a_ ..�la��- 1,-�t u 44J U ,l .! L'., —,.. �—L L• pip A Skl6Olt45►Go>A. BEING PORTIONS OF SECTION '13 AND SECTION 24, TOWNSHIP 3 NORTH_ RANGE 68 WEST OF THE 6TH ' M AND PORTIONS OF SEC -.11O14. AHD SECTION 19 TOWNSHIP 3 h10R1h, RANGE 67 WEST Of 'IN( 6t')- pm . Tom OF MEAD, COUNTY OF Zap. STATE. OF COLORADO r titCht %JCR; �u VreiN ITV MAP SCALE ta_t BO L:EATIHCATE ii.-APPRoitA. d4 THE,SC,N4uC Or 1rfUbiaEz i1w f ratuninw . Pat reap al RED SARN SttBI1i'.i9YTJN k eccireeel COO gten1.44 cy R#ao'.rrl?al No. pad and adapted ul the regular rrun rQ it the Board Sir Tn•ateilb at Me•dd. C.%a'OOO. rasa sat 20_ flsi aaon'cm01 v: the Praiannortprr Paat anon 0e etisitraao for ties (1 j year Irani lee code .0? gppryn pasta apt' ecl brtsmira nut and sad a a Pastas Piet cappiaraticoa in not *adanilied la the 1a.ry arfiraa. >aiid *Ices trail It any calendar' wads by dm Board ai Ttu!laMIS Aparaval S las Preliminary Plat clan nay raaaid -. gel ~on; er property ry,nts under Title . s, Attlee. 'G9. 4,.R S.. pro 0F'Ienu d. r'LANNIiYG COMM fS3MOh CEAi rE Aiwor.a tp tai Sella PlntvItQ Ccwnrnt,c,rial 1110 Sip al Cha•nae ,loaning Commission ieorslary rrio.iat'L t t. +r-a.••aiL �. 20 Easpneenn9. Pocky Rnae Cnel Engeneaaig 420 21e1, ahretau., "Ns' Niter 1,01 Longwood, Ceara 80164: Applicant / tiry. acwr: 13— u Q.*.tajarna,t L1C 726 u6 Tlat.rade Lana Lingolan% Cd4rees g0SO4 Sunetyar Intermit! Cann Si+ru'a}antlw sac 001 Korth aSan lvr4 kaawlt esti i:.teiSr,M88 car :.1.117,1-111:k .,a :iC:i'Jl. •'TLt1. MCI QS Wood DI mess p4ciaaanta lnai 13-32 '3.aaetac.rninl uC bung the sans of *hum 'or* at 4icad, C-otarada. 9tdt'ft4.C s} Water '1li,raia Driateans al Male a 13 Ina ULU 3t k',1i.niiia etwah *alp 68 itnt al ell 6thl P.Y., ono pa+'tiooa at 'a`a tame+ t$ and Seto 1W, ran* 3 Mew, awl* Cif laser tit tae 6le Pit - lawn a1 Mean Count? at tltiC Writ sr Calera lam flit awes iaa®ny 8ii'tlan a liana C2*.1 Ft1II p lh. Ease one at tns hortnadta Charter ar said Sachem 2A n bearing Salle C)0:00" 00` rin i vial Kith a bearingaa contained meson tehtliw ihaetre, Begirneiq a1 i►ae tsa 'sat Career Of rra.d L�".Z11011 .24, lac can 000 Heel Obi tiocal.mt Qatar at :not Urfa Pre 0a bind 0111Krdxv die Lak 0. Ratororti Croton Pio. taa9-2t—(1i it1EC417-QWB as clad in the 9ttsa et nth Bad Lends Zell and Il.aeadde e1 dreabliar 4 eel— a awogssef s, y.0.1 I. ti... s9r'tr. s 31'W ;.N, X.44 till area 'fie da}ayyyrad• assakipidapis stsal List in st 144 f:eeleist 34 to as ,amt. oaf ✓ ieri rrleri own bre ilareraerit. lard ^h- MO.ti "tM dT 11011 i.y..00p Rol k 4!.! a Sautit. Kea 1'1'4+'r'+tr lr ;t -el -$p %mirtIi fart i.i" :troll S4,! Vest be SI pawl ed rarrmata s. ,n .aartta-1 fait lest -09r as Wa Laaattl t W11 'a LA 'Sri 44, Brit ! i! Drat ' JL NM swami vii WFTti V% MlA Pilaf or elemshasts. teas* nanr'o end tesbsr'e ihipni-.e-file,_ at. la sod floe heats.*, isai 7.5 .ea snap Yu ,#. tan w cif said *romp Oats: id.•.O% 'fir inn flea get Wince sew tag lad tend ¢+aura, ar day lee ono nw7ig Easiniy pr e oho ens suasa1 car tit a certain porcas oA 9019) 4aLrsf to tut A a{ NEC4T4 Iii fled S tht r1 a Des Mail :a..rri-. 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OW ea Nee a its 4 -not ei vat mau=l (wart p (ewe t i Klsu`O# y iit.tawwiwtt4 eta. •lr1:X11,4 dad 0P.1ober i3, 2017 &non earn 27" 'Nest 248.44 lest- U1109c. o. & the Ntfraely Ian as sea Lai A the feirxany bra (2) moon wt4 aotancts. twin 44.0 T:a17' duet 1b7 50 Him: ramie i•aaan Ati'11'27 SnC SSQ 43 hay Is This Nart•'Fart tarns 01 sad tot A oS kE{All-00 7: maitre along ten 'Mt. lira of sod tat $ wild ins Easterly ere at a Taman Prance at mains da=ntua ab L.W 6 01 boa RECM 7- 4Up'T Boni gO iXt:9. East 546.1 Swot La this Sesa 1ia. as et aria al Ina Lid A cold the .ygyrtr t corn. d mud i,lt Bt Irian a Song spit Sown Lies of Bard LtI. 6 Smith P59'71'ar 'Weil 19CM.4a Peat to lot aixathased caner al awe Lot B, three ee 040113 the Watt me of acted Lay 8 and laie ties, Ins at the Sa dlwat Duarte 4+ said 3uctaan 24. Sarin 11eraD't5 Woad 148.08 1nt to Cab Sthad'aast. tone at solo floeineost iluartst'4 bid Section 24. tha''ra deny sand 'Melt Jr. a+ sate Noeirisast Cl aim. and NDIW Ina wui In of facia Lest. 0..tscoraeo (:asnaptian Ne 1201 -24-•011 RECK1',1-0048 Navel DOLU'4D *eat flora., 21 Inn, tc. eta Suutah..ppl, soap 01 0 oaten parcel 0 land aesontrea et mat 0 or at. Ranaordad knew ban Mc 1207 -24 -Oh RE -QM -a'jOa1* they, 0'019 lane SOWS+ WId of mold wte North ei-46 24' Cast 5 Z.55 hal co Lee Saa'Usael Cal not of solo bat E3„ wrnc. elects the pasha +ant ar no Lot B Rath 0013814A. nil 150.01 @eat t4 trap 5,:'41144si corner a+ kat C of sad Rewarded Eseatptruu k4 1201-24-01 FIECXi7-tOial1, thatre aaawg the SV.ti Roo Or eoyd Lai a= liakih iyA'15'21" E.,.i id5.,5Q fait TO 1.na Seaman carrot a: soil t.At C. Cheinte along U. East lava at we :at C and Ube Martheny prolnedri as .1 mid Egeat ilea ar, Ink C loss}". 44'tle4e- '1st 46002 tat Id a pLwat on poly tllial . aF. r CAP ar • Mel at tag in Llaamrl, Neese St mn auessi sad l.aarnri p Nepal • to r atbs t a OMA ertner'Lam '#1,11 tW tat Ina *rest aI dplibtiiawtadi* ,n ur.7.P'Ma'ttwip Riot- nt-ann a! aro CaunL4 toad 52 are bra t-aiaaep li¢agrrl.., et -eat TTf tats Inc C+a ori4 &pas N J eiss tae 'Tat :10",t1 Syr' 'tlt[UnleUMr. seals WI 4.,5 one rtiwtihwy Plot of N1. 000.01t a.wZ*O lasso untie 014 ere and Ril)'s of sticED 9ARNe aSuetelAS+41JK, anaparp, kills tvacC•n d lct%. allied., tram_ W'wotd. mien posts. upon spats tend utility sanRretta Ce: 4M bratj. Thal, tR1401bAb Priili nil a'y Plat C4ny4bla 196 ..)0* acne. mars ar plea tacelnsn Negri and .untici Ca dl t'asc"n , and '•pills -•a► -way tank ; and a. or tusk:. 'wc1,a•C. E•:scared tea sea}' d t34unr 13-32 aswe grnanc lj,C State at 1 es Cdun tp pJ } 8r Ai; the Iaegntt9 ccttlica% of o..nanhp ,sae acencusrettgerd tails•e me by rho day al - 20 Sienna rep meat are mail Notary Public ay eleel amiss• "corn: flatimpNOPu Or i.,aaaasaoer 03 snip ea _ Tit{ footide'4 co -Wrote .)t thersi hp rare acino•tenig.d aslant nos by Mat day or Oiiness my Hiss Cite 54'OI *Scharr Fublac illy oarivresslan aa}4ttra; r 3 Z; fit > Sts. onf z 1 Si? e ea ■ CC r r =err a f I g! its sht PIS so is A lit aid Y alt .Veylcaa 33 er Sa5Th OEM; %-u.-apse rat_ As PA= waaat► Pap. P-1T-11a7a SMELT 1 12 I val as' Sias sae_i.Ka,rla fa y Waea saeS.A. )utblack 6/27/2 A J Y $1 -- gab at Y tilkar .41 C ar lSrnt�s. t��i P mama mil., 4�tltill ''r"4,. _ 2 r 4 n a. • i a I 111124 1 C' ~1JJr. �L'4 4. • a . 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J z ci n P41S? grIP*PST 14$9 9041' rn rri xi I rn San eats LP uniertflior itairxra LOT 9 601 I rp30. tee Wranetti BLOCK 3.3 LOT II gob* la 'ern Ira' ILO tk wesearktert %Ws it Iran it_n0 eon. a oat I acsnetra imL, TAW II' Pal • .Prese_ tan 5B9,1 tier*. ilLiat Lir 15 • 17T- :317- wise TRACT mita 7 ids at TRACT- aj Snialls LOT 1J eager fir at - Sr I eilde • g. • Cita 5.1 LOT ID Mit IVA* 32 LOT i NSW 0,0 LOT 71104* BLOCK 32 LOT 0 &STA la LOT 7 7011P11 IP Las Loa at. ap arra. all Ma, die LCI Liu Page 12 of irk o o CE LII ek 13-32 DEVELOPMENT LLC 1/4 4r. 5 44 illf bat tex s. allitertp omit r in to mat,r? van j Page 1 of 1 MI RED BARN SUBDIVISION PUBLIC IMPROVEMENT PLANS A SUBDIVISION BEING PORTIONS OF SECTION 13 AND SECTION 24, TOWNSHIP 3 NORTH, RANGE 68 'WET OF THE SIXTH P IC AND PORTIONS OF SECTION 18 AND SECTION 19, TOWNSHIP 3 NORTH, RANGE 67 WEST OF THE 6TH. P,Me. TOWN OF MEAD, COUNTY OF WELD STATE OF COLORADO - - ; c g : 7;r+ call. I C. irk 'fir ;f3IL1[ rn. t I.. N. Ids I C2 5;-.1:a"1 �1T ii •4. t:.\ �C3 641 SUR v€ YQfi; :iTE RMrLL ...AND SURVEYING. INC, 3G: NCaR i H CLEvaANLI AVE „OVELAND, CO S({537 5OE,e STEVE STENCIL 9?q-635—w775 ��.•; BELT TOR • �•r= AV. AND DEL= rtMENT I. t ?i.Ik,d!!AW.& 51kEE 110501 mill �• e.—tir�1J :I;'dv A. DESK;NER t _ E rCER - - A L- 11L ENGIN.EERI1Vb:. -LC •._SLC. luI'c #10 Ns -41,7;T; I , 3H itDC 8O5Q I ON 3u. _Qal-662& I li _r'i irliN,2fIN iO3-851-6626, !C.1 -65U -562k,, :VA S A €� ER CDISTRI •- t Mir%Tt -r' Sc. r s SID5 1 -21 • `^-+ 97(3 -532-2E19G �.-•S -1, • sr, , • s 11 P c = • °, ...v_ - "W_ tom' : • xb d.24 x C dt sEoreciiNicAL SC11LOGIC. INc 3.522 9RAfI HARE ;Q'JRT _OV!LAND CD 90538'1 27D-77b-2Ois7 ..Ard:SCAPt ARCHITECTURE: -IENR`t DESIGN GSOUP WAZEE STREE r, SUITE I -C DENVER, CO .80202 KAREN HENRY 303-446-2368 2HOTOME TRIGS T9L a - s r•+ T I i -s , - Alam- I 3 CA 51 CO * a i j ' "id raj �+ J�i1rd1 f fa y - -..w 1� il SA ae jds 1- VICINITY 161 Mn liftliCiallARK Sup 3Zg - CONCRETE vIONumEN7 Try c.e g6 AT °A 9 in Azwus1ED $Y` NA1►OIAt. awoke stylist/ Ih 1992 ELEVATION 95357 (NAY'D t38& RATUM) TOWN OF MEAD APPROVAL la%SE 1'uHS ME HE t5Y AwPIrc11LD CC* CNC'YEA* CA* DA1T OF THE TDIVI4 EMI9ItIniOrS APPROVAL APPRt11FA $'I: 'UM L% is War ALL i*ORK SNALI. BE CONSTRUCTED TO THE 1OWrd OF NEAP STANDARDS AND SPECIFICATION'S THEM PLANS HAVE SEEN REVIEWED 8r FSE TOWN OF tnEAD FOR CONCEPT ONLY AND GENERAL CONFORMANCE WITH THE TO t# S STANDARDS AND SPECIWICA nONS THE REVIEW BY THE TOWN OF h EAD DOES NOT IMPLY RESPONSIBILITY BY HE TOWN OF MEAD OR THE TOWN ENGINEER FOR ACCURACY AND CORRECTNESS Of THE Pi.ANS OR CALCULATIONS FURTHERMORE, THE REVIEW DOES NOT IMPLY TI4AT QUANTITIES OF ITEMS ARE THE FINAL QUANTITIES REQUIRED THE REVIEW SHALL NOT BE CONSTRUE[? IN ANY REASON AS ACCEPTANCE OF FIN?t4OOAL REsPONSi61ILITY OF THE TOWN OF MEAD FUR ADttITiCINAIL O1.IANTi'11Ls OF arms StitF11Yi+1 THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE THIS APPROVAL IS CDR cowl:A IANCE. t THESt STANDARDS AND SPECIFRICATtOiNS ANSI OTHER TOM REOUIREMEI,ITS, THE DESIGN ANO CONCEPT REMAINS THE RESPONSIBILITY OF THE PROFESSIONAL ENGINEER OR LANDSCAPE PROFESSIONAL HEET INDEX CS1 (AOI MTD1 OSP-1 1501 CRDI-GR12 UTC1-UT12 yam-WTO9 siIO`r$t . FPO' —PPO3 PP 0*— PPG? PPDB PPM—R:1O PP11 PPt2-PP° PP14 PP15 PP10 PP17 PPiB—PP1rs PPZC Pp21-P1023 PP24 PP 25 PP2a PP27—PP29 PP3Ei—PP31 PP32 PP33 PP34 "P35 PP S5 —PP 37 PP$B—PP. 9. I 13101—D TQ2 D T93 DID4—[17O6 D1O7 DIES PLO'—PL12 LSOI --LS10 COVER SHEE1 GENERAL NOTES MASTER RE1+1SION/TRACKING TABLE OVERALL_ SITE PLAN PRQPQSED STREET S(CT1GNS OVERALL GRADING AND EROSION CONTROL PLAN 3 O'u'ERALL UTILITY PLAN 'WCR32 $c VCR 13 WATERLINE/SANITARY IMPROVEMENTS o(FSiTE WATERLINE IMPROVEMENTS STREET AND UTILITY STREET AND U11UTY IN TEN11ONALLY LEF STREET AND UTILITY STREET AND UTILITY STREET AND UTILITY INTENTIONALLY LEr1 STREET AND UTdUTY STREET AND UTILITY STREET ANC) UTILITY STREET AND UTILITY STREET AND UTILITY STREE1 AND UTILITY S'•REET AND UTILITY STREET 4110 UTILITY STREET AND UTILITY STREET AND UTILITY STREET AND UTILITY STREET AND UTILITY STREET AND UTILITY STREET AND UTILITY STREET 490 UTILITY STREET AND UTILITY STREET AND UTILITY Pi -PAN AND PLAN AND BLAND( Al PLAN AND PLAN AND PLAN AND BLANK Al PLAN PLAN PLAN P -AN LAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN PRAM AND AND AND AND AND AND AND AND AND AND AND AND AND AND AND AND AND e PROFILE PROFILE - TIr1is TIi,iE PROFILE -, PROFILE - PROFILE - THIS TIME PROF LE - PRI F LE PROFeLE PROF LE PROF LE PROFILE PROFILE FRORLE PROFILE PR ORES PROFILE PROFILE PROFILE PROFILE PROFILE PROFILE PRNJLE GRADING AND EROSION CONTROL DETAILS STREET DETAILS WATERUly1E DETAILS SANITARY SEWER DETAILS STORM SEINER DETAILS — HARVEST MOON ROAD PED B+RN ROAD ORCHARD DRIVE CHERRY LANE MEADOWS LANE MARASCHINO WAY RHUBARQ STREET }IUNEYEIEW LANE HARVEST LANE CUL—DE—SACS dHOINEYYCRISP DRIVE dHt7ME.sl€A i !DRIVE HOMESTEAD WAw GALA STREET HERITAGE DRIVE SUNFLOLWR DRIVE SUNFLOWER WAY PLUMB WAY CLOVER LANE. BREABURP, STREET PRIVATE ROAD NE LOTS PRIVATE ROAD E LOTS FINAL PLAT ( BY OTHERS -FOR INFORMATION ONLY) LANDSCAPE PLAN iRY OTHERS) CALL UNCC ria *awa.Ic dotirs BEFORE YOU DIG 1-800-922-1987 --6,00 COI DOnC1 k Wits t■d ti m'a di Wan EtiGINE,4 __CERTIFICATI0N I raw arms PLAT Ases Gam" " Ptah f% Nut Cut Pigs *LS WAD LIIOD We Pita S'SR INsidwl M AC13' iSS 'Wm n•t au lIN dntts mss tan—rs 'm° r, .:tII,,,-.'IK.C_rra :Talc-•j'v... sic in;'ca ptioulljr.4 F1iw'r* :ANIMA J•XL % 4CNS. pR 137162 MOCY ARCS CIYr. PRAPAratt PRELIMINARY 9i:ri r' 1 r. I :N w BARN BUBO 7 R U �C. as. ag at 5 8t Lei *al 44 (S, )ut:blank 6/27/2( Page 2 of ] I A,• , kitI.Aht'S ar,t ',-i_C'I 1„"A,;,. 100 '''T. °E$NN.'AY AN) CG'15TINPGIIQ(1 Or ZCa,,aTT M}ROvEsir l',TS, t 0 QaFclCC zfrar'N'IENT • r 1RAINSP0rmai1GeI. n = 'tL •'-tC,1LL L'a4INC,' REQUIREMENTS L'1 T E "HOR''3G14 RATER Tr ,c r,>ly nINII MTV*: nr;rrlC-- MeV a.ACA MOLLS ENERGY I - .. t. 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EROSION WO SEINTC i1 CONFIRM. ,tasufl MAY NE REOLAIFiEb OF THE G►l1UER Ate HIS CO v- ER SINTS OUE TO Uo4KOTESEEN fROSTON PROBLEM CAR Ir ME PROPOSED ERCSCV4 CYIiIIRtk. MEASURES DO NOT FUNCTION AS IITEHEC THE REQUIREMENTS Or THIS EROSION COMIRCL PLAN MO lit OBLIGATION or THE LANDOortITI SIALL Rum salli BE LAW silt UCH INC atm THE PLAN. 4S PROVEHIt:Y GCROWN CoNTH7Ol 04M0tCTEp, OCIcIA1uY Mu ir.p. DR VOID p SANITARY NOTES: 1 CONSTRUCTIC7t CF SANITARY St'AER IMPROVEMENTS FRYER ST I,ltAIW SAFIIr# y SEINER OTRIC $ucn4ER PILFERED TO ALL--OLslrddCT') At TOMI' OF" MEAD CONSTINTC1%c14 .1TA'PcMDrs Ac DE A LS LATEST EDITION FOR 'LL CASTFICT II,LFITOYETC$FS "r mot OF ANSTAU.ATKol • DisTRICrs ACCEPTANCE OF 11 E81; PLANS LS %Up FOR CAME TEAR D ALL MAMMALS A14 CONSTRUCTION 2411x CONACIRA TO 1!14E RIST lTci STANDARDS 4 coireACTC'F To Y RIFY LOCATIONS ANN);, ELEVATIONS OF E)JSTINC UTILATES PRNOR 14 cOMMEWcj: ANY CONSTRUCTION THE fl TiACiQR *TALL rfaTMY lit piSTRICT A ad* DE LG H9u*n AND A TIAAILAMJti CS Ti+l $DWI mum TO STARTING' raisT'*UtTIQN Off mom To raise cQIISTRUGIHDN AFTER A BREAK 6 'ri,Artltult MICR SFLAiS PL PCLYNINTL CIILDFIJbE [PVC) PIPE_ ASTVI OJO3A. 5QR-26'. SOP- 35, DR As INDICATED ON THE ATLAHS. 7 AL. =NCiKir SHASJ. 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BE cOWE'GTEP 8M' A utEtur.D sURTIEYOR 4Ji £ N+Cti N'nnc ITiylt,ln 'H A MANHOLE DOER Cr IE,Ltt!HQLE SAWING 6 NOT A.COEPTJLEI.L FOR SLW'E CALM-AIMS_ RECORD LiJ*4PG5 (As -PATS) MUST LIEiADNSTFATE maivonALANCE TO DISTRICT 51AWUTARETT.. 12 TIlE taflI1Ac1'CR SHALL NAVE A SET Of APPROWIJ PLAINS Cu SE Al ALLY, TIMES nil CaITTlacics SHLALI.. isi RESPONSIBLE FOR REC04iEANC ACTUAL RECORD DRIVING JLIA[N:JON3, AND DISTANCES AS CELL MS 3ESVICE LOCATIONS ON TIPESE PLATS Ara SLAMMING tl•Ew it we EJ4Ic1$EfR FOR PREPA$A11QM or Iran QRAYSNLS THESE mama SHALL SE KEPT cuRRE141 AT 1a TWE5. 13. Wow Airy CONSTRUCTION CORMEN , A PU•IC WEI BE INSTALLED TO PRE11O+T IRSINAI ,CE TH'ROJEi.4 THE Mtww SERER war FROM € TEmetc THE Est -7519w 'stria urtE Ins PLUG IfIE•. 4 IHSrA4J.EA M TTE M,AANHOLC_ INCH CoNoECT3 Nan TOW►. ANTS DIE f,a4ISTIPI r AHD RAY NOT Be REMOVED tel t CP10710I+A4 Ai:DEPT 14 DEEM: DUNS IF INSTALLED, AAE Tl'f[ RESPOHHSEIu1r T;P THE DUET UCCA OISIROT A^a.SL)r RCS n4 LIABUITY FI;EIr ANT Porte ai Cr col AMT Thul L CAUSED MY toN0FROB.J'1M5 ARSOLult.,Y NO PART OF AH uNWIERfRAYN SIGMA oleo ort al*n 04J15 MU SC AsLl.t711E H INSCIE OF 5AMTJLRT SEVER MANHOLES ALL T L€J St,AINS SHALL BE INST,tLLEB T3Eu3ly coLUTARY SEINEN AND arse; To THE SU)f PIK MATERIAL SWAT.. ME DIFFERENT '":CLOP 'tHAN SANITARY SELLER id NO sefiviti LATERALS SMALLER THLAH s INCId IN DIJATEiER SMAL_ ENTER MANHOLE& 1$ SERNACE Cs'OSSM'$S OT CURB SHALL BE mamas mini Al Cu' '5' rCURF0 FADE. PANT 15 vat toxESITAB.f. 9 E STALL BE ExTevEJ7' VOU THE LOT A MOAN ALtl CIF :r? FEET T7 CCIO111AC1ZR SHAu. YJTtRt fit! EAO X74' ALL SERER SERverS RATE ACAC POST MTH TAINImuM a Fc:T.R FEET a$Ovt cdt*DE PANTED GREEN Ie ALt- PITIES SMA,L4. HAVE $OLNEEr ' (COOT 48. BEDDING) iPfi.EZ OTME WISE SHOWN CM THE GSIRIG ' M+'r APPROVE $9, ALITATIATE KOONS .t SPECIAL CASES. I ZIE NEWT-Haa Ar 2a PRIOR TO ROAENAi. OF PLUMS Al MAKTIOLE,$. PAPS STALL BC JET -GLEAMED MD ifAC11LRAEp To PE$ICiti- PEHRXS AJNc VIDCOEla NOTICE %ML R MVFai To THE CusTRIcT iISTJECTOR ONE (i } TeX PRIOR To CYEANIxc NSPECTOR MST 9E PREWAT OuRrec TIE OJIERAflcs VICE A KI:NAL HAS lam 6lvEn 87 nt PECTDtT. PLUGS MAT DALT BE 4O101,ED ATTER INITIAL ACXflAH/Cr 81' THE ;YNSTRHCT 24 THE FTftps REAVATED PLAIT AIAIC' REIDENOEp AtxiRtS Plus SHALL BE PROYIECC TO INC DISTRICT FOC INt'71 ACCiPTAJVCS ,T2 mailer t2fl: tAG1H.j TH!S AFTER COHt5T UCIIOrt MID PRIORI 1D THE IXPIRAiini a 1/49,t4Ty. THE DE YTEItOPLR frtn.L CAMERA/AMU i<t4£ SAS TAM SElAEA U RES AMID P'ROTYIOE A DYt) TO T,Jf DISTINCT FOR FEW* sad.° &Ms. I AFTER +I!'N7 L'IER AY OF ni EaSi)iC RQP w .4'. WERE Ti;AMi ullLitts ARE PRESIEx1 NE DEVELOPER S1•r u.L °POI ALL MITAN& lS ANQ YALtE BAorEs FOailens THE PA* CA OIPER U101•4 TO ENSURE' THAT ENIFIK .E ,YB 'MALat- Ttf14E NOT PAWN GIVER NOR FILLED '0TH ASPHALT. 2 *HEN AN EXISTING ALT SWrru.s I5 OJT. THE STREET TRUST E RESTORED TO • COIVOION MAL 1O OR E'>CTTEP Ttr+•N ITS ORIGNAL 0DrEATHQN WE £)c'$lING SYREEH CE CH TROT SHALL BE OO[AATENTE0 BY THE TEN CIF MEADS INSPECTOR STFFOI4t ANY 4CuTt ARE 1fAfE PATC5MtNC swims.. SE. Mot N cONFORouNCE *1W THE iDIN,i CIF sem STNICIAPITIS AND SPECIFICATION'S FOR 1HE DESIGN *10 COVSTH91.1GOIL7E OF PuBLic AND PiOWAWE ITIIPARDvEt*1lTS. THE FirnnnEt PATC+4 5LiALL BLEND suOl1iity INTO THE CASTING SURFACE ALL LARGE PATCHES SkaAILL iE PAIRED *1K AN AaSENI4T LAT-WM'A tACHRIC in STF4ECr5'WERE TAME THAN aasE Cut TS NAM ant OTTERLAY Cr TAE EAWTTE STRaT MPH, INCLUDING TIME parcttO mess, MAY BE ITEEXIINIED FH4E W (NEraIMATrt OF hap FOR i smoixftr theist SHALL_ f MACE or THE .Tai DKutER DRAFT 'YiR REYIEN MD CZMtST (DECEMBER .201 1) DRAFT rut NEW* .2`2,4a0W.:: 1:AAP i ;tt 4-.541.2 'a :444ALJJ 1 LSi :iii. - .2;44 rib Se ell isa R iva_r ',I. M-111 ra 'I'OI rat. txr: 1 i *n "4.4-- t. 7' ac 1. A11.u1''91rY 23. 2OTT CHAPTER NO 34. 3 FINAL LAMTS rJIF FEii1JW£D- JL'sPHALr !At*CUrnic MIIP PAICHATAG sy TIME! Fja47M LM IS SHOOT OL MALLS. Con -TRACTOR 10 PRO'?WC SASIJT if!) PALTN7l irCWK TI . 1-24EIE PQ9n1E DRAINAGE AND A'rMOOTH TRANSIKAI TO EXISTING ASPHALT Mime SLOPES ACCEPTABLE TO THE &MAIM Mkt ens; 41X► caPA4 STa tgailt's MR -TRACTOR 9441.I. PRETITTEIE ADOITITINIAL StTI'VUTTING. AND PAiCiW44 AT UTILITY TINQ t coroiEG1HQN J'Q11i41s T4 cosmic PATAELIETor AND FEx11Al3, €T[ THAT MAY NOT 8E IXJLMEAt1Ep 'at•N PL AILS 41 Porto Foe. 'HOE' START UM11L A IOEOTE IflCAl. REPORT HATE PAVEMENT DESIGN HAYS $F.Ea1 'fit"4L $t The TIN ($ NW, DET}ELp'Ie1T vitcreasTPD Dr'A514In ANG saMEICADE LY1Y''LL:T1aN TEST Alt PROOF ROLL HAVE DTI PEMQOLO MED THE WSW'S HAKE MET NTH THE M•4YLR. 4F THE TOIw OF ICAO THE PA' WENT NOKIA REPORT 0.61 BE SUBTOTTIED MEE (3) TEENS PRIOR TO 114E ,"NTH:$P#TEa GATE CIA' NOMAD 3 ALL IDM$AGZL EASING CURB, GLITTER MO S10EI1Au4 SHALL BE REPAIRED WHORL 70 ACCEPTANCE OF COMMITTED iNPTTo'h'i sT'S 6 ML CAN RETURNS MILAN PQ9UC NIGHT -of -*Ay' SMALL EC CONSTI ,C1T.D Milk Sig(*AIS RAMPS in ACCORDANCE MTH MC TO* Or TTIEAB STaNSAAIDS A►4) WCCW1CATI0NS fR;it THIS DESKIN AND CONSTRUCTION OF A UBLiC AND PRIYATE;- rYPRO'1431ENT S. tl.i. 1.10Et,u PASS ' Tau wiEtUDE s TRuSciLIE'A OWE DEVEGTAFEE 11AI:t:'wrt PA'sTEAN JL4. amps 1?I THE gloat sun a • = :. 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SEA :- /Mt _ an ;�Ia 5 below. . � � Wt rnrloo y iq NOTES: Sit IHEET cRoZ ftR rnnrou L.7T aRApaNG STYLE; . MAX 5I.oPE IS 't+ -r INOICMES A TIRA ti flDR W THE LOT 3TnE 'JF 06Iypt}(. 6. REFER 10 'ME BREi' EROCING Pt4ih FOR `RKJFIC N'0IRax11pM Etri>I i!IMC IME4011.L. LOT ZRAOIrtG DE57'1 t FLi}U6 ▪ ODItORE•EE ' RQZ 1Ata AilE. 6.0' MK t4WIFf OTHERWISE NOTIII CU OI N) 7 al.i. s'QT Elf ►an05t5 *RE PO F1,0,LI E (ti 0ri) REFER tO SHFE - CRO: FOR Lana. !HAT 'Mk APPLY TO :11'ERALL CRf 3SdC *Hp ERDSO $ PAS R PEpfSlm/ua *M.a4*JAYS -$HALI,. ocuptv low D.WLR w: 6d3+ CC 6 SLOPES IN ADA .Apwasc AREAS guaLL PIOi txtEEp &CM IN LW? pr criar FFE; *R+N5N FLOOR f1Ey*11QIr BFTi *+*9 U Nr FLOOR Var a:DOR IOW TOP OF •604.1. act BOTTOM 8r Ifir4J. IIP: Wix. p{EIFJIT LP: LOW POUT £01 MX OF b•Lrs par 41V1/4t04 CpuS=Y"'G ti 4++ CS 1. 41)C Sit.; mit C 1i Ie a_ tad u 0 CC as rrD V l 7 03 11.1 CE s J C 0 ':I F z 25 *CI IC CRO3 lut:blank 6/27/2( I .a.: L._ J. W u. PRELIMINARY A Pk Know istwir $ below. 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COYIPL'+ Mtii CJPR NT i0i COOL 4, SLOPES N AOh PARiotic htiEhs S -MU. NOT EMCEED 2.06t Iii ott G+riEC ROtd 70 nJ'i6GE sfTlatsc Eff; FiNiw. rings R vivforsi SAsagENT F.LtX:f? tat -salmis 100; Tat OF 0114 Stitt IiS UCY OF IT t1R; Htt'l PRINT LP: J.AM PAYT East EIME OF wax ME MITC H EASING r( CA. LOS Page 9 of I 0 cC Cr a C• g saki r4 GRQ4 nut:blank 6/27/2( III I i %e. 'K b1a_ ve as d` Ka . I Sr' 1 Page 10 of MATCHLIN£ SEE SHEET GROS r.RF NINARY r', Aims Nair, g WOW, Cal DOM rii3 FAIL is +Y1 114-6101 ti • . e eftre MAP '-A Mi 11' tma cALZIMr WTaa N M �� PAJ►'lr,iiC _et Vii% 5'4:O1 PILE C fl tiS►NOUt AKA. - disw TY13ye.AL 'AI. SIMJ GRAnNC. 1'sA v to Tior5;. {creed arafti Foi QIJ 4+ F FLOW .C4E:E CTON flit mIRO1ECT1Gi l—) al ILL PROTECTION &DRAIN r COM& LOG Ea) SFA ZEO STILCINC 'ACt Util y5",. (Fort Magnin) 1,trC :. �Ii'ge�sit E*D+tC IIT tetttSr ;ago PcsiN04. rM&r+8t *rte ',AUltc $p111 Dro iS ) amidst m_4Mp ^sail' G s -ac NOTES: E SHEET GRC. FOk rnfC+4L La! OILACRRICi sus . MAX 9-DPE IS ;r+ 'sr INDICATES A fieRtnintss IN THE LOT Srnt< a GRAD046_ ▪ 4F JR TO THE AK*. ~tic + FOR SPECIFIC INIORYIKTION REOAIiTJ NG W*IIYIPUIL LOT GRA1MIC vintCii t FDISS &ZCA$GZC VkOSEPANS ME 60' SI UNLESS OTWER ISE NOTED (U O1lj . JP- +SPOT ELEVATIONS a (<8 FLAtWE IliCrli FOLK tO ry'1EET SOH FOR LEGEND THAI 'MU. A PFLY TS'r OVERALL QUID= A1M EROSION PLAN! PIDESIRiAIT{ *ALtQNAYS MALL wiry THTH £JIRG , 1T ADA £fl3L sons. IN ADA PAR14E*C APfA5 9'4Mi HOT Exteto Los. w YIIY memos I: AriIBF£MATIOIM FFE; F7NISH FLOOR 1411 0.1100. NFE o'M.SENIEN1 FLOOR areiLin0N. TT7M►: TOP OF w*u. pat BOTTOM! OF WILL PIP: wort POST LP: t O* POW EOM FUG OF YMLI R ME I ATErt E:ciiThVG .1 lab 160 l.i R zpit w ilLL U _0 (/ 2 z co C DC fi n n a' LT, 4 A air ted. CRO5 matt:blank 6/27/2( Page 11 of l PRELIMINARY T i .: son, :;;ie:auu Argos shai 6 below. Call Woo poil u) C, w Ui Lu If! w J I 4 14PSIMP J1,4.1 itaie art Jae I4 Site Win awn o imp mond1. Air SIN in Ns i t e r is +—+ : rr.r 1/N OM Mnlifi 'aka inctiiw ape a t!' r Der am tow M — w ES Nat 640; sr Cams *wig SPA IS ger ar tan a mutt" as 4 ai ws Thiire* iM it Mr ONO slain one sap is !a• iri sawn aims Sea i YYigt COUNTY ROAD ►�1ATCHLINE SEE SHEET CRO9 F c Let' 56.T I ra ti .. rP thC_ NI e DjifUE •iS1O'1T oos, his.. Jul[... M t J 1 I l r .gyp„ EIrF1' KEY PAP -t WNW CLOW Oila41Ie PILE" aROTEC7KfiI aiiiar FRO E.cnam SEMKNI ectewca .QC STAMLIgD st&fI,C AREA (€;St vfN T i arm. Drei lfi l ura jam_ SACt 4ih1t 81 43) 4D *Front ',raring) ryckinu 'aV srr ` . e_ __ 91 II t+lT _ Spt DaranzetgJ '18.2' STYLE. (ohm 'PACE i11 I MIR Dralnnyj 7YP'CAL 1410. Snit GRatC EMSCAPEN1 Utildrtt TRAr tTI0NAL GRADING (Sia NOW 13) NOTES: 'tor salt awing t J of WOW s et 'T R IFOG4S 4 Iasi i A °ie 1.9! inrri tikesst. d$1'EiU MkAa[Mfah rid PAM iag towel -LW' *Abed MINA i hot 1, nib eavAi +As 4411 MG+L , te r a @ tndi lR ier rt_: • 44.10:w; 6. AL' °#fir ‘41-eatle t S •IC` ?Lt&N 7. Ji `'t _steL7 UCo t 134 . 'iota - d*oL MCLY °0 4YCRth 1 : C!'Vhalt'b PONS • e. reCillaini )Bees ,'Aims, no Cbattoi S b. anis at . mil r suite_ wt. ,aft L = Olt IP& -onAon _'Hitt 1tp. irk. 4 +I�, : 4..4bA±tpl. Alt. SUM NI SIAM IlLtirth grit ti a ■ate Oat dtf li 3' iniik 14 400 11010 ?t £.air n C'Y Oti.410 1191 is valbi ►1i'S!it 4 FO z oJ Cr a TS t era GROG )ut:blank 6/27/2 „ F v AC Ifs edkzis ' 'sic Page 12 of S. 4 r, A" i it rig D ! Y 1 k `I i. ,. a a , r 1 I .i” 41 } - S rr 3. i 9 r a f� • �_— — _—t '.i-ice 4LS. , Amapa P1140 11114 -MP'PSI vat t PRELIMINARY ItA._ ,FIX 11121 OW Coll before you dig. S R frit • S -n't` I " Mr SAS* srigi sup ima 1,IteJ: s •,a.a akaa Daly e r: n e; AVE MATGHLINE SEE SHEET GRID ri •410. d l . std i��rsnl CO 0 tn z t- 2 MOWN O. FCFOrk 51.1 ratI'I. Sr4fk.rarpIAA* tarrardirlarij 4T4D S 1: _n atia ICS ODIO:P'E WASNQI4 4:LA+ alb', 4 4.4.L lap j CAW a nassamak I 1 opt K E' MAP y MIS FS !TPIU! 'ma Via ' + +~Mb (FrpM 0rOrrinp) t4) PAPPArtike16, (FIRM Dr+an•+o) WIC�1L 13".Still GKr&a "irets '4"i'40 1 ¶1L Ai 421 STYLE eriasnivC (PRAM_ '/ ACE uNtIS1 Nam ;maw& Rc,Dy&) F_0w p{ CTtory MILE 1' PPMTECTI{>t1 a'r.E1 Pgo1Et'Tras iQ I"Woreff CONTROL LC); yd. B1 7Cc" !Antic; t,��{{��,µµ pM�� a Pr 61g.IA p .- -.' _era.... In. TRANSITIONAL CPADING 4sEE KITE ; NOTES: 1 SEE SdIEF1 {74D3 FDA TYPICfl. LCJ7 lilin rna2 *dAY. 5T.G% 15 4t "T" 1p tJon1ES A ThMtSIMtiM to DC LOT STYLE r CithihG. �• A ER TO '!NE' AKA GAADl kG PUUr ITS SPECif IC U IFOfOiAH N alitaritdrit JNCM'YIOWL LOT Q #CRrtG OCIlari a FINIS 3 CataR£1E cRU59PA! S ARE co' 511pE U'4{F$S OThfl"S E NOTED {I1 ON) e ALL siT aU* 1MS ARE TG fLaJLNC (uQN 7 WEN :0 SIICJEi CAM cat LEGEND MAt 4s CRAVING MD CROWN PLASS $ esZDIZIPIAPP WALKWAYS Dieu. CO PtY MN CAREN' ,DA Ci3CC 9 SLOPES d't AOA PslitKinG WAS 91M.L NOT DWI) 2.0% IN QLTI0N W ABISEMATKDIS FrE Firibm FL0C* C EY,t at WE GASahrthT Roc at WV% T0* TOP tX wnt.{. SalIt iiOrros or xut NP: Pal T Lirw PRINT COW EOCE OF Wsat LIE wAiDi CAWS:: O I faj .a_ Ti Cin :C s CZ 0 ce (O RED BARN -a U 111-€16 14 C E 8 - 4 It "10 s° sYribla CR07 )ut:blank 6/27/2 tits i.,.?t it. •• ..tS #1rre 't ifrr-4tf Page 13 of MATCHEINE SEE SHEET GR11 PRELIMINARY Know "a? b tra Car tazi4Se you dig, ERCSON• C dT LEGENNit Jai 'ma jxdsc Yt_ e et, at tl+ar: sTX M PFLE IG WASlw l nulls ow SR r KIIIIIIV MD* MAP P tar f IY�li�r-..H 'Sf S14L iM1 �LL.l�'R�^. 7 Errant ono e-- carian-stbantIpArE 4.:441751, {rrir■t 4011441411,) fl AL 'S' Stitt CA'401kt fea Ct> fit' ijt t (Spilt Druinng; '�i2' STYLE i ' c {Raw TsFacE JNbL' C5iat rant,+,) ".i4 MLHT (ACgNil:sac I ?rasa- -we-are-it �. c' �''1 TR. tlSMONAl GRADING (sf: volt p) WUPI SFF PL DW EIRECTO!. +tiLET W90LEGu t t ICW) 2}k.lILEY PAOTEcnQH "��f 'wooers! cams% tcc STA 1JD ST&.Ctc Olmial AREA s. 2. NOTES: • S�ai 710,l - V tack ter 2. mt. even r�i' S. "9" PICiEa1;'°: 4 't'talihi n 3F IN '14 Mfr` Cr ac 4. aorlit TG 4Aiti $71.410"4 p'SaM JQiY t h%{]MIAaire, fir+ C a =`l {qr nit d[.._,rt iii ;4:77. 4.,. 41., tick -- - liJ5 re 7l E 9' for 'rte Wasik r, r LA, allicif Tlf :iScc LS 'tan I. 9't*' tsai4 likaik tray tut - irk WAIL& Wea Ica V. %Ott is CA flh1 d SWEA14 'Wks 001 $tta e a 1R 1111 *tc•bv4i tt7 iliiiilllsli Mr rt'F0.4 $4.991t 1.iLlii!B$!4 slothf�lrtr tSbl turvietat traid Ina itat Etna, a "F Tn 1 ill Oa tan t C we ii Vital .I. tat i 0 "its 0E 001 cch SUBDIVISION z i i r C t f wra r_ -Q P It C GROB m .t:blank 6/27/2( Page 14 of 1 t PREL t BINARY 1 L ',aril '.411 k.Lt R[ a Ie`JIt beIc4M. call ;stoic:, foss 0 cc l7 w can tli L L1 cn La z J 0 • -'l r• —Ana IMIlp aims, ` 4 LOT 4' Er- ..ar, Pfl a nr .tea r-3 ;sari M preavasz r r None imp tar 'Lc F116 4 tree, -1 if 1aaa — 1alrS7 iau.n hear 'Lein' LO T ;a a. iwwww d'l i w I I� I I I I I S WELD COLIN TY alt ila ism An 1. is bniiflii IA Sal a 6n Arad Jeri awn aLft --aaaahart or 14 -—Saarr� ts- rr =auk a Isr. Art iktar mamma al Ro car I 1 V I I I I I I I 1 I 1 I 1 1 I 1 i l .4 ea clan I Sari Wee. I Jana la MSS' an Dal C14.4 4 s4 Ma W r 1. 0 r. 0' II &was sews Et Jjraaa! has is ♦tom m P. ii ass s.aw. AdisMaim. do this ur MA' iru / it t cm) war - sr, tam as Wpaer1a r* can PM 4Rr`a Will Oka WELL) airy 1W, i3 E 1/4 c�*rLr Sec 24-3-U rrar a r Ia1ar palm atkw t-wirt ..,ray, I n+�*IIrn.1 64:4 Aunts MATCHLINE SEE SHEET CR12 e ARM Q l�Tr 19.114- MC r of l SAO bo. ttletwi MOW& STOWS PI. ?.. CoveikElt rk9 4C1JT AREA 1� -L .• AS "d4low (HOZ ,JY 1 , okt K T13 3,7 Z all I WICK_ 14 figh. STS . 'PA Mkt (Front Drain tog 7 cr2) r'?PtC iit 'AT sir. c Kant pow"' Lila rp5) (Fr,ont Dr alailtifis 31' ST Ira 7tAlinhiC Mill pagn,i's) eir AvwFf F nr' ObatPeTlt>w1 sMLE" Lt OTEC TIo 1 OUTLET PPOT?tl E174411041 coRiiaL il*l�`i 's.rt[iHG +aREb r� 1►tfea still Draining!,.iiST�'` TYPICAL V:: s r n_i €AD% 4. .Si. jaM1 LINITS1 SASS l lann■ fret CF tip twat() TRANSI T4lr14L GRADING .SEE N4'tE tmi NOTES: SU SHEET CPWL VCR rimiest LOF WARM: STYLES wJlx SLC]PF IS 6 -r PID1C,'rrS A rRAM'.mOn rK The: LW Sista cc Gt}pa.� r Rata TO TARI,4E A CaApv40 Pim Ft" M'ECft inirDinsAlkiwi i chssi a 4c IFWD.V uM, LOt' +3AprrIG it5tai d. FLCmes CI WORETE CliewSiwrit5 AR1E reef ,wet uMESS DituniSt. Wa (wow) w) S &J.:. WOr ELEWfrports ARE T4] FLOWI.2IE (uOrw IlES 10 Snr7ET AO, FOR LEiSG t►tsT MU. APPLY TO (v&RAtl. cRANia Ate Ica Plaw$ e PCDCSTItAiwt *MAWS SHALL COIAPC' TM CURRENT WOE 4 SLOPES W AAA PARKING AI a1S SflP Y. tirr ElECED 2.0% 11 JAY OwElaTICYII reagtww4,11001% FIVE, fRow FLCrrtl fl.t'YAiNJN 6A9EMENT FLOCrt ti. TCW Tt71R fX MALL aiv sorrow or WkLs. If; KIN POwT LP; IoM PONT EI?te, EreiC OF wag LIE. MA7L3i EXISINC. CList ! :� --." cri min c w to cc z 0 5 co eK a) J0 141 5: t o an .� GRO9 N it:blank 6/27/2( t PRELIMINARY r ra i 4 w I +Try 1 NIS sic 1 • i Ikrww 1h11k11 a bw. Cal kiRITOT0 y061 dig. a' in.. - I .c s as ! J a t— �. i N giti . sr .� � la x [ 1 r��r�y' r i 1 p '1 Y, h l N de / ♦' F K L I ` 1 1 1 r 0 _ 1• . r r :, ° 1 � r it - !r 4r / , ..I i u t i iY 4 } yipat S I f / � , f sir 41 �r lei is ft a 1 .. ta -aka as .s mesa in SOUTH BORDER/NO MATCH'LINE OSSISOSS lase 40iIMISIISpiekiM Ina i i Page 15 of 1 pOidAN. cre itj atlx $E"' MAP ' Cu OMNI NE SEE SHEET C 0 i( lCIL �,{��17AlTtCli 1•4 1a iaL4� r'•'ii3!_ j r+,E '441 Its ERAS ,2a .,„ =R. L rNC W Fora-lfi :- *tt. %um, . TAr• _Mktg_ , --71141?PaiL 34O1.4c. SECO PILE CAWSPETE' IIKSCQ4Ji LiJRS SO:K (rtLRR $ns ANPRAP EROSION CONTROL. rAi E flPit tt 'eT' ST LC t;aa'rt,` (from Eiralntnq) @ C A,- A 26' hiSrirtt:rm,Airvino_iittirsi-Tifir- biticti s,�: . [!r t►larrsa, 1, (C A1t ;Saha .1.7,41i4 Z$p11t prpinlnp) TYt'�74� L st f J W W ;BASEMENT 2.9e7 UwFwr1. 4r.• ,4p=r t$ *A_) Ruti CF F1 at picfcDON h%ET ORATECTbCM CUTLET PROTECTION SEVACkiT CaI Ri1T. LllG STWBUlED STJYCAIyC TRANS4 rIOHo4L GRADING NOTES: - SLOE Si'i ET C003 RJR TYPiCA.. LW' GFIAI ING STYLES 1w LX SLOPE 15 at 1 -r *CACATE5 >ti TRAN51TK71 M THE LOT STYLE et at,6atlt._ • REFER TO THE AREA GR4&dIC PWIN f4R 5> t^. itO MA ON RECARatic INOi' OUit LOT CR60440 3E9?1 ti FLOPS S CQH MUTE CROSW1NS a4RE 8 *DE U1411 rinieRWSE MOOTED 1U-GHj * +1Lx. 4R4t ATE lc FLataa. (UON ) WEl TO SrEET (iT+TO, 'CR Lida rie THAT 11k1 APPLY TO OVEPA,LL 44AN4G St CROSON HAMS • PO SIF>'A ii041 Mtp,YS 3wat11 =NV *4TN CURRCNT Ma- 0:4)E [..� • SLOPES W h0M PART ryG aaErs5 Noi exam 2.0% 44 A$%' DICE CThON iatilE1$AT AS FFE, FINIS% Ft4GYi fJ,.EYa1)Ck+ art a SEIAENT FLOOR ELEwJ1G TOiar, Trap OF WALL BOW: SOWN cF *w i AR: Y*OH MINT it. LOIN PON r ED* cart cw %AU( ft M,TTDi C ISTtwt, cb :4! W SIT• C Pai a_ t la W u u ault:blk 612712( Page 16 oft t^1 -r PRELIMINARY r 1 X'+bNI ; tEGPM knowwnattbSlOW, Cal t>'eforb you dig. .f 2) 24' CSP a AE 1i75 _ tUA+i kY f IRO5iriy r0, e ■ VN la'• it aaea Calla sit, lam AAP Grant 10 atiOtAPSIE adsu6A0 Ducat -- ;- s F;e *Of rr�f htTa. Anil + n NO M A TCHL R' E /SOUTH BORDER if es_ hied + ten INA re eat a �+irer it 5r�ifS .r'/'i *et as reeer.M iii 14iOV 1 i C 2 1 b in r Mia gr, T f•tc*M.,r e"nTfrriza IOW CC4pl'R€TE 'fr'WWI Ma axe Butt 4rsa.til !CU irtii" r. OM'S A1� -tea DIPti r Tfl Ajlit Y• ;Pt otSy.Atipei _MIL =ADM Ck4a (�p UNIMI front jirailArt 61 1 P4CM. 'el' 1p}�':r GA-'i 6 ssii (Spilt Draining) i 1'1'E1f 51L 'BY'' s1 .E leRlh° SPAr'E Ut4'TS: sp1li t*+ia) (BASEMENT UNITS) or Gut Oremnt /Sp4R I7rde+lreg) RUNOFF FLOM' t CNL +ST:T aP TTECrtoN OW LE PROMS IOOr# SErC+MEN r cOritalci. LOG '. r,i,Lei, Y & Cer, NOTES: 3 at SHEET flat).] FUR CAAPHigsvr 61AK SLAM IS Jr; S -r itimCAtES A TRAARIfl(Srp a flf LOOS 7 3 'STYLE or GRhls/a • RCM TO 1)C AM* CAA ING PLAN FOR SPEGif1C ItiFORlihTO1 F C aaW,lC MNp MMA. 1.07' a340iN6 O 5Cf 4{ rLot16 Cc scst E Ca+O 9 AN . ARE 6 rf *WE unaL S 'DhiEJRWSE HOD 407i; a Au_ war- EsEw .Tiles POE TO FLVMLAHC (UON) 7 AVER tU' SrltL1 GTWD' FOR LEGEP bud YM U. APPLY 76 OVERALL GRADING MO EPOSCGM PLAMS t!PCDES1RoM 4r'4Lx#cv'5 9•I4•U. OowL' WIN CURREN' ADA CODE SVA►PCS Ili *jb PARKA C *WAS SWILL N01 DEMO 2r'O% 01 nFF D-LCTION 30 tall Etlr1+k7•GnSt TrPYca LOT fa FLOE r E,trvATa 6!<C rirlS LENT FLOOR ELEv,1 TAW/; TOP % WALL BUTTS c% wftu. HP; tldi PtYdT uP: LOB- vcsieT EGr, EDGE Cf WALK HE Md9GM £AsS1wc Hope 0) C Sr it L n" w "' Qr C ";.Z -1/414: �p :;L;67:-4 •- - 2 W U C u S CR11 )Ut:blank 6/27/2( Page 17 of PRELIMINARY ` e Knpw wrap; t' below, Call More you me. W z U ze F --d Picstab —i+ — - r.r.'r -ar -ja a a _.-�.— a a ..a-mama.r:. a _as.. a a Y• I 41 era refill 1��.ai 414.4 tit !mull Ms. * is r *rumor ,a•.. u s Mt G weft' _ s maalaa. Utak L +n d5ii3i ri swami v adri: a liLW s Cawir has firm S W t 4 it VMS, Fr NMI 7a e 7 ta. w mow., pa, re."' Pi 9A..d •.l. to wins, Jr 4 WELD CN TY IUD 13 * LSii a n i1. iAtMl4prAllip ILiss, * Mare. .ha MUM. UM !� 4� 4W 'modIota M. t. it'dIS Ira ten Of S DS tip rk, If y it 1 r 1 r l i R � is •6aihi sLr—I'LE ita Garner C ,Ileffr. to Ma i NIIINIIM ,......, o!!n -!m riA a L t 1 ' 3A ii+irSn' M sD NO MATCHLIf4E / SOUTH BORDER ri i ., I' F t,, t Y mAp ti �iJ 11.51 $f c+1 CONMOt K. ► t' -f H yekte4" PFhrl�>'ii: e II' 'Mgt PILE coiael W Cuc IAEA Al ajridit flCIMr OFaECTICh NILEr titdttcTlpN Qp) CUTLET niECTIM SFSIMIEN! O'IyFQL L{xi 53 AMU. =D Entail. +A !WEAL rifer SIVIE t ACING tip VI.li T torsi. tiFiont DraiaInal, T' ica 'A 2 sim to A{$ N.t' r Cl!t zs ieAL•E „tcai l��___��7 �!1tr.wrt Drot�L>,q} itams.'st' Viral til I A 11Y tearaVViel PS 'k pa ck� 4 Iti41. Ural `j_o �5pnt Cratnng iBitS M(NT i dlTS' t riesir fai e-i /Sa i rs 14 NCTES; " 'LO 9if! f! FELT PrrsCA.L 1J)I 0thrIP4 if a Mai . 4 ! "-r *CA 0}Alicital 4, VC or nt.c V t+ +/C- 4. tun 't a$ so WONG Pta 10' '4F —A tqn ui( YC ailflata 104,0Zah DEW' Vita S.maiStatrit 4.0164r 604an$4 eat 'J't1,'. b1"ouros.tt,e �room. tutors) ��r a- A. ww Yi.Rs�Y�� 40 ru,a 7. � 47t$ lck I NW war. jg4iAD %e r tom• PN.+Ii :s 15- Ptills4-111“41 101441. wpm,* gra D.dCa' A? , DA nirt - 9. Sala lit VA Pin PIM With t Marw arw- Dime nliii 10 Ant VAI: r ilL. nitrite i itaYk`'{ee r.ccs LEirsta_R it* ¶ Cf sat; VC* Kitr'if y so arcs Door its eir Irmo ML Mgelibi 4r114 • -e e 1 01 .4 4) lt5A C— .L_ i t'Ts 1 r cc L) S Y Z (7-$: _ 5 RED BARN SU BU S z dt- aa.. 6E g rsj V i ct al iff cmi2 nit:blank 6/27/2( Page 18 of ] W 1/4 Cellar , b Sec +- 3-88 rr rein 3 p+ rr. ! (rqr ' . In alp, it .Kp.fj..•J .ia p. r {( fr. 4 • -p a • 1 — • • nossli Wits COR a �19dre•M t ' U4 Merl 44 Lis a fIDA•=GILT-aN0 tw droll r Fl alma* rpm M 'As Can n 4aa+ia'u t?lf•• Ng St. 901? : ip . f * ~UMW ISVIEr MISS .4.E Ma 1 tea+-i leraO 'rr�`r'-i-i,p,� "sr ir._tX� air,�'rX XC•—[1 _ mss• 444/0 rr I • i I _- ik i t illt- r' � .� ...i1� !Lc et* Ake 4 Sow ei Ins dew Ilion � '1<7>• TXTF 1 lC CP$ `ias Imo Maria NO a 440.4 ••1!t lam. r•�t PPr.- - 's ., r i .fit. nrimil SIC Pear a Oat %I+Air :, 1p p i 2 PLUG (RI 1) — 1mMt1:A PIN !. ST& F+' 01 Os. 29w R toe 1 .9'— . • Lyre — ft -'grief 4+3; ,-. -•. F-...-dettnr. tie .ki r- YriC . IL i� a --w8+, • p..n . S MI .s! •: -•fl. a Li G wa amain age_- !i - .I r a.l iaa "o"2:a- tear, 1. rail" V. 4 X n npi --4 11. LLJ t i 4 .14 CP-5 rt - 4\ , -Swi iL TEE .4i: - THRUST SLQ K ;X . Jr GATE etated t - .R" aATE ,Atli iii. sa STA: a •') !, II L im a Cargt_tilj, ran mar Dl •. i. J41C .. AS all CP4 8" 5wwEL TEE - THRUST I. MEADOWS -}(�/r I �J -- E3 v-tt:E v'Xr_"!L MEADOMTS LN I - 8 k r� •X:el iv! J-------�---- ::ash XP1V4,LF A BEND X M XT# IHRI}Sl U„•Q'' " sm.' r -:i4,; D.. t: • r t CPe3 .�� t fleas rwlr—� 4' Sawn - tiC4,4 - j' • 7 �,.-._,.. spa r V -X:s.i ter. rTR" p a MATC HL IFE SEE SHEET U Q4 t r 41 rot PESO Pion Iii. , a'• tir1v amEr - r I rep r --e-secrT sit tai •.. rOLA 1f',_G IF I � CP3 LINE SEE SHEET UTO2 ,imp - —�v k.I p, 1. p 1.-1G -�� N rs p� oX,:rye, [v l• q r F t4 '[C l fM'` et X j X 1LL..--I • _ cJ?'cy �^ t i p Cpl MB J — I4W I l s _ i a d ®la* Me ere _Zr. ra.--as avat aaAf ', .— -Ur TZ•1•L`t i>•r•-f as., Di opp 0 air 0 ?o Ary "as Iasiorfittt Coil tang Toy oig. r - r i S. • • NOTES_ SIKH TO THE bviestroa STREET "LAN two F.y�yR/!!rOF..I�^L(I�pRAWI iG$ T�Ot OSTAN4 SIFORIMAT 44 PZGAR Au. WAWA_ DOA{.. REFER 10 111E FINIAL PLM Folk RES goes FliNG NO 1 FOCI Ms. IJM'ORSATON REGARD* C LOr?. S'IRfET. •ND OVERALL STE comm-r. vATETC %RkiCE tStS ARE k/*-t,CH "NTH :1/4 IA S a fJ4-UI+4 helm, RO tg. 1WIEw SS4Tra UNtO S'!Ciir SEC *St mEeCtalY- '3 V'FAT'OW STOPS 51•IAI . tie: CONSTRUCTED U CONTRACTOR RFflS WO THE TM OF MEAD 5TH$. AND ,PrrnC,uICN9S REcasCatio r1'( cONSriurTwAl OF ati PJYL•C ROAOMAY .•iip uTLJ1V RePaCartleirS t OOKRE s CROWn.S A C e' 1$1LE OTI•ER'1A. N4TEC a THE pCiarna /!au1LTEM QUtiITY ROrO, IHCLIJONG THE weseTEWANCC AC.ICE35. wow. OWLET PPE s i uSt FEs aL Eft OWNEp ,rip La to ,99031 8T EMC He r UM Par s1TtrT =caws. +I POT OUNG TO DE COMPLETED BEFORE R IN- PLaNS TO VERIFY LOCADery rW Goa NAG I tE* LIMES REM# EWfW MY Waal * EAS. t • C z Szi C kegs tea- C .. C anlel to ci,3� UT41 F a za GC z W 74 X IS: )ut bl k 6/27/2( ■ q • NJ _ A 1 •i■ s aS sir?' 1/2 .`61 v`C.L °Er 1 1-11-Cn. 4== a. _P 9 CPu5 •• Y . •n sij1A♦ LY -' ir11Aii: h:A■.,e t 'VA. lC. I r 'd ' ■- A;. L• ' O'ea &,Ltr L a as terr a rim CP-3 41 lass r. ^•arrear ra.- rte' ar Mir • t11R' li7 as •e Part k : a a vir-4 or IT Pet a s s r s 41 a S AI _ a- — a- a _ - a• a — a a •— a__s CP4 TRIGGERS RD IMPROVEMENT �-.,. � 11:10 ; LF OF :2" Lf Of ice• s s s a.- a S AIM _. r a S PVC th, Lir •-1R• bag Etw■- fit CP-2 a', MM —JO a s a— -r PRWA7E ROAD NE LOTS I-* '•' try - !3b 3 ,r ■ , I t+"Ai * F= Kc rr ,/.Jr lin_ 1�I� 61iry Munn 4 E+ r 3 C, •4 f• AL* - SI!' 8•• SWIVEL TEE OM 1,.r- . 1 - THRCS T G4,0•4* (€) 71 Pr_ s , Ix'.• t •.:' SEMl; I I rt; F+2+8 D8 r R R1 -1'al ..i • r •q4 G; yn_4: L I1 ■4aso -ll _..1%nMe W r ii' BArbS • G g . ii CI) 5- C''.rC VI',I'�L SRS y, et FI get RCP r- B'L5 _r i9 -0 62z s.p(M+t'• " _r Ur b +•Y:. IIKr'L S.4't 11 4-3$ ,DiFt s-11, 5Ah a 141•4 44 +v \ d— * ^ 160,6 if . no if OF 87 Put !TA f'fl U te ■'a sm-_,-51 Esse any Cans CP-2 s ---- -.-3 AA isas.,:i s._ a sa•— wsaas _SS 1.W aa 1'.fl Si Ira •i :cant POND G+r•11, 1"—T; CP-2 IA Sae so se. Wier Cs AS/ L js# fVIE know as Vela Iasi 9. ';sm ' 1041 O • S S •i • I'� • 02.14," —r ■ MA TCHLINE SEE SHEET UT'O5 p MA TCHLINE SEE SHEET I U101 le; r `, St.' r__..._ rrr�—r. I r� r� rir- 0 . IF � .� gy : LIL�ii �� IPt 17 : I � r •I N 1.ter ?HT? t�p � Nj 1 irlias •y„ i 4 +-f lit �,. 1 FS r- >, .� , /rd U!11. .� Y SM? Ali i iaw-1 LEND —a •:tea -a .a• = = iE i P1, s to 3 M 9t Pu • Il t• lrfl,s M bOAOw. Cants:4one lot. 44 t t Demi- NOTES- R*FFR To nt ocinepuAL STREET KA PO PRcnLL DRAIt4GS Tit MAN IhIF4JI�i�TOd MieriC R- itFRnrt DATA - REFER TO THE FIWM. PL+r f4+1 RED sa AUK tit 1 FQ$ ALL TIFORVINACS RECwahIG Le;. snetw• iaio 01.OtIaLL S111E tnOtzETRY 7 WA1Ei1 %ANNE un+ES • RE .5/4-tIsICh trial �f4 TAPS sot S,/o-1Nc!i METERS. ROME SMTh rei E uNwrk STOW SEMI bar NECESTi L C z11m s1tPS 5tittti BE 4XJtt'3tROC1ED Err COCal IRACTiE i FRFCA T4 1114e TOM CIF bEW STJUIPMEDs &ND SPECffiCn114NS- RECEJUlMG Trt, ciaw 1iIC'1 AU. Gtittut 6615.0WAT enD V butt 4 alNCREW I:,QrSSw&ns ARE C ISLETS eTtaw. nOrED 6 11'1 c(lpwncitl nfiER Ou1,1•JPr ►'RM1_ IllTHE woraDiMICZ ACCESS ROAD OUTLET PIPE NO OWLET ffl oil- MOWED Ait sitaimiD it THE 0044,, 7 SE{ UTO1 Fdi SI ET SEtukts P{T T401JMG TO 1@E comma @EF'OITE MAL ants TO DEWY 4OCATIGry Cc tits AND WJTVt USES AV2R SEN1FG Eve 'IC PAM - Page 19ofl )ut:blan-k 6/27/2 .11 . rf..ti L•I a s U. • .a• a latote. pa 4—ar mz vneIIr.i 1t.i't RitaCl•, iyff1 .a -_Ij.I r'C.''it4 A'ciatiC wfl-i ,. *4. tak it trep .t *:t tit - A istkik..".aa 000 a; E.4" Cli r a tr"Cif» GI'14 DD3#PIi* U ai tisthig Intio i.ccI,URth1-t,N IS MArtMCN1 Lei Si um WILL S oaf; PRawCa (JUQ`rru •_D-ti5Ii1JC iei PIt' E NA:tCC 7Ci n-i ',IJfO9Eti -EuTECH PgOPSEtk • LJ I ;,tPin •z`pl'Ia1' turn t." L rA,Artl, :et JYLV. f''Ei7 — ' tit ',ILA:, I i .4 LF i It 231 I S. ire r , t •YER11C#L C11Wi OP El4C'A •al ar 0' GUti[B g 'a 1' 1 9 irt.rt". D3 Q7 iiis3EDIDCTIAL LOCAL S tRt,C1 �4CE 42dtt x. 4;+ FAY{.{d Walla MIRai. ROAD 1 - re I 2 4. NOreR1 aLOCK e 'taPpi $I ;f1Efa TR4CALtsaintidittlainitrwattna r_ —as; SEE SHEET MA TO H LINE !!.I-- IaC••—S-• r— ,gateit Cray2 STORM INLET 6 ' TYPE C oil relic:. 4n4i0orl 7}, S asatip *61 •JF PL as:ea-IV: sale Fri 2*. ilit% tar tat tf! +rte ,sr - -.. e. r r arils mni—or WON r..44id!? Wwwwila • 4.O STf4i 'rte] [$..n.0 'yi`pey. ta1H (SCI) l tacit .ai: a•' 'vC pep ear 4¢� 6404.01 ,rs�4a; .s tip N24.7 'SF,,b. INLET %into. it (SUMP) ;Cirl lv? Y v v9 ", _ 0 sv Ieif .$'i{I r� a� n 5•t cp t'f 4 1Y�rase Ni Cr»ya• Gala iii —..N. r a..4 i'Mh`1 It t iivwagt1(ma) CP.2 it R._a H � IQ ?'Tiff a iai W�tl r_t'a z,.l 4°...,C I� . a �-uq+ --I k$.: -at'it at I r f?F A" i'Ir 4a /1 II 2712.6 if or a- o,ic fit- B' X 12" SWIVEL %EE BFI tl' f - *1411,",7 MCC!! RE; 11 a 4.21.55 OS: 44 9' R a Ufaate It Si .aiiii" 7 amarsThir 9 Y f M irei aa4. oar ir t_..asaatt ins a a `_ err 4sinto it Sees is as Coes as1i44a�■ nuara is L•, Ire 1 7! r 5+4l AG of Iv Gof Ix ri 4 n t -re r a i i . w Oa= of Gal aa ass I a _ .r at ass - rastoro aoIsla a, an to rR a.raS ,4W1.oF Mai g— wril ' 'i oaf a arerm t iv Jan aria Yi44.ala EA 8 IVATCHLINE SEE SHEET Li T06 tiara .t lid is i. Lnira sr aipari MINOS . u.. •L Page 20 of I -r C= ZEasl= ==u: 1 .t 1,14 e J• 41,ritNY sti1C;. Iu M", bntCa you S NOTES: Iw r 'p oc. Wig 4#>gl41.41, 446. nark' 0004+0 49 SUN ajl a m '1SS11A cats t mm fCi lid 4 hat tfit 00 alas CV. S ttt and 40flau ;bi r I:t e VARA 14.41443. LA CS ■PIL 1114 041414 1/4 1.A.74 4 Vt.-44M AIM. Orgkek 442101r 411i'SIICi4W)IS ACCARCi it t* CartMet 5ti, �.a. Ora ,t '�{de. Ir* r Isdot 4skkst R t tembillt L !4 % art if aeon C a.k 'A11iC 6 I►t o,iiinits ;what 4090, ea.4 iaC 1 +4a't* +CCM CAD MID yl iiil'w+.CG 61•r 'lilt tea. 7 AlIF0! Slur TAZTitil% a fillhalt4 tie Zalritere '3 't +140.4 ate. ;ta Ann=.44+t' ''.dE. r{p A iiai o Si :am'atta at at; i 0 •t1 a.- el IT 03) a) tax t C •— w Li0 0 5 a CD rD z Y Li C UT03 mt:blank 6/27/2( r1 1.e da a ime CDC ill 'I) iit i- (UN_ 1 k "IR 14 Ta i 'Y.. - 53,1e t , CP-5 I, «fa. • ' SA•'4 Mk- ,I. Sk hG lE 1 I • ry,Gy f ;it ur- Itat vn -3,S 11;4. • .r gala On r F t I li M I CP-4 z 4 I I . 1 1 - THRUST BLOCKy.r - 8'W CATS VALVE 4hL - te. GATE 4414 51k '.'ICri i, 'M QS- 12.00 R c I -, r _ MK -I3 I I DIA SAN MH-• 13 i.. CAA hit SAN Mti-4 4 ar DIA r sewn_ _ in ;co) 1 Ta- U57 BLOCK f.$) I 8' GATE. vALYE a$ :Ali c +4G,37 414 12.E A 10„: AN —�—i '-y ■ it — @ vla4 Jyyyy 0 �..e ORCHARD DAR sots P "_,' 'oer )(A ..' ,- TH 11i1 T KOCIR 1„H".. r GATE 'r ,l B" G&TF a'+:. la yes t•a-s It* Y --S _ a°i IMH-9. 4e th4 it -11 Cr Li CP-3 GALA M CP-3 IMP,••=t •4w4Y iPSISf. OIL .me: •.Aa a irr ma as .-_.-As3 c DSc �Siti MH-131D Ma DIA P s �! Ii ... . 2' J1 •0e B` rye i Pi 3 LE t ti l is, gE.Nl3 I.* I) 1 - TYIRi1SI &3C14 (NJ 'VIAL IC.ir$a•.SL • I'$40 a 4•- 1G TYPE fi r:.�IrPr',r SAN MM 13 1 4411" twit $ lr'd 3Plra i.3 SAN� Mf'iy�'tlfi fir DA A' I"? UL.'& t2) - ITT &OCR 04 S1k 2}'r 34 V. Cc! -ILEA li-r-rte-i- i-i- •-I-5-Sas- :5 f;'t MH-9 7 a F MAICHLiNE SEE SHEET UTO? 65,! -- TIORM MN J4 'i4" CIA FrCM W MN rt RC" ORR it r I1.3a' a (4J - ItIONSf &Ws 0'i 9a■. .A•1 1, r `a1 - 12 26 R U 0. 3+28,69 re RCP 5TM STCTtW UP G E .w5" Dun '91O MILD B T'I 1WE F% SUMP) 10' SAM -- IS�- SWIVEL TEE [3 3) - TNRu$r BLOCK (HE) - 4' GATE VALVE .4 S' :a't :9,t, El a 44 t:4 OS I1bb'R thaw iwrtit• .I ,E' w ear Ana Ed t rope SIN Pi Ss Salem aim LJ.I 2 CP•3 1Coo 5IF Page 21 of I, ,1%14 I .9 IQ} +ti .- I J I 1 r —440-- f J F`ti 0 / -littles..:-Ntl."%-sr_. -ilel .1ST ` .._ —If _J....a 7 . - :oh I —ra { "riir i 'J M ,.., . s aa• �I..r iiflt — — U111 . R.a= NC! boi 0 • O r • M JV W Krung n64 below, Call teak!, )1In1 Pig. -a- NOTES 11. REM TO TIC INiI tvtDUAL STREET RON NC PROFILE ,CMn‘G5 TO Wiwi aTFasn1Y6N RtGiesk +43. MEAL DPsTaL RED; TO 611E MA,. PLAT FOR *ED EARN FILMG HC. I F0k au. ai1COP:wATPQn RCGrtit.'1nG LOT. STREET. MU OVERALL 21C {rtW1RY t TEk SERVICE LAtE5 ARE '/4—? -4 P1FI 3,/* TIPS 4 5.4- 4Q+ IAETEI#- ROE **TEA SE CC UNDER STDiW SEtiet WERE RE •aK CaPORATFOR STOPS StdALL i1E COMSTIRKIIID1 OT CONTRACTOR REFER Td THE TOw DE LEAP sTacazos. iN J sizEanctiious RECJRDWWC THE CO S'IRLiC71t7M OF .!Ll. P%JBLX ROADlitrit Alt inure m1avEIRERTs COMM11t CROS5PANK An a MO. 4TMDRINSE NOTED rhF OCTCRTION,I'fTER Wharf POND. cmcuilithiCDiE moefrasarwc aciiSs Row &MET PPE Ario OWLET FES 11LL:. BE Mica J4MC YAil4Titi#>J ire 114 $Ck SSE uTOli FOR STREET •9ECTlvn& e cuTMfxaG T{1 EIE COUPtETE1D W$& r'emmti. PkJ.tiS To vttnnr LOCAM•CIN OF CAA, ALLD DATER USES REPRESENTED Br O Ci.£b MICAS • mit:blank 6/27/21 Page 22 of I 4+ ,t. •.,rt ea Ire as es .' sear it r CP-3 4 e i .A:, I.:. a. iJ. m _ `^ ;.: ftt remit' `,p i r S. 1 r' x,- S 0 r Ai • A. ryy - Cs" r: ' r• n-4 D4 rims 1≥-- —2C 7\., it 1:' * F %'' S am is e 9EN I (3.1 5) FJO'Ck, :NW: I 1 i.a Zia .t r s • a,- r 'j sea . - • tit , 1 / dig . e ' ,7) till PVC fr/ L Nes I' .E' SLOOO 3 ,.:J . trircj5T aLQCK {1N) r,74."‘.; 1jIa k1.' di 4& a 1 It L.• 04 a' 2rc a" zS' BDC: (.3.o) mitt a y•.0(:•-tl Itl IR Ars -4 CM r _. 4- .4 r • • L 4 it "•_i t tI= e' ? - - 1 • 7 , •� . 4- .;.Fe F M:r•_ t mi lipswierip4M4 - t' • ■ Y it li a- :.' A tr It _ tea CP -3 II i4 it f :(,'l err r.t i crook .„ 4.,aa ' r ./, i m 'it 4 er .er L4' 'HROST _ :t• 'Mt b" Call .r.26 rSYY) t GATE 'ALUE 1 STA: 9-46,ri1 4=r -498 L 4-'-26 ,r .11467 46' A. J / l } ,' S't,'.o&rA hie m •" / m. 4 M I. STQR9 .,E I -, - a`$Ii �fllw j ti re At: . >1rA .W' LC 411"Ca r I mw -2 r - DIA r 8 S'evfL TEE' (3 o) 1 - THRUST @tl7,1+. (NE) 1 r' - 8-Q. t • 'crE {Sw) a 1 - 9' GATE VMY£ (SE) STA 13-i-20 55 v 'DS; - 12.7 2 L ma al_ f 4 Anna tT*. yy /94\ d°. •-' • 15r 'Tata '. 1330 4.11-' ` . M}+— r 1. SP 9 I iii Grt 7ter ` Qf 9- roc W/ . r i ,ar ' SEND (3.151 .1- f- ! - IHRUST SLOCW ••tow -0.1-r aT �T14 �-6 I6 I a �+it'A�j z.er OVie • .I a..Mi'KW; (1 I ) "+r1lu1t 6LCGK NW) r - 'Frl : -14 ) - B" aim v+t r% 4 -;rs a 'a : S i r, ' "'_ • q w _ :awn k4.. a� . " - •' • 8,.. 11 25' BEND 'S4,1 '4 Null .L,rs. ST&- ,r-;ti2 / Os: ➢,$4 v14 4'7P,; LT ©F A` PVC 'H4 +M Na' - a, ti -••• 'st& : m t i . I L4* I a '+i .i.)- I f, J r i 4 48 r D14 ,IS I A a-� / -r .,* ' ' a• 6Eh10 '.' X121 k _ TdRu T I3.00KY VS) •ear 24+51! S2 03; • . r 7 - re' t;Atn — 1'.'T 1? Le:INZ ,I SAP' NH -1 EL I sits ].J, --��- — r ,f,a •:I 23' a3i4'D — HfrLr51 4004 STA: 231-39 OS. 13.76 L CP-2 •'tGt MRtir,Pf Sir K!- r2. c der mar tvIATCHLINE SEE SHEET UTDB 41,4 �_F OF BE LW the , /In i r r 25" f,2•S) ra iVit :fir, r I T.t2M wf' It. 41t:rtirtiV UUILET 3,0 �' , S $" r r 1.25' 6FND (1,2) THRUST BLOCK SW) 1,1`-+46.44 -9.42 L CP-2 IF OF $• PVC 'A'/I ea 1 2$ BEND 0 I) F - 1HRLS7 9LOCmK CS) 1-1-45 16+544 all rct rt U" LE '` 3t& - rr-f CAC OS' i.45 H V el' Sow •rJr "11 '" • r LF {r= e- PVC *meal. $`' I 1 $Er/1 d - THRUr ;L,OCI< ;S) Shpt P'59,4'- - -9.67 r p STE?Ru OUTLET 2A. 2+4• i4% U' OF r PVC AA SWIVEL LEE (2.3) - THRUST 9LQCk SN) 6" CAIE VALVE (E) - 14 ."c vA.vE CS) 05 t 7 >r$ -1t1 ' �. 1 Lr or 6' Pvc Jnoa Stru :+4r* rie2.t -ten i. +p ee(( •�t. 1/ "LSASl V - 48" DIA k fr!j* tl 4rf4F $" Pvc M --L ! - I e C swi €L ti≤C ka -2.{ ; 1 - THRUST (E) - 4' GATE VALvE €N ) — S GATF VALVE CIV) STA i O'r67,42 OS —9.83 1. f 2,8) wwisp� a U 1Er a Ai 1119 o^ VA .. ro Imo' win �ka i M , JLL_jiH: NN E . M , 9� J J an de liatiP j1Kr-Y ar,r altar . - Knali WWI DSOs, 1d'@ll Gliv4 old dog, NOTES: 7, WEN to ale IMlniouAL STREET Pula Aim Ffi4FILE CFI AIMIGS T8 CMT*# wronedxna REGMDit sl•t YCkfc,1� U&Ts. 2 REFER TO at FINAL Put FOP R£b BARN TUNS N4 I FOR Au. pfc1WFION RE CriaL LCIE SIREET, ,•ti)•J EMEIRA t.. SW flas1Elat '.I WAWA S£R'+IiC✓: L.1145 ARE afi-Awa- NTH 3/4. rep's a SITS-F,ICh WITS ROUTE a,•.TEA SERVICE LINDER STORM SETFElR n€R( NECESSARY. 'XRPORAllCW STOPS SAAU. SE •Xatt'llitiCTFD SY CQNU4AC1tW 4 REM; TO THE 1o* Or SE,�G STI,rIDAROS MD M'CCIFICATICHS ital trfittG DC 4G scree! CF ALL P IL2C 2:0 0,0071 Ate 4JnLrrr 5 Matt CROSSP'ai1S APE dw UNLESS 01141.461SE NerrESi E T}� onotri ]N/1MA1Es want' POC, tricutairio ThE UArAITERtft Cr ACCM loose. CUTLET PIPE Mil OWLET FES Ma RE Di11 P mri $MI ANA) Er wit HEM 7 SEE LITOM MR net 13EfriCH5•. a FOTtrflLMC zfl 8F =VIRETED BEFORE #Wfr1 PM -MSS 70 wpirr 4.OGMTIOH of cast RHO WRIER IJttE5 ITCPRES N1flf ST •ORCLEm AREAS. C E a2 cri m C cr It' - • WeSA I IDS n .:blank 6/27/2( Page 23 of l 7 r SHEET UTO5 C, i1 i FH12 1341 EVIADA 1 TYp} P0E* Mn 4•A" DIA Lit Will A ▪ maj .y`cograim Its • tare IZ ilthl..i..i SI* lbws X14 S 'a i I I I I r, I foul' ut a Nee (L�1�1 .- m h arm J by walk slam, St 7'PE R (SUw+P) I; -r 5Th$ HARVEST M00f4�'yy Ilia r% W u QII- ti. 1 SAs4 004- .7:_,' 483 µI1. s la! tdirdild I 1 I I . 'C. r a CC O S SO mars a - ulna jtigliopL tar s. EM JP4$%* *S Al a! D!' we anti MS pry iy 3011 21tyyy��hKI. CLii �Ir WOW tad r' X t2'" SWIVEL TEE (Ri 3} - THRUM StOC S ,E) VA 14t95 72 OS 24 IV 'Val lista1lifa L:ur is srar:ilr %s S lb is An 'as Swim al tttw g .ilia b0 }�-- �Y` wr,1c rM 1♦ r a w Se list d load at VA F6t !INS SS ad ""-"railahol INI Own, IgoF i ! Salts gagtim,inat Waal ii I�i�!!!! A•r PI 'ail 4 !Mr UPI gas Y das la ea CMS 40•11 Minnitt MI6 tear lk c MATCHLINE SEE SHEET UTO19 kk yp ' yA i' i Z \+ 184 # f✓ tN.i a ig q 1 aZ aS - rr 1 PAZ---� a �_,._ r i 1 C +� ��11[.� Y4 Lr I t. p.-.. t mos. 'II SS 1 II I iI I it 41149 1 ,aj e d San 1 I a a s a in a M t i aid tat 04 O .at 1 I ■ *. Sid'aCAM Collitliffee 00 flg- r , NOTES: Kari 'C 114 iM rili0 ia._ tf*r Pc.S, MU "Kg Osi PaSilincrif c' 11l-t'i FM QP patc1 M•ti/Oii& .*a a1FF1Fa. data FtI.9V I are, Ina Ma afYr*.i7li shies st-Iss :; z"r i 1li1Qh SliIra5i lilt% .ids! .;'met*, mph . Ik limn. POOL atellFit Watt !soak fitdati Sim trwflttl!+IIN VIP, a OtaraltilD tur veiim,W4.11 . 4 WM 'II MI TIM MI eie sawirtault S SIR OICSSINiaa a5t11. i at51S d1i* rc "F .kt;. not S �G!l4ltr dBD%.:C" Wit$ a'ia rit.'t vu hire a WNW Y 11I1+a+12 In Ingot, F 41 AIM I a' :.1#6i?Ittitati. t ab fir it 's0r1'4t- WOK ( S, Fs.+ it rffi 'i .Etat11 I a W a we as M.ae Piost4PIWega* p- L .k= J hV a rtx _.r31 CI) CM .;r C ree ammo 111 LOU .1 RED BARN 4 P'1/4 V 8 Z s tits- gt a00 9 i f i JT L mt:bl n , 6/27/2( Paine 24 of I • F CP-5 I • • s tr5N IVI - re ) F I II M ! • :!' :al-1A5V OWE I) ' WMYtL ti s` ' n : r1Ru$T SLcO;r - iS .3 -ATE VALVE ' - 4" LATE 4 e e $ T.47 a N us '_ li -I: UIP..,.._ a }— a is-� * • I ■ 4 f—R'—ri—i-11 I WI • -e ti CP4 %a& I t , )) — THRUST &cc" RAJ 1 — 8" 'GATE VALVE 1 4 a 8,4 GATE w 'r1 5T,r+cc i 4t -!4 DS: -TU C 4 _ At sel`i-9:S. • S. 1 ■ i l+9f 6J (14.44', j • SWIVEL TEE It,CI' - 714471.41 IOU l'SJ - $•t GATE. 'r'ALYL a's c. .11 VALVE [ SU: a- '6 to 0$ 12,00 4 1\ei\aitbs% li � t1 4 4. WS • I ava . ,'s ore a .. ._ • .sale . ... 4 aFES 51 _ ■ - ■—r— r-7 - • -S i I - arra - , o- sir+ . a a_n I S _ I 4 artateir HQNEYCRLSP 5 _.� Olt•f e`4 .' Lir krulciarrtern I, e11° mil -Q :1 • 4 T— r 1 Stat 4 s J- t.W t" s'r 01 —144 Pt. gat —I S ptritaa i t era at n. p■ wit +• a Mil a et■ri-7 r r r.e 14~03rtE 3'nY ••! DIPS e•Mf e.eowr 110t4 311. i'ere a ei•dr iii ].?t a - — -T n MA TCHLINE SEE SHEET U T10 nocanitr.1 egf2 4 4rsoa�r Y t t' PluC K t} p+0.15] K0Cat (N'� -. VS 444 90 9: 05: -12 99 „J i S • } �, e4 i:.e T I =MEW er ,,- 1^4 U d—` 1 Pus 4. 4 IAN M 1-5 15 f 4 JI �Rt an 46. W I LI ) OM? .: •L4 JII es p 4�y �'L• 1 4 --t — sa t _ — r i t I . . . s� If 1,Ttt r ua41. k t ^r PA AP r NM Min 01 S g IMP OEM a44a a a MIMI = r �. --m>• it psi 0 O grad shanibeferitts Can Wet Mg des.. NOTES: • RUE la TO 1)41 dR IPVA 3IS SWEET FLAIR MO Pf WFlr.E payee C 5 14 DeYJry *OM Val RFGARceiC ALL VERTICAL DATA_ a REF€P TCi Ti€ MM4r, FLAT FOR Rep BaYba MEC NO I FOR +"41. dif0FhlAtOrr AEC'+R'Alic LGT, *2 TREE); A,C OVERALL SITE CEWENT • 'ATM SSEAJS AR( 3,141—N09 MI -1H 313 TAPS S 5/15 -ACA 11(1145 ROUTE SkTEct SEVI ' as mail VIER SHIM NECF54SARY OORAORAT%tM 11t3WS SMALL ti; r~ OTC TIFTJCTETI aY CCti RAGTCR ▪ REFER TCI itE TORT Cf YEA) 51AMIMMIta Alin SPECIFICATICHS REGAROtc THE CONS1TItiCflt*a Mih Ate Plitt ROAM,* Ait U PWTr r l ies.CSI ITS • COItCHE E fRQS,.i62MI5. pia Er MUM .Q1IaET11MSt NMI). • I}4( OE7EHTION WATER 4JAUTY PVC b e,144CW C ME AWE:44mcc ACVESS ROAD OUTLET ?*!C AND Oult rT FES It @ef::IelIIEYiCr i 14Ak4TA ED TjE 140A. 7 SEE uTO3 Foil STREET !ECT1OSS. a PO IWC1Jde TO Of Wactl ED &TOii€ PAM PLANS TO VEPRrY LCCA.11C$ Of CAS A$ J WATER METES, RV REMNTED as' gMCIED ARE A.5 )ut: blan 6/27/2( Page 25 of I a t., CP-3 Y I Y I 41 II • J \-Er SAN 2.27.S R} ate.`+ 'ill t i u la? tr' Ut CP-3 slant or, tC5.i{`ad T4 . e ',ATE 'r_+•• aAIL' V*'41. %ALVt ( ":„,W) q 1 + - T - P' L" GATE 'mug M' 1 - E` , , , - .. :rn � a • a9r u • �M- pp r ��_ .. • • ___ S _ motto • - � sa I • Z- •I+i h. r NIA Jifh•L%ry,ti Sr& 1 r +t'y. i • '' vY. I 5WJYEL Tom: (7.41 HMUST stoc t 4},1{ CArE VALVE CATS 'VALVE 40"; STA 3J,45.' OS: '1_IiI I. 1 CP-4 -71„ I w '-• T- r- i r 1D" a■ a- ai'@: •IIr ' e a f' •• a S - - a —1- —� M ' Y, rn ia.tr art• r 4Ta•_FR s F 1Ir1Ig Van ! G Atit I S.• tnEL TEC (a', CI:• I - (c) GATE stiAt.v l y B ' CR'<E 1443 -'YID ,W • +4'2 5& F.r4,4 h 2 Wm M'• -5 4. -Lion gayer. LS" mei a )41.0116.4>z U ' r i54IilE a rnlwcrxmortwrl SAM W." a4;r i 7" I1 ..5 BEND • • Structure a, a `aIA 13t55 72 as' I4 - L :1 .z� I,22) s • •.„a.•• • Is ar• Mari. . aarar L II T 4 -r 114 sit..14 {r,C') ' - "rtii hi Bit cK Elr&n61P� ik • fwl ca • • i9 - s -S :2.0„ I • . Er GME �hyALtV�E ;it ) CATE C1OV ',1'&. �m�4i. 74r �'. OS: �-12.0Q L _t I I I► A-LI� f 10tit tibia ten R STRp11I hole' nnr +.378 1- 14 --IF- .. :apace, Pm* AIR DIA ( 7 . a as a•a I_ 10 „sr _ UNRI5E CT, CP-2 Simi 3.443.5 *.i - ' a a ' SAN r :0 Tr) t Jl rte" 4 � 4S _AY r' SUNSET CT. CP-2 a 1 1 Iti N _- :N a--- . 'fi - ir. . :::\ turnlor Mr�Il W.• •? EGe:nti16.ura�is i. flies- iSat tar Wd arc Valifl i rt P int rib d'i & etIrr w la Ilk SW tam a us Pia sino 11.25 BEND (2 k1� 'i.d`1 SFructw*e a'A 1a. -f77,55 OS; 109 P N 18 RCP tilipits a MATCHLINE SEE SHEET UT11 II I x•3.1 Canceibling Criaitesce ` r 'I�'•,rr.' 6' FLuC X2..1} ■- THRUSTe�aLoc < {E; i.� ti1.. ..K: I":1; t$ ' s' RCP TIM M t 1 "'°a -STORK Mk t r 44E9. STEIN I NJ.ET T 0 11Q' TA'P'ER (SWF) a!- --S yQla•11d.If•�P�! leearrearaltreatsMen hPal s ail IS•1l CP-1 r s a 3 a C S c 0 Ave ii LIP 1111 0�'1it tati7 is • el irsamFalis.) ill14 i , M R ....._ t;;Is..--••••ci, , c 1 L P ' . it .0,411/ UM trill If LIaP , i c Tsai O 4 • +MISE M 1. LV,t bull Kral &tau iOW,. can boom ' , rf r sor NOTES: REFER TO THE Ihjwulaiat, STREET L1ti-AM Alrjr PIIcFIL L'+I AAWG5 712 QSTAN WFillbl* ft41i TitC&RRDINC ALL LEEIRC t DATA. ▪ (REFER TO THE FRYAL PLmT- FOR mrs Eta FII,Sc PM, I FOR AU. Ilf.S 4IATIQN RECe•RDric LDT STET, AND OVERALL 511E CETAIETR1' 'RIMER SERVICE LINES a VA—ir#1 $JH S,1'# TAPS A 5A`inele $ UCTER5. Rt11i(E SA1Ela Sertio E UNDER straw 5EaNk 1 ila NECEW RY CO ORA-110Di STOPS 24,414 tit O0RSTRUCTLD EIY UOPI1RACTC%tt • IIMFEO TO nit iasi OF MEAD STANDr AHEI -SPECIFICATIONS REGARDING THE CttISITRACTICAs OF ML PuBUC ROADWAY rod VTMLITr 14uPTIEWEICITTS • coiwcici It at055F'iePAC r IMit,ESs 4THEFfl noIf0i5. b THE WITH TIONEWATCR DUALITY Pat INGWDO+C THE UANIENAMCE ACCESS RICI CLEILET PIPE Ale MAE( FES WILL DE ObtmeD JIMI� MAJrLITIlIIED Ire THE WA_ 7 SEE HMI FOR Smarr ezCOCNIe. r POs1OLE11C it'1 BE COiIIPLEI[p BEFORE ROIL PUNS TTS WW1 glJCiliai OF CAS 31D %M TER' UNES t EW4TED UV coraf-P +DuEi5 )ut;b!a 6/27/2( Page 26 of I hf! W tan W W z C.) tic lir R. Esc...L5Y.Liar, . t• • 'L 4 r ♦ 4 1 Qksiss. as S, Mari fi araw1641,1-4 Rr Fir "Mai !' taw r.ii . 1 ilre s j .I 1 �oil o �' d air aas rt" Ca indiraps rouriA Ks; e Sas a.r - I a r hiding sr fie *moms so ar tiaras S ;.rrar aai tan; rasa T Mira •a_ aY I lily Ir" Ts r I— -ulEgiMmlill .of ter cP-1 'Jae .S_aTIPS J I } M I M r WELD COUNTY -� eq. • apse W inn et me la Oa fila f--i-aa..i #' IP Wr 1 I J 1111 I I Y tl a k a a Y I! sE ____ i i-. is i_ - -t lama Iii losigrUse *a: to "fluo tan fl tom. 44 a.aierr as'r t« >Ot9 IC a tam= dire Lama tt..� - a.i route a No soca ar+ iraa as F caw' i.+s - 4, WIPP IrItwa- _ Tat Cyri a' 'mit- Itamorri pre Horror Ma. SIQ lDrr to tit 44611•411 00 tnnm War Z. POW 243 -.it rows sic sow Tripp• LS_ a pasta. rMELatla, atlr it vaw st los ant t_=r! ttit w is to le turn rrr.�aMI6 IRA MATCHLINE SEE SHEET UT12 t,�r wa'lf Ceawa, rtlt$ I I _ itel _may 1 yd.,: " d ,' ;� -:\ : \ i ski ' , , , 1 •fir .� (c . r „=._ate, �I 4. -1 it r: h 4um r e - It it S El Ma Irk re. Z n ai z — SOD S O NOTES! 1. *tfl to ri1[ r a!w :. •t Mar mad? IllgrefiCS14 t.i•a PliWoresoi 406 t .awl t eSevFtt* ■® ;. MA. wog" S�y tt - -- -_ f�5a Loa % E. 6[t 9Mt SEMI • � yz�TO �+ a liii '*' €a COPOPALItlt _ • silt, rp PC It* et a $1.4140400 mop WWICANIP13 ;1E~ vie cotivoitorth a ail tale Py sit ti *At siatrinilLii so St Sit ere ALM- r,IF47WZ MR' • Z4 at tPi tTur L'- .J rgiCom ewiza cL tt i —cL,r4t,rtes P sib Yifien 42 MT • air sta. t la n 41 to -mac r ct`,0n. • !' 3Mik7l MC !*'s MI ra:s t' t tom' Mimi pa iii re v • �C,r.kvid j' LAM Jog rZ.!it it �'M 01 C fit'CC 0 SJ DIVISFON 03 C er S. 7 N r 't fist )ut_blank 6127/2( Pa tze 27 of Aiwa 44- ,.aa • Cwt.. a v • v Ih� - •.pR4-0 rtru,; , IA; i'7: --' 7J. TTrr SO ■ . r� tr uctt+r k• ,t Z.4A. - k a;.-1' — i' •Aire ! awl so I-77: b aL dE"ID I.:.- w1, U I • I r SWIVEL ifEE .I D -r'Ai$1 Etux_ef (I++) d Cc.'E ,1=,i^0( (w'1 ,E y�AINE (S) 6.1 • y,a b.7 H iair Dm V i _ S. pp w , :� re:._4; s8" DS N CP-5 • -r CP.5 8- Sw'wEL tF • - *HRUST'twig ovei -- C GATE VALVE kt 1 - @'* GATE ► A:SE um 51k 13--• MS OS aZCG . PLC sat, e'^ 'PAWL TEE O+11 1 - THRUsr ;* t m I - !t'• GATE VALVE (E; I 1 - $"'' GATE VALVE Cs) • 51A: 3+11 41 05; 1204 M 3 _ 11.4 519 0 8 J er--ai i 11-E I %aJ — 1M1+$( BUNK VC) p. : 1 8" CATS y'Akyr 'H T■. i a . r�raf •�3! • :3I o f a won -b 1 L rie NA I ■ 1. 1 nail OS. 1 ■ _ 400 I I r T e s t ri f '_ I tE,�, 1 -- ThR Li c; ° Fei.: ti. a, :, — 8'• GA:E VALVE 1 — 8' GATE VALVE ,d• . : STA: ' ',/, ZS g ' QS:'1X-P a a1 tr 54YTVEL TEE 4, L 3).. - a— is__ anc1-F was. .� diet -- _.!•_'t �1�7�• Fes'a- R r TIAN :'i ; .'D i-f — _ -y -s. •-- •- ,s w--- i! to r 4'I a' _. 'a. ' irr_nfain �hel-8 L' 4 ■ - we3,004 co S 4 to $" 1 Ir25' BEND l v,O) - itirtfiT SOCA 111- %l*4E. ,1 rr •• IS S CP-1 a 8 11.'5' BM trait T 8LOG@ . (Sy \ 8}5,t_14 OS; 4.41 R sr , 86,eifOF8'��r�r' t 9`' 1 I ri i3ENQ:1.41 TT 410 5JA OS: 10,04 P I ID 1ri rlr •' 11k'C @it -14 11 • • 4144 = i'14.2 IL!+ .• 1 anis SUNFLOWER DR •gip Rr errl 5A11 4$% `It raddie AGIVICd,PaPIT IAN lTls5t'' bit er Iii •I 100 se L 5° `44t a et 1 if 1. r _CreelPirj>6 SEA I — w Lit r U) w ATCHLir'JF Ulm I ii y1a# u1O} s ult* ■ vog a _, 1 h il ry ni I Brae =fli, C' - h KEY MAP i 15 S a ti i it at M Plfr O "anew ramis below, Ca lbefoae yam dig. i^} MIN ♦. 1 r• NOTES RUE@ T4 1HE 110491DUAl- S1P1C7 PUIN AND PROFILE DRAWINGS TO OBTAIN A1TORyIATY7p RfG.>tBOISc JLLI ii(RTICAL DAT.. , AVER TO PIE I`1 tit PLAT FOR RED BARN ALAI\;. Na 1 FOR StL MFGR ATCed RECANTING for S7REE7, DC OVERALL 5411 GEd1E1RY. 9 NATEN ,r'1E11IA'Z LJ'CS AK '$ fA-Mt(1i + T41H 3,/4 rAF$ t t/8 -1'1C14 METERS ROUTE *AIM %MIKE R sung SEWER WERE micEsSARY. C1h'ram-riOM STOPS SHALL ett coNtIRUCTEM at co@llvaicroR • REFER to iw Tow a MEAD STANDARDS AND IIIECI •IGATKTt15 CaRDM!MG lit comisyl*acLow OF ALL thJfaac i•a*psx ACID unurc erfha3rfi7S tx@KREIE cactisvms. •Y$ i9' UNLESS UIMGRM S& NOTED 4. NE DE11Df11ON,+ *TpT CAMS POICL INCUJQWG THE W:lTENArsGt AC="ROAD, 4U71C' PIPE AND OUTLET F4:S M.i. BE Ch*E i AND MA* T+AR£D @IY TF1E ser 01193 FOR ¶111er W{TICN5- • PO1MIOLING TT: sr ccienD Casi Thlu PL.M4 C. VERIFY LOTION OF GAS AND WAVER LUTES AEPR KITED 91T 3RC TED ikREAS • ' S. _ a1: a T Orl F l m RED BARN PO r b Jr c S ,u T10 )Ut:blank 6/27/2( PIaQe28ofl el or r a ova t 'oats/ Obi ages wit lamas *lee V -awl .r Ia�� r�1. r •; r r,.204 t rit ,I..lr tc r• c i I .1. Lee MUIR R� e+ :JdIVCL TAE :t y Ir., el. t IA • e' i1Aij ,'LYE +L I•_ rkL/E Off101, iTh - i 11044 :WS. 1 ' P.d..• E :k% i _A Q; Ntric .N'_ - 1.t1 :LNG I :p tL,.b ^aI {}4F. I a •J«e WP•D i ' ` .I ', • Ir':•;_ - TI f- G: .r *- ! j , a. la, 'ti 6' C • Alf • +t:I.,1M 11' ✓ 1•'. l• I, --trig 1-1 of *fl 1 r, s, a _F OF 3r g tJai - V.. ;cI• ii • port t I T '."I' Itr I RYE W/L --f { I ,. •le /.* AILS " ', 2e a tz_ I it J TPKIt V Ir,' qi LA $TA 1Gra1l 055 tot.14 w ;`•rte smites SAN ..F • re' 3 L.F' sr Mk" L h•• :' IRIS 9t°!k.e3 Cam: + I j- a. .'...4-F :tlI- Imo. 3 a. c.., r -r U= P C ili_rl r 'y6 VP,' at 4•s1 riGh- tEr ..41‘ �`•• � a Li ice#* es_title R�7ae:Qisa�^t'--a 05- SAN • a-`� so . 7.. •-• - It PIA 99-1 "s' ialr6 .4 11, amt 6 F-141' 1•v R (LIP) U r •1\ I s , 4 s• ■■44 STORM OW ,1 Vf • a we 1 Is... = u nnas r I or r+11+ 1T1.0 ra_� r4—FES ft Air t8— R'CP $1 :t :014T On. 3 44" V* �a� ` J1� i It l ' 4 . IMIIij 60„' -,1 1 - E ` ciag, •/ ii.'il 5TA: • orAi,C) 12.0P R Ail - rAI i 5ARb I 1 STilita hair • — -a.1t• WPC IIR !IS>' * * r fa -HP —WK. 0$. 1; DO it ajcs %wa•raw Ile e° sow Fri w A STIC saTs. UM** #41.1e11r D is -CAA STRuC3 u�t_ dos a • asst di e SWOON Not = I I T Mall M ATCHLINE + um WiGa rte. (° s i 1 I Ii I , 2 si.,&'\ _ ill /r F I r 1 ,- . , , —' an e4 .• _-- 4.4 I. r - - o K` LL MAP M P fat — w pi a pi a 11 a rism rall a r, r r s s s as a • , Lys .t below, II Call of400 tor vie P O cmJ NOrES: rE S: 1 411Esi 5TREE1 Plain MW PROFILE f3RAIMiCS TO C510f It4FoiM PICII4 PE WONG ALL VERTICAL DATIL a KW' TQ I SE rim,. PLOT gilt RED DM% *DOG JIG. I Fla* AU- RTFORVIATUjp J CRitw.G &OT. S1REEt'. A1LD 41E,RML 511E IXGIIETR-. 3. YAM ZRItia LINES Its 3/4-1404 Math 3/4 UPS b WEI-dICM REIM- MAE WATER SEIRSAM Q CIER STt%1wi SC•04 *.'St t1EcEsYm 'CR'A'MS STOPS 5tk+ U. 6E a cTRUCTm SY Cn,TOACrdt 4 FIFER TO WC MOH OF REM? 510C iflD IFEG • CATIONS REcARDN4T!Ecol/51RLIE114W L Pt CO Alf_ RO1.DS AY I { yo U JILIT'C !YP'ROYDAPLII $ WOVE tROS9'+WS. -as er MEM C1RER#rE"VOTED ✓ R# GC-rmnf7 t/6'ATIR OUiLTY POMP, R$CWQwC niE warpo4f$tt ACC€SS WW1. CUTLET PPE AND OUTLET PES WILL SE OWNED TAAJNTUIR ELT 9Y THU ECA WEE I,ICr] FDR STREET • ECT{ONS. ROMOUN6 TO SE COMPLETED EIEFORE FINAL PLMIS TO Taft LOCA.10N OF CAS MID WATER UTt& REM€SnTE0 Sr ORO.EO AREAS c ssi.7 el w5 co C 1% i o _1• cr 1' •i Ce On C2 air r0 V W 0 aTi Vt A 18 UT11 nt; bl k 6/27/2( Pa 29 of r — r -] 1— L LU LU V L') GU. ^ r • r ,z .._ ai-L as ei-•rr to Inc 1Q*-� r Met ii ( Whir) i 1E' 0.1T-4903. G7' za {I ale um -r Imam niz allawrIpme 54 -CO �. ;-y er- NMI larSIM Sat MO *SI it ant ta 7O.6. Lie .+r w+ 4 .fie/ tea. r arena +i nay 44 a t balk IMF y # A --v . l in x it SW VEL TEJE (RI 4),%„. RED BARN.- Ea rir amill t ,�+ r* I - ritu 1- BLOCK (El es r k 2,E -i6 04 "1? 24,54 k era WELD COUNTY ROAD $ lat +• as 7iaite. Mast taw 'Awe' - .a,. S. '114.1S dd !t sk, Ova ii a Iwi. a i net .£.- '4If" lir eat OD. Sri* ,6 at gar pipes apt apgIIMj w Ma ae*r 4P4 Z. e Mot 411* air as 4'r Of wed S *4 all e -C SE &mar Set, 24-3-H Pa, Si* Mead IPf1E'% &a,S! i - 4.. r4 asp we ups-eiis 4 IS i a IMP • rye 4 r t'ZiJ 1.'n'l _— Ir r �r••W /gel -�i i ..,_ •laz �h 1 ! �_._ 1 .• ti 0. z _CL _ 8. r Pal l to t a9 i si f. i-J'> - — 4 — — e n — s l ■# PPP • et /WAN *Pa I beribwo � IDS P Div Mgr 4. a, iew • a !1 flits. WIRPS.TidairtttS4 'liYfJfiili�aYli, 'Wawa rLldt}CMI. ,-;.*t* 2. En MI WC Via P.M TOE Kit lee irk Noe ° rrYi kn. st LiAEt. lett CEIL+Fdra::1,1t CLAKIET 1. *Ana SiSog 4* ' #.�+- + semi' 1i'+ fah 4 SSs"i-a+ sliiS 0.44 IL SATE if�K�/.K}};yE;,,...��tDL4 ��{�y�r vial fit ! om."it re , pp>,pt lnc.`t ARO T 'p!�'YSU�Iti s, ,Xsti t't W.11S '4t r i#a •054**U Witt its : WIN ,eilLI I Olaan #01c isenuow; Teo ietioarmsKit, "cat, am:* P shill WU, 43, Plim It Ora etc trimmotteft: Et 14 a "9! +IA')E'iGiv 4!S 45MGL 'A c' a maBozo - N�'Si1i11�► We not kr. YmEi' e'{. .L 4 WIa e: cni c LUa.>t at Cc BANN SUBDIVISION F tOI +e5[ a e Sat to 1J112 mit:blank 6127/2 Page 30 of I on - r• imar N ` to Corner Sec 24- 3-68 ro.,n£o 3146 rstor (lemon ,ienhanown) wit" 2-. S /2" '11+x -rip arn cup t'1Cr i *sr se— - edityy�y Wir �(+1A 1t 4.1 iI r I '. #a . a+x, a mss. saes � N1hCQR I. ALL Itt, NCrauw. S Oa adratildid aria 2. Ne; aritngift- 41-4 0144,44 nw "tad's wit Wit4T.a,• 41a kit ailli3a ik , ti ,rte mart r r#wr NV 67 -Litt CQ, 'iTy I.4 1T i>1Y',a I W. VI i.wt s �cn4ffiliew rr.cmt--c4-11K• CW4 • C tro& rout ICC -:ae: ro I at r c7rlg+ n anninlad14 e• MTh ul CIA 7 rrCf}EI "Cl 5 *rr RSO$ Fah au SPREE I SECTICha It i I. Kr,. J II KEY MAP — ExISTINc EDGE I OF ASPHALT t EXISTING Gm- PVC r;tCr aid .per• �.�1 fir1—s—t—tai--.r 11-4.4i!-=...1,_ha•. alms -sea ■ iniiis:orb— •--r—r.a-*--F—./aadFt j.�, -. -'. u ewes as .Ake r snarl- -� Pat a =---v a JNCR 321pQEBOVEMENTS 4STA: 0+Q0 TO END '; TA: 74-00) SCALE: (to r- 3G' ; ode) 1--S'( `-1* ■aF',''44 -GRADE it L 4 t i Y 4 r 7 Ja a, V s 4 Faint thorn mdrkft ar Ca l I r5Q 3 }� 1 -Mil f T' di? 4905 ANA 4.13.75 as 5r. 4.7 en c� wI w 1Str wCntertf s C vomP >43 , u �4+ cc a �S air rt0 WTC1 mit:blank 6/27/2( Page 31 of --sI •tl in b ge G I. t Irt 4 4 t-5, 4. I, IC . F"p tL. r J rift !$L' -t ad`'`I: ■afar • a r --r-- a ■ -a— a a Sle• — -fe - Found No A. rebcr with IS —t oicrneter PBC politic cop marked LS 30462 apt 50,00' ar County Rood Might of Way rr_ a• a • 1 eg ,. far also fgra i deami••:air- rim! -. F� i--/—I'4�`.. ''�r��iu.' • s. —r_:. � st li.�'^/ SILO a---+ ° Urnl 'beanie S- S -I -t • Idc' ROI co Warr ID tae 1c4As4 to the Town, or Meod willh this Plot 5IQ' a otr—INgGoo Algin of WQy par R,ecitp flan Igo 4153024 Nerd In the Dirk and Recordera Office r■car'jed Sept. 26, 3O15 I ALL WATICINOPK 15 ON WATERLINE +JNi eaS- oTHEkasE ►FoFEln (:ItiNI Qv, P,rvr5., 2 AL. ELEVATIONS ARE TO It.D*fl U. ON ! PLANS. i Atte% TO TWIN OF Scrip ST4rtWR b A$O �?Ics FICAnO4 RELARDI SC THE 0:91571SRUClail OF Mi. max pw*v AND uT1u1Y rAPRO E11 E, {AiESf MOWN 4 REFER 10 SHEET RSt11 FUN S'TI ET OETAAS 6 CEn1TEALIME .UC RIGHT -OF -NAY DISCISCATS ARE EON iateaaawar ONLY:. CUP TO ;wet PUT PCP I KRZON TALv cowTR+?t CQWC1VETE =SWAN& ARE a' Nom •,I 8,q 7 FEff.R TO 9€1T RsOJ f&* ALL STREE f 31W,:TI�t5.. Exis if11g 6f0' c.1.,j head Right of Wo i ea -a r l EX.STIPG IICGE OF ASPHALT - EA (CFI bit:Ptit 1/5i lei its ANO a— s— e— ar Mob . a a S— "IM- a p i a —rte r• r_. 417 tELcw , riy?,.e �t *5.7..u`! C' 24 90 2 -r WCR 32 IMPROVEMENTS p Vite a:11 LI1150500, IXf 1.601N. crint 40 a a -a aass-a a- >r -at - 1 *- N IS 1.O111 M --- -..e • KEY MAP I - a `tea w L W (STA: 04-00 TO END S rA; 6+5O) SCALE: (H) (V) rr;tve; GRADE ^ ii . 1- 10-40 1440) 1 ;z, krt '3014 "4ahAle 41Fie 41766 413'00 te5e 4M0 4416 aa 11'1_ nv ai WTO2 nut:blank 6/27/2( Page 32 of I ' 4.0 '1. ` a 7YC7:HNC. ., 'AY L.L, trideilt Jr_L Sl' County pi' 14'4y zO ' Union Rural Elks:tit RI9int or Way per Reception Na 1539384 filed irk the Clerk cad ROCOrder% '-- ant recorded Hc'vemoer 18,1969 WELD COUNTY ROAD 32 148191,524-E —f I.0,--aranwreae sairaia iam•-..rp a• Fi•Eec.e t•,t-•t16, 1 AMU en AM ea Vas, a i- S T nrQlr t1 wc' IS AND 26$'5 24. n r7 r 4 or Ti.k kikimcnatal 4441$ --0' f4+e 4f 'soy to tie Ot#let:us to tha Tan of hood ,rittl this P11ot J5i �, rerinalardo 1 s immiti-ak-in-rons gm, 1 1M 3— — a S -fl a'. a a‘ra al- a age iallaMirr• DJ1eER+I i1OTrO to OA; Ord r'Ia6. 411 atV4114N5 A*( rt.O4L.WE U U.N ON plain WEN TO 10* OF MLAD Stv10' art 'XIG* CATION r'fcAP'piG THE ONST IRIC IN Cf ALL Pilau( I #.t Wfl Meta, 1, REFOR 70 Sf€LT M I Far 517ZE'1 DCTA :.. aCrinEk_nott: ,set INGtct-or-wxt DIkertias Nat ran KI7VIINCC S. t -DER `t] i' rd& CIAT FOR iw'1fazcwrA amnia MYCIICIE u.7,-:ner; An 4' sicte tM 7 Knitt 3io ) F9r +U -siREEI •�- p yy r'`�f��•;,sy.-Ufl ' _ _I U .-tease M-- • -Iowa- Lo • W 's;'`1 L sne i .i IS Y at Sear a •a--aQ "rue a. is , f 316.5 Llr OE' Pyt N/ L . se -a 32 IMPROVE ENTS -�- (51k14+4Q TOEhJP)t r� STA:21:'OC SCALE. f W! 1--304 : CV) lda6, i a, „ .-c 1nr, ikrlxE a • • t r rY 19 A4• 4I4I t 'a'44. r I a 14'B,t.` V _ s a -- r. a S• .a i a a, "- a a - - EX,STINC FOG! OF ASPHi hL r 5 t0-3 LF OF 12" INC r : -= • YI+ r ■ 2 riTe TI 5D 1 .0a Stirs KEY MAP C Ir e 4et+5 447s aY Cn C s fi 13.1 Pit 60-1 Qrt Cr" 111 �-.� a 5 O '�..f y z C J r0' Setif tie w103 )ut : b link 6/27/2( Page 33 of I itslieresiaMS kl's' «1C KOCI c 43FhAI i J0' ROntaAdlle Eastern Kpelln. Cc- Riyrct of Woy per Rnctptior. Nat 16-30459 filed i, (hry Clerk rid t4e0OrGer 6 Office recorded Fab 19, 1974 -=-�t—• — • Q —flitassate — t — S a. ar • a a •-I a Ealstin9 60, County +Rogd R;9h1 4f Way W l bc: -419 :•' Mfay to De I a.r r7 ° c the Lola% Mead a Uri this Plot eu ra-Itesic .04c. Vita 'MUM amines U '4 Ile LIC k % I *JIB tejavg 4 AS SLIitl MQS. MC ltd► ia[ ac Wietkaglatn tika PAVE !BMW. JTi►t1 fradneseitt : a M, 4 WIN 'It %Be limo MS ran Ti 1ZMM Aa me Procr-4f-WA7 ARE ego RatirsCE Ow r. ti Ptfl (OR ;4Cal2uw rM L5 =man OROSSPPle SW 1f i TM i l�ls F REFER *[e sear eest rot Ml.l S711fEf 5Cr Kerr-McGee Right of Wax per Reception No 4153024 Odd 41 the Clerk. dnd Recorders {Juice nico i'> c Sapt 4b. 2015 p 1 • Oa ` I 90. utlu: 74•11tU T BLOCK •r_ ._,picatotvE i',r rt,A I _'+ L nN Sit i, r M s 7 i �,;..10,40* a •-r +mss -fir -I.— • � •—.*. +—. Pr+w� •: r--rl�-46—"ft"net— ' i—E�- • . : t. � i -_ • "zrt..!4 ¶__ • • —OS a t tGye-- - -1110 3 LE OF 12 ('WC Wit — a — .r — — •a s�Ifa —eINN -a e - th a wS� 7 .YT tai If CF 12" PVC Wit a. a ,a a a 270JL dear J • ...al a-- EX'STWMG -fa ASBESTOS WATER UNE 06 1 itl�be#d14: raGl1 ' MilU i nternheSENT11,I r 0 ti�°tE rP ,41 {gl M riviavily k9 -a.r "^ ! 4� WCR i S pC)j 32 tea RCP 5T WCR 32 IMPROVEMENT (STA: 21+00 TO END STS 26+30) SCALE.: (H) 1+=3p' (y 14-8* 4 3 f'YJEc{Tegc GRADE hi it -Pi 1 is it( rR al a •• St a i2' Er A 1 ■ EXISTING EDGE GF A5PHALZ r m- • mut:blan_k 6/27/2( Page34ofI d • I' 1. a else a 1107 Ea .^5.,r . a. q '=i;r 4` 1.�`tTyd i1F 4�TY tr —irr'T a. fliSritic EDGE Avimikr 3+¢0 • 4 ♦ • • 'AID.11-tr0r Tr PC in WT4 *tC VII I"a4'rl'_CPI PLAY. x :.. i >� •t'n 'K •0 'r . 0-• ging ND TOWS 4r IIOO STA, ARO$ Arlo 5.�+Et An.l1 REG. IC TI•rf ai S-TIMUC7idft C ' su.. Plait AQAD$* JINJ liT.l j TY .MF cwb J ns, %MEM EdTlall 4 PREFER "C SSC MI ran -57i,:EET DETAILS. FA, CENTER-IME Alt g1GM r-tlf—wh t 0R,104 5 Alt enJfit ftUrnOVCIC i tr. WAR Y3 RPM r',,&r rGf4 u4QIi{MITif. conga_ 6 C4riCilni IfiCttlgaart. 4tSrf 7 RgiliR O ',r•t 3fCTiCF3i. ft■cC • •- • •- r .Q I .at - i .n Alps_ s- • - a t - # • cimma- -. 1IC;inHsoC Nc .Err r ri►TC-H Ara iSe4T5 P !C51..T3 A£dl%ijq '�d Ifi.Ti ' j -Wu li4 r aa I -1- WCR 13 IMPROVEMENTS _ 0+00 TO Ent Irk @r+04'. SCALE. (H) 1 "a3d1 , (51') 1 ac 6r 110114 ■ 'Z.; 12 c a . • ..ef a KEY MAP •_ - `0. C -1i---S.-. -44 i Y S. O 8 D4 5m • -e _ �.a•k-_ U X 12- SMPtEL TEE (RI 2; - THRUST ESLOCK (E.) sri. 7425 Of S PVC *4 " R d!4 2.4 41 K X'STING GRADE 8 S q r "a • d�- 4WD 4,1.00 00:0- -J IF, r• • r r I • elt N 'a P 4 • 1' t r Aar r 4liaai ri Sin in _ 1 z 0 ea ;44' 144.' tTOs ) ut:blank 6/27/2( •'a_•. Page 35 of I -il pit -- ••9 a : r a� a I..J.'''i•�tl� 6'' brr', WATER I la VT 7714,. to -tr-- -S a r r a a ,amielf - MaS 4 imuciiiVAL dins, •Y.hlGuOi l• K v,�!,1-? ,44 1.:13 c- I . r79. • i WCR 13 IMPROVEMENTS fSIA a-reer fa END ST* te tea) • s o s s3 t.•rrl:glom a a. atiparad 1/446-1133, rer++tsast. Dear fugillo 3rL ir:.:.a. S hC t&Ipt, *Ai lietrag, + sPer.41/410M4 WifoffiChW Dit- ar frefk sills ! NC 41T i1(<M rcls:iT !a i$tsn 4 I ftJ IQ gQT R3UI FON SIREET CCIALS c&ITE IN 111OO-9f-our lidEVISIDOS AFL res RirDeetE act. rRrw 10 FINAL. n'ts-T r(y .40:42aDan. t, ccwfRlL t =1iLlt> TE a1053Pnhs1 mat s' wins 7 REFER TO 3 *IF RSGj fOi *U $TR£E7 Rt' X 12" SWIVEL LEE {Rs 3) THIFI i+S'1 Ls 1 , aTA ' i . 05: 24,51 s ^ u sits a 4,A4 ;.� 12t35.9ts 05: (CI 57) R 1 i- Ff. SCALE: (Pi ) 1 •=)O' d ;1 • n� ( V) 1"-c61' EX 41H Z.! Rlha:.'t.898 Di �INU_ te` OUT -4892, 7 tS) iCUT tre84' ens S 211 7 LF S 1 f 1 TI R r KEY MAP Oda S • ■ si. • — L a let r a fl :• >e - — — F,i� :=i`: 111H 2G• DIA 1 s 1)•013 45 • `. F.XI511NG FLQ leSPA-4ALI 1B- taehl 1 'la-, PROPOSED ILAMitiOLE PO .saltr!s r Cal R A2 8E DDEL TO D3STrh4O UtilE 75.+.r 4406 PROPOSED MF• 20 FiIY-4gVD O1 iMl , i r wail -6414r ( -, INV ia' 01.11-4tel15' cur - ti4. it' ' a i n area ti . 2Pt 4.t Celkitilit T og UNE 3 E `"%.4. R 1104 '',Ai 41 ALte # AIMS St +Po ea +.k "QV sr' n l* 1few— ��- 4II ate Istk z O L 5 C LU z C W a s $2 i )tit: bla . 6/27/2( Page 36 of I au is r accPtx e- MC OVO6 AiNnoo 0Ta %L ; `rtes,,..._ • a ;ntl Ctil.st.liet ODCRErSE rrinED (u t7 w} ON PLANS. Ei.C'uAlalts A tQ 11.011 1.4C LI Or, Dv PL++M$ REFER TO WAN OF WAN STMea )S ii. 91'ECFIoi.MI<III REGWC1esm 9€ C4l16Tukucr1Utl OF ALL PLSJC 80ADSter AFC LIT --LIFT ImpRcAnecins, A1EST WPM "0 3i'EL= NSII Ft7al 5i1EF.ET DETAN CENTa2 E ,ElRI FIGFIF--of—WAV aJYSDIAL ARO Fa -!R ICCITREACE 9NL'I aEF(A '4 :nAL u_p,t COP i4CR :ORT4L u D,h J REFER O 'Asti- rwi ITC. fa. i ':"'rcI r rr r 4 l KEY PAP • `a `a iA t-!0 14AtCAy • 9 3 a f - It— ' a - .. -^T 1 N4 QC 2ArOD Er SINK b' P `C hNariii rtt " 'cc anaarallt-at flat- • ? • r •c Y ♦ .. . • 4 a P -soma= WOO a !�1' fr'[!r i�F tae 11'41G _ sr fle r ■ sIX • • i A 4 - aa-ai_ • a Sa-i- air -w-.a_a-sa tan toccata 4 • • .0444 ,- i a . - .a --Y •� sr �� c -a a aw 2a.1.OD I. a. a - aa. ExisnrL EDGE CJF ASPHALT TLJ R" 9 „Age .e., C" 'JAIL " .1t4•.r ,r )" ■ 8 . .1 i 4 fF"' .•.t a a_ — a ar z= z a_. -a as s a a a a a s a a a r tt DIA , ,rjTA r�4• Ilse ir5 a- awcii . €' t MOROICAPELI74. ICS #c 161 4 EX *I 1 i - 40 r' ialk STA 44131”14,1•M\ os 482.393 R b vv Lin ha IIYIr FiV V CIVICIV 10 1a -EXISTING GRADE, l ar dr 'Set 16400 —O [IA) ST :24t00) SCALE: (H) 1'm30' (V) 1a'=$' its - _ E° Jf a :Aar—. . - EN MN r:.n --Irk. !8' 11da48C40 Be (Iv) /Ito ter QUT.t39b 7S' (S.) CUT a 17 17" rg MK 22 RIMFa; I la —11O 18 'N-419 159 (N] OW. W Oli i a.,1891.49' (SJ cut w `2_3i' 440 4190 •8Eh • r 4 Q a .. -teat TIP, 603 .1 5 U) CC D CU 0 .n n n a a tnt tae F.) ciall W t Zi W !Cif ottC wTO? )Ut:bl 6/27/2( WS ill Page 37 of I w 4 ti 31 ^ ` fur • II --stir — ar f "B• CAI% 5GL 4 L' slier S" X 121' SWWGL. PAZ (Pa a} TWWUST ti. . STA. ST 441.114 , 03, 2a.Gc. lI ritto 2B440 . On IAA • ir --. P1a=1.r tllit Nd!- ea* )iii! 1.IiT EgaSTING JRRIGAT;ON T • -r Sro IS — SE — a.i —as— . — a t q 411Y .-49C TAM Ir4V 18.6 4[468 i7' -:Lt1 1 .` ,II 1F SAN -- ,- 1 I DL 1141C1114 4 tf4 4?(atilt ;Writ i-Li ri av I''.rs 2 N. tbrilat 0 S '.5 4,J.itai' u S . 7 YM . IOW -' 44.10 1.141005 +IKa assthficates ic'"•"'' M1+5, si ALL mac silogbac4, m ek,tt1 'bil14644tA t. � 1G4Q fi�17301 a s I c+tl Y.a*::qtr 4MOISCAA ,MI "IA ItTfria;lsR W iS rtR •.tt° 7PICK It Carl. aNG I" time atilt r War rt -040-- *WO 'CP4k VW l OVOed AiNnO0 CMAA &DETENTION POND ` EMERGENCC WP1LL.WA CONCRETE 1Tt ikviPE1 SAP MN -1 +►fi"' 0tx + 0'•'5431 *' • C,A.For• *CAi aas (-10,00) L rIi1" 7+'tr tea Soh ...t143 WCR 13 IMPROVEMENTS STA; 24+00 TO FN0 STA, 324-31 95) - --41• r. a, . +.r lOWE -irxa5TING. CRaDE 4,1 5CAt (H) 1"=30• (V) 11.=6A 1 Ri4aii� , ittal.116Wilip Fri TUPOI i.Ahr —•F 1 1 S I w r I KEY MAP C - oar aa a— �- — 12 !It'•A.1Jfr ,rs1 ilk L#..4........ # _ tit: IA.S .b L'JI M1+ r- Ai- Vg_ c 0i_eI)4 ih-,r�1'�I•L: `� / _t V a. W ,t __yam Stidi 3-e3 4i 15 CAM i7`' l 1• �7 t .1 Ml+ 20 Rltt-4907 9.6 th& 18- INr4S&tOT (N) NY- 1$- OW - 4887 37' (S Cur d ,?1,91' a' dc tikri$416.54^, le id MVP 4A6wdl�' I 25 4.1 Gt Sim. 1t--1 't: s:u a LAIC :AS sof -3' IN -488M 74 1N=4S67,bI' 3a 20.02 'k..! -M Se♦ j E ant*W.e .r+ r EX Mh IS RIM n4942F8.531_.--^— to 16r tt}.<-l8571,42f 0M) CUT - 2313' EXISlitiC WOE Cr ASPHALT +114 4905 N', r L 'a 7 L ■ ,I 4 it 3 Rawt L) O En tha RED BARN ,ti EN - Z. 3 TG$ )U .:1 larlk 6/27/2( Page 38 of I Ems EDGE OF ASPHALT MIMS i a ?ASBESTOS WATER LIME c —C• — .IA w I � F e r t 4 4 iik d, tie • 44-.00its-DO STSIIO isic 6 {lii r NTEADME ultd13. 0f41EFtTa'aE rWCa0 iv OA) Cow Puma 2 AU- ELE I+AT1atc5 ARC Tb rT.GISJS C U 0ar+ JM PLANS d, RUES TO T[srinl OF SOD Sr+wpMj ' AND PLttFfl0fi F£C*RCWC THE camtsiCi1UGT1ai 4F AI MIX ira cn &Y Jliiti tiTUrr IthalawalEtsTS...lEST 4 FTTClr TO 3en if501 r'Cl♦1 SWEET anus 3 Wit at 19LW-flF-Mu►tr D iENSt elbt (C* ROXF gar. REFER ' ;0 441.. PLAY MP wORIZOFITAL rR4i- 6 ea.OIOE t aializioArga x; . Cr Klh+ "ON ? Ofrpt 'Tf Soar affoli FOR ELL STREET wanansig se. JC ti a K.A - 3d -t+00 441i4106 4" Pitc--awai -JOE 1 1 8 I gam D 00 di FATCFi REPREc NTS PROPOSED tuPR'CA0,11---N79 TD- wcR 13 AND 37 WCR 13 IMPROVEMENTS .I qp c I 1a .m (STA: 32+50 T4 E:NA ST, :X452) _ 9GALE 04) 1°y30' : (V) T.w&? EXLSTttLC EICE CC ASPHALT t • �f 1 KEG' MAP t —tid GRADE 4 y 1 ■. a c � s ul v - A, a rrn' i4a. C,4 i' t rI "_•'CI . k r 41!S 4* lad 4490 *Mb 44.0 r r r cri fz at CO ICJ 1.1 M1 a ■2 'k S Pu' { ITo9 )ut:blank 6/27/2( Page 39 of II bAM A WC ASO t, -11;70 ail �Q kl:5," a60 41141 ♦;aa41 JJ ab,1{r • II a a a - a a. a a. a at al s car rri 4 11 *IA i A 1 ■ - c lop . s _ ■ a aease•` 4 a T aa•-s. asses I.a MI 1 a _- ■ ! a - s'a i • !''a • •a a - f '• - V Y. 7; • G 4 « r : e •a - a •• • • s a' era a i etc a ari a a ! a eS �• j L )12 ` al al• i ar • 77: r et a • • as drift berry W 411 Off aa:aa:ai a•—_-'-s-s• ps a— a a - KEY MAP - tor sr, 1 PSI 4 L , ,. - a .- .- - a. — .f At a. s _ a - a J S — s. a- —'— a a -a — sr sioSniSS S t• T 1 Oar— - . �l—a—a=a—s- — ii•SOP II,—--U—rw—r.}.—!r ,_sue —a—s— — ■ -- *--ar—Fps=t1 +�h • - a - A: s, -- T t � r { . - �— ...a.. a. SS s SOW M- SO 1 'Nits rap %XT PIG MALT 11 Lyj 1 1 • W IF Y J e or a. a. S Sains AY S, — L — a a a C T T a a! - - a -- so' iglu ET EAfiSEIAF I OFFSITE WATER/SANITARY LINE (STA: 01+04 TAG 8+00) SCALE: (H) t" —#A' . W) a =& SURFACE DATA urausiO$IFY AF If#5 'me: 1 50, 2440 • 1°X) �"Sc I • lei} Li sr sr *fit 11c1 t 1 A I II of 1 Tea SAC i e a • • as 4 Air pie. 4 7 4.1P MOO 4174 MSS 496O 4+$ It al) At -10 A RFD BARN J4 S 2 lFQT AD wTiQ mcblank 6/27/2( Page 40 of I .--s • a F F— ierL4 Act �s _` Lf+ 49a!• 4980 a.975 +970 +Y0D AVM lista jai. lade 4403h Zb,1ii stmeirt- • ▪ �- T •p T • TO T L , 1 T c I a • r X c Irma • I r :..a L. 61 _ -_ ar .� atm• • . was -=a• M?. .. a ^4i s _ -_ . 1�.sr a � I• • ..a a.• • P ▪ jfl• s ,, a r ■• P • • S • . •..- 4.s a a ma • 44 air `11 k a • 1 • • I • • r - e P.e.-.• + • •! rrr •.. a Ja—i^ ia• Ii! • • .. - r • . -• a • • - i.e. rt. ,r- aar� .• • . II IS in • 1 IR• !t.••reillibens • ale r Irby_ pr r KEY MAP Td40 C i— i--1 -a —..S•4 _ a-.. i Q Or Q• i 4 - t s i • a a e m t r 1 a t a a r n ■—/ ri—•i�.IS' .;sai�i� • . gyp .24.2.2•022.Losai = ire i fi.- a .: ..i— a _ �.—i r tier �� - 30' UNitY €a.SFMElyT r SSI IS 5 IOIST - — Ta- a k m a s s e r .. s i a• r 4.4 ASS -ilea -SS C OFFSITE WATER/SANITARY LINE (STA: 8+00 TO '%6+5O) SCALD (H) 3"=-#t : ('1) 1'=:g. A4 ft, Taietempar A Lt flaw 9+50) 5+0Q 5*50 10.00 10+50 11+00 11+50 1 2+{J4 12+50 13+00 id+00' • Zia %ow 5J-50 4960 614.5 16+0C 16+50 +w 4075 4070 4958 4045 '4 ; O, C am .. fax CU 'ce ! f Cif O t 5-1 to 3 a ■ it 9 i7 2 mut:blank 6/27/2( Page 41 of I aWM 49 4 45,79 +96ti *449 ai►5al 4945 66+.1 4838 C.93G •-- _ail — Y.: _aaW.�--- -- a - _ - _ - t - n - .� - . • NM it - a - ea •- -V a tre— S 1 4 _E . • •-,- • • R a P a • s Y i .. s a i •' Tea = P■'_. • rir Y 'l . ■ L R • ■ ■ - ._ - • ■'' II ,,. 6. . as'•_.. •. — --- i OF Mall • . ilia • • t e r a Maslen. a.l --- i • '.• ■ aal. . ft r a at a • mss'? ■'.'■ NNW a KEY MAP - Door In — - -ss't -s c — — -1 's r 3i3 UTLATV EA2MENT i Se i la Sit a- an f a as at— f art n a- r a as a it Sea — 4 - - — — — —a OFFSITE WATER/SANITARY LINE (SST.: 16+50 TO 25+25) SCALE: (H)1•=401 : (1) i'_$' SURFACE 1TATA OMCVDRfY' AT MIT MC it .3 II itt- • t i — a e. tato Li or a, eve a • la ♦t e !t s anal•P as a 23.i• satesse 4565 *9*0 a0?s 4970 4806 *960 4856 4471FG SW0 493. 4930 )ut:blank 6/27/2( Page 42 of I s iersi Lj '.!� Mt, 05'-4" 6c4G'� —r. csis i�+n4b 3z • — 2 i•... 1- - ' �• pJ + T;r * � s 4yet 444:- 174 c ak.3c 1P• L.�•I II art. ere Jardi a • nN Mt* 4S-8 -._164 26+29.71 I 1r SAN -- ♦47,5 LC 0 51) '""".... a.—_ - SEW' a • W �c s • ■ m a'. •an• ■ a �a — -- r a e a- s t • a J.F}s.•ern' - 'i-a.ta� - � r a I,: i - sa Sias is fa • a s e • • . 1 r r • s 4 st -`Shes;s • I a r '! te �4'• -. t 7 i �a.a.a.=r-a art •Z i s C T?lire1' Y4l� ! aaat`S. • IrTP` S L„ -viii 7 ��III lie'. . :yca1 r' ' j i s a°% • sn ▪ as if 'riot/ era (a •-.--a -f— sa - KEY MAP a —a rnac— ��-ice iS�' 7 ts r % sas M M OS -1 --Ir. 5Th - S 12. b LE d _•,==r- 3fY Mr Dk ?A 3G+7&2Q as ;7,0@y wM i OFFSITE WATER/SANiTARY LINE 4-C'1 J a r -des_ (STA; 25+25 TO 34i-5(1) SCALE: (ii) +"— (v) 1— s' RIM -•4355.33 saw, 12 OuTT4947 i9 (E; "‘"-••••• win/ C-1.41-4-94-, 39° (NO Li Isth we, cm:ti CUT s ID 20' rill saw Q5 -S 5 M 12 wi—c-9&45`5'5' e_5€) mit I S•. i 2 �e ;C 1t I e a 4 wi?-411 tai i-Orn i - fry -49#O 12' t ;Mr 2 a OIfs493992' F') CUT — 1O 2o' • i N p {-Sir I1 • 5Titio {A+Af1 E I,2 t 1pL Acie4. ■ • , 4955 4250 n 24 444s er t ' 404D 4935 IJTIU:V EASEmesa i L 5I e cri cz c 4 I 511. criovsit i U O 0 tn CD 1/3 J z CO G Lir 4' MEAD C;'& W C )ut:bla . 6/2712( Page 43 of 1 S r •R1 • a }- e'' ta.k II ■ i 1 Z >o_ r 3 (per f s a_Ar e— ■ 9 n IS ah 7 ti f; ■ 114 a 994$6 66 `•s -, r)C'j f{ SAN Mil M. R:M=4241,B1 im 1- 1M=4'3315%1 (10 riv ? ow-in443S 31' IQ Cur — 1C.20. r-� by) s as INC WA i11 • a I • • a Y ✓ ■ - r a s - • i - ilea 4,i ■Ze! r r =-a r • I lat - ■w r» • �L'Y• •JIB • a .. —••••1- �• imr • S, • s -i• •1 y • i ■ • r: • • • a• fT r I Pr -7:11'' • a.ai 1_ I- - 11 '!ir _ A j 45ti rfir w • � ■ I !r r_l r aaa•r w Fa• T l 11 a • , Jew i + I a • A -. l�� Jr • _. -_�, e+S, . .. KEY MAP ty off "IOC fl 6 a3 co)1LE' OFa-%CAA, r----. — - Mks 1!'�^ �� — , _ r,aerr— F' I U I• .� 1 j ' a \III' SAN +y 4y 9.41 j QP 7f 621 a -. '1• a5-5 ,1 r. 40 -tab 30 1}5 (70O) R OFFSITE WATER/SANITARY LINE °1 dew (51k +s TO #4t50) SCALE: (H) 1'r 4,11 ; Or) r -a• •`sue �-,� :deli A IkV 04V2.;:itts —NI 12 IN aa492.1.522 {M') INr 12. Oul-49211-,3% {Ea CUT 10 2a• — 499,7 bl 1 4 e$: -i • t r 11 - i � s -six C IF a' 1iii6 smut i c. e s • 4 a 1,7 taikaviiir Ices asp stab, 4440 lec 1425 SW I 4616 tit *010 a. r • • .. Tl� ai Oi Cn Q ai 81 crion:41 ce 0 CIO y a F ti� A 3 nit:blank 6/27/2( Page 44 of I L l d• ••• a a a - r f 1.161 11, �' Iryw4Gr17,29r (w0 op, ' r 0U1+e 4W 1 ? 09 :E) (ittiT ' t4ri"C' . _ �Ii.. MA'�.�_ "r 52;1 `r,TA 4,5 4.11,0,04 • 3Q "Alin( £A! 4i tN' • aaarooa a. riPamm •S r ' I r w s i i ••r•do s i n• '! I STrigr r * T * ! e 3 i! w • ■ ■ .. •-v•a•a. •• ! • ••rifsr•T • r—.i� �. it • t 14 • I ` 4 _f • r s a • s e 1a a • v= • — . •ssss MSS = a Iv aorta arta- eft a r1't`a • a a !` a T; Jr 1 x KEY MAP r • • Aida r - r s 1 t a• •- f • a r! t �� rt t. •Y odon Jr • • �fxyrJ a w • •. J C r e • a `.ss• �a . f sr.•!a 4.a. / r a r• fe,16,9 if Of 8" P4C .,,saaaa — ._aama r araaaara • O$. ROO) R — 499. S :.j • wN —R--- 3t Ala k* -1,0A 5C14-11,5,59 0S; (7,001 R OFFSITE WATER/SANITARY LINE (STA: 34#50 Tt7 44+SO) SCALE: (NJ r &40" , ()e) 1 =6' Lef a r Fes; on $NM UN OS -3 wild -Cite, 4.°. W QUTa49;,2'a I I C CU - 8.52' 1r • c • 11 0A- lt 4 a. M• a11111lr. w G �i r SAN NI- d5 -r R M•#.9 i 9,75 -may, .2- It%a49,�12i �y 1'7►1 •L+ OUT0491 CUT - 4:20. INV 25'} - 2.05' (5) SAN WI DS- I RIMgs4918 99 2 iN-421{1.O' Nil CUT it, PO OC' f.FEDCiST1HC GRADE -119ii,4 a •o- -- SI • G7, ✓ • t' fp_ w • ire 4 re: 'Sig • SE tiag 040 5`,Kr ‘11-4C 49-40 4.9l M.9G 4925 'w20 4915 4i}ia 4W10 L O z 0 t (.7) 5 C CO f� (JC) 4 CD 0 CY - n E 4 a )ut;biank 6/27/2( Page 45 of a i aria= 1 • , i + Sc - ' N Pc r, .r. -F 4fL ..: `>� 'PRIVATE � _ N hair r, a_ W e i I`1 tk it: 7 tits 1r a )1 •ar-s I .-, ' a w • fi- TF A,: T T 11! alna - p N • ,OT A 4 ar- a x IAJ :;cau ,- - JU 70-4 _ slots NH LO 44- artA X11 -ja.L1el t tr IN -490D..50" 1 g• 4 ;instinct: :c CUT 15 RCP e- ' Wilk IF CO 1 iltR 'iltiralt'rr 11`D1 ri1 OW TM to' rt 3 �hr1E41l'+Ipe1 CUT .•1 cie • are' 8 SUNRISE COUP, T LOT r LOT a ir t4f - 0.63% ►a',4TE �.F� rr" lI 1�I 1 I '-UT 2 29 t4JT z BARN ROAD 5a " IN& , 91 10' TYPE A ..54A,iP) Mess -.490 1, 14aue It plat Ad 4oZ' )\ yT SC( ! t Q.' T e ie t F- :::01$1,: 3} a ,! INV 1lr NS4903i3' � LOT 11W tau' IN -49D3.23 (H) ' u LOT 5 ILL S .. "PcreAW ti c 1 , r !1't, a 1 f a%a SICUM li• i.e Sliwalteoras yr Da tr ; 4 •K' thJ mint '4e' 111 -411th Ja' yea • Ma, tr %Taiw.n' ;2} 1' a 0.3Q' tI 1 �f I E 0144.13. 1.04 " H1�61i 'JT' + alb 7.C. 'ID TYPE ttssufT, D.1m =440C is It via- 4) it MI iIL; OUT = S i' w a - L4 a N« STORM SEWER I (STA: 0+O0 TO 7+22 b3) SCALE: {H) Tie3'0' ; (y) 1i.a6' c 1F :IA kit- 1 1Y--49fjtt. 53 " r, L6,96 9 �" (N; k-4WJI 3 (Yr) 1b� CkJI X42"J IJ iS) - a.3' ijcreP - 292$ ■---11"seana PROPOSED csitspicr\ —tact triagsf, N` - e,• _ .� . IP %14e 1 "C I.64K"Q-4S \ I� III' N-4900 $0' (p } �'M1 !Sd Iti=4,900.70" i`il11 In '. 10' NI -4W 1s CU1 - @AO' i!'' au. - 3`I 0 IPVI 16" INaat943 43' ?�.-ti Jr 0 y',,o'!L 'ew'w.rt'l ihf,r_ 1d" INa4eg3 23' Ca3l a '1- 4 1 r VII,'! w- 401. e Plot SF 11 111' r- S. i r i' ox p tit4 A4 • 03 -et/ ST IN1+ 16' OU: d I STORM INLET 1.-� r' 0943 + + Fr gm." PirC SAN GUT . 11 WIG 3 i M 14(0c IUsr STORM SEWER 7 (TA: D+OD TO 1 +35 BB) SCALE: (H) 1'=30a ; (V) fait 5TflRU API I.D 4TIM- 4 3L I D(• Y461 IT -4-900,50' (N) I pr'r - 8� INa49GU 7'1 (10 INN ' a 4U T S0U.70' (5) GUT 2.- 30- 040 .. E`Sr.;A +1906 4995 N Iii pito — aaddeirt SITCOPP INV 19' C?UTa4902 05'' 01 - CUT r. 6 ;.ttr 1; 111450 1 gal 4115 4110 CD :u9 t a i,l s =, r - ai co Lui } 0 Ie 0 V) 5 on z cc C i n a K- a • a S 4 2 La SKI% Re 31W )Ut:bla 6/27/2( Page 46 of I a a 4-. S1ORW Mil 2 r. 48" .. INb' 1 FJ- .ru • L � 95 31Iar 1i T-'JR1M*4181: h, 'P' ICI-tt'YW y: It F itdit t a- RCP r_ 1463 1-F • :.).5OR pafrx''- tRCP f4 rip . ti IS. `w33"r:Lt¢'s"', n .afI g }v7. tacn'csi: r $T.e3l ;VIDE \ f .f a -.tier 5.- 12 •11 .;M' I • . . rtz- I •�m l•. atilh a STORIA IMLET ),1) tia7 TYPE R (WNW.) R14iiI S'I 9 ; ai sly 18" IN -+8i X58" . 5J INN 118' 0aT'48 4,138' ;M) - 4411 LOT tir 7 II STORM SEWER 2 tj 41 MI- 0 - SO f„r I-1 -i-a' 9: ��—_ s 6 .1t1:$'' - I:. s (STat Gt00 TO 4-x19.163) SCALE: (M) ' "=3O (it) 1-=5' l I cc‘ -l< g 113 4 It 1 I r .I r ST4R41 INLET 2 1 G TlPE k' (Soya) :44.13a4499 94 Y'' s% -ta4 OUTo4895.O7' (NI IM,1- 18- °UTr4-895_2' % Did] ':9111 = ,630++"2' S - r STORM INLET 2,3 t 4 It3� OUT. -4364.5 07' c ' IS" CMJT. a.895,.2r II) cur - 4' SICi ?w INLEF 230 Rime -4S9 14 �+. 1S' Ii'4a4994.68' 3*(ki OJT�1tlwabb- Q I) \ CUT = 4 pit a LOT lea RCP - 55.8 j • 0.PX ' rIAit Sri 2.1 IF 41, 1$■ icersm /0I•iIti �'' 1 car .Oat La* w KKR 14* r 111 5 PL. STC}ff9M NN 2.1 F".d1 3-445 - 45 ,I,1; ,e ins4e95 5f.' tE; INY °O- DO- O344Se T5• r5) 6,*0 I Aa" #!4'1454. -Li 4' ..335 SC7', _I+Plf1AYL_- IF 1r P"K Kist 15" ci ti C - 0 5c* "POMI:? 1 - SAN ■ 1 3aO Jett imot .414CC.1 ac I 4900 I I II l� itrOileIII ,•iffriWvt.4n4 04 $?I° INS .I a s .,5rS P f r r LF 0 280% 1 _ 1 b INY flu 93' 4SW) ly f ".. —>1- ,, I iamair sroRtll(flu, sr rO Terf. IB Cyt,1iP1 ;455..43!.. 'r t b" OUT44.197 , 4a , ', a` {JUTm49117 .13' , bbDGH ROAD 4 INl 3 1 14 TYPE R (SOAP) R4Mc4 03_; 3 tAP I8" IN -4099 23' jih 9FI`r" i:a" INp4e99'.Q3' I Itt, ' 4' 1 He IN 44599 23' (140 '4 itW"P - --- - - g: is LOT 12 Lo.ti . --j.Whicis, ;tit)wIPE' a �c1► ROADja • It, I slii , i LI 'i t..0411>Z 4Pitbii+tlr! 2 l lir 'ti 'Fyn +. J-.1%iEn a.iVrt'ti "1k ep1r 18a Mira 41199 6 a• I I 33k 41 '& STORM SEWER 3 (STA 0+00 TO '+ 653.94) SCALE (S) rag 30 ; (V) Yes. e6 _ �li4-iaj-ex� .y jlR No.. 24 N -49O0 04 *) $ryy , 11;." 04,AT4$99,$4 VA. air - .• !r 1 rit.z11i - T.L T =: 3 u=;8:41.': -f re, 3 it N-49397 $3' (S4.() CUT 421' teHW .3M. r i1c'Ir !'"...F. J c ii 4.0 44 Lit! V "red r,*file - imiC STOF1+ INLET 3.0 SatEC..7•. ..s. pc ��,J. ia• '_l{!ia.4440- - gat. ni' �'d -F4f' 1 B" QUta.4.9? 391 Mitt �LJT r 7!b° -I LOT 41 13 IWV 1 C IIVI-4$9, 23" (N1 IN4 1r u-° *$fig Q3 ONE) It14 l8' TIT «5°' (sw 49ie � L sad, P.. T Pvrc $ r�. we f ,f►+ tun sit Hy '.B auld489uS21 1't1 cur - o. ≥id. rh r' 434 �t '+5:' 1=_b? 4 lac a -'A 44Q5 tagio 4915 4w 'MO 2 0 CID 5 W z W CC e S— P .;. 4 3 " mit 3T02 nut:blank 6/27/2( Page 47 of I 1- 7 nor irri,1177 -7; 4- i r? %Oa444--i It 44",, ;" •:a- 464.c. 95 `4Y` 1 t� i 15- RCP - 1k',►, F 42' -0 an: antkan' i}' 1 .x Y 7 �I 5'u& ;NLET t O •-r "VPE N (SUMP; iJ h1aa9O3 21 :+ 69$+e ' *r s v. 6' CUT- }99.9 d.7' ;1,1f :2 i isfir. r AA i� a ..ole—r`' L Y T 4 t son r RCP' 354 is 0 -1 _v�'D'14 fit' 11 I 1 stct W INLET 42 G` n;:A i alJ 16" INt4#99.73` (A' try, a 1,> 1 ti , ,c $QN1 IhILET 4. i is :ttrz IP (sump) firs -ix -a. v.3 ow. MM` Iha c S9 G5' (E) JhA . it OUT=6$8,3O' 54) UT r F;.07' LOT 1 'i r ERA .T L ti by., OUTLET so an' Pn, 4U'1 19' IH- l904 99 L;11 - 4.2'1' le \‘'� r�r ,P a m a * r ti .1 I' 44 i+'- 414 ri An ' tl STa. Qi- C TO 3--33) SC, h ` I E. — r Li 'e•s-St' (Ail) 1"=6' ' +- crfQ 11 sr 7.07 e 74' FM'{ti :44,AI I . a" i :I y' .re .v e.. 045",4836 57' r �JI-4bS4.4 CE.) iTOn+r 011L=1 4 T: M-4a,SCA 16 Al? 'r t'i-4?9 CI,T 421 STORM INLET 3, 10" 1"1nr. .Ia4(0!� e r Q'1, ,tt' 4,C) Mfg I riss ') r'$*,ite t5.! �c CUT a „ttii� t K15TIP'1C, mot., k -,t 4. — OOx 'Pq"N14� d'' PVC, % u kitai Nu srL. 3sin IV TYPE R (SUMP) {iMM-4903,12 e IN.4d9t73' (N) Gui - 5,35r' 1 S' RCP - Sb "S r..� c - M ''P'w,aiT .,._ - & rob 2.82' ' fi 43 Y 'lye/ a\ \1T in maw, lb \ ast PVC Salk l' KkFi4FIETt XING %Al- Kt rail otiC • S 5-00 Ore 000 s 4 120 4915 4ii1C 49Q} 4190 il®S 4829 � '. Ti R Mr'�, ier) IY .7 32, atV-s44111:1443", CUT . sw .4 tf a a54z igatrifitar vethir Oa :1A. PI IaAI %frig IG_5.4 fir 18- iNa49Q600' Rao AM lea 0,11 -r. 16 'r `Ul irre (51k 0+00 TO 2+35,30} SCALE; (Hi . (1/21) PROPOSED --a" ,IM a STQK11 'RLE1 It 1 RIM -e4919 svr if NT=490,28' :co ',, ar 18' RCP •-54.5 Um 0 CI NIA *PPINercit Ex, 5-tlrc 'act STORM ILL _ .: 4? 1Sa MC 4904 49 Ctfi - -0 21' INV N ■ o▪ n IV 1 fk 1 . q 'ti Lir iir ST# I►41 ET' O-4 �� T 58` 1' Rim -4910 r.4 1/ lair MEN 41905 t}0 1,4* -e a PIK 16- .-,�13-4 rte- Or) If; CUT-1_tii - err ..f rd r a� MITE -' t c " a*so 1 4 KEY MAP I. a SOU n 1 LIM lain woo 4100 4( O) C iL Pix I -f 'i d Y ; ft• 1:3".Thfe I W >5 O 7 0 -09 co t .t S quit; blank 6/27/21 Page 48 of I • qI er T CUT LF C. 5d, -PRN4TE. t Ort1 II'I'? t,lIl_i`��.S;a'� ChEl a s� �M`Rls� ,r,• '.i3 `— a Q4- -_ — R r —S _ 406_ _ 4y a- r kz r1---� —4111 /.�D _ . i — — FJt8 :0 is LIFT STATION -yt-bMil b4 nV--4fl03MI (SW) - ISCRT•40:11 514:04-001/ Mtn t a! ti..;!' t Mtt;' 6' *DC Cc' c f 1E NED cs:J4NEL o l 0 17* • ?'ND £E S'Iti1IL: {. J ".tn.,4r/ [2p$bta• 4'11 :h t.4 : *' AL3JC CR $. Jr iC • STORM SEWER 5 {STA: 0+00 TO ?+30) SCALE: (H ) 1":3)' , (v)) 1#c6' RFbaPcfc.fts OROuND -_. '44 'sr - .``a.4 kJ 4 t -Alt": -e r,11Atj, S1rYY4E INS 'i 4 r4114 , -4•o2•5 UV. =4: } !b PHI; It CONCRETE ifratai SPILLWAY q1! d, rim ate/ LVI LIf PONV i!'J1;&r WWI. *? ., ' CitriCHMIGUS. I4T3 fhS1Ti ROAVICt. 14th' A&©tC CR a.I m 4 It I 1M P ri • w Trie 540 10.0 1. S suit 11! , ti r' lad Ills 441C1 IWO z 0 r V ! FS co z C CO 0 9 n ted M1 S sat FIG STO4 )ut blank. 6/2712( Pave 49 oft p 4/ 1. /Jr." ,e , 1/ ft / tel e-0 01 'frn,_ les N-4 a.8.3 s7 (r E, . ' `p? ,.r1";:5 V OLCLL1 '1 y:4'a- r LS 4 4 - 0.:`.az `7k&aIi'Ai, Ma: le mi_449#,QQ' (SW) "c,*i.1•;�J_ 1C_ 5`y , `391! 9 w4„ 1 l ', y i •t i V 44`74 • t - 1 .. `'4. ` pee r&' r -c!3 7$' (SW; i. I. I! d • l SJVR4� MM (so) ' sat('s •iiiblet d IV ply 18 di im- 4.885 14' oil- - �'— ?i. 'o' �' -'ice C( cV1T - *Jr p,1r r IF I e" - SiCRN TYPE E C y,fiacii:o i e'e IN=48885,41' ;tor' 1 e' GUI -+d85 .ir kr NC` f r igoo TRACT 4 i':' t}` e °65z P I ran c i'Sa ) 'Om 14' IN=48€5 77' I.'Wr r,4 • 'a3' 0.1. k4.149 4 " CPA a LOT -�3 'I el it 4 y KEY MAP 1 4 rat Au.0 •�. P0c. F av �fra,t Iyv' st • tes . • r 9 .' r�Ot3i.TE T 3 0 i4 Fa�46`84-a99 NI.' • CA.r: LW. rte :Siff I a — 4 _ : STORM SEWER 8 " . L I• J PRo4=o `•00 op -CI box 1/4; S1 OR11 m4XT IS c P4t4--45 O7 INY' $ —4862 6'' (NEi - 4 ZI r 18° h�P - St'_ 4t a Q SOX ' *& rMt' le- RCP - LU s 0.504, 'tis 1 E' r + wort mcific to ord 0030 coif r! STOPS ':.'W -&sat 1!._ tart, t IN=aa85,41 (SW) t'&. 18 ours4535 31" (E) CUT '- 4 21' (STA! A: GtQO TO S+57) SCALE: (H) I "-3U' . (V) 0.7:51 5TOR14 INLET $ rIV 411611; 75 pI • ,-.n' It=488.'3 77' (W) INV 'Q oUT=.4 e5 e? (NE) C l,;1 . 4 J 3M _ It3 fit iiiPC .lrP Tel 1W14tiotil$t 1" i : .WSala EXVSCWG GRADE Is psis; NaRiNATta 4y r STORM INLET as y ,M,• . • 7" . :J JAW *42 a-.• 4n_ 4 Asps X51 w tip.04:150-41i e i Liu cc C) U) co 0) RED BARN gear nil $To5 )ut:blank 6/27/2( Page 50 of 1 I 4, — asira. St -SW S —��.— L S. s _a' i+c& STORM SEWER 9 P CC _ LOT •C ,t e. a or. .;rA d'. •",z 7 . • SAM NH -'+1 STA 1y.44 I' OS; ;.j'4.CC MARA.SCHIN0 WAY e —4 —4—i `! raft.,, -'rte I \ , 1 113 10' - 165..; LF i *Zoe 152.4 lie _r..f C 4..0O"‘'PRIYA7E' ki 1 , a- Fti;P -- v9 5 LOT 5 mil_ INT TRACT Q t$'RCP n•3211 ft a ri i K E Y MAP t_► 4- a PORN 9,8 415- LILt �Ird-4'gi'481tP INb t$" Ir -441 79' {'E;`" INV 1S DU" n491259 ,H; 1. ,C jl a ±t,.aki- a We 't —! — 'se SiA 2. fla,tr - -'- OS: 1? 63) I L 20 i' SAN - 3$4 LE a 1 STORM/SANITARY SEWER S!t" aE'CP "- 24 S N STORM Val4r 9, I pa° of !WWI . INV. ' h' O la f•1 L -3D" (C CvT .tt,4' j40::000. HERITAGE CIRCLE •••••••-11"-••111P•"-111"" 1— J d" (STA; cot DO TO 3-fta;) SCALE: ,H) 1',-30 ; stir) 5 a. 1r' a s s. t.. 4 , 1 .I IT • d PRt'}Ft5EC -41- 12" RCP -- 37$-3 ._31.11-giL --ice--4.^-1-- r $TON41 INLET t; WI)! Fr raw TYR sulirre t, astipa1F2" r —iffy 12" LIJT +' 'is 4 }• .v wY to' 1 la t —.'1i r iV 3�,uC b-50 ant& all ▪ SOS * NCO AMID i1 'on so Sr r'"�*�••r11611, ,' d1t1yyr - . `,1 • 18' 114 1..4314 67' (s) INV 18` CUT-49ob T6' (Ea CUT a 7�wall', INLET 9 4 Rliiimilt91i 53 PROV0SW (S1A: 0+0p TO 3+85 12 SCALE; (H) 1"=5.10. ; (V) 1"87l6' Aft. Its- M2541312.90 {EV, ctj 3 %in in $MOO dN ci4 F6f!-+4'il 6 t� PO' " r, " am S, 1144 +_ _ r t 'K$1 °P " ser ' i p9' tv-491 t1 97 it RCP "+ ,/� 1�� "9 �I T t9 'J l n� r • y y L1 .F ��.t1� 'Summit' u.s cut - ,r 7$ I≤ ' " - Sal it ''pw " c WIC tl�f1 5 'hq SAN NH- t3.5 •., RJS A -a914 \ 1,- le" IN= 4901..1G" (w) ti,t 10 7UT="1.909.99' (Er I(MI1r 6" OUT -A900.99' S) t CLIT n 1 5 30' nh it i =1•; 1 r —ir sm tali 13 12 M -d9 t 61AS Iffy, @" it'd-49[O,1S- ;pip r 4+1Tar4SQ7.38 Dia CUT i t1.k4` r a IINw ' 4iiAtl,921 - _ . --M',' $` IN -4908 14" W- et!), t,' " 2 • /l. .X 1 r 0 r 41915 4410 4905 J,.}ID-!Q 4895 rC C' Pa1/4 C .�! 9 4e •i K5,F=ea C Fi sn u Ce 0 4 co z cm C IAA Is& ,tar ,, ST06 Hit:blank 6/27/2( 'IGit.L ;L. ) c1 ,*_na 1L_ ILI'r'1'sh: affil '.• LR9tl"4L .r2tt 1il, Pik a ^raper :r$. ` #:1 rT/ !rimy "-OA_ *4,3 $I -`y, �kI v � NI. 'fl II yid iit'= :Nov .- .r—: "? S ,ffir 14: L, 46. • a y yr 1a£ I 1M . , • �• I. CC I 1• 1 I S. er• • I f S it I TRACT ` Y{.. "� �! �i •sm wwwr+ �i I 1 I W• 5WIVE lEE •SYeo..t IdLic Jr CitsagEhf 0 C +.nililil. S+}b t 4UT11,4 IRAC I go' x 1 LI' _c 4 I! STIR 4++cSin r d"SAN - 133 3 •' ira ',tog ; _ P RP.Irr� Ys POND A STORM OUTLET 4 Z4`. IrMit aNk SAN M11-70 :I4' TYPE iE '- '"+"'1: OS; '- I tr.' b t L M 3 a-. sk e A. 11 � � .�• —� ��+ s� ;��I� u —s � .r ��•a �� C htQ41F17 VOLE Cli a LIITr1 R 14' LC £AW#E41T HARVEST MOON ROAD St e tQI Tit'• .#.50 SCALE, (h) i'_30' : tv) i.-4• i " -a- 4 ;.O1 ifeC (AAP' v Is I'M i St iOrtivseti a 2 LO: 4 swwti IE=F (- La) SAN M14-28 ad cr - t5ta 7,1140a -In Th i• r *i. sit sar-' 4 1 •r u :now INLET 4 2 - i 1 )5' ;ENO LO T 6 r _CJY t1-.'est.` —3— leinthd otiof A1xt.Z711TViLi111L' 7, 04 6 mi;-4890 cad • 111 CO C- tir es Ws 5.14.14 r. aux tar_ IA Do PT Stet isli 1, 14 FOP, fa Lk Ic 1 :JAN k.V1 .r C onIr•Ci+�r;,t'I : I IN',. e' QUTt4E95.ar 4 ) Cur = ?.03' Mt IL ua loaf d NI�.,1,1 LOS rt rok•fi3til tat 61•• 411.2.112 r 5AN 8Y•t-2t IRIS =4962,53 + 1W ID" IN*014195 75' ti' e' m-+995 9'5 1 i : w R- Cllr41595 95" ter - tr Page 51 oft KEY MAP .._3--4- 5. 41111 441e itiOS a.: 44-4 ,a y ;� 2 3 R /..SC Skit .I £'4' fatt z 1n LLJ 0.L 3441 NC PPo i nnit:blank 6/27/2 Page 52ofI IPA t, > fltit *', 'OSA ! MM. "alit R.Saila -l•, AC 1 LOT 3 :" :fir ei7,4 ' SAN Sir 4S DIA rs1A H`rf4 fl — 4 —, :1 %%Wit : t t 4.,"P -8 2:. h SEND (3 0) Y I 7' :� I SAN — 4tS6 LF 8- SWIVEL ICE (5,' I, t • rte/ �S�/45. t«, .4`111-147 's e. Lai I NCYOEft Ut 3E€ SrsrT For I 1`2d ,ter CIA anclar 10+20,96 I OS: CO 00; 4 1 L0' 6 warn agar- — - -7.s" LOT e trt iW *DIP EU a N7 OW NHS. I i CZNATICHZ ORE TO RQ4'A.IIIE U e:4i OR PLANS 4:VC r To Item QF 4440 SIANVARDS ANLI 5P£c nCAThor kiEtrn7TAMG 1W c nsal.c.non ff AU. mac wosisav ADO LIMY +44 0v0 Kn'r5, t.TEST 4 liG SSW 11501 Fop sow #iikAs grfla yE mei n *r—17—Ylin- $s4P#Sa'e APE FOR Rtrt-RENCE T REFER TO FdN.St- PLAT FOR *0fiVONTd1 Ct1h!:FC1� 4S C9woCoETE Oi!Oa^ iNS ARE 5 MTh era H SAN STA 13+41_71141 3'Nnr'EL TEE wC tl D CO) w 0. P =r - 12440 :A 1 7•rOQ SpfilY - 321 r b tha 4drlrrr4d,lr.l1 1- ami 40 Yo LOT aa, t ��T S rolari -. t^ r_ .723 sal rYPE r • ;:.V' - HARVEST MOON ROAD I S hA 1+ tiCr �'�• ", :,•Iru 154'„., ,y i %WON 11911' 3.0 . t`:ly• TYPE e ... _!ur- LOT I arN i 12 ' _kt ics qtr 'SEE SIC Pwir Ii 25" liErattii : F- 1 a" µlojilta ( iIt , SAN 4+M —is aIA ,rti 44+75 67 OS I',9196) R LOT KEY MAP 4ii sstal tl LOT C 3 LA W trit A' S.4* NH -27 Rw=4.90 .3, 9? -r� Infa Or IN -4605 J4' (SEJ INV 40- QI}+=4845'5; (4V} CUT = 9 v SCALE: (H) 1-31p� : CV) '.,-.1i, PS SFS 04 MIS i th t� Imo` abta t Mme Nesr, tit 1141+ MIS11� ',km fl IL M&i 38 'SAN *1— 26 tult10•#.°143. B in t it 4c-i894ag (so 11'n_ $ lr-4495.0E1' 4Gw) INV 10- QUTs4844S 091 CNN) GUT = 4 U,2a. �iF4'•d 1. A v J l 0 -c rnaas lie I — a PT. sow 3 1: Wit Mall __ Su w+ 25 Hp' I!? IFia#83* 21 g r -'io V- IN —.+464# 4 INV 12- OuTa+489#,41- ; •qn. GUT lar ..N -L1{04,', Pea 1 aatra1 tine r gt Imo !di um= 4893_81 Na- ' ` 4.01N-4411-4.`. IMO :1.1i n F c . 4.1'4 .r4 PPC2 m .t:blar 6/27/2( Page 53 of .1 r y Nts t. .' A a ` 1.- . ' 1 • tji 2 a Lip JE iASSN kh .ti I r `tt 1 M a ' 1 2 b' r 3 0,, d- SWI},kL JILL +3.y. ( r Y k SAN Mµ-22 a'. CIA ,TA 1 El,+D372 O :,1I40) Si T LOT 6 tA4a� t 1 lb' 4 S amantedit 1 BEND 12 5) 1 O Mdt!NTNl5.L +e C r ruAll i Gurtts ai• _+ 1 415. ii¢J.rrki I SAN RAH -21 4irt 01A 19+14.31 p QS: (S 8$1 fr *A tut ;)*no ns QL +i1,0d:'112 —. Ft. flay nFtq'j; mei r 13, MOSSO LOT 2 3 _1 LOT LOT $114 4 0" LOT 4- Cfl Ca a r 1.5' Utlllty £,aiemen I o— 'hat - s:�4_.5 LF •_ e 5 = 'Am 15' gma1t, Et alert - kR 101 Drainage- and Ut�lky E-asamarrt i au 37441)C ing SON co rattle. ,AY.ES.S oTHER1r5E SOTwp K'i Ta M i ON Pta n5, r + F.i.EYxr14,4$ ML ID 511.441.+*( U caw OW PUNS REFER TO 14*4 C ItAD 57ai iValn S A►iC 9% ADD ! T1,E :X1M51i34.ICr19N OF a pa?: Raba *WE MD LIMIT) tiatiiCAIEMENZr• t."1E'M a BOON NEWT Ta %rat RSG1 f1?R 51nEEi DETAILL • W.011112LFNE AND Ammer -tom' -Tiler PMI*$5CJw[5 ARE Fat $j utrict ails wry 'e Fin/1_ Fla rOP 40,47.CINT.r~L QM TTY. to Gatd ZRETE I3$O & Atr$Si' tTtA.E jyp1H .10N RECORD EXEMP I ' TGp11 INLET 2 D ate' r I ^n. wit,: iLIF!CI t:,w 111 :1[ jer E45i71EN I ailMM asmaaral fir _ KEY MAP • 224-4* 2.3+OLI _i t EIS -&-4A SON paean ▪ ;e,-i'`cw INLET 2-1 ,." TYPE R CSukP)) HARVEST MOON ROAD 1114 15+50 TO EC A 2iaea? n: SCALE: (II) A "= 3Q' , (VJ 1 �• US TOM LOT 1 is NA - a,� r 04L �r � cps. 10-_, 't' _ a —a75. {,�sfl' c O5: 4MS-A Ttr 1577 65 '.. F ie w4'WWi,C COUNTY WCR 13 a S'sr Wet gal ta M G C WV' aa? _ ai I AN iat -23 t Rl lles; yl0SO I LIN`r :�a h —+55S55 (E} IM1t :6- ouT..1bo3,05.1 (riw LVr� •a' '- 1 l -.j3 R1i1!a4Y ^SA L'11i9'. I5 AN -48)2;91" Cr, ftfti. 9- .11794893 1' (S 1 rNY. 15' oUT=4a9 3 11' (W) air - 1;2 c.6 PA Daai 441044 art 44 lit as +WO U' ft a ail? IV' RC R STORM i Sm- miH 21 -:.{sta'IarF I *� 1 • ITN 48% i (E) it+lw 5- ouTw•tesZ 74` ('N) Cul 10.59 -- SAN w�-- ;1'14•. 15i 1Glt1I=91, yp . art . r 4115 fa10 41CC i y a d .4. p 4. f l �.ya e 1 a i7a<r tll 211 1205e M C 6 iD 1$' et T i r { cm L 1 'r a :3 -.we Fat z C to 0 (1) CC co - n to � Q uci * Mc PPCI3 )ut: black 6/27/2( Page 54 of 1 1 I§Ata 1.114 I I y: s.— IC aI;J J L Is; ACT LO- i 31 LOT 2 $AN UN -f 411- STA. 1r' 4i/ - '' a„ pV•O s 1- - n • - r • 1. 2 +LNG t -X- 3 tOT 4 L(}T 6 HIT 1,0 1▪ a• ' TYPE R 1 �sr DP' '.3 44. . .`t 1t41tt, 'w; y 11 Was b iI r t '- — m LOT 7 WT 8 *81 Sr#amoc I! '2M ;a11101L a IINLE55 limip+W t town et rimil Cot FLMS • ALL ELEams!' b 14 ft.'Urfl.r`''€ V 41 N OBI M AS i INCIE6 7D MIA Of WAD 5= MOMDS km) SPEC><IGAiross ..•GoiRpddC 1HE rn+'ds' let1cnoq Or k&L P1.143LC AOJVa1Y1V1 AND UTLJTV AiPRC5[H0NTS, LM?EST EGhCw a 4EFE7� set) 511 itr%h FOR STREET r• . Nww.RutE Aro) h*C Il-c4r- rm. 04.104504% NM FON fifftieta:411Ls.r MUM& TO MAL CI A: MR KINIZIMI7kL CANTxar 5 CcNIC9E'E IDROlsr`PM4S Me a' Wirt* U8N OT 9 LOT I? LC T 31 KEY MAP r . 5Ck1' a 'Pt SAN Lie 4+A4 3tDQ S &ATEfi! T'(P; 6-0C 7tav veresssi p —t —p —k -a -teases* s'nab sstaiimmilla>—s—u 4 -meal IIII•Msna=asr—a�•ate• s r TRACT • z WI � 14 Ilk i74frtir 29 - bah L C41li0 INLET 1 , 1 0' rat R r:kt+ L01 4 R 5 OS; I..U1 _!: " L. i' ED BARN ROAD LOT e LOT Lt 1 :.sr •i1 t OC ' c St UV; 'fad VP- J. I8" pa et As •.44 Gf (-WOO) C r HARVEST LANE 2t stiEr PPM 6+00 Saul ias.4.1#14a•Iviel 'SWIVEL EL :1..• dir' r _O JP .Sark +++ll fro, )*44.4 7 P!ib a iM1111, y CC Oa. kOmr P. 4•00-51.4 SAN *i— 2 RJJ4.4906fl ,. IrMa'.. 15— IN -48$1 37' *Tv IV our -4891 17' CUT = ! M' SCALE: {H? se- 30 ; (V) rag' - 4' 'L`€'iTs:4:11:INAT ., its E • ob' /N LW dl!►4 d"Vt •�i6a IL 11010 SY& Ira mei n ILL I 1 .. c42 tor . R#—+19119'.92 QQ'lu. 15 IrF-•489b_89' (w) INV. 1 Oa MY *SIM i (Ni INY 16' cur`-0e9s.:r9' CC) a 4 49 45105 • a 1 44X • i — hi 4- 4' 5.1; czn c s co co !ifs"; vR tU `oz . C A�,y+ w 7 0 5 a on v) C co p !ii CC `7 r1 r 641.1 s. PPO4 )lrlt:blank 6/27/2( W u# Page 55 of I 4 ' - • - es -W ,, --to, regi ors , �o. rigepr Ia i-r LW! eft,• i I -`.a_ > 4 L,r ';TA -a- 11 25' [kW (1 I I -ti e4a,9 116 dCri ,x 9 1 .0400. � S ipa ..rl.eAJ 50 25' SERF t SUNFLOWER DRIVE IR,* r _j 8' -NA1 E►ruWEJ 1 '.. P,a1MP 'Nil 6 „ "1a' rli;*1, F (5u'i VF,.. RCP SThn VP NOVIIntis auger ST> a. 1 1 r- esat a; Lit t M - se 4 II I a" 1 1 26' SEND (2 Si1EL TEE tI,44 11IA (Rur . 11.29' &MD (2 9) ?a SM - %4L-1 Lf A• N wr T -e 46.1 13IA erctA 13+43:91 Cis (-1ta_29) L spat ralita 11 25' FWJ'M i.(R" tor-esed ate - LOT 20 21 TRACT e7'SAN — M19EF or r -0,15 DIA - 1T+. 14+05 ��.y�rDel OS, O 00) 0 esete X104 malit_Ast tarn • • -S 4 e ML. ',ass "il ss 11 15' d' LOT •yr LOT 22 -154 r RED BARN ROA Lids SArti v,-4 45" pmli STA OS! ‘9-19) R SAN Mi yi r Y^` last Ito'r; as: ,10 (110) F! LOT 23 �. btSa TO 16+5C Oat wrict3/4 see - ear x� flak IAN LT ,'i .t - W,. 7 sor SEM CLI) r/ et-PPr LOT 6 ! ire 7L" I KEY MAP 1 . 500* NOTES: irks. Wt&V hirCl 414 �i fti�ttC36r1�i . ptPt111n■Pi;)d rIWO= 11419.1) Ds NMI! stri API NI irk Cal "IC • Got 7 ea 10 TOdei COLO I1 w. ++Ice's 4I%t 3s11X144,140Y 11A*Yi PIPPG 104 APC M► 41M' io4•0411 s it, Pat tre;i r • z'%.L 1 e'.asi ▪ .;;AOFtAust —: Mai I'M -wxt- 11siI"[.''81a3. PArt FCC!. 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LOT U TRACT TRACT 8 SAN WI -2s,, ati•s C ' rTJi f/ 32 4'34 211 1. c1. 116ino) R LOT LOT 2 so 15* RCP STORM INLET 4 i 74. TTFIE 1. ;Is B' A'Jit�11� F� r. RM Y, ugair '1 Lamina a Si i. .4, - fr IICAIA]:peI C tag --T s vim* r. LOT n g' 11 25 BEND al STOMA INLET #, IC( TYPE R mn' ' LOT SEE SVEE1 �i x#V1e "S i Mai[ S1 . 9 LOT 6 1 MEADOWS LANE •s (STA: 24+6341 TO 31+00) SCALE: {H) 1'— )O' _ ('It) SAN YH-29 at :As OS: A f-'i. .{ t &.'h it; L. LF 1itr INLET 4,C eieteld% TYPE ei tie LIII 2 SWIVEL TEI r(_2.2,r 1- 26 ..r DA STA 7+Q7.99 L15 (-1001) L WATEPUNE 2 III LOT q err i a-- ek. NO TES: 1 J4LL Sm.1AO.t6 is OW coalman UM= OWERCE rc i€D X4110 Nil OW FLAWS ALL ELEVATI QNS ME tU fLU'M1tcEPLAItS 41A.M. Wa 0T TOFW 4i' READ STANDARDS AAP SPECIFICATION REGmDWG ME (OltSTORUClION 1F 4LL PUBLIC illatatA1 CMG LI'u" DPW:41 1104M LATEST Eirgn 4_ orrrR TO }aT MCA FOR SWEET PETALS - t aNTlAME J4tt3 IIQi1-of-vuk9 ■gliC TICKS MC FOR OzEFINEFICE ONLY_ MIER T9 FIMA1, FIAT FOR HOFIZONVA,I„ INTS._ ti COFICalt GROS'r.4TMS $& S Wind u0IS law a) s C - s-" wa— in c:nt M— W Liu cc r SAWN I1-28.2 Fry Ke.r+91IGraf &at. B- IN .489B, (F) ! INV. B. cul-4896.3.4' {W) (NI o 15..94" f Stis *D`!RIl. * 1:W- 1'1fl�I"a $eu u1H-22,1 Aw.49 ti t 9Q --N., 9" oUTo•1,8.96.3S" (E) , oh?' S` OUT w ileit. s CYO CA/1 . 15 F,p a 41 :aft 1 IILLLIMIMEC SAN - '.C3& LL M! -CI 81-3L • or II _ tip ap TO. RCP ARIS 4930 4925 49'14 1010 4 a' r 3 xi e • I I •61. 23‘0.041 73 M oa )41-60 Cc Agle 4425 4ir20 tl•y.l S 4Y': I 1 W aJ k CAW Ari PP13 nit :blank 6/27/2( Ys 1rU' tm 41:4CrAr:s !!Mild "a. sp-1 1II, at Y.(01 I t tit,I ,• a I i i i i T t r I 1F l • • • s'hi'll. TEE 44 1 ` LOT LOT S s C+:Wt47t v I 4_QT 4 LOT LOT 2 A' von rail ilmemeaS LOT 1 011*RWSE idTEO WON) Cmi R ALL EIEj* ION; MI TO ru3liume u.4 N old PLANS 3 REED' TO COSI 0C MED4) S:IRNtoinp' atop EWEOF a rraa 4'#G+AOML flit cZ4,SlOctri.7Z.n 0JF ALL PALL SWAGIHI'1 MCI IIEtJT? RiPaThElgiat. LATEST WI nail a. dliffri ' TO SpnCET nut nm STRUT DUMPS 3 MtE 1.4,4 YIIT fflfiiC^�-11AT Di4E/rSICMir5 MC Not FtEmiiht= QIt,Y IaEFEO f. ANAL LIAT CUR ArcontaNTAL 6 cc1 'rcTE cN�M1S eA£ IS. %D7$ 0Is sly SMELT PPI] — ■— i----.. - . r Wier -.—u u4asma+r.+—T' Zeal aN - ! 1.4.4t Lf 3 N r 1 4*OQ a 400 -.. - t< 6.04 !! '.1+I, - .-- r-.—� rS41i �JIFi-rlj$.4_ . 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'121:042 WAY e a+,> .4. s C 'md[E+'l.Ir4 f-. 4r nil NV :AWE_ ICE 34 LO' I scar `n 4 wpm jOT 4 LOT 5 LGT PLUM WAY air 00 TO END STA. ?t432i LOT P LOT a LOT Y LOT 1O 'Strati TEE 01 0; LOT 11 LOT if r a'vs5411 hoer WNW urk UR'i+l GWOraiTS P1* St *A•l:Mita a 1t �t UAfER Olt 41012.941040 FOR LU'! fisalwo WATER :425 45.24 C'A y X414 1--e..'=' tn9.6) tuf Or 5. SCALE= 01) 1-=3 I' : (V) i'¢6' FandatIS sragislkUpl ' I k" !S I fr..t'ei - ■ N WM-5 12 'II•49It", 3 it as -*171,29' kW) ON, 12 +.JVJ- *' Q7 19' i Ea INV., IT QUi caS07 39' ; S j CUr 5. 0- 1' -vaulted- t 6r Of . lie AIC 4i ag" 31KLiY1 ; 143,6 -IT .r1i 1O. -`a 4H- 5 13 iktrif r.+►$17-00 *hi -r out -‘4109 a5' ls) 1?" CUT .4.90'7.65' iEJ R4Y 12 d'JT-4409,75' Oki CIS! - 520 21-60.02. {6. aitt �.+p• kit ,'+�ki.1a11111 W M1 4.Y�2X• e !i4 ! a"fi1.i.n 4 al.- ' in • t � if, Lsdkla C: 4r • a I a F T i >v _ C r 3 rt '. �s a 7'04 ita C' b g g 6 'sr .t. PP 33 mit. b lank 6/27/2( Page 80 of l 35 5'4re Lin —',5 9 15 -ti E art RF3, '1.J IsiF LO41YER DRIVE 1 1 1 i 0' 37 SWIVEL rEe k1 '3) iids " 4 «Owe I. .co ctac'ER LANE - UNFI"OWER DRIVE 3 4 5 `v,c 's.F LOT JOT 6 %E f _ a• x sae- LOT 7 LOT 12 LOT r I LOT 1<1 LOT 1€ CAINVO LO7 t 15 LOT 14 Ler aka; we We& LOT 13 CLOVER LANE D÷0eli To 5+1 CLOVER LANE SAN haNt -4,,M LEI f Wier" STA ,4440 012 (—'60x00) a re 14 ;ON I puha WAY PAL M WAY ', E PCI PPM liCr I� KrY MAP mob 4445 4WD SCALE! 04 i''- 30. CV) i .6a CaCad AT 'Xi WALK t YG.:i V - C _d_.J rit'a71 eeLk.. i- i14 c1��6~�t ?' _son '51 40;04r1.gt, INY 17" IF.atJ472W kV? IT,?. 1/2r a) i-.4907 A 9' MM, 1 fi' S4' a is -001„ ", ES). Qs&?C" 14 7 I ♦-8'S Alt a •1. }�Y i crtalelk -r , 01 II • t «rte' 2.C. e a r 4'W d42; • We aft t' ' 0.05 C W w w '— �� Cn TE 0 a t C ▪ LU v t O IC 0 O RED BARN i r ..4P «_n PP 34 melt: blank 6/27/2( Page 81 of I ale WS -.' NB 1,w—, a 'rst> ya!i O ±i q IS plain Ss ere le' ar4•.eat a Ana as - WO "rte' rer" - z- s Mao rat-: y■ • — f u j- I I< _ ay •�, DP** 11) DRIVE E a SLJSICALLSYM •1 I It I r • 1 ' y; w ame fir •—* s_f .y1.s* 1 1: : 1 °t: 1 22. 23Lc I 22 8" ;rt1r'L I -EE th I) Tr1RJ}T BLOC1k (5) t rarL v.LVE (14J GATE VALVE (N) 7.95 rise. iceli 1 i CC LOT LOT LOT LQT 21 ,...1s. E�Sell.rl , LOT LOT a- salaam.S LOT to LOT 15 laCkatiaa ifiamil Sink NOTES: S+NrMR'(1 t 1tR FI1WHS 14ME comma CH COdti}11EN1 Al � • .50 141 LOT 13 12 a -f ISa- 57� `Y 1 :118 .i• 91,:rr r `7110. Vitt 41 —04hEStati • o•m6 �i• i� Lit1Atay SIP& i shit t I • N 13C 'f _F s 'a• -arc r 1 AE s1£E J7>23 SIMS-- - t 1 tea•-' S. i- aMM.av- It H'} IA. LOT 3 LOT 4 Ii LW' a - IMENLIM zia aam"a.sa�a LOT LOT 7 8 9 BRAEB U RN STREET c L 4-1,25 • ."� apt' as 2D1 S IJI' j` '.' Y 4 rm ItAlsesk PI4Ck:Ana: C 1I r, O+0a TO 7+46) SCALE: (H) 1"=a{I' ; (111) a- -.air-la 73` YOtIhT..B_[ !Ae it cuttB LOT iG LOT L 1T etTh NEE 9Hgr rrn jAA1fRltr VAN ''H --'f 4l9•' VIA LOT LOT 1,3 ,.y GALA STREET / CV MA? I a 2 = i rCoTAistE `AT CENTLiLUtfiC i-1,e_*%1 ("MK./ rl CrItErcoi r1, SAN IAH-≥A, i!I 11.1 aG 515 -:.I $- IN=48113 8' (pt) I N • i" GUI-IS9,,h'18 i,5} 9.841 .54≤5 Id at a" PT: Sit 1 - "-146+-CS" ')1t1 nYw r our -4910.4r ow 8- .3UTc4S I b 47 CUT Y `"1 k I •IL t 1 4 I—, 3141C - "a II Z ' c ini 45 t ice., _ 1 49X1 •a;. as 15 4906 co iv a a 8.5 C ;I3, .� i • DI cull!" if 1 1> 4l a S 8 z E a O U —Ipp st It 2 tij Sd CC ffY siatr Si PP 35 mit:blare Page 82 of I i i I 1.+r. __p. .Kr the i -1 I • I t-.. J r,e' Drainage and Utiky Eassr ant 4▪ 9:7- X tit • - 5; tratirtittl One USN, EdisirrssM !*r*_ iilt t !ay lErrilir- ' i + / I . l 1 a Metillta NOM 01 On) Orr Riad' 2ML ELEYATIOM5 IRE t1? FW*r6 U Ox 3 �FpTTO 1011% 9f a STAtitteditS MC' sPeorsCw:Tam flED.WEINILfl CONSIGN iCTION OF AU._ MILK MNDOSN r J1107 OrRiCeern8, LATEST 4 E�710fi_ WU TO serer Real ran snn DEWS • CcNTERU E 4418 AIGFiT-OF-ter CND Afl fQg MECERENCE J .Y 4WEiFEA TO FINAL PLAT FOR istORIZONTAL Catife .. e mecum caaszewis en at era uh.N PRIVATE ROAD NE LOTS ST& 0+O0 TO 9-Fg00 Offere49. Wt�liy Caternall i KEY MAP - 5 r 1C4 Dr'ainoes arid UUIiity Eastern ant tilt or e - r n e 1 Zoa -i. a Vgo le +L FLO SCALE: (H) 1a'3Q ; (Y) ct t$ l' y�416 — F a :ti - ply Leif,. Dim -- --- �_ 1 j 4 r S- S z it Cr I fir a I i4 r lecate 4900 �fl niia7 !A C p� ID VA! C J." t CLI t. ., Ce O 0 cr ❑D D VD L CO Dc: t t 1/44 C. r MET! N8 PP36 )utblank 6/27/2( I'a, I M I Ajar . J. 4 ■.mot so. -..rmlAiL x' a: Ci h Eit" '^'4— ms s es It". �774 ".. �F� l }+ref-r._'i— F2„ it ik %6' !1Y' �J a —._i -b .may ---I� • Oft . G ZWWF} "rim i I ti, 't ; ,Ilii rr - t'M �reiate 4 4' se- Ira }y 8.72 — 1 cum - � w a I I L MA5Tf 4LINE Sit x7 -*DO (SHEET &f a€) i °4 t f ti, •rA N y PRIVATE ROAD NE LOTS x'•rej.ir _ V--4rrh4 , f+ I;5JA, 9+00 TO 14.. aQ) seat _E; QN) r=3c' : (V) 1 "_o' pI IPOSET rxy *., M sue.; _1 W4 II: - J cite.' rEl¢yl tar9,6 4.1501} t 44Ib5 2 3 i 4 DIkERseSE WED tD w o II) ow ter. st! EIfvAT1vrK 7Q n.ael.u& U WI CAI PUSS REFER TO Mrs OF rep STANDARGs asp Wu:yam U REGID+IL TM£ cOrdS7GISUC71Dpi OF AU, Pare RGADMAs +rf' uIA1f? IMPUOVEMESiTS. t"TESf EDITION NE M TO 5 w R50I ran SAM 1704415 (2.1471.111uttE •sO POGPIT-4F- *a 5l S +WE Mt MERE NM ONLY REFER Xi FINAL FLAT V€li7'ra.1432ifrA1. ccan C*c'CYC usossests an 6WU. M 4 cars '1 ray :'+rtar ante I se a' 4arr,w Crap •asr c'I• $34)e 1L " Page 83 of l i KEY MAP 7•sur { I I IS r CVO kV& 272.9 5 OF 8' Plat Fri,. t : le, 1 �. nr` 25' • I I w' -t ar ; ear „.s.a. a" a = r 'vi a ear nt.�ls7 -1 4.V r 2T Landscape. Utility. Pedestrian Ea><ament 1 PRIVATE WATER LINE (ST0t00 ¶0 7+26) 5C ALE: (14) 1'=30 : (v) 1'=6` 10. :r+J'all:t•• 44.4"~—Ek6TIryC ,2RADE t 112" SW Et TEE (TY , .r. �,, b •-,: ■ t' Trill. , ris 24'4 i R ' 31 :_5 t# C eix1/a. 7 irmslESEIM Star FIEND 10 ►•r ,l', &LOCK it SW) ter yep a . 3 6 s a 3 I y _ 4 - ID: a f et>➢«56 *as as -513 2 Boa arg C w et w IS#. a-_ ,00010).! cc BARN SUBD C1 W N' M1 rr a' N f O ti S cep ct a, ri r =r r!rE 41 .0, W nil wa PPM )ut:blafk 6/27/2( Page 84 of 1 II A at a a t a -as •i a 14 a ati? is ella � a M ,%. Si a a a a a s a pis a a a ca t7 iami rck "NI - - 2aR- S:.�S W OTHERf'J[Y1ED fW 4 NJ ON PLiRS. All ELEVATIONS ARE TO ElO'NJ1* it OS ON PLANS a Weir fa taw ' %also sF, tm% AHD SPLOIRCATICH RE CMG THE ODA SIMICMCIN CrALL PtM.+C ROs:DInt Alt k>C!Y BrPROVEVENLTS WEST ✓ aFF * TO SHEET RS:71 FON 5ITT rants ITai iE frets flGi4T-aF-*AY p▪ aressiovs cat rim Nuratu WIER T{] FIr1AL PLAT FOR WE:RolmAL axon ✓ MK:1M cgOS MIS Ant 6' M 4-a N L� V a- i • 1 aStu G Zi t! I • KEY MAP i SO �.r a a :r PRIVATE ROAD E LOTS 's A. ria-,X ttr. amain 1 r I PAMTCNUP& S TA 7+00 (SKEET PPM) r 4 ItRn1 Mt 4S. 1)i$1- iiletir4i9& ati rut IN" iii ^4 195,55 (E} :rl+r 16" QUTa+l9 b' (5) :Cif! - G 90' IV' RCP SCALE: (H) 1-3130* ; (V) 1'c6' CiSTING WAD s - sallgaCtia, fro 507' 5litO,i y1H I ti DIA R84324905 50 11 16' 4595 9.3 ' Sr. tJ �4'1�f1 `v1s 91-n -, J t!i H its Is reary,.•e• F.�. cur_ ■ • 4:r F t sr Esc' 4814 r k r De b it VI .5-11,70 a. 4 k F- 4 a O$ cni atilt re c 1r, 0 co a li 0 2 4 3 n pair Na PP38 mc.blank 6/2712 Pa e 85 of I i U qv r.• tb. � r rx r ■ 66 r! Liz —w � i as��. �_'fi t1 7��IrTT��'tom'__ lila NO. ,1+I at PRIVATE ROAD E LOTS 7 411; h } DiTheI ME Ma1EP till OA} QN PUNS. 2 L LLj AV p; ME IT) F. tilikLE' [Loss on PLANS REFIR 1fl IrA ri OF 11EAD 5TMOAN }S ,IJC syminCJllKi1 NrEGAnI?rG It' LCkrsTcRit117 4F. ALL PUtN C 4011}SAT Art UTk1 fY IllP9OWIIIESIS. L 41EST arum AAEFER 10 Tow, FQR flax DETAILS, 5 DENIERIS& AND #IQ47-47-IN1A� dIMEJ4 S 3RE : CW REk'FRel 4N14 Writ T4 FINAL PAC MR HQIII2D14f d. ti Cc:MCKIE C ualS AFC 6' *pT.r USN SAN y4. 44:4 A 'TA. r {1OOO) trGA. STORM wt.Er 1,p�4►_,�?� 10 FIFE Ft - r WEIr % I 41 + ter` jr. a./ M KEY MAP r- I n4 SCALE- (H) 1 "a30. ; (V) 1--; PR"JW Gj&L CROLISi;L-N, - alq Nip r L t • in 494P aaw a C Sr ;1) at i C e4 9 sin .t O' Tt t' ttil i uL Aut:blank 6/27/2( Page 86 of I F{, -a I,al gan Iowvtly r•+.•+esion. ti1iltt Je•n rir} tliiekl Yrdertbatit)P3 1-2J-li I. sill tie f'iaIYtiiL l� rl�fi tL '4111.�ti !1#641.1 gy-- --_ ..___. 9 - .MIia !Irtr.l INN, VI S I,: Ij.L�'t4 r�. . .1% A. - ;JI ♦ - — n# - , ' A • � • • ' ,�' a� a - • "=-= Ct(.w /ate., rS4"• II" r It ^q i-. _• • __ = w •2 _ k !' w L• . I �r ice: •�. 9it P IIJ. p Iri . 11 . 1l -yea,_, ._. _.- ->. "NT la! 11=aT > _ a.4 -a �!'� ..3 - _♦ z •. . .iaa a[ r fit war wz: -s: • I ^ ,. e __ .. •f •1 �� fr . t t ' . I i� n •• 4f I -^j IjL. 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NOSE, 11116 SA) diaitOen wise glrniaaafy platted its: r • L'at O Reerirtal Eten Ina+ ►ea t2p7-24x01 ita:417-acs,, Rreareea +-vase P, x,017 el Flreeplkln ha, 4J258.50, henna n pal of thy. Wrtheoed Worn of Section 24, Teatcap J Barth, Range 9,8 Ypai al the 6Ui Principal tasrL-Wwt, Courtly of lltde Slott at Colorado Alit: Lot 8. Nsicarsao Eisner lion ha 12.4}7-24-04 RECK17-00'97, Raxtasd October 19, 2017 at Fier -spike Ka 4343667 man a pan at the Soulketat quark* of sacker 74, Trark 3 math Rorie 88 Dire, et the Sr 14'sacapd ►airs,, ;.aunty of rbid, Slats a Cotner 0/1114 • 5i'itir iit3 Pilesseie taint revisits Allesyipe njti 'r E Lai% 1 lrvaa,+¢e o- Black 1 mil b. saved ay .udittpaol Scott 5yatsane ui appra.tsd by Mat Vella Corset/ rieeitt Deportrnenl '! ALL Outccct Oda Treita vita 6i ,.meta Cfl4 inaintausard ny the I4arflinen itML Aa,firat:latlhl 0rta Ore ninny ri■crCulel as Grainog.. tFtdlly. Ia,rrnG■cups lint P•datt,at Access Earitfwta. Dui i EYING CEdRTFCATE Steen Jon S4encei, A Rngistse d Prwrrrwsiarief Lord Surte our You trio Stale or call:Woaot eta Neck canary thee tar PrStms+ory In1at liar teams listen e a earert dsM/aUan of rho hereon downlbed parcel of hell r levees es cstlllt that the Prdtntnor) Pier■ Yap ono Seal aatcrttian were peopr=ed unmet m} psvat,d superman cede rlazcso Edo opNimale Stele and :olerade nequwetnsnt• ran the ^ day' of 2r+ Prepense 61 we •a' Smelt 0F. 04TERlvILL .MoD otnrdc, INC 1 tP Name' Oent40n4 *n.nw +. iaa+W `^heaelt 1:r ort0: sdw {'bet thorn as Aiwa ::arr>faua wilt toss: C%af. p Yf< iC"7 &Matti ciao M T ZI hi A$ r i TRACT NO aoaiPAE ff)oTAGE I AOREattf ?flights 7' Aigi ItesiLECeata . D:J1≤01 a l'3,st' ie Si I69x re i OdMCT 4: i. -sb,701f SF 1 12® At AV Tracts and Outletbi snail be went and mgmtcenedl by the Nnmagtnre itdanelatlnit and are ner,ppy xfidaQtI4 .70 DrCalCp4. J�afiy Lear. an4 der. e Eaeernsnry OtiTtOT O Vale ;,r 1a Snit AC Llu1,vT C I1?.a6at Saf u.ibx AC IMA,Ci * fa'>wxj's Ire MEatl C TPACT d 279.2312.5, SF 4.4►g St MAO , fi9.747t SF 2:2Y.t AC NACT Ci 22001± sr &Lids AL 4 11'kACT IL 37,n3ilt SF - 0,n7s AL MAO / Il#I,.f77Lleai S4 1.5S,k ate RACY our 19d425t=. SF A4Siti AL *ACT ■ We 1.F 1 I EAT AC BRACT it,S7St 5 F i S2i1 fir - a r 1RAGT a 'Maul '3cf 7 123 AC , IThit'T t 5r6,14.01 it 21'02 AC TRACT t is iAJL'. u a 7as AL TRACT it 29.5644. S F 0 a ' 1R'4C' Ili 1 — 3an+l3t?s Sr 0 Wm mti: r— 1RACT 0 I 1,.4905 Sr 0,U.St 4C TRACT 4s- 1 7,1232 Sr 0Dis AC 1 K tTea.T t44 iiaeProdle •Q- rat -lust wn'iaoar Gilt pal ante- aara' Waal ay al VP Lilt arum On Wen neon Air ANA Sit Son arch aniecL *a no etaetl, mar lief coin bent ass sal daunt a to anti D's- vaniie -,, J •'fl den um Jr kern ter Ikfe our n eataaoies in i A sueDrAsION, 8EiNG PORTIONS Of SECTICT 13 AND 'SECTION 24, Idea ^i1P 3 NORTH, RANGE 58 WEST OF THE 6TH P M , ANC} PORTIONS OF SECTION 18 AND SECTION 19 TOW'/StilF .3 NORTH, RANGE E7 WEST OF fhE 6TH P U , TOWN OF MEAD, COUNTY OF *WELL), STATE CF COLORADO AWLS. VICJNITYMAPSCALE t`_T?Uf3 f 1 CGR1lF-e A FE OF API-FnaVea_ ete The IdCAriDTR{,r5TcEo. 1 _ i f4tterrinrry Plat map al RED BMW StJ6Dlealul Is- rappraeerl enci a roared ay Ifssaaatllxr Na_ amaekl aura p$ ptfd of iota regekr mppt}tq 4'4 cne Zeoad o1 revolt -tea fat *JIM. 1.$aatcr&j. ►+area On 20— The rgp'o'.d at inns Preirillnery Plot aeon be wrlociw. Jar ant (4 iyawyatrirn the Mete et aipprevgl, tad approval baaanang null and ,ofd rf o Find Plot .gg7ficctab't to not aularnillad to the own Sinn said urns rail a any eatrntlon crania ay the Brand of Tnacep App -and ai Ina Fre4eriwry Pict doe nal rawli rat nits tasting al property ,Hilo under ilte 2"4, Article 6S„ C,R e1„ m oriented Tian On* PLILNtd Ilvil CIOM AA c»iOr, CEft i lie iGr1 TE App re•a by the Mead Plcinnng Conunaon efts day at Plating Comnatsatm Smerelorr PRO. EC T C.C�hITACTS Enginev ig- Rodky Ridge Ca Enynncq 420 2W Aee sa. Salle 101 t-+ang-nanc a=rdtauluo 80501 Applicant r dens, I' -.L2 Ontrelnprrer'L L_G 121.55 M4ta.sieo Lute Leengment, Coiaoiso I3lba& xveyor leer -1 l Lane S1.risynnq, sic 1301 Korth Clenelatd Avenue Loalonc, Cans 9p5..7 lino■ at mon by Mae pinata trot I.,-iZ Deamtapmant LLC sung tb■ arm o► canon land, ii Itrrod, Cars- a. d■Qrds.a ac Mien Bring pestling el Suction 13 aria Sactsv'a 24 Tower, 3 Ptcitt, Range 68 Sent at d or 16th P 14 , oral parking of Section tat poi Section fell Tu.nhip 3 Nora Rouge 0, Moot of the tin F S _ fuirri of ttecq Caro lei ul Mod Steels of Cdrxa n a, ,,ammo anon par lcSany aeatoaiaer OZrcJIan,, Conildetwtp ohm Last Ire of m,■ fanrthaast Luster of .a., Seven 2t s,. re tlt.a utri 00'00iiki Wrti and ■llh a. bearings 4Qntahsad %mean rafaihre thereto.., Beginning of trio Nwtneust Cans of alma S.tllett T4 saazt areal, alma 6aaivq wit Nurlreort comer col teal onion parcel al find deaarta as Lot 0, licearded Eaernpiien iic. t2Q7-34-01 AECXI7—(11:34a m fled In the ❑ true of the 1itid County Clara and Recorder at Bagdad Mn 4125630 an Auto* r, 3017; Trance Pkrtfl C7D+01D'00' Eat► 35 00 lot going tftt kretnan t prolongation of POO Eat tm of 704 $tetlen 24 taro pain al eitcr*ICLIQA 44!r Qtr Mta,'Lfc1 Rlyutl—aF-eyed, luryt or 'cold r:fortY 8000 32, aa4trta u& e1g trial Noruwly RIehl—of-illay Haft 2591524' (art J(L110 teat w u pant al nDr.aticn cat scold Northerly Rightof—fgr wed the Entatry Right-gal—scy of Mid Caa113v Raul 15, add aural dm hang the 11atE POINT OF BEC.1 Fel40; throca Sang sand Eosaefy atn¢ni—of—Soy lane of acid Al■Ic Couaaitr Rood 13 once parotid io sold East In i4 trio *reran G arum Saute oo'L70`QQ' Whet Pig 79 is thence ciporlJlitg icia Eirany robot at Star Ides and dawn fart Ecatvir prdtcnplation ac tare Narthoty 'P•a of >a aer{,i ;pre ct 'Lola tie:we ed na<t Lat A al XIG—01ble of Sea rt Ina Oftkee our in• iWo County ask sea fhiearaar it R.ciiaayn Na, 427x& h an Fitanmar) 15, 2WI' Mirror d¢35"Op` ifsit 31$.5,2 beim to Inc Net MOM. comma e, sales Lot 4 three 'pang the Vail line of Lot i ono '.at 8 of 5,,a! 4i.EG1t1ti-01011 Sault 00'09'39- Mail ?31._{1 kit la the Soubm.mt owner of rd 1 ct 6, ti'swa done Ilea 'a'aw4th line or had Lot El- and the £,skim prulnrrpopari of Ghat South brae of word Lel d Sown OP'3a'5'1' Ent )I947 int to a octant at Inca EgOglrrfy crone—cr—'ay our ante 'iota Count} koala 13 Ulatet once itnc tied Fettsl Prosonoaliar+ a•o vain mold Esn - kCrl-Gt-Alai South o0UG'a0. ale i sect?' taut, it+a cos daporti g veld E,mLet1} Right —at —ray and chanirj the Eaot'el} prdangatbn or rhea North lane of a oerlcin prod of land stated as L -at A of RE -247R ore gad in The Whoa of the *so Catnip Qtr and Ryon( at krewatJc'n eta 27,154it'r or, *renter 1It, Ig(ry south ti9lt}ar *rag 384 ca nett to tree Mart)tw'rst ccnw us- said Lac A tetanal teanq ire that tele al raid Lai v 61 RE- 247e Soothes 48^19'04" t:mri 3Op;S9 feet to a point en trio Sabi Se of said atirtneast Calorie■ of tail Sefton IR sold pant Sio brit ma Southwest earner ai soa Lai A al. -2478 bra the Seutnroar ear ai uaa Lai I,1 +teet adder Epanction tt . 1207-24—Q1 tr 1l—OO4al, barer olorw me South Malay of mud LS A Lath AtErle31- East Ja^.? mina tat to the Saaaatnnaat corns- at nod Loll A, tram hearth et-y8'4t' East Q0LUU hat to o pail% on surd Laatesy ffir l-of-Woy late at led Goat,' Roar 15. thane Moog said Enfant) Right -of -Nay IoM of ward Carty Rona t3 South c v0'iW' toot 95,?6C lief. wont A'tpor'n4 a't■a L'omsny Rot-of-Itioy ins- trta sang tar Gamely pratari otic+l and me North is,. M o carton pan, of land aaiocra d] co -at k of cleCat17-0041 4* INrta in 17hf Mir* Oi taw nag C4s.nty Cron ono olaciarcer at Rtotailxn H' 414556'► or% 'Dauber 153. 2017 South 94'17 27" Viol 2419.63 feet, they. Sating the Nestling tntsa ei na .ate the rctiobinq to (a) wuraiat ono attdniaea Haab 'iaiw Il tett 167 3I3 ■eel,,, thanes South 31.01r2r teed, 33043 tart Its Ito Nctlhatet cornet or a Lot A of F OC17—OG197; tarn er along Ilia deal. Lae or mama Lot A ata ens L.tattel7 lit■ at U cartor1 Uari,4 of Ilya aanyitaist 3 usi fa at etila 411ECti 7-1:ky7 Saeam CAVID'I9- Eaaril 54631 Het to tine ScuaytmeeL wrier & sac Lot A •Ind Itts Sousse:tit s'or'rier of rata .at O. tn.n*a. along Ike South his as ymc Lsti J3 South tra'11`2T` these ICI 46 drat I.e Ore Swanseet corns et scfra Las B, Miner Mc Trent fine of sad Lai 8 and lilt lion, dent or the Sautneost Quaier of sod !eol,ton 24 N emeth Ii=I3 Tart V4RLaa let to fire Southwest st car of and Northing Quarter at sad Section 't4. titan,, Wonky send boat line of said NarlInent quarter oral along the ant In as- mad (al 0, Recorded Earned+%ion No 1s117 -2a -l3 EtCXi?-04'45 Nair CiF/0a49. *ak 2►Q65,21 Len to the S'autn.nt cant et o t artan taa'cc or lava *warms, as Lot B 4t soma RacarJta Citapuon Na 12O7 -24-0t kTCXt7-4046, monad sag the Snow In al sac L,ai B. ttcrbi t',JI'3'1tI'2 Cent b2635 Anil to the SOutns3L teener ct agar w1 Ifnrua Slang %h■ Cowl line -if surd Lel El North 0C12a-4.4r liaat:t 159 (Yl fart to 1 h Sou mind caner of Lot C al soar %cadent urination In 120i1 -.e+ --o1 FtECX17-001b Iharra along has tiai.ln bit of maid Loa C Barth bring' toil 2 54O fret so tern 5Q,u*OIE Carve 4t 7cld LGL C. none, 6tani Who East tot or zoo Wt C aced Ire Northerly prolongation of told East line of tot C Nortf. 0063131.4.4.- *sew 46002 heat ere u polnI. an lac NauaIY R.phi-et-limy et wad Vied Canty Rona .52, thence aorsq said rlarnnty Right -al -41/47 North 89"[5'24' Er 1861,3$ fetal to son paint or ifiArrx■caari art too ivarthrrty RI¢ti-wt-*u1 o.l two Count; Raw 32 and ON Eaelvly Riot —or -0a) at manta tAKht Caufr:} Ra,oa 13 o c DWI 1P4E ,{rani OF BE1:a4t<altiG NOW ICI, Gut Old Pr'etrnu'tacy Ptat our its mOvir dediYfuaO ICif rtl under VCs nodes and et)le tit RED 9Nrien 51JBdi1S1ON, ono ,rig the ptupnad lots, blocks. 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WEATHER VANE {- STANDING SEAM METAL ROOF ,— WHITE WOOD TRIM ,�- WINDOW WHITE WOOD TRIM •-_ INTERNAL LIGHTING inn as awe non a + - RED BOARD AND BATTEN SIDING S uwrungg soap s trumianie a FINIAL I Arr f _ STANDING SEAM METAL ROOF WOOD TRIM - SYNTHETIC STONE COLUMN ,= PRECAST CONCRETE CAP ON ' ALL r r 10° PIN MOUNTED LETTERS ON CURVED STONE SIGN WALL Rains - s aa� yrr,.� �sa� Ra - Tyr-,. fffffri ffi f� ff!• - ffffflh ffff� ! 1111 k rNif. � tea, 1a� liiraai��iii-�i�la__•aa nAra _ a uii. ai�ll�� .' ffr>I �i.4'!y • tip ■ff5....iti�� r—_�! a -- IP .�li.r_�.��rr •� -rir• I• .•a�..a� • •r��• s i� mos c � i _ _ ffff.' —_ iij'� ' is -i i MI= a____ I ti,\ i1. �11".I 'iii i amaist ate an �1 riff. f,=, ff�rl i� i ir�fff\ .��LA� fib � � ��i.L- __ i'i �.Li iiilr��ti d � l� ��Jli • S ��• maiLH'Slasilliiim Mee ��>.s S — � ■_� �•— �il>• —air= C ffir } �p� �- •�� NfffLffEr aiz Ira _ ilt a's itirastlal U sin MP talia_ra_RfflSaet . _. aS al a. n-i. n Mr elan eta Mara l PRIN/IAKY EN1 KY MONUMENT ELEVATION DETAIL ;w: •rV • •• a a a e a_ t • I• • • • M • • Y • • • :• I S • « ■ l • • ■ • • -t a • i r • • • a • • r t r I its es ■ arr a r • • a a w =a • ♦ a ... i- • w • • • • a n • n w • t a • _ 1• • • • Y • • a • i • • ■ a a • _ V • T ► r • 1 • • _- • a' 1 a a • .•• u i i. • e. a I a -a a:- Ass > tr Lt• * ' _ • • a • • a • 1 I I a p fCHARD PUNTING BEHIND SIGN WALL ►*1111 ffl7" WALr s 17 SIGNATURE I I WELD COUNTY ROAD 13 -'RED erARWROAC r - - - P` ` COLUMN .� 1 ! a a 11 rf r • x a a " • a ' ! 1 a!ti t▪ o r1 >r:gqyyU yp rr i� tr f ,AR ar E Th L ;,Tl1 " • 24 l a O • • • • • • a a srj 12' SIGNATURE arCUPoLA OgLUMN I d 1eSIGN WALL it I 111 I I I U --H C• HARD I PLANTING I- rf BEHIND SIGN WALL - I I i t 246' 101 TREE LAWN 'INITH • STREET TREE PLANTINGS 5i DETACHED WALK —, PRIMARY E':T RY ! 11=)Ml.'Mf ENTIi ►.I ION NOR IJ ti 9O SCALE: I' -A• 3(1 RED BARN ROAD 4c if -17 TALL RED BARN "CUPOLA" SIGNATURE COLUMN -' � `444- C. tr ORCHARD TREE PLANTINGS —/rr ♦ 1 BEHIND MON UMENT / -Kr PIN MOUNTED LETTERS - ON CURVED STONE SIGN WALL a O ANCIA]tat4 PIMA) Q DECIDUOUS :57JA 7AIy-ai PtlitYallakiSwee eliamaiworun f% -,k >, RChtiC4 to Se &lei MAIL & a Uibli 414M7 T" a:M 11/$41410.114, EGuEH CONCRETE wt ar. .0 aiii 1 D RED BARN SUBDIVISION 1 ;72 end rLtd Lz,J I'!i1 fin Ain s111i1. i'lleeLOCA 110.14.3 JilmK}ll ..L I-8:,IMal - tlrar rtakmarrhoreeraa can a-iii 3 i 3 232 a i • is W �S a It 1 1L41E a -7-2o a SX I Iil; 1271! GIRO& 8V i,M� I AND'S('APIL PLAN r1/41 Kti LNIi?V 4 of II) )ut:blaxak 6/27/2( Page 1 1 0 of I WELD COUNTY ROAD 32 WELD COUNTY ROpEr13 tlinTirri VrA Tr -ay r _ twirgir —4- RIGHT OF WAY e FIGHT OF WAY ca --a as a v a a - ein rII -- —i _retar a t d I �,I i i i I i I I I I I at 14% r�15.t5rii` tt.t.amputio WELD COUNTY ROAD B TYPICAL CROSS SECTION T S SIP I,t r WELD COUNTY ROAD IS 1 iii -f TSTATES'i•' T "-== t kiC _aaaaa_as=__ as aeasaa � RIGHT OF WAY '4.Jtzt.+1 OF 'a''A`t' a a — a — ar: erne SSW lar . i ei —Mal .. >>tl i la MI af /••i MI .w SS INNI Y Yfl 1!S Ali MIEE-i. la S --IrLaY-iYlapS-i II ( 120 ROW ar a —. s --ea -- -- S— — :-a. ••-e.- via 41-113-47.-iar. a a a a a r- �.a i — a a a '.10PIZIba jinn A Ian no ,Yiiilillim airMI 'TT W . v = n ,-- 5 4�JGI�� . i5� ' 4 0 * fir; . Fr aim - a aa-aa eat is as a Lassa asses a maims se a as EL SS S as siasa as a raaap s as dm-. as a a 0 - S ♦ • aF ' vI e NOT _O Seic,E i 41 +ra_ II c a+ Yl ++ -.. 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TYP_ SHRUB PLANTING IN STREET BUFFER, TY'P GO CO I' Page 111of1 dI 7Ft,IDLOtJS EvEKGP.EE=w TRzEs c R RAJtttNTML rKEE5 EVERGfEENSuSu6S c'ec LauQ'L13 5riFu'5. ?Lt{LNrtiial c-etr�tia'�Es S 4•Al. %it e % Crsinattat'—tt 1MM. wittn,.•,... / a a raE .,& *INCA, ii r3i Ana P I'I Tati5.411aL irtat1■�?r E.DUER C_ 45FI h, t t 1 E lAtAt.+; a a r V, t RED BARN SUBDIVISION set c- >- < Vr� Er a 2 ft z t, w_I DCVO, OPtie 11.E eS1iialifl Pi; IWPM r, G AC c fl■PwIrS11 aBrter tail ,• y,I.P•4.0 }�•AI•.I 4 q 3 $614.t cs t 65�i'55Y.i- i ICI SS ar 1. it la lea ihae a y s T a S DATE Ewe a WO: 'MO Cl um" BY AVAIPC LANL)Si APE- PLAN SE.(flNI).- If.l ENIIii 6 of 10 nt:blank 6/27/2( Page 112 of I • a a .... a• .area .ds 20' UNION ELECTRr s: — r•: a a a r a a a a a a a a "ELfOuhir ROAD 32 • r-.• a a naafi flat lTT� :. --as a aear••a •.a as a • a a•r_>; at as nano a a•aa.a al al .— — s Zz si•s ass a a a a Lane a a_TT ��s•r'�+-"�1-i aaaaiessSaaa-t•s-aw•... � r■-aii Q• - •� - • -L � a a a a a •a ar a a T - -.a- s sea•a:a aira•'a -a Si aassi••—a ea a.s T.. ■ f rrli s T t ■ " 1''�`�16 �..� 1 _ _� a �y "T IT iI e- 4- . 4- a a• •i £ • 4 + - a a - a a a 4 61 a lima r • ■ t • • ♦ • • m • • a • i • J ' dys..�ar� y. 't `". . - - - a. - gyp- _ i• -'• s• i - -, a i . ..461 ' 4 - a I. + i a • s • a a • a a s a f a s a • i m • ' • s • • e • r 6 • d • • d 6 • • i 1 • • • ••• 6•• • r r a ■ • 6 J • t ■ • L� . •Y r•• -t �- • a • . £ n 6 a 9 • I a IL • • • A -N " (c - . • • a s .•• �s•••• I a ■ a • • -• • • • • • • • a d • • t • • I • a • a a • •6 a ea • a 6 e /' . • 1 ■ a • t a la ■ - 5 ■ • r ■ • III • I ■ I • t S l •• t • r • t t / S - - i, '�. • • • • a • a • sa • ea a ■ •' • • a •• . i • • • a ,. s •6 • r • a ■ ■ v ea a t a r S • nn et are r ■ r w - t S a a r t. S' f a 1 t a S _t_ r a - • - - • . - • 6 • .F • • i • • • 4 • t • T 4 Teair 1 fete S 1 Y '• • a • a t ? l al - ,... a sp S. a a. aa• — 7 — a— WItl.:r) COUNTY ROAD 32 S._6.. s a a a .a alSIS al. _:e Sal Jr3• ter, all _ • a i r a y S•iia r a So' aa t WFl.I) CO1IPSTY ROAD 32 • as i r a s as a NEILS. a t P k WELD COUNTY ROAD 32 •.r;.fleas anal see IS ea* a a�r a- reafars a " . at.aaa- •GitleY "Las. • •f •: 1�' a •- a .4 a a a a i • Y • • • • a •- ■ 1 • II e . S -4 n 1 Ill ^^ ao a. Sari. —s r • a- • a' • • • a s ; • 6 • • a •: Nis • It •r t •• • • d as • 1 • 1 t • • - •1 � T • a asee a star a Si Sala a• a a — Sal • s ►• 'tc 1 • • II • r ,a • '.2I].ra- fIJ e I•• S. Me, LLD ( ill. NJ ROAD 32 TYPICAL CROSS SECTION .t41}' RC?' - .a Ail as s-rt • it . trrta t—� •� -•t its_ rat l510.• twit tow: r. •1- F I — aaa — c ar s WELD COUNTY ROAD 32 a- ic- a4. a•e = a — as - 3J•ss.--a�a aarr.a Ina s- -_ a�� .�a-a-rats1 rr�a aair Y _ Sala S— a a. a S 5- IS Li-ns WS a al as l ar a la .a ..• ..:--s=r----------�•'� ... _ a ' i.=a aaaa�+ are -n _ RI6L.+ - a• awe •• • a e 4 i 3 ' a 6 •-- - • 4 f 6 • r a e • m • • a • 4 •' a - • f • • m • • • . • *as • • • d • • •• • a • • • • 4 • 6 • a • a a SW e a- S 4 't t • r S ! • V S 9 e 9 - '4 • r r 1 • -. ••• ••- -•-• •. •• r04 - • - r • a ia aa a • • S. • • ae • •i ,a. i a - r --a—l• t• r • • 6•�S - ik- i SiT • Wall • • t t Y •�# h t S• • f 1 • S It S f t • ..114,%... •T •- • II tad -I f- • • • • • ♦ • f is •• f a, s- • •! a fa, a• • W • a ... / I. 1 • • w •. - • • .•n ~ a a a i d •' ■ • s • •• "iris • ' .1 S i i s 4.. _ A • ..• LL Y • • ♦ a • • . Si- • a • • • 4 • al • a • • • • • IWVIIIIIILIV Yar �• .�• M• M •m �,• /F • • •M r • yes a • a • •a •i w i_ r s r !Nail ---r I •'qt6 I[ I • til-1 • sr -41! • a //'4 t•.. ae .,,1 Olt id 74- _ •� �_ #4 4-1-1Cleuri rat a ` sit a' !heti 4 it a1 a, V1/411210 COUNTY ROM) 32 t ROSS SECTION W DETENTION Nei To Seek 100 ROW - •o• RJM t • I • 1 _ I • ■ EL •, a• r 9�s LI t1.i1 tA • a -.4i a S i 4.411. suilaiek Matti II ttru.E: = nil s. +s *La a.Mw a sse a. a1�ar lab tLlsb sat an as r-sa JV ?.HK 4h.C4b.k r{I.Tr I • 1`•ir-7 I rr V S iAz1 i.WC; !Ma eliaikilb' Y to a 4 4 as a .tO 1 •..J 444 . • IS • 41111-4116—= •. a - . -•••Ecalpy- as tat as Sala •tea -- leaat•4 %a a a • "' - ri -1 Is-.--. - 11 1• e E0,# I It k ■ W Ir RED BARN SUBDIVISION am a 1••V ,a5 laa�<4 7, n Ffa OE'tf L0PER ai.-LJ ;At ilk •"•'10Pi• .• CArt 1;•ra r If±: -4f'1µ• •y4 RED l45es LANE, FINNS 1403 -1P11 - gun tar pt.3-a •.fir �.� sot t at a ;'2 e lt .i aas Sai Ma' im DATE ilr- Ae quo 1 uauw►1 e�ARAN, I A\ONl Uri I'I X\ ' tie { t ) `. I 1 M L) : _ 7 of ICI )Lt:blank 6/27/2( Page 113 of 1 Cot" St4MSIJ ►ialft r'"Ie lei Sr Ali -(M ellAX) ile Ith tilatookt toe 1•••CIrlatalit4 Ks 11OC 14, It rr EFFP 'I- "Ls usLiit 414414ArliPtit f/ WOODEN PRIVACY FENCE ski I t=,r-I.. ISLAM-, :.S s�.r c 4 S aat taLntil !a C 94014 for r,s r r 'skgilt.# fi """ t -tearea 4 - St IL i tr WAGE M6:214 Lill LOPTIC1hU+1, L+Y irkWIWIre1 F-011rEH FIE ti5YHLihr-7 URAL.c;Nr4INteElt. 4' OPEN RAW CEDAR FENCE I Seim NO I Lk I ALL FENCING iNCIIIC:A TED UNFEtiCIN%PLAN SHALL 3E IhNSTAI.LEd by Elli&E)ER 14.3sicshis OWNED AJc MAINTAINED Ely 'rHE METROPOLITAN tot.1`tec" 2 ALL INTERNAL FEW:ING NOT SHOWN ON FENCING PLd4"J SHALL AE ThE RESPONSIBILITY OF THE BUILDER OR HOMEOVurWk M t a.-\ 111 0 f 2atte are*, Scala. r - IsQ+O' e£ or. G I so i Z IS S i I REIN BARN SUBDIVISION Z ' 7 c4 coal 1-11C1 r: DOWN t 1 Jet 43le Plait 341 4-4, P,%JJJ a at.r tmlbarr4ertlimact ioll f Ilif I 12. t we ma a ' -Is I ' t t at bit It tb �- Is is Qdl£ 6-7-7618 Jdi PdD l -to Oink BY 4trjS FL•M L. PLAN 8 ul 10 Art:bla 6/27/2( Page 114 of] I "3/411 RI a_tl. 1i(1 11(I Is MwfCt.t' at- r "141.4 ,'4f.i t aS1c ra1rs frl1ii.Tir"KAeP . rt %as Ste E' skald _a.COA►. t Y4TENIN b.., I :.lr- lira ;t ea.* to a•40 ter IV if ;?ZW lr ion cirff .'P -j wins •'00N aanhais thbo ou 'in prate ze II' -it Ile CO Canna &d Tlytb r (lb d-•tRUab In MESS -Pk TAMS 4 lli Sae* 4• d ti tir■lRte -, r,acins ! l Li 1Fl \N I Il IS! 5—.faiDE70IMEt I y�l Srel= 4. COT-aCl�'Ar -SAM 4.41174 MGM sus _ _. • 1 C 01L UMW UM 3 CO+S a Mai eifitainalli Weal_ l_ W a all en Lary trro..F Clad 'a Maga II ;w c. W a 40- Wall a • a• l een air +a err'ai leinatteat en W CAL AA • a iF SW Ltl7l KC •Jr•'*0c:t anti tflAa+1l�llt O _ _ .:.>.aturreas a as � W e .Ira / l� a ,a "NO - nimaa Sr. attic Ca t ar.•r. _ w' IP put sat w �r arra �_ t 71ii1 T we ut. a sal le*ttar't ace',; w:I>ilI wait be labs 6.4 *se* iia n 60 SS& Caen ' :CV Ca it. Giler oe Z a* G,42.44 d CairilaPi Iligetaimi all iGA$, ilia''. Air [ Sift a c. p0., "RE'S A aa�;z rESea� Atha riliewar a 446,1?," lidtliater 3a G1L ifs ■ 1 OW 1■ � a,,;.` Orr— ..1.1d't cal 4 Ara il,s4 7 car... a at • LPoll avarksill a&W.! sec rPaQtii bdOL? Irma MEMO Scar a a a >pAe i`. A wipes ialPta r G+w Ai' r Wk' .afraamt11[ .IL+fe .at•al _so - `'1Ea ay • - S% � f le ,a f lei. a FI11LIi Dernichar Vii, car IAq PoeLaticS4Pr !'' Y QI ois a a 14:441rS4. r'c ma i R i a* i a ll• AP f a v alm' raa RCia,p i !•ro ifu sat Pia %SM.(' Ya/W PSNAJ * *' r rr�' a 7AXS4 es i k (� ii set as E els milli:-! 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Mai sae f iii allINC=e5'i is— 1' '' 2 tt 2 r Watt J IAI�i Coe OSMAI call ar�..rjAq.I.11a' are" bilallon ai4Asr�r$.i lfflialadr ! a T `-e.,aa aA= Lali '�� Ganaid?ilia,Pifi:lktl r4410oli101r sI to mar s - - i I, M — - ; whet a eta Law s A rata -s. ,Orr rftici I *',„swam nag d'edaddiarar —r - Sabi l,Qtat Ljrr t QY ,"illlr4aial LAN USCAPE NO I ES a;l landscape a9ls aarvo pin an via t•e srausma by alls, than f En9lelen" lt.ratAnri a-c)adriclann m In Oral cavamcal eauin Alias turf area man die O oe hi maitsa se aim cr em ,feat t0 new ZONINsagE Temoc racy Legalism nras t Cd'DYIDee 00 arru{ gray. chats ion eab alxranaint n mile lc —'aal rt c anpglnq ontglin re rgemaa1 shandane Ten -wary n-5ifnn for j!naolbs+7menA ci mailvv. Yrr9oEsiron :!t3q klv RI} 4b UWevil gowrIa mo rienraimeci amaj cjlm y.$ e, lista bastinent,, wagi t 'or 1 u r .s- rat term a s: ''r ataa 2 71344 Shia rrieei trl+! amou armies r4 on Americans w*R °embalms to 3 All i cAtirsA WWI (ytj , err aletay 4r•; r@ le +9tlt+G pIAr'aa• taaIG tlebdi 4 PA WO -OW. War Ot KariJKlty Ant it tits ElareVi ns Norm* mil or Ewen Tilt S Trues in me ngtn d ways retail bi a Amnfa*Icr of ELlemei away kunt any hater and sanitary sealer mart b Ralyi tail, a rntlrnum d mrte far Irieraricsa sroaana hap ri aarm as eepwv'tw t corwoaias or ars tit irrvlaar *warren a►;, a A.a ra; -< ore;* fli rJ *rata tall. TreAea saes or mimeo 'a,n ale lop mss Ivot In arw rev 240 3- le 5` rarer than me lined) renrsscape pace The mower ,tees Mai are F.e1 on raves Sel aoaa halt aft Iun:Lsrufbesl *LW Time Matecr Ifla bunt fate a Ma YrarrMe stab be ntraitai alb rot Woe OnerdOll to sIit sail The CCIIIVactir 4 rIrsennatk' IS* 5aSr'I, drrY non ftieeel ?mos di el,uQed wt.% Ccirl5a1041011 S Landscape trcame ratan ptaartrq fawn . aiming pa sweets stsaai :e nstaiied try butler Fiiairdenace std .nea1r ri shall be 7ayidcc 04 w auyaarnl r' omeaater Frr•s*:mott trim pk,occmvsl 5riss 1St 5ulal:C 4o eirrw_yrav emit LF&4ys5cnaccs OGJ9o+a5 plans tree tall snail carry ;t narralntyt lora peaoo or nor leas titan 9 r+e-aa after d die mama ray me caner Warranty shah tae a one cane mcsactarnea maraalrktdcb pSamtna7ten6 at ;aloe cram .ew..,.�� ,a ()vane h situ be GYM caiman 1 len d tul snout* arccrwrio*ar greauek ants t= aravne nem in a 6 tow ausataa re mg Fttamaaning atoms flu priming oeas 'IAN contain t iek clay „lain naer rock Dag aetls ma1wt a pit -tribe gist usatmcnt ooetrare mulches 13 Ak shrub tied* are c be cantainesl by 4 It 14 gauge gatrenzea sager R e!&n or equal Eager is tilt recur Asa ricer fie€i a CIS {aar8S. wad as,St2 kyrr�a.m flu pa $ln-Icfurdl cr!..ectsriall reside -T ,leslt lei arty r,ialeaar btraare"r 71 -at =mean- a raaponutir tot tow ce2, ra appals latr8s .r4 %rasVl suilacalpat pu it arid pm 3r pmaaQr1y nat as Carrara Joy Rae toilb'eca, Or ward ()Ware-anon eJr•a¢ lnsaa}ItaJgr i all thowL9 ,Jae Welarlett rrl rtwiec PNr09 if cal fix wady fatales poor a a arTSAcawt:aan 17 T0 the eSrnt feasaole mous Ihal 15 trauma dursly e{T em -Don aarTmyr sea. ore conserved ki tate sae ore antes mewing Ichneumon Eld iat%capieg 18 ha cent' NOM Stlattl Oral lot meta* clawing, urrran ca in►o-EnroM1 anC1 13O=44.14V 1q 1; ti 15 NAi]VI StE )Mlle Orciught scans* grimes sunabtrr as areas olivine reAlar•rmg t6 itelicuat 30eis 204, is EpitzentCrearctatry242510b.D.a Dth'atl Perennial Rityrses. wiiiteklubFesltaae r4sjtvn. Canada &kegi:.t Chresa gs Faxuc SEED SriAa BE 4,PiztrED At A RATE OF 301LE.L'$ PER ACRE - e a • ITUtE • - A SEIRULI PLAN I INti PE..&NTJNC SLOPES .1 .Y I Iv a Ia Marra I. aaaaa- ' -s-aa se . sr a all I S. A. ,.. : Ana Ill a sesva, was .• allaK -4 •; p Ill a .t tar • . .. ...ran e - t�aCr .141.1:i 1'I AS: I' 1>'' tr ti to 1)A.it l.p. . . last. ,r I taws planing 16n I*t' .%a s, ,rail ii,,, ,alai Limit.. •a l.II h-..aa yland.J•wr,. n n.t% a rt+t r. J • ,.flop a a.} la.,b,l, ay. Akar. a 1a++4ta Platt 10JM-.Aai U. r•LT) atA /ILNN. r•i.N'KgI •JAIL S 4 ivyIii • 4\'..• % •rn hula _lad I. .16.6,I+a• It • - a.tit ! r ,hash .ta ▪ 13 IF I s ITT} a'Inuit ru,., Islip .1, +ni..1. en IA a. ll,a. • Y ill Ala la IC. will Ilk la I - t,p Lk •-.a“. •a ,•.4a i I t, 7.IartYyl.a, Ili "...Pi a -.a ,o I Dusan ral aarlt aa.r.,...a,...a G a,•l..•:.t-'va.sa•.t�. at:• pi.* ill■ t,.-o.l+.ie•rt. as I_ • ms.-,rs'aal n' ,-.dual ..Ma At T r • v des /Ails pi iaral .gaalcan wan I •t= lua.,n• .k, n4il1L.ILat. 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Y 5 of 10 .t:blank 6/27/2( • i • a •r i • - s t a • • Y- • a a Y l 1 a 1 • — I [ • . • I at- Pare_Iof n r• "F l 3 la % 1 • F. r L t 1 4 r r a r • , 'I 1 1 a -• _ E • r t sae yr r i I e '-4 • • 9 _ F • • a . a S 's • f t • • .. • I I 1 P • a • . •' ✓ 7 • I • • lb II ♦ a • r I •!yam • Y e µ • .� I K a • _�..-i • • • a • a ■ a a- Y4 • ▪ • I u • • I • • • • •• • ` • a • • • t„•. / • • • . a •_a _ /•1 a a a _• • • • a ;1•14 • • a a • Gm a a •_ •I •• IlAilyeelall Mai • •iYs.C . • I a l • • • y • a a n. • a/ • a 1 a . a . • al.1 a • r a I S •. r ■ , r r - • • e • • • }-}t ,FifMM 1t<f1OI1I) PARK r• • • • ' . a r . .• •a'1• . . . • • - -• _earsalrlailal i a 4 4 SHt —'A\\ a A ORCHARD •.. / N r ` �- BARN SHELTER ie WITH PICNIC TABLES SPRING RIDER :r` a NOfTfi "— ARN PLAY STRUCTURE 4 - DOUBLE SWING SET .t SEESAW 0 I SCALE 7" a SC 30 60 kr lo I r S SPRJ,NC RIDER Lit S'FU• N 1 SE f SHELTER, WWI PARK ROOF DEClDUcUS1 FREES' EvF►RtkEth 1 REas ORNAMENTAL TREES 0CWVuous s Russ PE PEN rivu.slU ES a _ cia NATIVE SEC CRUSHER FRCS Tim BEJICk NF'IIVACY PENCE CWENRAIL FENCE COLUMN Oot+CRE'E WALk i INF a 4 It RED BARN SUBDIVISION PRELIMINARY & LANDSCAPE DiNthevEls I3'-12 Ne.CoPUESIL. at £W41? .Line iroisot ii,nii 1 lauszoi Ct Uttt J•p•{ _ XS -Atli -3633 segiii ?sterieferaisicO DAt 6-7-9'01• 106 N0: 13'0 'gum kilt h7,11ix ANDS{'API: PLA\ PAftti 3 of 10 mt:blank 6/27/2( Page 4 of 4 SHAKE SHINGLE SKIRT —i WHITE WOOD TRIM -, SYNTHETIC STONE BASE --� 1 FINIAL / WEATHER VANE STANDING SEAM METAL ROOF �— W H ITE WOOD TRIM — WINDOW WHITE WOOD TRIM INTERNAL LIGHTING • • r 1. ti a .. a sae y - RED BOARD AND BATTEN SIDING t -A a as iaim 6 FIN IAL is STANDING SEAM METAL ROOF -a 306' I �eI WOOD TRIM SYNTHETIC STONE CO_ UMN - PRECAST CONCRETE CAP ON WALL r - i0` PIN MOUNTED LETTERS yr ' ON CURVED STONE SIGN WALL �ai�_ i.i� i� i trik Orli r_414 m1!a l� M>•�al��#al•aa ,. . ■ Ila1R •••�1• �l.il� l�� art_lf� 1. 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Noma i1• as� ` z•� . -- _ !i 1. ®��1'!•�srn>_�!l��ii:��!l:a !'�«,�iis:�l��l��Fl�i� �i1r ` INI�E'ti�.��!!'• PRIMARY ENIRY !MONUMENT ELEVATION DETAIL .•ril,.: a .wl tf'• I t" + • • • • s r • a w -t r • r II• I • a .• I- a • Z a t . { 4 . a r • a I ♦ • . • t • r • • • • r t • ■ S' • • ■ ■ a sit f i- Vie . 1 I V. • • • • / a i a w a a a r^ a • '• '. • .. l I a • t • tNI iv • • I " r • ■ ••. • • r • a • I .I.-.. s n = -at-a• a s s1 >rJ •• t • • T Y T w .. -r.- • .•r • • Y . _ w _ • - _ f t It : c .. -.. a s•tr • t . • a ♦ • r • • a • • PRIMARY ENTRY 1 CUPOLA COL0MN I TI 1 . - _ - " H-- , SIGN WALL 1 "/ -1 ORCHARD 1 f PLANTING �I BEHIND 1 t • • e I I 4 1 0 • JM 4 1 M • M N • ORC HARD 1 PLANTING BE IND SI GN: WALL a � e t SIGN WALL I� ' I•9 • 00 I 1 f 12' SIGNATURE _CUPOLA COLUMN WELD COUNTY ROAD 13 I —14+ ' SIGNATURE N a[1 r SIGN WALL i ' 1 I it lop TREE LAWN WITH �• STREET TREE PLANTINGS 5' DETACHED WALK — PRIMARY ENTRY MONUMENT E LEVAI ION NORTH :KALE 1" =31.11 0 4a SCALE: I " = .nu RED BARN ROAD 33, ewte i -11 12' TALL RED BARN "CUPOLA" SIG NATURE COLUMN L ORCHARD TREE PLANTINGS - BEHIND MONUMENT / 1{3" PIN MOUNTED LETrERS _/ ON CURVED STONE SIGN WALL Ii :JEG1UUUUS FRELS EVEriGNEEN T!CEEe aythdiS*Mftt riot:tt► It «� J311 ttS ltrilealta DEC IICIUCIUS SHRUBS W- S(7D ► ATi%4 .EEt: CRi)S1iti< FIIYt5 ri .&l1 EIENtri PRIve.Cr'i VEr.K.E OPEN tall 1- Nf t CA. sinr* Wolf '+ i IJr,Aha t. 3444,4 .liE 3119 EDGER CCTICI-ILE.i it a tr Is la r a t S t ( I RED BARN SUBDIVISION tai < zae _ z Lin a ,�•� Z ic3 !}Fitt4r'Er} 13-.53 DEVELOPtl€MJT. �t.C CON FACT ell$91 EJ $CM 1351 RC ASn LANE MILDER CO 0030 &P4*' G& 203-b11-55.33 mr1.)n; rattorro>c•ttit99+nallcam 0 12 I It ma 14 s i al as a ,.E INIMI GATE 6-I-ann .10@ `u 1 t7D ditA11114 En /UK ; n'' H t1/4 I'sgM'de I lI i i4 4 of 10 nit: blank 6/27/2( Saar , agar WELD COUNTY ROAD 32 i r I I 1 • A a i -TS fl al ost a We a. as asa.a a Mama sr-. at ak. lot Neg..- _74--15-ofazneterrer-----°- ..reedr /a WA* I r as OM a IS a R314(1 OF WAY 1 WELD C(11T' Rafivi a a_ _— - anima r ''1 '�'.�j, 7�1�1 �R'�y 7�� f F '�'$,�,y} ` WELD COL1 1T1' ROAD 13 a ass`aa_ aa_as •� °Tl7 �d�1 T�11 J I('�I------'4'AI,-��M l 'MI�P}'e '� a..s ��..ss4--ate -�-- 1 isi tiT OF WAY �V RIGHT OF WAV — S — t !fir - _ - Sim 1aaa r a „ - i+fE • .. yl sec 4" t4 t?lt ti1 I Li COUNTY ROAD 13 TAI' PIC AL CROSS SIA I 1 y'' AL. - r .: a as a a a 1 4 -azaar: --- -. ryes mars man as aka a r.. a Maas _.s as ate— same 120' ROW fa sista satAnita...} a: iAitC. t _ •c }. ifdis.a"' .,r nary tot MN. ad ours aS I I i,SrWM A.3GaPEa PtLt bA,5at J, 1 a , .rApe" n.w„_ 120 ROW J me AMA, 41 A, tea a 9rw1/V tt1CAP:c,L a Mr•i4M4 _ .r WELD COUNTY ROAD 13 ■fir'■ ECM CROSS SECTION We DETENTION ION SWALE ati a fl-. !(t" -'Ai eri tiIMVAw' ila NORTH fie u 60 SCALE: r = 30 sits 'As *&r itlicsAt gag -Stirs*, alit •Aram• -s ettit* tka fl.ir r .40 Yitrf AS :Aar. rile a ea �-als giureimas -term Waal --vas — 4-- I ►Ar.a • a a a # ..,: CA Is •aT%r,: adlertii a ."9 M1 a Iiian I task- ai; aa..a : NaAAra i Page 5 of a A) - .a -! Y a' a RED BARN SUBDIVISION Z al 45 >u ri L1RYELCFLR j-.1.-EJ4 (I(.AA1(,,.a lF .av :. a$ CC,IT%Ci' $ riCa s Sa t 11 1b a!i- wall £o �sIM: rattibi erwo r s z+o,a. tic a Aa aS7 d a = !Milk in i PI it lbw f a s in 14 a W A a 1 a*TE 6-T-211111 4 NOs 1227[1 0RA1,1 D rriIK LAN Dki`Ai E= Pt AN WL-LO C I 1 ROAD i 5ofe10 nithiank 6/27/2( 6' 21.6* -•1004 ,— FINIAL I ,r- STANDING SEAM METAL ROOF WOOD TRIM SYNTHETIC STONE COLUMN f L PRECAST CONCRETE CAP ON WALL er r 10" PIN MOUNTED LETTERS ON STONE SIGN WALL SECONDARY ENTRY MONUMENT ELEVATION DETAIL a`,..r t!a 1 S L t a a a antIt Sire " n a is a r1• i— - • .Tz e��-- �• • - • • •a IT all Q l PM". "Mt err .-t • r - - 4__ a • . . a - _- • •• 4 4 • • • • • • a a r • • • .4 A Y • • a w"CO I • •of• • a ; b Oa• • • • ■ •a ✓ r 'ti a • •as rT• 4 • :f •S '*t ■ } f �• • F f a ai I. at IP A • Sr* a • X • l lift' • 4 _ . r. a ■ • 6 it -f i■ a a).' a •' ' 44 • ' m 9 •j a� • a • • .• • • Lei 6 .•1 • a 00 4` t ■ T • ■ • • ■ • r ■ — ' Ink... hr. • . % i 4. n & 4 a a • J r f ro• • a • • m r6 ai r ■ • a is i • a WELD ROAD 32 a a s.' a re a se MI Sr 4• Ler _'rrs a a so a. aria afl—.— ORCHARD PLANTING BEHIND SIGN WALL alair r>a 2? SEI Ale rwran- ca se. a _.-i_liaa- •: a is n -s- a '- anor* ;=-fiFs sass Anssa -.Sell aarsrr r— .-- — -- _ass a s a- 44- a 4- a a a• SIGN WALL SIGN WALL / am a a >_r I . S 1 .•'ii f • - p- a r s • • • f a • • a • a • 1 a • a ■ • • • - r e i r • v•.a-E.:a• • ■ * Ra • • • 11 • rl • • e • i - a L • - ••4 . ' a a • -4 • I - e -e • • ) Its r• ■ •• . raa .• •. ♦ • • r Fr • • 4 t a • f • 4 • e•4i • •. • r is • r.1 e ■ r - Ili - r • a s it 4a . • * • ✓ fl • o a • -aft as a• .r of 6 -• ▪ a b a • - _1 r ▪ 4 6 a a' • r a • -I • • • a • a } a } -t 1 • r • e ■ ■ • a ■ en ■ r a a ' r • 6 • . r • n t t▪ its• a. q• l -I •0. ,�_• • a yy ▪ r• • a 1 a a• a• a• a a• aYs'C { i.• • '• S • a a r a :• Y .' 'b • .r e - a .00 iti, T w S T r•a • i :4 • i I '_ _ _ • ▪ • • •' ••I'r 1 4. a4 •4 • .1 • $ •• a • •- SECONDARY ENTRY a 4.. 1- a :} as ORCHARD PLANTING SEMIND SIGN WALL a ara tna a t•f- - f t e • 1 1 • • _ a f t 1 . w L 4 •••- 4 4 a 4 . .. ✓- 4 . 1 . a 1. • • a ma • a • . . - 44. a . .' , a a w • • . • f If •J Y e - Y r •• If • a w f, a'a ila +a • —. i a�••lA.i i•-L - as F • 4. C a • a a a ' 4 • - a •. • a —a • 5 - ..ra • 'srills-4 � 6 • • 1 `0 a I a al ■. t -1 •+• • 1 a n .= T •. w" s ._ • •ice• - w n w • al •/ a rT 1a • •S •• rf a -a a . 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' ' - a . . 4 • r • • 4 .4 i • • a a lag I J 6 a • • • • a a J t • n • t a ■ - ■ ISOM ■ ■ • 44 I • J ti . 9p�,a,es.•- ' a•) a 4 r a a -- - . • i a •• 'i -t • a J a a r ab• a • • • a ••• a - 6 • r • • I • ■ 1 t • 4- • 1 • • • • ♦ 'r a4 ■ r ■ r • a • 6.4 a • r ?•,. -4.114 I 4 ■ ea ■ IISIIIIIIII 1 _ n • ' q„ r • a • 1 1 ,• - • I- a 41 4 • a 4 - 4. • J B4 4 6 1- - - - r-�i.a • mop a ♦ 6 •- a C . • a a a ss a r •E a ' • 4 •' • • • • a a J • • a•-• • � - - a i J. •- 4 • r a • J • .4- • i.• aa a . 14 a • • • • o a • • • • It a. • Y 1 1 s t • t • y- T 1 1 'a • 6 • l • • • ■ • a a ■ r J ♦ -5. , a • • .•• 1•• • -r OP 4 • •. _ - • . . r Y • .._ - I. a a.* a a a I r 1 . a 4 •4 4 ! 6 1 a a 4 - a 47s f a r a ✓ J a Y 1 ! • a at )ta_ . a • It�•.._J • • • • • Y • a a x 1 • • • a • •• a a • au • •tt lift VS Rate • i • J • a • r a • • a ••' le • a • a • a e l ■ x r• a gara• erl _• are a .• as I.1 . • • • • • • -r •- . a - j ' .. • a a .i. • a e A. ST J a a •- - ' • r. I a • • a 4 a • • J • • a a • • 1 a - a' a 1 • a • • • • a i • a • 4 a a • i a - '• • • • ` a s x• • j•. a a a• a • • a 4+ a a• ,# ✓ - a i a a • a i • • a a • ' .r 4!�a • • 1 . aea. a • _ x • ■ . ■ a ■ • ■ • ■ a ■ • e • • a • a • • • r • a • • - • • • . . .-. n - • :. y.- • � Il I I I F 4 MORTH SCALE! 1-a = 30. 7•stater-Y 3Q` 60 ATTACH E D WALK W+ TIH STREET TREES. TYP, - SHRUB PLANTING IN STREET BUFFER, TYP. V i tiLL`.Ili@A WA hit.t3 tigeoractt,g int% owisietta i•. Iskte§ EVE -tGREEta SI;RLIEU DEC mkiles PE'Rk.AINIALS.P3RAtibks taataitiS I- Page 6 of 4 ar NOI IAI IUrI C Id EI EITtI 1 MINARY 1 LANDSCAPE PLAN 0 '.tLQP!k 13-32 DEi+EL PMEN7, tr114t,'1 'd, �.nc mlM�i • tai i %Wit (PF+IN�t �4S-•dl?-3M .) Sorn ad rea arnSevOgltlOdi cam a. 3 a 2 a a r a 1 DA -1E f56 ND; X270 I?RA* BY AY,+Yk I. AM.'S( 111: P1 )N SEC k ) N13A1i1 E's. I ki 6 of 10 n .t:blank 6/27/2( Page 7 of �7? S S . - s as - a a- a -44J• a JL - a. a- s n -a m • i 20' UNION ELECTRIC --RIGHT OF WAY ----- 4 a • w 7 '• 1 • ! • • ! • • • • ■ ■ t' ••• • • • s • a r ' • a • a a 4•••••• a - 4 4. : • ♦ . • a • a a R - .. } 1 r n e t • n • f • e n_ ■ t ■ n • r • a r u a • i • • w ■ • - a J a • . x _ s a - i • _ 4 • ,. _ ., _ • 'r ! e 1 b • s ri !•e n•J • t • • n e • • r ■ a • s r •-• • -i .a•. •-• ■-• a•• . a. a v ■ - 1 a a • . 4 oa •s��4 ■ �A ■iii ~i. . tiCkaal ..•• fl V ••. 1 a • Y l r • • a • • • a' • f r ■ e t e • • • • n • • r n • • _ say -c-am WEL.►D COUNTY ROAD 32 a a a- a -- a 4• aa: s-ssaa.na- 4-1 St Sala air -a s s. a as a .a- a .... a l•' a • - Waill.T••••4r,r' Ks_s.:J .. ..s - - .. .. - .. a w • . • • •• a • 5 • •"� •a. - _. �_.7-11' ■ u ■ a • a • • J. • $ • s 4 ♦ r • • •, .•a » • '• l • • a • a • ■ .• ■ • • l • ■ • • • r • •- • WELD COUNTY NTY ROAD 32 M11 1 1L a-3.saJ Sea ---------- a a • r .. '•' . 1 Y . 1 r e • • r • ■ • so so • • a •. • • IF a WELD COUNTY ROAD 32 a a s --:a asrr. ti - m.ie �Iaiaaa - •� SOS • • a • a TOWS air l• t a aSala =IS .. a- al NM ISO �r s. r �— sera f i a a - vrELJJ COUNTY ROAD 32 °111th" • .1 - aaaflan .a a r j�•.a. — a _�. - Ira a a WELD C0UNTh' ROAD 32 — s MEW - r = r d�• A P •Me data sa a - - -it s. a ma a ate m..- IS Sailasaran melnn . .s seal=-.ras-ra- - c -_4* S Ifa-a as as ass r •a•aaasaJaaa a a a a--ias a ..... a•- t4r • - a • • ■ •■araassaa■r L 1 • `' . . . - _•. 4, — 4a° aide to .• -- • >r Cast • Milled • I • • ■ a • • . • • . • a a 1 r , a • • r I , Ms a a as a s a1 Ya •ram• •-a■ ___ ■ IT 1- •- • • • 1 • a a 1 ■ it • r ■ Z a% a - - a • 4 1 J•• { 1 ' S• 3 • • a r ■ • .t S • '4 • ea a ■ qr— I I i S ,J••i • a11_ I•.-14115•' -r-. 1011 ROW WELD COUNTY ROAD 32 TYPICAL CROSS SECTION R ea5j7rer•:. 46as. a.. —L- rar -a Wei 1!-!r i S. a air 1 • • ii I • b$I _a z tu W.ILtPfi,. ati• •i `MA -..p �ra� rt. a 19 41.011 a t. •. S _ - s s a M' a Was anal. Is a OEaa a a• a fusses an a- as as s -at a a la - -'y . _• 4-4 a Saba a - a_ a a alr- ?tJ MIN L :aLAI". ,. �E:rLn�l�IEN� al; iw- I�lrac. 4s s •- t.f WELD COUNTY ROAD 32 CROSS SECTION 1W D1 T - NTION NOT T. SCaL.E • a d t r 1 co Rnoti ••e •aa �, • `lu :44414" Ill. allOrr -.Or ler :J' • • -- • • ^ -• . • • • • 1 • 1 • e• l b't a et ■ • • • • 1 ■• • • • • ■ r • a4 s A a • a• ea• = ■ a • - a a . a . .• 4P Ig. r .. • • !1■._t-• ■ 4 ■ • 9 • J • .l • • - r ..• r1• •.^• . r!. •,t a .. .. �� 'tom' •.J e_•f at ► t r r ■- x f a • an a e. a 1 It e ! .� • ,. ■ saes ■ I a r I- r - -*a d , 'a 4 e W. a 4. a a q a p • a s a • a 6 It 1'1 II • • • ■ 4 i • a r • 4 . - 4. a a 4 ! - • Pte- .. • 4 • V • a • Y f Y f t I lay ■ t ■ a et ■ a 1 ■ :• • • 1 • • • • 4 a A • • • • 1 •. • ! • • el as In. r■a - agars s n !- -I- T .. a x i. a a i - s 4 _ ayy • l • • f1 4 • n. • •. a a r • • w as • 1~••4•i ••l • 1 • 7 O • t. ■ e W. e • • it • • • a 4 ■ O • • • 4 • 1 • , • • • ■ b 1 1 1 r • f�i ■ ti • • • • .I • ,r . . . . f + f ! f• • n •'• a 11 - •• s a • a i a a. G . a a• • • F i a •4ti A r - _ a 4 • .• a, . • • a a • • • • • a a . a a _ .: a ! ! • • 1 to • O ■ e • r • ■ • O S t • 54 44 • • Iv ft -F• sater IT • • TO • q 4 a a. NORTH SCALE: Te = 3W Tettt h -a art r 1etr. a••sI• alJD<2- -s la■ • • at 'cam .'f rs'a al •-aaa• ara•a• •a..•.' arfaOSS . LIP +Lktel•i Air S,& .+{]1,1 if: ellikell-O'ilii- 0:411.1/4443/44.11liat a a 9') as !Pitt., wits eery : Rey■ -_ •* .p•.� .'rl--41aaaa La. it Is, 464 a Naar -.a. 1I as a■ . �•y• JJ uk ftN: IOM awA..L - .1i,G1'r. Far.‘? tR47 a 4 1 a = S l _ 1 RED BARN SUBDIVISION 13-1: C14.,rt1.4.1riught 1351 REL A°r, .ANE &a.Aal; c0 8.130,11 M'h*•R4 5c1)-51:/-.�"••a 7YT•.if- rokrlaturfa. Or:.: star DATE 6—i-11716 ace NC. 11;'5 DRAM El .%(JW{ l ANOS :LPN_ Pl. AN �►LLD (t}{ NI) RD 7 of 1 0 mt:blank 6/27/2( Page 8 of I — 4,'as` 4'-i i= „-+' • b`r Ile l PaINELI wawa Pleat %I. e i, Ir ,., _Lw =- .sue nr. ifir n - '.'w W'a 1 "IL l a FCC TEH Pt li ,yu':P: n... 1•rw�.ly I. 6' WOODEN PRIVACY FENCE r Pbt ro scaly /- ♦',14y,•.+Mi, al .4flrI for POP sill -s.' % A fr Kt.+ en ler sr&i!: i$l.ir yliltL •� . IrlI U M N 'suAs Nr �3'•. k 6OO1194 PERSR CALM/4 INCIINL EH 4' OPEN RAIL CEDAR FENCE NOTES ALL 'FENCING MOIL ATEU O J fEYCING euti_N SHALL 3E INSTALLED a'e B Jit,b FL CIF<HIS A .$t$tll$ OWNED AND MAINTAINED BY THE METROFUUJtAN DIS TICT ALL INTERNAL. FENCING NOT 5r OWtl ON FEI'ICII' C ?LAN SFV•LL 8E THE RESPONSIBILITY OP "HE BUILDER OR HOMEOWNER Lk II .V it 4 3 rota • . ■ ac.4 a ar o colt 4.4. e -J Ve#.11.7 TOW 2iterC 4YGRTw 8Ca►fi • Cit, s a E y y u a 0 2 RED BARN SUBDIVISION tt'MEL tR ititi TALI eintical Al RED J 1, LANE DOSPPIG4 b0 !'F; a YI.S.S--s%1-�b3; Int mans Arai Ur a !3 1 s38 NO It% $AS* 8Y *t MY4 It 04 8 of 10 )ut:blank 6/27/2( Page 9 of a. SHRUB PLANTING titUS PE kt:1-�� litL\Ij:\I`� a r.7t7 :FE .. a a.rGR+i ,3 QQ,Is sPlit i. i CCS Af Pt4GYYIDtD •s'I9 •:15141.l• urn. 0 ;r I' Vital `447 .t-40 ir,18I51 of nor pile rN al' 'MILO+ Le et • ak4lan e1ti bateage! l".*stet 414 Ignitea II• *'nrs 111 Tett, a r •haa —aCL•a(- *Dell fl3W Ir 1 via plar'e (r 5,5 mete en rpers \;4 I L IS! • CE allysre- 44 EE5 6.11-1344. cray irrk;•114 `en II.r4Tahi NAM Ibl3� 7•N111 itS f•lLJ1:y Call; W. Tps all l r t a 4440411ellr 't} s^rtisi d.. 3 Ib' C iii 1240 • id• OOgg ea • ma es tit- ca I oarsa at : i' a 1 is . a4 ilea W__s1Z 4a- lialagencIll trtCW t Will MCRCaru ladle le arch It s a tie scab -- KC. taCa[s l caw•eitilfa imr•• A'0 a trectLitas r aCs:ia ;La- , - - la • a WIN . 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Si k � raw. WAYS • .Pfd t7ira fiat ' Mt.- tan w* ait.i'tatia "Crdar:'1ta 'r • n- Ib$a.i.+a1► Hai a1 "hall Mash r: !cease :at'. r • . r1 eassai'Ch ea n Era- y fold's l lair r esli helL�t'It1. rte it • Ind r1 .•'. t : :. •rim eltsac'e tItirili t4.9r+1 1r • ai4 slut: csarcia gaint 'i d !♦ a4-.tt !��•t•s'=as• a is :r• Si oa ia. sadt•I •may, .+a p..te �•�ti.•4 -!!-=s!'•ln a� et air S'aiSla.i. • 8-�. e at 1y�-.'�Y'k �E a `R - =1.'1!'! ii �{a _�,� at y 1g %Oh SKIP. Oita mac woe - 1" illai *WO Vert WAD r • . ► - r Il i Cell-- tu4e wens. MC corn t ,V w a•�' � I T tsar ice- �.:. Amoy, . • ceri _ f�'a.�iaj y.; � er . AIL Cl .YT-• 6 t iletKr M' is AD.•i Killed 1 - il_ _ .. _ _ __- -• 2 s r : _ • CesfiCaaat(91 i - t7as>. C'e1ie—r ktr 'ie1 Flt= Vial . acii 6i.IJ{:/L�•Y.� R.'. llethisG ✓• rai•r-IVY a • ; i Sala % • r 1.—-ttajj, •...aT,j.q, tit -pile i .miliatiserhoe tatpsle tndaa*wL'1 r .: i p 1191ai1a Lei! rat rams.t'�'�i. '!i• . .as teas oat a #issue Iasi rafC&o `r'li'-File Q ■ eb i C,.&.IA11 .ISM r IANfSL-APt NO-fES Ail Cnosaca n areas a19 Ptah mawnu slag be *PAM dp' M l sekt'ti rngabort stir eln aro nyalens to tae ppocimo to Will= aaas faYt nibs Sacs eti ari ct eridattalo Sa out sly p'vt•De rams tarmac =war Temporal( unga in anus tit pravtae t tto navy* prosy Nola a ItsWeisinn-.etiC to I:sdy m a.6's m crj nSyusq w n ehe ri•-rea,Te>aan egn6Ydh Tempc+ant clonal it clulteelanenl ql r:a irs vgpunattpq *bialy cue'miac wows young aria home= 1CImbsatty Attlee Airatieltcr erJ k complete of ill a, awe to Myer Iran c'w gear i 7ralal Oar nett ma} 'sc iarein !t'n at tlee Americans alien !Iran Am 3 w ter, rg small lot' Y.. it dcatto en nor kar ds•rape Diann anp delays 4 Ai sad Aran net be Di eno5Kay dro Teases laka r'ascs ty:te ITU of Enrntt Tad S Tit'e 'n the a its I-msys must be morn= co 64t a.ray boll ank Mir and e m Stara ch.euier Mal 6 Mstiui a rledhun itth:re •Lori aesigarni around ►ryj n7ttrams tem oesaanrnern cannecuons or *ow bra serene equpmant tad Tier ':w1t, A err nod was riot arIM T Trees small ee Disinter: win tat tap must tuna in use Typal bell i b 5 we: olio 'hoe stay ane cape glade Tars induce. Pees Maine set aft slow, Se_t rixg oda cui u.ntpntubcd pow Tree *'were me rum flare is mat malt salute relltatb an !nr Cbier mt tuOl taad vie }di ti Tee COrite' etiOr a , VAXIr8tic tv warm any nor. saeoeu alert. Claturv*c awing Lfl kitru San 9 $ ar.Lvr ,pp tka,•180Q t1W u i r.wuirtg lawns alma puolc sates 51rau oe instaiie0 Sy MUM Mi llICUtrlCe aY1d enga lwat Nita be zrcvldec W the ac cena nati ecsnter ID Final steel bee ptaaerraart share by stjen alfbwall tit- - Il ittpillt ultra WAS i3 iISM rintesieali Si; ■ seir i f6s till At aunt i a3 rain a staff ant 1 ton abler astrepiarice a It5i Pigrc D7 Ms: mica surly. &Eric ! tit a a* a≥ a releCt intyte mat CsJacW j PIE,' Adibisa gra am can 12 Clrgevc "P.m .m stiaiJ re used w enn t foot ea; Inas.rd Gr+irrltrrrrirl� yam :.sir a eat ton r: it 6 iwa sera•',® rr14 P2.2114 ire.; teak d planting boas stall Damien I t.2 at weticar5 etc, tram iL ping beds require a pre -emergent Ocadunemc Ware mulching. 13 .thy llnna teas am la tie aflame) by 4 a 14 gouge dnimatszed edger Ryerson erson or equal Eager is rat requited tempts cad a adjacent to calls viii De %eau or aaal i roe p!. 1 4 .r1,LQtk ri$! r_rilp1&c r twat posse* baling demon 104' any unman structures 15 The ogryraaCP a icopars4da k r me coot to war wires ad cent k3m aprk ^.5tss pick aria pinta pluptt ly MLitt a dalraited by rte Conwtrt ice for rnai uibcclwzcn came rti&a.atnn or during! irtc ipespfaecl anb•ttetre•at: wood 1n Cal lo• Udtty mates pear tc•any ar.C:iraison 17 la err rnanntam L-zienr Jesse:* w4tt',gai shat is removal, thong salsrrrL7on alcialtwy She De 'nerved for lamb usn on attars 1*quarii mint ista4orl sad Iantltci irg ! ID TAG CD:Cl acar She pi Osseo o-Dufl 4rarucga upon sampiellon and tametacgrs .i Nit Will SLLL) MIX Ormicinf Irmeranl 9r-t,at;-�s ss,e4o Cles ipr writ were maide'rll es ttriti 11e 34`ti EpttiillrnCm= litTsurgrm&a 25% await' Fetena&al Ryggrai'a $4: SA.+216a Base lc eve tits RiuDens Ca' ale 6ttat_t r1 10% i titntilOga, scat •ii Li, IbeI��sttAim Mirk*DII!h�l4 TREE PLAN PING SLOPES .I•ant, trs ewsa ear al• • r acma•*1 taw •'••r -fits as a aisla a 1 a� R Y+► rf-a! elf . -. 1,- --.- .c- ••-_s S•• e • S •r ear afters Alt , •-•t 'bike ••- ►or i• -r•. as •t -r --a • • aa' • a.'t at • 1 Tar J! a t I I ',J.•at •t Isz ▪ t .. aar._ W -a t...— rra" ....It, ti • fess : -a a-, FREE PLANIFIM,i SI ANDM WS • e . •ayha•it• �P era. SI • `t• •ar , aw a..• ter.. -►..1. .I. i1. 4.. 7 - iaaw-a-•I r . a•o�` --. ._a S. •a .•. : a ..ss t‘r al ■. •dine nee, tl •a--aa-a r *ma sera 4a MI IS r_aft ■ t•.-'. 4. 1 . wa1'is. t• • c .4 _ rjaG -. _. t. - t r- - a • . •r r te --r r. _mow e- -I . a • 4 a� s e,! a I 1' • 4a • I'-"'.. #4•61.1 ASS ASSir.ji.k...Lr O. .rar.Llw..l.vy l ll.a ..,...w <i da ..r• oaf. ▪ act L.•.ka. a.r. ta,lr.. Litt., la 11&.,i t •.0 lot. •-.. atkill . da. t•9N I✓4 r.l M... It irl�a a-i '.4tak, '• •t 41141!1 la i MIMI. • V•11.a/ at llo ILL e - ... j. II ►i. Vein lr-tVJ. L t. toff -4- ...fry- meg ....,4w k... 11.,.. b.+.:: ••. &a•. t e ,.... .a II*.,.Ii.•.,t1 .1.J ...n. 4 µ1s.1 n.>tLlIp..i r. PawainJaai. ...J YOU. Ma..... I...gkSd • 6-000 WS 11.10•114. Vlltk.IL4.. 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Pints ¢w0. a -mans miry. vas, 1°' 'JVtlu.4VlnF-Ilkasl••t Matti ICI 41*ii IA 4104i. 41111 .4 a '.KY I'.p.• ...SILO aei I raaa.0 Ir I.hg. ace LPL. ,.Mwi,.. bit Ik . a-i- of n141 I a J r._ote sat ,tit. n.i.• -aa - a..t.k e1 w...- statute. --IX** Levi r•a•am -•a Si Siu w.. •ial art_ o,uulx•nh'K i'u alms It I---_ M Stan to lea tat.La M • a i•a.aa i• •ala . •ND IS is •a ai7i► i a Y aas Y dubs. M. Ike ea. tine .e' Ills -a. - - M' f STEEL EDCHNG T.anneee a. OPT [Fitt %LL,ra =Vila Pull, syw ciFuLa an[I1ty aY+atlt aWY.ccia t•law.rtu.. Q`6ILWL stn... I setae ..•C,1Ca1t ,Asa; FALL t1 -a into twqrzia t' a 6 AL •a Mil IA CPy 4•' 3&' . 10L6•1 I AGO vrfk. b..tae.IS u j. relic ✓ lr e.I.5..Iu Mtn 1.. :,!lean IA IMAI111 .sit f,1...Ciaar`.n .kaa In I Cal a tflt-CiritT r cLIMAnc -aF r '.L . vita -1 U .-taa•nn St. •,. Mare. at•s .a.4 L- 6-r t jJl+a'7ta)ttt 4.0.111114•46. tc.'L•-1.&M ?Lt <• ai •- .4 Wee. NIP' IIMA. H .tatl:al RED BARN SUBDIVISION ��tttt�� it4 .1a1 >. eirr/t'tl n•r1r awe Pr S mar bal. Ca firm a.Lrli Shr r M- tt.attT. SIC tt ellta.t t t Ott t *w .tAM ea t3Wch3 , MOM 31113-017-3533 tiiosstir3Oar totarainmet •Cl•th Di -Mc 4-7-2016 438 Wit 1270 Mai* BM: A7rl'WS V PL.A.NTr Ci DE! AILS 9 of 10 J ut: blaank 6/27/2( :4 II Mb • .4 p• r irn rat ..' ff 4 r t 're1 sa s i a • • %a.— % s J• • • ■ ,..`C t:4' p LT, ass •} 11 it... -• • • w'w, jir •t .! „r ,irk —ti) WASTE FJEcwPTAcLIE F 'a7umor trot I -18Ud-S88-101 fl durrisincurn 61 8.4 Slack •. if?". mr II • S METRIC .IC 1% r %$ G.__. ON 3E �.4Ft 1v Cc ZiRDAA1:c a XiksoFACTSER •L rstionet44,c;s4:ac*mica-tr. I. $s1 ,Y Icl A `+C5 Y ;T4 1 7 WA. 7C; aE '-rAU'LE1 rs! :Ai At:CCIF nnCE i •�•••/f!: ii `_ K2. .ii -E T W� '3\i { NC s_L C;J41,•1LNG.i litzteat'r+5 wtrz% f• ZINC f:,.;r- EPC',RF '*N-uteih.i4 it I ISO 4r r} 'r lira r, 1 h 1, dMis a •:N 1'•'1 !'4E naeii* 1•S 'C12 WALL GELD ea Pi 4 P11C44 i%1 WEDECt Dace —o• re ■•s afalrle+ Y ilht: �+ O'ir■ TO iiinar gfrelms• C Jt *rflt 'C t TCI1.I II--�1I a �l ARS AflI�1NM1r. 1+16 n` r • 4 -or rim 141 la I -I. a' .-,C SI, r I air§ 7! •. LI k4 ' �• YAW' 7sts Wk.! feradrnsa5td. a ant "n,�o\a. ! . _ . , • . W .. f ., Twit °tTIiI.. 111T .,. r. aq• E --•••alr---•aSr 7■1V a t7: "E•' ar 3CGG•ti.. arazvia. QR.:g'tiit xyC 11'. IAN 11 .JYI 'WEtt - or JF.4+sLtir writ AA?. Iggl ;Kph (NT: iL11I- RAP CitJ LF'r PROTEECT1C'f a,' CONCRETE PATH IM OP * aaa a _ Alla Oa' a IS iamb -. piteitt *EU t —r wa.." ,•f ne / • f.'J P Al r... in • I. - •. •., EOE Ea PER tN.,hH LIFINCTU RE SPECIFIC; 1 la -CS Cy IM%'cilISTER UNIT 'i -a arm '.o. pi r111PI3SIE''i r kOTE k,,.t'I ;T49ECOMM-Et ifti%;0411154CE5r'Ei giCaTek5 . Z I 2 X: Mr SiAtf DRAthlr�litt- V '. L STa 5TEk4BcR5 COATED )4 i U' C 1�O t ;i ti `NE k FA WEC• Iri r�jI�><F �yTE,R, �Qi'IGE9 �.D1ti1f 1 a LC? has. •1" BOLTS T'I.,CiviDE2 a : FT CS r '..21 '00. CL *Y r i' r S;.'+ -CD �71 •: •r .N, 5K7 HT) rAp SCP s�I `t' iit{ Atrr Sllril4ti.C°+ERa`i+7kt[�R js 1AFi�E It1t:rjhT :,IFS 5 1M C&, s l' Il C Da 371 atlaE s1 uJ-ACE.11'jUrr ran RAM par.inc. s eeitie i•I#tiI as - pi 4R r et161 APOillant a I X, WNW *We mix Rene. Ifn"t sit RE CC w +%!' L WW1 it at pants W1 liras Saba& PlIBC e+r r.: !WSW afar K Ida 1:12•04 flit Ft4.1.!". is I OUS ra a MIK r aOMI:IQ t Pall 1It r rlMOM Itale tat :slAtMOW 1s -ID* se a a :R1 NuaL r , P!chii'C !:4 '1t V aw slunk; Inc 1.a • USU GRILL 4:41'RI; C 4 F �rx Sae taaix; S st3oriNit ap cfr Noir S • -w isol 10 frgkj dam T+Pm nag Web 3' r4 vQW ROLLED •-Th STEEL .;7A1 - ZAP 1tr1151QM1/. OhiT ; <I -0SER\EX1.5=4aLINES Cly.,tf>.ETE WP iS4 els% 1$"FISER 4'E1Hf 1C-iA COW:RETEr L7SER&AS F.DL:S :IR/SEII PiTtain[a5 !l°iwTid]PlRI -O F LBL• R: aIE1MFORC.ED C DFIiCRE TE , HORKSHOL PIT LAYOUT U 19 It. CRPIR-s Rhatri T ac sera .2Q5 WASTE STMT, — ti l'1Ea16t A *rat 610414 'NO EC*C rDAJ) Ii. --- 4E; Li TI Page 10 of r C RED BARN SUBDIVIS s apTar ' !2 OCNr . IPuili'. I curi LAYS : ;go 11E h1`: Ills, MED kar'+ %Art jIOF ICS M� S81! NM* 3111-4117- 3413 4fir' eI rY• a t-tat1 DA'IE---7-2ptb age NCt 1274 pH AM Mt AVIS14 SrrE DE 1 ml_S 100110 i C ) ILt:blank 6/27/2( Fiat), FLAN RED BARN U BDIVI ION. FILING NO. 1 Page 1 c LEGAL DESCRIPTION Earl PGirialalS ut Satati]ti t3 ceao Stpdiaa 2i4 Talarlraelig1 h1cm Raw ate ih:S14i the 441 P M ono wan at oil CSDrt 7 d and flakra t I it Toia snap J basal ayrragt. ar7 va t. d sae ben P Tcyyr; of Mesa Cant, al •iiii a .Sit a; Cocoa cs{rng rnaiw pa t crtlany outgo wee as alleles Cw'sw t^9 Oia Earar true d u'.a rrr rtCa& OtYdrter ci sail Seaun 2c as. taearmg SULAM LID UMW lano9 #''arm al+ UaIubSp harem rtr6 ve sums° Jetrillect alt isa hatpn'ii Ldhtn& S sail SiNtoct 24 said wars alma P4r7(il d4 Mn mom* corer of that csna .ailing to rile aalsenaatl di' a ftac uoaad Eiatrtltalhao he t 217-24-4 t RECX1 i-t1t 8 Te• Ib EKL n rat cat of the ultra &unity Oka a Rim dw ?r Fsoca *icn tto 4321f1r3O ut I Ar to nt fi 2011 ,rata Hum Cii00 uc' East 3011.2 hart alCsyl F e rturlttett at farmpnyrtrws d :Ata Eat kw d tad S*CPm .,31 ID a 9 fl al itlYf5rgai n at1a5 rte tatsttlinly rgnt-•all-4'raf ww d Wait CAaty Ruin 32 matiwkr )letrg fad itiotTheray Logs►&-o6Way Plot, $91-15.24- Ewa SO GO Bacot w <+ trxn ct wiefSEC n. 0* &CI P'afthilir7 r" tt-of-Kiley ,ants Ina Ear r Roder -a t-mrel of iwra Corset? 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Lila of Lill A sea LJO1 S ai Jima N'ilnCx.lfi-01t38.Stottett OIP'Illnir lla a1 /5 d t° VIM t+ n'w S4allkona1 COMP of aad Lai 13 Ramat Sung a Satin ni S Ipan log e tom Chi Eaaaary 1'LliaDgclOLX1 of 014 Sarin aria a seal La G Sat at -345T East 31S, 67 leet i0 a prim! awl 1St Estoriv ifig raf-Wtiy d tale 9rr$rtJ tiastN Pisa JJ tulle mancard Edson,/ proatgilaca aina teethe saw Eaealrny R1gra1-as-Way try ,Kr ccw .n tltta01KI lent Moms s atefaaeg Sal tr assay +lpi- •V1wy sic AID"; nti Eraetl1 proiortaecur Lib drab mono annul.e cartel. a1uRa of wit ClisW olba sa La:a A d RE -24 i't alb law a Rma Otto, ear u-., rases ante! Ca ken! liecootu a Recapuart HP 273j,Lt'3cri is7ve ima18 1ii6SScam sr 17422` ,Maims 3134 C19 ease math todftrealiirl Gall I 3ttt0 Ltd Monza ai©it{11 the 1 AK& crap m NC Lisa of RE-2di8 ruin. GY19'Ed' Eau. )013, :.-76 dorm Ire - 41¢(11, a. ;hi `vaJ/r brat Ut WIC Nanttatnt Quatinr a71 said Sttiaa:trr :a - pad Ri6a) Prong, taro Suuttoram.1 :utiir of s.ttd t.d. a. ca RE -24 /Et curt! it. & ynmsa.a aeons d sac rail+ C Secordad E rarr paai C iQ i1111"laa 4 t rtECAi 1%40ca to nca albrtc; Aka SALLE I no ci 3Q1 Lot A Atinitri 813' 123 r tam 372 '37 beta is thq Sudo-mist c~xrtar .a rat? Lot A. matte Morro $8°+ a1• Eau edi l7V wrt m a pa.i1 all sari East, Ftcri-af-*ar true or nem t:zunrr Rued. 13 1Nonua akwg sad Easiest '% s-ai-tsy Q+e col Wet Corny Plaid 13 Sown 00-0U'19" East la? 8d east J1# VA. a7YFai11i4j aim EAeret1p Rgr wilt sew -NW sew ota &wish- prtal neatbort and Rae North late d a Marc ?arost .d WOG 4eti•Crit5W list Id. A d RECX114CV7 ate NW in iite Utica oS one Veda C.atn IGirt. av Rouxaor dr Ralarpaat t Pao i 4 sf4? is, OCSOb r 19 201? South tall 27- MIA 245.4f3 Isar Iharint aka 4 the Ourtfyipto tuna d beta £1 a A Litt Mowing rao 12i crarea6.isla era *Wcm.Norm tlt'ri 0t -113r lalheai 187 5€1 rear deco soul, 09912r 12 r m'tt 4 SS. A3 twl r10 the, North rest maw w seaa, Lai Si aJ) RECKI.7• 3Cji7 miaKi AC% Ob *et We al had Lai A arta tree Ewan art are carton c4 m farm torrid DSO as Leta& or ban RFj 44 7 74%7 S7 tea' WOO I F East Skirl ieet fa the S uirese i 42C€304 tar bate Lad A atio to Spina • cornet d ball cat S mama- ai1Gi1,g ire Sots, Sue cal ear] L X S {,oath 613.11 2r *fittest Iy01 'f$ Wet tQ Goa SCIIJawitat costal d rid Lai 5 note Amp itta Mat n a a ASO LC4 6 MVO Cr! teal Into t? tie SOISCtstL Cklal le d situ Sratatat 24 norm gLL"2ff 13 Anse NW tidy feat in ?GO :7Gta grvol lit UMW Of SW ftlfPlitdal Owns d said Satan 2.1 llt zt.± &RV ad room!, ano d esaa Nadaaaras. 1a.aai'ta3r and ,Moat; 1dtt HNebt are S bead erred fiaccreev Et,praLp*o t IN* 1207-24-01 R C It 17O Gob t r , OO C '4i3' Nn tat 2366 23 Ind to Pao ;'aouLraartcal cornea ut a uataa paacS d lane POIsanetiO 41. L aR t if -WC CoatartOG Illiferali taon No 201-2441 jl fECX 1 N.JO tB when song roil Siam cad deal La S tiara, ti!' ISM- Lies 5: 1.35 I4d to tan 5chan ae1 rains S saw toL.b mcamte altokv iw'-"efts .all beta La 811a1Ot CH3`Ols44' 44saa ISO Ci lea .,t its ;dry0o*naer ecwai, of rant Cal sera f4crna Eas mpsun No 126744-01 RECA i Tanga tSanea aka-ap rhr, Jima, ant' 1'Ff a.a Lair 4 MVP 9t►• 152c East 415001m fait ray ma Soawieadi cornet d satin to C Dunce .long lee :Sail Harr Of sadly 1.04. C IOU edit Nataawl} picanistaxt oft saga Eats ins or Lot C Norm 4R"rs•ai- wade • 6U OZ Nem bo a awn oil !rile !taw? r7grsad Whist .alt sac too Ctany Raid Ji Qinwa mato ,acid riomreriy ft+rird-al-Wary Nam 1St, t tr'2C :aria 1661 .b6 tee to star seam d farms ucnaa an male fiormorly Rigtli+t-4May of Yogi Ccany Rapti 32 Ina ale Lamont f4KM nt-u Nrar 431 s.a a Wtalcs County Arad 13 .and Ins IBIt POINT (aF FIEG+Irt1HHO Nut dieeninen Frhat tFataa contains 796 Sic curers•. Mot or tic tag ither With 4010 Mira d.1 S eaaerttsln arm gattki-al "sap sail y actable of rr cat mourn A SIIBDIVISIQN BEING PORTIONS Of SECTION 13AND SECTION 24 TOtAINSHIP 3 NORTH RANGE 68 WEST OF THE 6TH P MA , AND PORTIONS OF SECTION 18 AND SECTION 19 TOWNSHIP :3NORTH, RANGE 97 WEST OF THE 6TH P AA TOWN OF MEAD COUNTY OF WELD STATE OF COLORADO 196 30 ACRES TOTAL 445 SINGLE FAMILY DWELLING UNITS CERTIFICATION S ktrei 13.32 0tea,eutltrnea ac 02 CY ailam— Stacy •,t raa?tvTsx, Card) 2i Pe it nut wowing eta ttcat( tit wi-ra kret aria itiket+t raanut a,rh elifiJKAOPEIVIOstra tkasv Iw 1+r "trot) Ma al ttt' yen A: ilitfl.a rr11 rut /J tta, east bhp awes a1Ga+a AMP" NM. �n �I±l!9F51 "tatri.ai i i�enttr lt. arP{'!r>oatta tta 1141114,43 .itFytrartU44 C*'nN.S'Falr 'NOR Pianlltr+a a.Ar1vrnsm l NvwathtlKln Cab aay id IG C4 11nw, Pl.aatrangumrrareen tlernitary WSW. esitamokatht bat 1 Omni, Teo amornoamm la Tar olttta l wrong nap ha 'Irr itenLials il)C1 a u(ytamntl aro acrurgas e I Onumi.et hit? 1ha6 KO 4110 •F4a11F_G ft thr5 114.11Ip trail 94114 di WIN 6.Aic dt Twat:PIQahoed CA411aide rtes ail riekskiltcakkI nits arm Wcifal`rc elmilLOS a ,r.=..0*tall t+ Wipte als rsr €ws ib Non out: %cn. anal absipnb eadked Tarn r,Jnb, t oMiy a ArG VICINITY MAP a MA Na.'a d ' t: tat SHEET INDEX (24 30 1 COVER SHEET 2 CONCEPTUAL. PLAN 3 DEVELOPMENT STANDARDS 4 CONCEPTUAL LANDSCAPE PLAN tat-,rb1 pit t a,•= 1.4 I-' aA .=_ ,r+ COVER SHEET 1 of 4 :nt:blank 6/27/2( Page 2 a Kt.!) DAMN .7, U t L.JJ V L 1'41 Lei . r I U 1 IN U JN U. I A SUSOMSION DE INC PORTIONS OF SECTION 13 AND SECTION 24 TOWNSHIP a NORTH RANGE 58 WEST OF THE 8TH P M AND PORTIONS OF SECTION 18 ANI) SECTION 19 TOWNSHIP 3 NORTH RANGE tW WEST OF THE 5TH P M TOWN OF MEAD COUNTY OF WELD STATE OF COLORADO 19t 30 ACRES TOTAL 445SINGLE FAMILY ONELLING UNITS Ae `.t#fl t Inn 4 t,F. A* all E sI' '1t'iIa_ nit. .aN' Y. *is" OP arlc riic. CIA a b aim i'-il `,!a4M AL r01..'C;F_'.. 7& tit C't,J, A e=?* ?MU'. t.. Vii,_ ` .ntij t&% ,1,s,nar., „ �i'�:aa ==4tiN , X4!'1-4 t3- - P f k a a :{sz Aril .Itafu ;+l:.ptici I It rt - 0-01!! L "0.04tantrjij 1 -warameLla �* 1 -Ms at .r �4 . Y 4 44.E ,t# .c �a 0 a't. •L Can' ti s It to >♦ '** ter' ai. AACt a.• '� c � • 4 it'n 4+y, • � Jr ler-d �'":t ikke II 144 • K4ac.•rM t n %WI Pt:CI$T• $ .c ,Yh,: r-i9r-L.4 ' -417:44.1/2C4‘71 1. 0:a I at: ll% �itt.C5. ;1't,0110. -Lc I4crL iflhr11aL''r'51'ivn Cr Cara :NItlf A AC s InninirfOiral�., .SIP 4PraIWPcil "pg. )1 ' 4 ismAStiptraajedialiii CAW. "f" , ili€e fr-.eit4 F l'1719Dt 1r _ t «r tot e pS oral rerreincr i tiff tikes.,: ' . a�rpy�' . .c,L 14 d w-- „- .s.....__-_ s -• 4Y�y c .• tt:i •A aide 1 :Mal pw ..rar*1w. Alp :rr' W a t by 114 el 'aiiiiL:JlSiAi •ecsore •e -- I, to i r1/24 -Wile ::Ctn.*Nicks'r"a A.slar• r'a &Wri • AA. AC WELD COUNTY ACRu�'1;t_1 uf�lAs.L LOT A RICC'rt7-aO44 1 546 AC (H&) '*€LD CRAFT ZONE a AC: LOI IRE( karEWP i 1311; rte .w -421h 4 CO AL. (14,41:9 NEW COUNTY gait & ifi - litJ' kora . obi be .i_ "i +w14c 411", gt.li at'e r •as.w wt:.414 4 labor tint Ca Thrry..• MI :in lee In u» twit 444 Ilan t a Zito-ameir A. WisA otos,. .414141110railb tlir 4# ass ii#,«P4i, '►buip.selaar s . Rey 162- p emerges rwnarn IFICSTERN 3UIGAR co -OP PsioaL 12 r-.42OO)02 °r 1 Woo 'e Loft A AG CI t j to Da Iota. b this roan *- 'Mats S Paw hp ripilrt qF alL•me4 =}lr ar iMuY SIB HS Now caps A&a2a Lana mars par I•rvepl:cr !Q PICCHIO Alward in tha Cites 4nd Racmrmi•''t 4Hf[t N4ainer 1, '-gen S. Mtip. swam t tc f 4 ax ray nabati. par Aacrprlion kc, i m=4'i g16s •r Ms, 3 too Ascerd:'t 4ri'or 4a,+ 2 '460 41a Elft PANEL 1209120000052 K44' COUNTY ZONE A AG GRANOVIEW ESTATES ANNEXATION P4PCEL 124919001003 MEAD 20 iING ZONE u,r "Fan e►iw . a_•rrr 4i.s,)t • a sale iwirfi ir!i EIM cs; PUD D fl_a WNrc- 2 of 4 )ut:blank 6/27/2( MCP t1V!.V 1S1UiN, t•1Ll1Nki 1NU. I A SUBDIVISION BEING PORTIONS OF SECTION 13 AND SECTION 24 TOWNSHIP 3 NORTH RANGE 68 WEST Of THE 6TH P K4 AND PORTIONS OF SECTION 15 AND SECTION 19 TOWNSHIP 3 NORTH RANGE 67 WEST OF THE 6TH P 14 TOWN OF MEAD. COUNTY OF WELD. STATE OF COLORADO 19+6 30 ACRES TOTAL 445 SINGLE FAMILY DWELLING UNITS i >k1 FITEh1T Thy SO Tax' 1-Catftw,r • s m Atiii4 iu cseiarr to reigrtertageeThai °reactor r neap .34 aelipSloa tinge-wamuy wine au _ I ale m t waaseere imam i.SWi. lam• as • arePmr Kahl Mme% Cpet Waage m sad b en Tab properly es gist' woe" e" bee mgo '14a); mark He OalnlanalUal dr.a loniatara O1d r8a9Wrwar II Me eg et SC r it si cat art: aseen9 .ddinla tu$ neighborhood taleciae ride A C tatrrlm:ludr Calr sta:I nr welt Oa faserg S b °seam, adjacent fulcra rataareorti nab st C.tagatarrtcn °rah the general went d we Tour i C,1a10111rh ttha. Plan rive Puts plowmen Ire Torn mat a seed atstni sea r lama' nian ontsepreent sec se east arcuate at health saf6ry cadet s r rehu n prosoke . ark] genera ;rural tar pia ratienki nap W}a istsp4 r de- mom peas art palmate ad tae Cclriysaaiatirev Pia(' oat ai pea sateen Lai air„L1a v be quay Jn_nx+ipnitu) &carts alma kits i Ire h'.0 let inis % tune tarn spume e -lama as ernes -lament ✓ AtlT OfttrY A a,nlydtS rod Punap Ufa. rov&S and aleCiptrm ale Wits P1)O try airy Torn, at Mew t'J4aira al TIMM* OW °°ordeal° alma become tt g seentaha :t raps osaatitent for the doetkaarnant dam ta9eb .rldua i Rad Bal it luny Ram not corescoresic by hoe -attwtoktme nil be tg:nnirnea by eras 7em! W Mean iivvocal cam CciSba Taw ,Air mart e4 tilt♦ PUG mad pcawti ono wen eat• Char elOpntrrx iii the Rao dire RAI pncwaxI, ;weever wrier° the F:t,i'a'.iai u d vets Paso At? nap clearly ataagms a seismic 'surd- saki u.p' aagafs5 0! me 'Felten 4ri Liss a Mumps Cum' tut am .a.'Sf>tafrvart f) ux16 Der tl Mesh many as deleernrusa try led Community puegOtlitkarg Sets C undafynei?mvae games Tne pe0O240Ulevier°) ng T'3rw d fJCrea Zoom Dew iGt5 F4essaenta -ia,Ft..SF-44 U. atSiaie>kiiu tMErbJdttltifLflk A. soma apsba Corm allgh the '19ii laanaenn ri aortae CO mewing Rea Elam .a Queasy canvnuaty toadied 8raaet local (taming ,art ear ITama ccxicrgt lbaa elseenrp wig allaOdm a no fanning oper a:14n WSW me camas pane and amines as t i- * path .amts commons 1yr opts aipmar aria; cotrnaom vno pry 1sab'rpv ash slinararniefilaMfi .tilt. apnea Irmo F.mlipttia Arta OK$00rr trainhan Varna attiersrees bt ;malt as a axle Mete ;truing pe..nefer Lenvag and other aam:mon are omagr. PantJen The prreary aaae ntaco t 'sept& sauna ea Iencarapa a rem fla me es arrant 5}raiAi#. +berg ,mCry rallellP2 °sic &vet arts Sheale The entry swank Katie at yrnpaasa+n al ens teals .actress pcntis aria ate raaiarn+aa,.otca from Cure" Aeao A. and 1:1At nog Road l;i r here areas .alit ncMato an awry lnaaJmwn aa4r'1 rah d Mint me'ns0 rape to ptvrrrle a madras Cl arty amo Tae lsar tartaia U, rmenaice ad Brass open spell areas are ,as mta n,j (via asp ma rgepcalgibety 4f Ina .a ati r ew a ssesc4 eetr an o ewe aoncuei q,aa neaps* ma want The l%OaTso % 4t O4 Me CUSta7rw ClOMOS we CID ISSOOr lreg Mr 311 Wean Kai KKnilrr 7pa6 The home tukirar Di ins nes9riaraooe this Sala a5raa hart yard isr\'>tarsprg ana Ndoirla IL unganora weal& assist's. An average at at i) Calmrhea tar twerp tarty Fir) knew aaat of tree ,sore n [TOMS the homy ni wan mar , ella P1 lea *an rise + ,leg iriy tetety Setrarfd and idle . salt, moor rare 2 Shall j., soirees to the Dar] yard Detnacaa at ant mesa 4 SOP kW' tea tree yam !setback d mr w . hare o A annrnurn Ji sevencrItve perms j I'S11at eve maisnai snail cos poet= biome ,n can INa al tan florae aria the ant .tress oasertasee appeases, by ma Traisut Ii Ilia awiwr.rnrc ■nrgen cystan sasak oa WW1 IN apt SK -- S Shaine TM tarn004Sgar Shia De Fr epaten 6 tai- the PlM vaag Jansakrapins a inslaiamen of me mis na tje+ at the yore It as pY.oricgrel lea plant .amfrpntg haea, st rubs and atasie s using a nnsccpa prrapies la'C na genera parr s+0r11. a.6 tows in 1 °fall r4S *amore u Mauer tat tact Ot has yard arc t aans.t.ip sal arm a arm ere a lip acera IOW 111O4-pr.yiai}a an *eci land east Total 'a gamenns. S Fene.anp Tne Moor% program ex Rad Sam sash in d a eaaerteeru amen arm mica Yraugetxa that naatgtatastnt ca aril semi tarhtor weB lotiaaarn Ninety tisa lebOtaralW aaa famine Rat Eiau We ts+ve>:d OF ideetlo awe Yana a mood ienrrg snarl on ad a calm C rS OMMSnad'y 10 Ora prgrety ct4 CI re homes. Mita the nt grahoarood Penns prelacy lleecaca Mal 0e gee Or Stales] ea a ntat cataan of sal 48 } tiaaat n freight engage Si old eaten mg hoc" labia the laaar brae snaa1tat a araarasmlm Z t ?WOW M fle a 0 me Ism Ina - e Open Rae ketrang Nutt bra mewl or stained stead rags a ut..mwn oi- btu L.d) 14ge la we dm owed i bra suopeaq - all, can ausitnal <Cur aria a'w al- a amts a to r ,a3am it Olin: 4 - Si- a Is. ttaCrCac tai d re leer a nm miadati thrall PO.. aime a as m A to to he tars as eralYrtr agars C Trail; CmrsectInne PeOnaatar Arta Uccle ale: Haan d— Lr f as es:Ma treat spat it tam neugnbcrrhoarl esti c nneceona vtt. the sdema ik anti bats AIM !Mil Ate reran tea Mk lath el eiraast t} Racal ads 04y - Sewer A Iola al 67 I .arms. C34 ;ariad mu a.► are w reteervmd alt• apse epics Mak aeartmti (Mallet i.rItaraper GAS r s bad es Arta 4i1b. eSM iseAuse Cu tote Sri dote a artaawaar} Y 7 eater gr eg imd n all telh+rao. sat no credit tar open 6paa- 26 $ leer. a C. kicaa no of debark 4064-1 -•nn 50% ea i s ,Wee alai] Kole° acael r space 6 85 attar are Mamba to cendt pso write;, ,asp me Uri' &mount Ttae maser°; nee waa r tai a era prim rammed as 44 aortas or I na et trr see/ E dentmeS rs earn *snow an. me Than a C,ompten area ee Phan avail Anew add rat 21316 a seal tit &.&S dueling units ars proposer] on ass 146 Si .car. was Ica a gloss noaw>rry at 2 27 om.eilnvs, taunt pas 'K C rate=tAunirig slams hoe elo 0tOPO64C PUG Genetiis team Partarde•lt - Carrnsarwy Dawn see Ontaspctent st ndauir, ab slaw 'e4yrt Me Teem ai MOW MtaatapaaCsltae +Rasa Apeamenirt tit Iles- Tne °nape ttrrttto Mt !Z40 &WC, Putt er-a SISIONIaaun IS m Witt naffed. at throes swat Soctawat ote6rfnS trZ rest In line seam are llamas aavasssgy an .ra vary alum* riga:trntsa £v tits Bien, d to 11eirt'rdrs Mai time lea env pcSi2 to ngp r tad tcbadeks ,°salon I'- yalage piacrneent a-'3 a vaunt no canna tint nifit cm trod:bond Gamma styes ale i o naigrooitrcroas Earn Ural turn; Mlmvn Prir3 ml nave a ale** Chattethd err rrtpmq net; pa $ a twat lamer aiamnais ana wan. in eta movements, )r a Was edem W ne Qvienncd r1311114fC0 stun RA -1 True Pt.[i Wain, sic animas] b am sure ewe an a cepes,i.pti maiit d ins aria name se Smog knot at PA.1 neral artriKtar rraa natal dote bon 71a rlanraa t. earl den tic -eat i iy 5.40 14 -cram the TOpri . dynam y :OOugairnkeep a a1a - Con voontli fSdoggn aria Qeselowmr. Surtderas wa en ea lawn d ?Sao lurrcapeg Crate Ana atrvrrnp elaSkn Soar, mdel ors Tin arttd fer1G,.sa lease a ret}e.wmeurea as r atillasuil lsarrlgre arc atm on Ada lute aim rat kadel slue crrnAp mars Thant andersil.. i tiraa el °°relay Ice ticaiS waxes than 6 Kuba aka a giottried br kractsealtng sheers ern wet spa x mm. Lich blocs tlia.e oral cans= at leautiaat t e I altered' m aLlda tall haver atelama.la i siak -is r7 lbxa pign :Aiaagtdaascat as tuesse'rp Oltlairlb titon.t rncdeds serwtaue6 (halec3)ei the ioeosuig,varrauce Elisi vela-; 2 2 COW! irstaria 3 Use ale lamellas maws 4 Rust kern S hiaisr rig G €0131 scat: an OYa a shad roan re} mar ;Ram tree ',lint one ;alms o ;loam i elontrons WIm Dm- sew &wee 'sing etre 4 Ira -°labia: mat talks ks at.e attliindin taa.attt/Istrria'Iarri >alitgar nitatiaad ntleas* aY wit dews or S T aide CS a MC tats a flat came ru:r7di sn ?tine a ha=il Die t2 j a e aeons 70 psotann snietibc en ervaty Teats may saunas I ficai 4cernetitarm rrva riaiairar I ennese karma Hai Enka oadti. 3 ''lama men and °;rani, e et crairtrri:neva% waits. columns eG. II Seigle arta eareaskril rewash The mar.* sal the hotaB samosa raronply uS ci pas Mmngetse da ruyka 4110 co kei•wr rG wo.pme mots Hari ea Krio ?94aa ► wail;°° Dcaotvaa altw lttliere gay rittlagaMO as mart me 6 viz cOMar does atla ft& rat Dap hones ,.arm riia�+t,E Os r.i"el" iarigtheaiga Edit malt entS an *mace artI eta istavl Mai D r ia©l.K;a on cane labs area rale a rimed or pak Ccan*r Jr]( Kraig Di °mar COW; 13, diiie cw brad Batwrdslet tItt u gaerantt N en apt too ping she loitering alai. terra es aaAa rittyaep i Aside or a-aso.sd perch a s new awn a aft wart° let glut wale r TUC ea me a lea J1r Cali 3. A • rzan9e in the ;tarsi a le rorgotme mile pianos S Beams aroeckuu bola (seises or cw4).p Stoat amity 9 *War nil parr ascii be a reph asu d an s esataesdsai soar Vanaona on guffaw psaeemteli o n wen to me tans d ale Spare IIti snag eral enpsmwsd ate ins mock lacy at naval' sewage fame garage so and r er ec saao garages Manama ma luau gardyus ans efec tt apR7 IAN roll rgiqueed kZones deal•° M rear ermine man Tares Ire ta s alert.- fl • 4 Sri *Rs its s tteetaCinglerf as Ira Tyir Way Mali li bassiarr Ia u 4 -.wail a 4$'% kit da *e i!d!M x1a i kr a reveirie lave riirt iris seta *Way know MS v *nape ape Li a coca ? arLlra It Ina ces grape alalm0 not I*'I phi saint. Prom tapaOt pinto the garage Day sera oil at east ;so Mac ear -sac trim the 9na-may garter aired Da iepeitatea by a rail as mast pia lilt aloe Tha bale anti at' a wk' MOOS 4r crape laws yid.undo° garapa may erunactm bile from Wen .salaam up %) sea lrl+eltr ;rare he? qwgatighissenj tree anal. end triaiL00 eaantab.a acted arJ>•to :bred tiegae-%tai nurse aria mho k,in wimae d the &sling i ESI ?i`fl ll. MZtMasa TY AND DitilGrwsa OVAL. STANDiiROS ZONE Rillat TINS e triliNGAICO +&c rrAt1 r Anus piar Grtantrsnini.. Mnirnearn -ime qty Dearly Manatajttun- i%ilt lifelrr!1 .41 Width Ott p+1rg gar care Mr tmurn S ,i IFttrMlmo Front Yapd Sckbaci —as mtrrr.altrtt•d P;-aeament edge ec a Private Orem 1f1YtI . d&}KI Ckarocer St, 4:trim Aiten i ea a iC'C4 ___ irtrincePi elIPPIPWIT fleabag C>flarlse .SEM t jr ve $Tl N tRU 6 250 5F "tit 4 0 remelting Units per °litre R Pa POD Ares - P1.nnQ 5500 5F 1+4 MO Sr' 227 DUL'Ac WISH milli wi ai1'eair . lag° *44,1 y� ids rittlhl MUM inriJ i7 Ant Olt d Cub 94P c ^Crag 100 t lt40katt Err+ E'k Iiiirevritsght'M or Stela S kid NON Rear Yard $mw* Principal ; 25 beet Grungre *Oh its ei1tranCe bung S Nat W °mailings 'Maximum Budding Height Pnncipal Suucldr>e Maadmurn &alldang height —Y Stumm Maaciwiu ern Lot COveread .4 M1 WWII Of aafaral 6f.44 a �gl01 }O left Pier net bait rilaicamirewataAlM (tt,a tacit ci Mat 41 4akinf 5 tees , 10 feet 5 test 10 tali abut pit ti pubilesttnai 'pia or pia ism dive LII tight inkirvinirtg anon,* Itt7K# aajsL7ant tO- the rigtial ill-ww ay 14 beet 5 serer 20 itel 20 feet I0 real 10 feet . 35 feet 36 feet PeIrM110Q t txoaCilrraettis ma, baking setbao!ia a A•otuWdwat reature - riali itng but not lusted to eaves bay windows chimneys entertainment sent GdrrefS CarrCla leaves Calltiettors co utterlorts cornices canopies arc wa a® like ?f CllitecDirtribl teotucts may isticimach mio the rewired let ed% a rrlaxnawJm Of PaiidertiOuf (2e4) me es b Window well. may etteXOCIGh aria requtired setbacks a maximum of Se recta c Unease(' 11+ uncovered taGG$ !+a€6 than tarty {3D) inures above grade may i`tlb datidang iellasC 6e bet iillMt M Na u'tal lent of a kit lifts d Encroachments may not extent, a h einerrult sett cuo written apixoval rnwc, the easement Mtkd Page 3 a V a.an PIMA le IGl&PiF I All I V.0tkb2%It. LS _a Al ...ea- ..r. - _ it -at e+ au H d z C, o �ay rFi.Z-m rN 2 cif) (24 ►Li :,,,r Mcud CoIo aclo — . as r--. .an..... a , —...aai ha DEVELOP4 EINT STANDARDS 3 of )ut: bile 6/27/2( Page 4 a !cry") D A MN NU J [" 1 L i u I A SU6PIVI$ION SEI1 G PORTION$ OF SECTION 1;.� ANO ?•ECTION 24 TOWNSHIP 3• NORTH RANGE 68 WEST OF THE 6TH P M AND POFt i IONS OF SECTION 18 AND SECTION 19 TOWNSHIP 3 NORTH RANGE 67 WEST OF THE 6TH P M TQVYN OF MEN) COUNTY OP WELD STATE OF COLORADO '96 30 ACRES TOTAL 445 SINGLE FAMILY DWELLING UNICS TRAIL CORRIDOR • LANDSCAPE ACCENT NODES • Sii€ FUI'UUSHtNG . QPEri SPACE •• hAT7IvE GRASS • OPEN SPACE w LANDSCAPE ACCENT NODES ; • }i.TT FURPM.I +:Ns; • FRAILS • NATIVE I�y I t r 40 s t +rim wly7 $ • 1iITi1.• vi `ai t =A17 it TRAIL CDRRJ lR J • LANDSCAPE ACCENT '"ODES C•PC' SPACE ;i74.01; — OF; eb#It - tip€ *'+ $ t€ ' r 1t1:1 f1ED1 I ALL, _ u', t -".I 1 Ar4{ a . . r -0-7-ENTITY LANDSCAPE !a•�l.fl 1"7191OC aTs. X00! s RoP ftT1E --I • STREET ;FREES RE-IneVotti*-11314-ric try- le I ?ow • SPk':C:AL TV lANUSCAPE TREATMEN> SIGN 1;C`E 1, MONUME3'n ATION amebae, di - i i . ,s rat LOT A Rail T- t10t•T• t 9e er {4.421 • SPEC LAITY LANDSCAPE TREATME.Nt • TRAiL fribLitort "DIME AC. 401005041000D PARK if SHELTER Ra ~ }�(u ages •fir•/ • sE R nissli •LY • ACTIVE RECREATION (BOCCE rI SSE 4) ) • ORCHARD CO-OP :ARMING • oARN r St-tED FIRTI • • PEC'Ah.1Y LANDSCAPE TREAT VENT 1: air 'El EllNalChs • Z PEC4A.TY LANDSCAPE RE 1T �IENT M! __ L5 • • -:Ti- F;H►tits-st.%a, NATIVE.GRASS SS stesTEakt SUGAR CCI-OP Ps :t 12091920002 WELD COVNTur ZONE .= AG ,1 SPACE • LANDSCAPE ACCENT NODES • "RAil.S • tlATIVE GLASS Mr Pa • tJHADE STRUCTURE • LANDEC~CEN T NODES 4 -PailtIARCEI. I2491socoo52 • Ear D®Wi*aLNG,4 ZONE A AC • TURF OPEN PLAY n D • COh•1MLNIPI MARKER Etniti atilt ESTw1E$ . ,)TREE, SPECIALlit UMW. mildrea IF R'f . SKKtdA3E A. MOt'dOMENtAT,CN SUGGESTED PLAN PALETTE SHALE TREES to.. • . a ._*F. lY Q' Mi ;it*. rat= ilraa 4.44 EV.ERGRE6N TREE'S -.It';f . •a& niairt r,'ssr e—. a..•rr ra. 'rr,a a o s ass rni YAW sA'rvIran SNTAINtaili Nolan le, 'Dub: 4tikaaiblisT marfamil i•3r rtruWe r a •°e''-Cta - •ajlan - +t OiniScst I4 a I to It AM. tt.IiikliagasaltI Rseiaitriitlir Iv.6r4,•.L r,.4 r • 4Tela• apteLteaskcsibi l',.4.10441 � f-i:'lflf UstsreA .44.7•4 ttts, • with s�1�.•�Yy1.t46 CI ��'-4 4 * Wla IPAI CP• -t '- i 'fat..'•4 0 CONCEPTUAL LANDSCAPE PLAN the Conceptual Lands. Flan iiienntat key areas aessgned For o.ar*c and open apace inipna►vernrnit. within The over* conte,tt S tyre PU C 754:trmisidescriprens, ara snc a a tc proti iee tn€ cnaractc.e at earn spate Each area !•.as. a hire Ira at pawn -404i t rA*a aro J O'AClir Ma( it neat wilersCeR t0 De an a rnclust+.t tint eF chote+taa aze. Adcittrrna uscs may be accred ui ierraveiiis an ci a *E., aregas awing to tasted flesrgn Donee'ss 14 -it r. -r •I< - w sia teak hod z z es_ F Zp ibee rr� � w r}' .sr ,r wtit ttc O eziP J R 1 a, 4 — CONCEPTUAL LANDSCAPE PLAN 4 of t:blank 6127/2( Pagel o t ftlwi an A ,r---, ,T ``^ fi r i " Sat . 1•141111a rit ' III�I F f '73141 ( ' i L _ ilirl" $1 \ SP '4 L i+ LCOLt ik Al Pi •\N WILL, TRACT SUMMARY I TLA .T lacrEshiCs I i+i ND '- s i iT sti GIIEL+1T iilE Pr ruuranthabies . t9'1 C a a,a "wax .._e 1 " ' rt- Gur,.crt C sippirt.. L „ Irx�ql P ott S7rnutiGT i 0.11.01 a- ti!ti .Il is 'MC 'Wi' 7.1 4,41 r. rr'' a 1=`"� f s gust �ia� -+ `s. OW' HO t ICPale.... "ttt t I Taw C 0 list :_s-^ 3 iii +a t i E na&.-� — I �� C ID ritts Fla -, Zst •v I ' 0 ireitCy II k tit: It .; a ClOti, eilli '-- PQ-1111.41 Cr Matt a aa$ 444 ! ir nir :PEW intICT a dlIll it: : i; rein ,aa ra.c . Friel_' `_T9_T IMAM' H lid c#0 J eL• 3IO 'sL' `ene - ! s —Nada S tv} 1G Pali;. -rt DISMICCI T is t 4 ; i till t iloff+tti 4 . "R =PIC 'Mitt I-- • XIS a» GIVIINICRIADIWI jag MEW DtaillCr 1 tine re spep Pte! i�!' + In - "Ilrelet in! a LaltsCP Co Olaf_ _ _na at ('rr We =Pr torraVt ir srowl Terra aPreaCa:. rTi'11a7 gitOatt T7O711ca E I ___• Haft al f igicl A and caul t_ %hai tie degeau3J Ie .Q itIV 1jf.itt k r =Haul of f� I l a(,i•0%ai r ctd 0 C Wel MIKIzsc vt L 4e ;T IS t ' II Kjtasg i Icv !nix Ai r s. _ t .,�%- -...? „4 > z _ !41 usk Ill: ta;riir t ic.4 IMiCiiC31O%.1:11 a/ eh! %)nt.tnnnlunjPp ..liar: bira> uu mu P4 unticuNy Plat Mtnvwa.r the n3q.4reu paths aocl upon. };a.x re sl'••alJ bu O.tExd le II Mr c thtIllfy ..ry4CutaltOs eulwi ry tdr_.rl regnIa bons ac dime :J ego!) ►1ru$PIA Bich Final PIA dom. +u[ s..attO igi n. in multiply urovit yporAu arud oath Ikfl #ai okon.eu4.jrernents .'c suwrcrnaryoF proiscnitie urlo corn'a4E$ duallsSh-WiS VIA t>41 £cr4iulucd&LI&Scall Final 13* 'r1-aO.4 VUL+sa4= E-ical Plate Nowak air* r%. Ulf bMlg itt rc1 •u rik timid :rt i{S5.P- wiry ry t ti u Hlsol4 dllci arts gals vv411,r-t's'a-'0 Qla✓n I`rovitu •aw,+43 IMO In. I.ly.HA atal Lie iOn al Bit _uupiat.ed neighOuncuc and LIS iju Intc''%aralc ti: jc::IM.....m a* vivo ySe.sidaj LEGEND •;•:-:•.;, CWSViIUNI7Y p,Q(l S yr -4 1)wti'a &'AC( FUTURE NEIGh W.MLMOOD PAR?< 014 -44 S ACL 0ET't,4TIO4 R DOT. I I el Oa RED BARN SUBDIVISION I!-1) fat 4L5414441", (r'alTd ! C qJo 1T{x�tb u imem$0 1.4444,04C 343 -En 7-3633 OA1E .G--1-2ed8 so 12Th man FIL'r a?,dyc{ (we %amis. E 1t 11 O4 ('K i k .ti P't �'+• oft )ut:bland. 6/27/2( )?1L119 Nuricri1 1 ,I0 1 VII141 1%90010)3 V a irtr#s 1.41410 btti CN C MCI k JON titait t 'van -lirIOW Ilk I•Onstri*J0 tit -et; 0 sec, rt ram Ifto It "11 > r r J 2 NOISIAKIELIS N IVR Gall c - r I( a •QQQ ti J a ID a, Wang erns.' at ,fit OCR a 4#01113 9 IUc'11i.Mas3[T 1111W w3 Q "%vet o IONHOUM9I3N 3tJnjfj auras N140: Alnov'4 +tLIMlydWO3 • • `•'a '- �S—I L r :INV%uMA mmel:4 v.dOPI'Jteltfil pa PR' a=44 u5piu &arodutd p tfrap innotion) Qin PrileflelliX14.1840Q Meg %W. 1M 9t6 Tale flip 41ro. awl. t..1•4 r IT 4 11--1 r+1 Info n -t lan-r • ti kgrI r' ri - °Wid r'ikaMf eta R4'%* POI Isa r D'I '-'- aq true 'nprpAwl) l• r 41. art "°H: F i. .fl A. % *P P' -I4 L4. •- ts`}4z ii) an IC V,Mraj n swop Win 6uglakm hilt LAP V W 4r! 1 trite&vvdn are 70099 0014rrtlei MlI :er o44 1eld AJrruwMdUd nun UV -zing xp$'. ,Wvrululci* r +14 ses Ito taas,apau +zsrtis ua pur. *gm err !triptA .t 094fittell EA' ci2t 19 I r tl:t'Ittas iptutI VI IX1eosariirr,I lerr,e ?a +iswidaof D itt't peruc 1aWijPLC" 5f swap IRrI .. 4 sonar CZt es. i -5r, t •mss/ C CMS !alaiep fl 1411 . t 4 erne .."9" Ste ds 7ridal WO e araci 1 Li6^ad alaLC blar7•-4. • CANS lip' ' iht . fl Olalaa Oluils tn. In 9 ( din. tinier— . $& 1 '- 1Thi1R � WINO; w t 4.-t a- .J� n . I an Alit10i ��uLo mgv��tapr�s n _ tit } a ,tnde �u�.{... ;.T i ac a_�.. U i il' a ma --•••. _ r7 r ow: I 1ora.. St& Mai "Irkivileirol,ritit,j. an C4a_ ° •may,e.t- m NWO.4 Or; Rai Or 9 wi6 flat: Oliall.: if: Ott ■ IIglu _ in ="As, ' Tlianill =Mel 'CSC. in l in In L aee eg :liii i1 n! tit o --et. *.rr ,.ra P , � -7a l'I is w aft i r rt'rr 2 aft ' SSC M:3. **mild dams Ste .te teas — Ste MSc "s"2160:111/41120. " SEM IWO 10 ANVINitiS I.)%114 a IE�'iiE� t LIC3110 SICSIO2 eon hilar4V9,1 7?udS' , S a- 1 at - Aswan!+,.-'ai.ra:'ai4Asi, -a t y• It r - • •e ' ,I TV -1!)010.)) Tip :7 T A•1 r D' I aiiud Page 1 o h I a I , 1 / !i4.:4, It la afaaaas ! � " .. J VE a _ :. A Mr teC d l •T- ctt -_'i_ lad b" L waranoll 1 i y OPEN SPACE Si. ECOLOGICAL PLAN • r Mi�lrr !fr Y� .,jJ aa TELtilla j it AC". FACE TRACT SUMMARY TRACT 1 reNo i +i ,rto AIL?' j:R i0/P� {;SIT iMailatirgilliCE iIP+ 01217.01 0 5yi rF4 Ct D044`ll Oita= C I :--.' 6glin MP- r' fllfiW ill t1 e6RIs I a 00 WIIO aI1 tie en a xsr�16� W I C!' Ire s><r 0 V' ,v i it ks Dale" WNW t- Pre 4r GINN PNIICK ''Lnolo 04114101 110110, O ! .• 4 Via: —la MTh Oil_ -1000 I MC ; lir i rr sir _M i I W MIMIC' I ,{I a 11,3x{ i.i)t 1. ja TZ -ad��' r . WS . tAt OM r ■ n IAMIS .. Volt ewacr r- 'eft — ti as *'azg rwt i n azi 70Iwar 111[' �W UM Omni ra<'i6afi. 0fi1 'iron :War fyiC i u } t We* Itt: L a a Wine* TGTLa.11F S** JI ea `•— - Q o9D! � /$'Z "' mEl h' IRA= R i _ 404 10.90. SZE ` "iii r�!00 'Wet t11Gta1 PPP !PPP; f_Y— " mi, : rRIC" 11r. 'rls ,pe- _ BFI i0P104. SPAM a PISMO ji 1'0 44e . .i w �..k ' Kir 51! toe; A old 1 rr Shat ao ukc,taUid to apan sip for o iota. 01 r_+,i.' air, ottiva4t :wren tttb.tck ,tt tr S ra ter' tr r �a 'eat ; t'_ ' A's -n "a-• • V : All •Mit arnd car.n su:tct: tieUglIer4S +=lil nit av a t:wtttnurni vjcle 1r:14iS. crag Prvottrory Plat ttawrr.w e'4.1 i & ao recr :MIMS anrm Opfh1l 5LaCb snail DG ca!4tL) r_n win; °'..eIl"q Anir. wont c Tow at Meds re jdal cAm 8t dawn $t inch Fji'. 'US Each Final PIA c eiia lvjj sta'oSync in teaming ovri sS,1c+u #no ors* Woo Ucato.ilion requirements A 'iaatnmaty 01 pmpu lla dM completion c ic4114 r. ,n4 t& t rurldcw weir it[4.11 Fins PI,Y lur ir:ozwtc+St DuIIXtbes Etaulaic?I Rain Worn: The twos-4:ap tt CUD re ndr toed .inn into ;iai rhC.'Farrnrtq ma alw iay'aut aht'I &Apt 3: 41E' prapoil,1 nstsgrlt lheal and LEGEND' r:/-14 COMMUNITY FAQ LI TY :OPEN SPACE FUTURE. NEICH61ORNOM PARS. 4'IF'tt'1 $PACt OErEN'IIOhl & f4TG-I am CS ltrirt Ar' RED BARN SUBDIVISION tie s V J L u Ui t1-3: DEnsc_- 1�11tSi'., •t.t f a T .;'!CL?- OCWarill CO 83,303 Pit011,, J4"r°--At 1 t+~,'IE tr 7-7p78 XS 1270 Mae $T; £Y1$Yc 'Int- L '. aI f 311 I i I 4 1 iii '4J V! 't s• I of 1 )at:hlank 6/27/2( Page 1 a HISTORICAL RECORDS SEARCH March 14, 2018 Per Jennifer Vecchi and Christopher Kennedy since there are not any structures located on the property no further historical records search is necessary. ) ut:blank 6/27/2( Page 1 c Directors Bill SzmydF President Steve Brandenburg Larry Brandt Paul Bukowski Diana Larsen Ed Martens William Prewitt Little Thompson Water District December 15, 2017 District Manager: Michael T, Cook 835 E Highway 56 Berthoud, Co 80513 P. 970.5314 9+6 F: 970-532-3734 D.org Andrew Batson:13-32 Development, LLC .ndrew@yourwahome.com Dear Mr. Batson: This letter is in response to your request for a water service commitment for four hundred fifty seven 5/8" residential services, eleven which are standard taps and the remaining may be considered as urban as long as the lot sizes are generally less than 10,000 square feet. Urban taps require lower tap fees and less raw water dedication per tap. This water service commitment is for the property generally located at the southwest corner of Weld County Road 13 (WCR 13) and WCR 32, Mead, Colorado or more generally described as follows: PORTION OF THE E 1/2 of SEC. 24, T3N, R6$W WELD COUNTY, C Parcel 120724100046 and Parcel 120724400002 The District provides water service within its service area as defined by the District. The provision of water service by extension of existing water lines of the District to the above property and the installation of taps for lots is done under the terms of the Rules and Regulations of the District established by the Board of the District from time to time. You may obtain a copy of the Rules and Regulations from the District. This letter outlines the provisions of the Rules and Regulations, however this letter does not change any provisions of the Rules and Regulations. The Board of the District may alter and amend the Rules and Regulations at any time, and the provisions of this letter are subject to alteration and amendment based on changes in the Rules and Regulations of the District. We own and operate a 6 -inch line along WCR 32 that extends along the north property line of the mentioned parcel. We also own and operate a 4 -inch and 6 -inch line along WCR 13 that extends along the eastern boundary of the parcel. We can commit to provide service to the above property, subject ect to the limitations in this letter, for 457 residential 5/8 -inch taps; and the following additional limitations on the provision of water service: . All improvements to District facilities required to provide service will be the financial responsibility of the developer in accordance with the District Rules and Regulations. All improvements must contbrm to District Specifications. Prior to initiating water service, you will need to provide evidence that the property is included in the Municipal Sub District of the Northern Colorado Water Conservancy District. You can find information on having your property included in the Municipal Sub District at the offices of the Northern Colorado Water Conservancy. )ut:blank 6/27/2( Page 2 c 3 Little Thompson Water District typically does not accept cash in lieu payments for water rights for developments. The developer will be required to providewater rights to meet the minimum projected needs of the proposed development at 0.7 acre-feet for each standard 5/8 -inch tap and 035 acre-feet for each urban 5/8 -inch tap. It appears that the applicant may be able to consider 5 standard taps and 72 urban taps for the first phase resulting in a net raw water dedication requirement of 28.7 acre-feet. If standard taps are requested for all of Phase 1 the raw water dedication requirement would be Full buildout would require an additional 13541 acre-feet assuming the remaining taps include 6 standard taps and 374 urban lots. None the raw water dedication identified above includes any water for irrigation systems in open spaces or other community buildings/facilities. If such water is desired, it should be evaluated later. Currently the District has cash in lieu option available for a limited time. Mr. Batson also has water credits with the District. Please contact Nancy Koch to discuss options fir water dedication fin the pi opei-t y . 4. For the first phase, a minimum 12 -inch waterline shall be extended from the existing 12 -inch waterline at the end of Knights Way to the property. The 12 -inch line shall be extended through the development parcel to the existing 6 -inch line that connects to WCR 13 and to the 6 -inch line in WCR 32. Future phases will require the construction of a 12 -inch line to replace the existing 4 -inch and 6 -inch lines along WCR 13 and an additional 8 -inch connection to the new 12 -inch line (See attached schematic.) Timing of the line along WCR i i should occur prior to road improvements (if any are required). Additional points of connectivity to adjacent properties to the west and the south should be provided for future development via easements or rights -of -way. This should be coordinated with the Town of Mead for potential transportation connectivity if they require such. Where fire hydrants are required for the site, there is a $2,000 per fire hydrant fee that needs to be paid prior to installation of the fire hydrant (installed by your contractor). You will be responsible for any system improvements or upgrades needed to meet required fire flows for your development. A 20 -foot wide (minimum) easement shall be required for the proposed waterlines that transverse the property outside Town of Mead rights -of -way. This commitment letter will expire two years from the date of this letter if the taps have not been purchased, paid for and installed by that date of expiration. The current fee for one standard residential 5/8" tap is $11,365 with installation provided by the Developer. The current fee for one urban residential 5/8" tap is $7,365 with installation provided by the Developer. This does not include the required raw waterdedication as identified above and required per the District's Rules and Regulations. YOU ARE HEREBY ADVISED THAT THE RULES, REGULATIONS ULATION AND TARIFFS OF THE DISTRICT ARE SUBJECT TO CHANGE WITHOUT NOTICE; AND THIS LETTER IS ISSUED D WITH THE SPECIFIC LIMITATION THAT THE DISTRICT MAY CHANGE THE RULES, REGULATIONS AND TARIFFS APPLICABLE TO THE ABOVE PROPERTY AT ANY TIME WITHOUT NOTICE TO YOU OR ANY PERSON. nit:blank lank 6/2 7/2 Page 3 to If you have questions, please contact me. Regards, i r ■ f miniver up a uu ll iml n, PE District Engineer a cc Aurora Charlton., Rocky Ridge Civil Engineering, via email nit:blank 6/27/2( liaLie4 C 12115/2017. 12:1519 PM Lines PHt-t? FF' r tt� FP- 12' it Boson Hydrant 4%1/4 S • a Control Valve Sjtilem Value Curb Stop Meter Fitting Cathodic Protection j N Sampling Station 1 PRV Pump Test Station Service Liens Network. Structure I Casing Water MuAtomic -nr 1 Water Main SU bdivtslon Asbuilt District Sections Weld County Roads Boulder County Roads Latimer County Roads Boulder County Parcels Lariats!' C4.?nt'y Parcel& Weld County Parcels Weld County Lakes Boulder County Last Lamer County takes Rivers Seems Ditches 1:9.028 0 0075 015 0.3mi .. e 'twig ° 15 a 3 In SCurtia, EsJI OlgrtbIGioba GeuEya > rTh ar Gqc raphias CP4E:VglIbIJS Os USDA tJSGS Agrc43RIO I aria We Gib (Ma community web AppB oiler rot AriGIS fl4 K9.4I' p,r• VI It1/41Ligi )ut:Mari% 6/27/2( H' IS ri MEI NMI ofrsflE wir i 1't I I' I. M I 4I f Q Q !'•- a a i a v saw - I MIL J. 01114 Mat i ....h_s_i nicam•.ii �� I% °� r CINTOI. IRE.; t`I OWN Al S i t N.. I I I, M1 :- eta r t I BST 4 fiNGLE FA. HOMES. I r a i onamii0la !Q aNeni... Sias a as RS'F-4 SINGLE FAMILY HOMES: a • a. vs • a..sin. h.- i■ r r - _ar. _ :" R5 F=4 •I SINGLE FAMILY 1 HOMES I* �r� r 1 / •4 dr ,■ • r �. I r, ' P'O!'_ORIN °;� f e r I' • I, I 1 41 ern. enrli are is jaSseitlingfr starillt tYPE i ;JNIN (,.#1 AREA (AC)' SINGLE FAMfLY-CUSTOM CONSTRUCTION 1.3 18507 SINGLE FAMILY -UNIT CONSTRUCTION 432 17B.23 TOTAL SINGLE FAMILY HOMES 445 198,30 NOT A PART RED BARN SUBDIVISION OVERALL CONCEPT PLAN NOT A PART - �a I' I A SUBDIVISION BEING PORTIONS OF SECTION 13 AND SECTION 24, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE SIXTH RM., AND PORTIONS OF SECTION 18 AND SECTION 19, TOWNSHIP 3 NORTH, RANGE 67 WENT or Tm 8TH F.M., TOWN OF MEAD, COUNTY OF' WELD, STATE OF COLORADO RED BARN SUBDIVISION ►AI c; eri ■I', 51,E;PeSicil OVFRAtI CONCEPT PL AN ll1Y.P� Cr* :JI Lb rnco; Ci 114ilt (lb/12/18 {..o laaicw.ons minion rui IOW I 1 • It -iJ j I I i I I 4 I 00 fp ask a Page 1 c r t -lam ass. . •tSi*t. r at. A: -.. ta-, Vassal. la+. sag■-,:!b1.YaE'!/ - .i.��. 4 !1� �s • _ we•'41 ... Wr4-lf'.i ti 4"-C w+A - 4...4 . to Y -Ire- as. *eat- a let S' east a a -.tam :11 .. . Laic 'a lye it- tt.+.5fiiia8agi/'k.' 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Dorn ILaial4+ ap St 'aitimLa a?!' -:s ana • S•'i3 K.'S a to i P . • a. •'ia-' .h , it -yawn Lla lama •Mr10sref WAr.If!,ll'an'rtL smeaustrie ALTA/ACSM LAND TITLE SURVEY PORTIONS OF NORTH EAST % SECTION 24, T3N, Re8W OF THE SIXTH P[Mr, COUNTY OF WELD, STATE OF COLORADO VICINITY' MAP 1" s 1000' INTEN5i/.1E. 25 SECTION 23 - r' S NW1V4 PARCEL A. St 4 I LAKE Th O1k1AS Va,. r.f r Jrs<,!ar" asr is jr C.,• es it e • •�. "t. r.p sr.rli f -r ."a r rr 5Elea r 1 1 i i STATE WADY e6 et.paCILAISOAL CaCitirtiva .017 iECDFCED EXEMPTION IX: 34 -01 -RE XI I4044 EENGA Pa..t r OF NE NORT#A5T WARIER OF 5aTIki e4 TCwra5riP3 NOR T1, RANGE Ea WEST OF `ht•5;1 PRItsiCIPA. katRilL7iSLt4 t:OJl1T', J= .C D `<N.1ZE L Cli1.CAADO WGa6*tiC h' Thu: NE CORNER OF SECTIOI• Z4 A l;•_ 4.1.41M1L,M CM If ARAMOE ?ON LoC.a TED its TrIE INT ERSEC 11C,Ris Cr MAD GR 111 AND C,R 32 HENCE S bt'I 1536'01/4 ALONG The NORTH ONE OF SEr•:ICJr,I20 406 TM- CIE OF 1261 et T11 TAE Ft CORER OF LO' C, of satAIDED E1tcIuF1SON i2;17 ?till BE.t:: 1Cav '•iEit', 11 W ;'9 5 . a ALONG -i4t EAST Lag" Cc SAL LOT C n 0t3TAAN': E O cM:' • ti 1C THE'5Efi:}RI.E17' t7[ C `.4iR E S itS 101 tiiALOLlGf}kSOUTH t11dtk L);CLOISTMMCErOF211Ei TOTr$35'71T lReoE-R,0JF,,OiC THENCE T. L'Q'ticyIS" € Aati FA.iZ 04E. t:T „CPT 6 Ot: RECORDED ERlvt'F'r'•Iur I'QT-2,L-.71, 4E lLQ•vLL'b A (i1Sr,NCc DF bo W To irrif aE COI:NERD; & JO LOT 'rIOCE S D9"1; ?r et AU>Is RTE. SOW -NUKE OF LO" 8, A DTST tol or in 3.r fiat :'HE 5rt1 5:%JRtsER t4'a 4143 A PCL.4to ON T1E i9E5 _PIE OF T-IENE. OF SECT Oh �c TYEi4.".0 S Efl tub C'l a AiGN ) ThE tis E3,T :Jtk Of ME. SECiKjN 24 X J)IS;AAICE OF 2Coi in taTHE ?0 list CENTER aru•11iTER (JIF $t{!ION •aI calla• 4 CJP DIN F * RESAA h 55" re -E AI.O•C :}1E 5.04111 UNE Oil THE t aOFIECTeC4v N.c. OM NILE 07 2.1C4 4S TO THE 514 C.MI Cr ,OF RO-r R.EC 1FLIEOEY -N}f'i ;-Z4I 1 -RE 2473 T'IEIrC: N tA•:X2 EXO'6_1* EE Olt ]IJ5 ?ITO "TkE hit CORNS OF SQL) LOS A isari•::"t: L SS L1G'!0• E r5:OrLG THE FORTH Lt4E -.12t rl A1ST MICE $ }$4 ICI TONE /wkIb E_? C1F L^.1 A A.PONT OI'C Z',E Elk'.' L* OF T:it %E ,S.CTIDi,?4 TdE112-iA'k'-I+CrIArWAJISTANCEOrCbhO:8ALONGT3EIL.CLNELl"+t4EWt.SECTiONet'OT1E5EcORWEiOFtDT$ 5 ORQEA EJtaeroo7'I t2;7 RECX lb THEln:"£ h c1.3`}S'01 tt A,.(rhG THE SO. h LNE OF Savo 8 A DISTANCE OF 2 :5 T111 THE I(Ci itiER Csr _078 TNE.W..E h D.I' 3;)S4- E AL.L'aL THE t>,'ES: Ls,+JE Of ).CDT a:ID rite Iwa L:gilAren t11 -LW Es A' 1-ANCE C]F 37t :1 T?IEFICE A IS'G0137 E &MC. THE IVES' :3JE D •OT ,L ( IDECI i, zt&rIOn'2C2 240: PF.CS- It-lIh5 "U THE NA cfER OF Lr . a-DISa'wjCE OF 2.73 art TrIENC.E a 8x`45 Sd E ALONG ;Pk' NORTH LINE OF SAO+.P7, tT k a1.01ST#4GE OF ;Ea 44 TO NE OWNER QF L•Ot h. •L' N- DN T*EE Li* OF TOTE I iEI;T1Oi+l 4 -•4Et:iti h Q.7'COoJ F XJAI ft: THE EAST :++1E Gf SIC S :110424 40t51a-'IC OF 22 4 TO14 ALE WRINER OF 3`tC 10'x4 ₹5 t4H1Lr1 Lie ?Mr BEGIPNINIC, -L',L114C AN Atilef, 0' 426111.0 e s SCUARi-- FEET 1 LCan. a. 7.1-PE3 SURVEYOR'S NOTES: ( (4. ! SE: PI FLRTT JES JiJ S+ k irlL F,Gnk ir:ZNt l■aa t lt,M tt aS _CnJ a 4a COGlw2E ,•' : M - -n, -. r:a' •mow.: sat E '41-1 .t ■r� l:- - `:ills ^.1v'ia: ` tar. ...w r . 'n - t1E•La d'aallik ,li'e r -q :I1.ra 'Ti+1j1a :,+etY an , aJ. a *4:11.1• Hs BilWifiailt s•i;•.111-4 r t_C4sl7 a, -aE aaC-s L _-.�:r.crwl� :Ira; -Ilea& MEWOE :iR &",stn StrOs7E Wiski ]s,w,mr_k_aaJi 1Ce -it crLressalr ,lrr'%L .O:hT:1i• J1.1ti Ll(L '' s7Cl,:r.S AC 1 •AU: a -3Z 7 Tilt J51E,L -ti'tn i.. t` IN TN4 L''ia'CN1N:. rfl>< . S 54 4-4,1 t ,-i As- AMi.L; AIQ 1St; Atra5 ARL Jana. W.,$.50.gre$ENC.:...tiES5+JTARSY:E7'E,1-a a,i31S :!r t1E.rllr, EVONCLARCEASEhGes NE uerukt3 nil N6iA$PTER4OES=yOiNam 3'r Pei .Ut'ELID 4 fJGt rsC Bt • i a.LitN.A0 :114' A Aa?A•1:�. 6u0. 11.AH71C 40a'ORCCE y ; L 1.'.MCts540.-%1104 WWI =OAP &POI MARK PrO> ta:R7E.D J -1-E St WIT Cr K4*I> 21 444A 1.1.-4L tsAl Z+t s !'S'• o Ad}'GE Ar..-O .^Dost.s'-'000.J(tACi:.lAw ruL%ts7`^S.isosa Wit Lie-es%,I•GI isaacs:p31M+Mi"Gti v: y NCI2n•JR.E• li:'SN:. TSUI 'YEARS ALIT. Writ TIPS'T°ISO Zl•:,ir 't 7 a. 40 EV:thr W• at., +t-t.1r;a-J'C711 Nom►�.r ..s ik?ti. ?-Ja-n' IS SIC a.",i}^ 'tat- acts 4 :C -? 47 ','1<''i'lii.,a'.7s Id ssiia SURVEYOR S CERTIFICATION i,:r +.8'.•: • iaail,Ls:SS:or:Lo i LE1\ stC _: ai.-hail t1.C;aaJSi I �•,541aahT :C1LIFP n • Iia L Tits :s74JCv i .aca.4S1E_I -c PaAI1T1 sat r rE Gr' 7^,LL OA,k O 55 -€FJ$Y ir`CIF'a 'teat ?III& GJ.1 1.h!-UTA4a 3b 6(L .;rl J%CEEt 14r Su6eabSla4.2 -. 5,1}1 .trey :d Y •,SH i iV.4EJ .Y:•11 ra'ik -so .'-c 1,t'hti i, eii ",.t: waaMMA15-1M1•';cJiI0,... 1• L•tJ}ILeftM'a.• }L.4cIIaCaY:.w4ti TI e xJKt'vh 11'441•":3'.a.r..F.ICaaS'aSta`E:•i1&Tsati]'-:0;SAC iaa`_W. The aL 'I,- ^:.d;IL,T,,ua'.,A•4� 4, TcaFi MI%'sf to dP.% i r+'. • 4 11-11 . 1' , ..IIcf1•4i1) LAND Sailatt,a CULDHAVii No •Tree irERsr>FCAT►pi DEFINED THE USE OF TI-€ WORD 'CERTifY` OR t RTIFI CarION- ES A REGISTERED PROFESSIONAL SURVEYOR IN THE PRACTICE OF LAM SURVEYING CONSTJTLtrES AN EXPRE5.51Qt9 OF PROFESSiIa *1AL OPINION REGARDING THOSE FACTS OF FINDINGS V kiccli ARE TFIE SUB.IECT OF THE CERTIFMCATiOPa AND Feet NOT COthIETIT UTE A WARRANTY OR GUARANTEE EITHER kaN.PRESSED OR M'IPL.1ED COPIES C* TH15 DOCUMENT MAY BE MADE RNCI DISTRAQUTEO TO OTHER PARTIES FOR REFERENCE PURPOSES AND REVIEV't HOWEVER OW/ PRINTS OF THIS SURVEY aaEARL.-AG ORIGINAL SIGNATURE AND wET SEAL 9Y TI -E SURMEVOR NAMED HEREO4SHALL 118E COP$SZIEpEQ VALID CERTIFIED DOCUMENTS edit 4 tl gIL I ftC.s41e as .OT 8 RECORDED EXEMPTION 1207,4-44LRECXiT_EXXIF DEGINNING NG AT THE E La C IDRIVER OF SECTION 24 T3iN FIL5gw OF THE *Tit P.m IN 1MEL 0 COUNTY A 3'r. ALLIMIN UR.I CAP IN A'RA:4SE BOX LOCATED IN THE CENTER OF WELD GPi 'i3 THENCE S 119. 12.21t• W A DISTANCE Of Ya.St1. 5T ALONG Tli t 140141-1-4 L iF. OF THE 5E11. CIF sari SECTION 24 TO THE UfNIER OF SECTION 2A; THENCE S 1!k.4tl Yj' E.LOt4{0 THE WEST LINE OF THE SE'% A DISIANCE. OF t41) I1' TO THE SW CORNER DC AID LOT 8 TI'tNC N; 89`T1O6-E A aSTANCE OF 1901/45' TO THE 511E CORNER Of LO7 A. RECORDED EXEMPTION IK19...2sucs.:uREoX1 7-00g 7 THEME N tXW'OO2O 1'F i DISTANCE OF' 54.35 THENCE rw a9`T, W E A OISTAINCE Of SX:4a THENCE S OO`G3.O11 E A GaTANCE OF 187 5? THENCE h 59'IR1:2+ C A£ STnCE. OF 7Itt 770 TOO FKII IT OFI THE EAST LINE OF TUE:5E% TH€f•,iCE N iyO''3&C±' 4'11' ALOhIG TEAC1 EST ONE iE A DISTANCE OF 5.58 36 1'J THE El). CORNER VICHICtsIS Zest POI Ni Of 8EGINNING HA1i1Fi5 1.14 AREA lEA Of 214-7317.4 4 - SCJIJARt f EE : 49 296 = .aCF E 5 lc; tL : tk• 17 131.45 PROJECT LOCATED AT az n SW CARNEFL OF THE 1N TEISECCAJP, OF uvCaz3 & WCfiS2, LOCATED IN THE EFa OF SECTION 24, T3ty, R,EsSW 6TH PP, C41L'Ir'!Yv OP WELD, STATE OF COLORADO SHEET N, 114 ANDREW BATSON ARH 2011. LLB -NI Engineering +fit Surveying 10209 Tonalch! Road Fracktown, CO. 80110 302 6410- 0109 )ut:blank 6/27/2( Page 2 c PORTIONS OF NORTH EAST SECTION 24, TSN, R68W OF THE SIXTH Pit. COUNTY OF WELD, STATE OF COLORADO •w•••ea— t f I 4: a Y •• — ir�"a� a-- • - a r,- --�,- -� tires;•,.t;.- a -n- iI614aL as, Amara .a.t sJ a u.. a,-Wel Tt...,,� `a.•'. M ININSIErat s tssra SURVEYORS NOTES: .• r z :fa• ,r tiP113lk! SW* art. Wit :I 4sIMA r4 Vie so ea. as< U 1010 tii a . •-ar..r ,. ...t -r i,�Qi>Aty��il�tIlag f l i's4 Lis r'iviitera. •:Sa I i t. =ca.. .s• • --- ----3•••344•-1 ai gigOSttia 4* / a W. a4 - ' ►iit arlPirnii !ii ft I4FWins '•F a �:�� s arIG4s 1f le:Aea.. .at. 2•1111021144a0066 i a4 x6:44 UnellivslIt3iiii ACM, 01 Jun .;ea ttn asns. _aa:ta ibralr; , Sirb ate' ':rn a s ohLir iL l M S a3Rtrii ras a .. a a>.r+t a 44*- s.e ati saAI iii libt liifldatb 4 x+44 gar I LJ WC.i aem+ar" 'Aim= c me EAST .ddi• rat tat' adkRi'm t airsr. 3C T31% WAS n r4. LL.,naala!,u i IC..t Eum A,-Ilr& Cyr iti n rum* Im}I. et3LMttJaL'"']Crtk t&12Sw4-40-44.1-0-P r4 Mi PIRIPPuar ilr4111$ I..ta.. :a. ttt atr:,a a Y LOT L3 :14 �Y • a.r d 6 a n.ist "ma teaea- -_ar:� •L.1sf • nas; • 'V .: 1• tar lLOS/ wall 41.1`.CE i+-.l41,hu'C.3.lsig..0 :sr rau must .:Ci direct AMI :iaoi. A::rR. ashs.a -VI. % 4A1 MAI 13 nt5:aUg-Cr ssi nut :.rixi: rEMS reehMt: =d$: G::.C'rPxt&ciCecfl NC P. nu IMA4 Ph. ri_' VII eta • ARA min t *'4t1 Iola t.i..-.,Rasa.. mai mu 'it. 11 a.; . ray w ..-a ...l drir la ea lei 'LA • t • tal._aka is • a PUS a het iaiac NE1A I!. - — —' NORTH 1/2, NORTH E'LST 44 SECTION 24, S ttaaaskt sea IS self: i vast i l rill. i iiec ' --y FPO MU et. t weal nisi y lacMP�_ P PI "I' as tttl » b1. A - +nk u sat alp f SURVEYOR'S CERTIFICATION r3L eeic r £&SEstrtC t ioa. ,E!$,E-navast A ktxliei +u al ran dlb ad' 5ti1rr. s+ACVIO•ataragalAl I3ttahniCA ►1/41 !Kb tiell a 4#t 1. ' 4?6+L!17 X M ti ► J ail I E I DWI 'P li 1"'.a A WM!Oa Sri 4taa Vt avant R:,it.ek44)iiq 0411111.111 )wl' +I4.dttatie hat 11LAU . O IncaVent and i.C i Lid � y I f U iusen iiat CviiW. I lati1I I -Pi it. ? W1i+ t r ' e+ II:rif _:L`7a'1flN i iU1Gibon,i,76* ;a3kei'.i as. S+naS a orl. 117 11A& •3+arta• iicsd air It i:4 St I' V NaF,t N.,.S 1 tan •..klisaka c thr•l- . 'ILL:- AO Orr:c+ap a rwt&a a� ■ PP_CuErT OCAT al Al gustily a east An ilfli ar 1.4.21r: k .-auuN CAP itIflititito-a b ,Yy,�Mstegole r".Y Y 41 B e+z _ il a;. 1 4w U .mutt 1 t rimo jArTfo*$4O-10: i DF yyr-RI.3 & myr.R32, LOCATED IN THE en- of secuCWt , 4 . R1iffre, EOPI ?r4. COUNTY Or Itv L LD. STATE OF COLORADO SHEET 2/4 ANDREW BATSON ARS 2011. LUG Engineering Surveying 10280 Tazlichi Road Fraziktown. CO, 80118 383 Leo -81$$ nt:bla.nk 6/27/2( Page 3c . s PORTIONS OF NORTH EAST SECTION 24,. T3N, ROOT OF THE SIXTH P31, COUNTY OF WELD. STATE OF COLORADO 1J L-.? t A PIM "0". Lill •--4 '' SURVEYOR'S NOTES: •>•;. ✓tom •.1 at.: t. O.:I+.< MC i>+ saa+,Ai i1. s zzzIC a [s A XCR:r iw.t .. ".t 17.3'Ul.' ' =ANL- .= f . }_ N`'.. i.:Ai :.-AS sQt N. :l t t. a.': ti__ . ; di' 4.2:41* .at.;: ' r alM.PeS JI _mIt:•'QE,'141LRv a...s _.1'ra - ay._ £%tJI .: 'rr_ h "'L int.; ".l ."1"CJ. At 3.` ri[;. CA; t.'t.t. <'Y LGi LT'? :a;_ :,ust' v: .t-;s•_.t o- ': :°tt.tCr:cu . 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JNGER Mx SL4'tRIHS4iC4MID THE MONUMEMTSSHOWN THEREON At:'I%M&.T FKIST nor. IHIS Pthl tRut AtJD.$tri*aitLY REPAESENTA a*jn 21.M SeY it�+t DATE CO 5..Alt£r . wstp LAND SilikaE-Oft CD_ MOO. %% Mop — I a a—ISI _ • v • Ibliae s t •'1s71i IW",itijaeSifirk;iit fi !l : '`alt,!. t V 6 I ° h - I -t - . $n-lI a i -- -I- - "tv.t :41.11X a t mar " Atom, • AP 11114 44.GroaS !tea PRCI&G; it -,171'!6 PROJECT LOCATED AT r"a►.ri� r Y rd 1 �11t."aiEy n SHEET 314 c i4 COMM lM OF MC MR II i€ s. I Mai OrWCF3.3 61WCR32, LCJCA'TE} IN TIKE et) OF SECTION 2+I T3$, 1468W 6TH PM, CQU N Y OF "WELD, STATE OF COLORADO ANDREW BATSON AFB 2011. LLC E h weri.1 \ Surveying toMD Tolusithr Road Plankton. CO. 60116 203 1e-8189 > )ut.blan k 6/27/2( .L. 4.11-s a L a, •J Jf` Jr a. '1 art a a s ,116.4* %.- & V I L a Page4o eala a- air I. • uRV EYOR'S NOTES: rat — I r 1'+r LF�w>iQN IP 'ACID+ t ti s . a ,dJ 3�N dal 1\ set a1 a F OW?! .� AL _ _ "La .a l 1 r r' k --4N . - fl'! - 46 •..*1 . — S SURVEYOR S CERTIFICkT% N PORTIONS OF SOUTH EAST % SECTION 24, T3N, 86811 OF THE SIXTH F.M.t COUNTY OF WELD, STATE OF COLORADO REMOLDS 2444 ,� dee S S S t_r 1(44- La, * I .s a' RE 4 roT *t LOT B 11170 t G vri S ACiztEs cial IS 1 NEiAtha :. Qi.iaooLU C -C4o'Tt9a 'd& .a r r :r r' al a !•r 1 `, - 2=1, NORTh , SOUTH EAST % SECTION 24, ..-realignta. r SKY US , i. 4-Afte t*.nacwris. it 3 e , - ti 7 Msi p1 rat 3tk1t is?r Cr.x.OlislY) pc ntj%%ttY atilt 1' IflA -Ira N'W rik5 WAut tiY rt QN Up1(%H M1 3iffteaniCIAI AND :'4 t t)ralkith I S :,..440NvN 1kE 0vy'ccItlhuv E•xl:ri Ant, TES RAP rHut' 1.NQ AuOJRATQLY 4iPSFr.SEMTa 241,10 SURVEY 11 gram' 0RTe .Of S1J VtV °nerEtla[D ifJtr RuI4+tsO C'XU!I$oe Pero 44* LEDGENO 4'' 1. __stray_ rlie OM .■ I Situ tJg3 UitT C42::1 it'•O I /J kli .i tr;}/J' .LPN •_:a.ritf: as- as PPM %ILIOf lilies C i! IsPI P tilat.liettalliti SOS SO On, el W WAS SSC di CCKIS S saw tau C I> rah at aK1 Not 44 *Pt ingat tit iiaell 1411 • 1a LI" l41 ?+U' 4EG11 7.:@t: )•. sas CAM; .h 04 r E tar. sit 4j- jai -H" rt sit Ott 3.111 a p 7 1 11/4 Is si �A .y a$ a ar aim -sr kg,e r tat Cage& pen lar a r I1CAI, i4", SSW siltslailt A IAA 'AI tiaii • k 2_171!"sairesk_gliCS..c•fi i7,44C 4 :7 a iosk ITri CRY 88S L-' • 4 PPR Mall. aim, x....11S pt 44 I y,coosIMKy* •.4 'Lan $' ill IC* r rrPa��Yrkiaa sSINk Me k Urarr w a— v Is sew wAs `rilL.b► kW.* Sf i# ' a I. We L1Vat 17 1065 Flq': •anu 3 PROJECT LOCATES AT trier:mow] 'C1101? all. rya a -r waxer - 4 'A* CORNEA. tt THE ZN fEtt_ C71©N OF WCR13 t4 WC$SZ. tDCATI32 IN Pt EV; OF SECflN 24. rM R68W. 8Th PM, COUNTY Of WELD STATE OF CCX.OKADO SHEET 414 ANDREW BATSON MB 2011, LLC ngineer ng Surveying IM139 totalselii Rotd ?`halt aea. CO. UM ela9 )ut:blank 6/27/2( Page 1 of PRELIMINARY GEOTECHN1CAL SUBSURFACE EXPLORATION REPORT PROPOSED RED BARN DEVELOPMENT SOUTHEAST CORNER OF COUNTY ROAD 32 & COUNTY ROAD 13 WELD COUNTY (MEAD), COLORADO SOIL G1C # 17-1271 October 30, 2017 V SIB LAG i C mt:blank 6/2712( Page 2 of Y S II LOGIC October 30, 2017 Richfield Homes, LLC 428 Kimbark Street Longmont, Colorado 80501 Attn: Mr. Will Edgington Re: Preliminary Geotechnical hn ica l ubsurface Exploration Report Proposed Red Barn Development Southeast Corner of County Road 32 County Road 13 Weld County (Mead), Colorado Soilogic Project # 17-1271 Mr. Edgington: Soilogic, Inc. (Soilogic) personnel have completed the preliminary geotechnical al subsurface exploration you requested for the proposed Red Barn residential development in unincorporated Weld County, Colorado. We understand the client intends to have the property annexed into the town of Mead, Colorado. The results of our preliminary exploration are included with this report. The subsurface materials encountered in the completed test borings can be summarized as follows. A thin mantle of vegetation and topsoil was encountered at ground surface at the locations of borings B-1 through B -1O. Brownl'red-brown lean clay with varying amounts of silt and sand was encountered at ground surface at the locations of borings B - 1 1 through B-20 and underlying the vegetative layer in the remaining borings. The lean clay varied from very soft to very stiff in terms of consistency, exhibited no to low swell potential and low to moderate compressibility at current moisture and density conditions and extended to the bottom of borings B-15 and B-19 at a depth of about 15 feet below grade or to depths ranging from approximately 4 to 9V2 feet below ground surface in the remaining borings, where it was underlain by brown/olive/gray/rust siltstone/sandstone bedrock. The bedrock varied from weathered to very hard in terms of relative density, exhibited no to low swell potential at in -situ moisture and density conditions and extended to practical auger refusal at a depth of about l 8 feet below grade in boring 8-16 or to the bottom of the remaining borings at depths ranging from approximately 15 to 30 feet below grade. Soilogic, Inc. 3522 Draft Horse Court • Loveland, CO 80538 • (970) 535-6144 P.O. Box 1121 • Hayden, CO 81639 • (970) 276-2087 nut: blank 6/27/2( Page 3 of Preliminary Ceotechnical Subsurface Exploration Report Proposed Red Barn Development Southeast Corner of County Road 32 & County Road 13 Weld County (Mead), Colorado Soi ]ogic # 17-1271 2 Groundwater was not encountered to the depth explored (about 15 feet below present site grade) in borings B-5, B- 1and B- 14 and was measured in the remaining completed site borings at depths ranging from approximately 4 to 261/2 feet below ground surface at the time of drilling. When checked about 3 days after completion of drilling, borings B-16 and B-19 had been destroyed, a dry cave-in was measured in boring B-13 at a depth of about 14 feet below ground surface, while groundwater was measured at depths ranging from about 3 to 13 feet below ground surface at the locations of the remaining borings. Groundwater level information is indicated in the upper right-hand corner of the attached boring logs. Based on the subsurface conditions encountered in the completed site borings, results of laboratory testing and type of construction proposed, we expect lightly -loaded residential structures could be constructed with conventional footing foundations and floor slabs bearing on the site lean clay ands{or siltstone/saridstone with no to low swell potential. Groundwater was measured in borings B-1 to B-12, B- lA, B- 15, B-17, B-18 and B-20 at depths ranging from approximately 3 to 13 feet below ground surface when checked about 3 days after the completion of drilling. Comparatively shallow groundwater (less than 10 feet below ground surface) was measured in borings B-1, B-2, B-3, B-5 to B-11, B-15, B-19 and B-20, As a precaution, we typically recommend foundation bearing elevations be established a minimum of two (2) feet above the level of water observed in order to account for some seasonal fluctuation in the level of water and reduce the potential for water infiltration into basement areas of the proposed residences and/or impacts due to the presence of soft/compressible soils at intended foundation bearing levels. This will result in maximum foundation excavation depths in the range of about I to 10 feet below grade. As such, crawl space or basement (where feasible) construction could be considered for this site, Closer evaluation of the depth to groundwater should be completed during site -:specific explorations to be performed after site development in order to better define the depth to groundwater at the individual structure locations. Raising site grades through fill placement and/or lowering site groundwater levels through installation of an underdrain system could be considered to facilitate full basement construction. An underdrain system would require a suitable outfall. n it:blank 6/27/2( Page 4 of Preliminary Geotechnica( Subsurface Exploration Report Proposed Red Barn Development Southeast Corner of County Road 32 & County Road l3 Weld County (Mead), Colorado Soi laic # 17-1271 3 Very soft to soft high moisture content and potentially compressible lean clay soils were encountered near the measured levels of groundwater in the completed site borings. The lean clay would be expected to be elevated in moisture content and very soft near current groundwater levels and would be easily disturbed by grading and construction activities. Care should be taken to avoid disturbing the site soils prior to placement of any fill or overlying improvements. Soils which arc disturbed by the construction activities or allowed to dry out or become wet and softened should be removed and replaced or reworked in place prior to construction of any overlying improvements The very soft to soft lean clay encountered in the completed site borings would be subject to consolidation under additionally imposed fill loads. Areas of the site expected to receive till depths greater than 4 to 5 feet should be developed as early as possible in the construction process. We recommend the fill materials in these areas be placed and allowed to remain in place for a minimum of six (6) weeks prior to the installation of site utilities and construction of any overlying improvements in order to allow for consolidation of underlying soils. Based on the results of completed laboratory testing, the site lean clay and thoroughly processed si ltstone/sandstone appear suitable for use as low volume change (LVC) fill to develop the site. Bedrock fragments should be processed to less than three (3) inches in any dimension prior to use as fill. Care should be taken to ensure processed siltstonef sandstone bedrock materials contain sufficient fines in order to reduce the potential for stacking and development of void spaces within the fill. Depending on the in -place moisture content of the subgrade soils at the time of construction, stabilization of the pavement subgrade soils may become necessary prior to surfacing in order to develop a suitable paving platform. A final pavement exploration will be required for the development after the sanitary sewer has been installed and the streets have been graded to approximate finish subgrade elevations in accordance with the Town of Mead. (LCUASS) standards. Other preliminary opinions and recommendations concerning design criteria and construction details for the proposed site improvements are included with this report. Preliminary pavement section design estimates are also included. rut:blank 6/27/2( Page 5 of Preliminary Geotechnical Subsurface Exploration Report Proposed Red Barn Development Southeast Corner of County Road 32 8 County Road 13 Weld County (Mead), Colorado Soilogic # 174 271 4 We appreciate the opportunity to be of service to you on this project. If you have any questions concerning the enclosed information or if we can be of further service to you in any way, please do not hesitate to contact us. p Very Truly Yours, Soilogic, Inc. Litt Alec Kaijian, Ed. Project Engineer Reviewed by: 44271 W : a. ANAL X41 .r7 . Darrel DiCarlo, F.E, Senior Project Engineer ut:blank 6/27/2( Page 6 of PRELIMINARY GEOTECHNICAL SUBSURFACE EXPLORATION REPORT PROPOSED RED BARN DEVELOPMENT SOUTHEAST CORNER OF COUNTY ROAD 32 & COUNTY ROAD 13 WELD COUNTY (MEAD), COLORADO SOILOGIC # 17-1271 October 30, 2017 INTRODUCTION This report contains the results of the preliminary geotechnical subsurface exploration completed for the Proposed Red Barn residential development located in unincorporated Weld County, Colorado, although we understand the intent is to have the property annexed into the town of Mead, Colorado. The purpose of our exploration was to describe the subsurface conditions encountered in the completed site borings and develop preliminary recommendations concerning design and construction of residence foundations and support of floor slabs and site pavements. Recommendations concerning the installation of site utilities and preliminary pavement section estimates for interior site roadways are also included. The conclusions and recommendations outlined in this revert are haqed on the results nf the crimpieteid fieldand orators testing and our experience with subsurface conditions in this area. PROPOSED CONSTRUCTION The proposed development includes approximately 200 acres which we understand will be developed as single and possibly multi -family residential. We expect the residential structures will be lightly -loaded one or twoestory wood frame structures which will be constructed over crawl spaces and/or may include full basements (where feasible). Foundations loads for the structures are expected to be light, with continuous wall loads less than 3 to 4 kips per lineal foot and individual column loads less than 75 kips. Floor loads are expected to be light, less than 100 psi Infrastructure improvements for the development will include utility installation and roadway construction. We expect the site roadways will be used by low volumes of passenger vehicles and light trucks, with occasional heavy truck traffic. Anticipated grading to develop finish site grades is unknown at this time. nut:blank 6/27/2( Page 7 of Preliminary Geotechnical Subsurface Exploration Report Proposed Red Barn Development Southeast Corner of County Road 32 & County Road l3 Weld County (Mead), Colorado Soilogic # 17-1271 2 SITE DESCRIPTION The development site includes combined parcels of land with a total of approximately 200 acres described as Lot B of Recorded Exemption RE -4216 and Lot D of Recorded Exemption RE -0048, located southwest of the intersection of County Road 32 and County Road 13 near Mead, in unincorporated Weld County, Colorado. At the time of our site exploration, the approximate north half of the site had been recently tilled and was devoid of vegetation and the south half contained a moderate to heavy growth of native vegetation. Ground surface across the combined parcel was gently sloping downward to the north, with the maximum difference in ground surface elevation estimated to be approximately 10 to 15 feet based upon available USG topographic maps of the area. A concrete/earthen-lined irrigation ditch was observed on the southern portion of the site. A single-family residence, barn and other at -grade, wood -frame outbuildings were noted on the southeastern portion of the development parcel at the time of our exploration. Evidence of prior building construction was not observed across the remainder of the site at the time of drilling. SITE EXPLORATION Field Exploration Twenty (20) soil borings were extended to depths ranging from approximately 15 to 30 feet below present site grades in order to develop preliminary geotechnical subsurface information across the development site. The approximate boring locations were established in the field by Soilogic personnel based on GPS coordinates provided by a representative of the client and by pacing and estimating angles and distances from identifiable site references. The boring locations should be considered accurate only to the degree implied by the methods used to make the field measurements. A diagram indicating the approximate boring locations is included with this report. Graphic logs of each of the auger borings are also included. )ut:blank 6/27/2( Page 8 of Preliminary Geotechriical Subsurface Exploration Report Proposed Red Barn Development Southeast Corner of County Road 32 & County Road 13 Weld County (Mead), Colorado Soilogio # 17-127 l 3 The test holes were advanced using 4 -inch diameter continuous -flight auger powered by a truck -mounted 'I E-45 and ME -55 drill rigs. Samples of the subsurface materials were obtained at regular intervals using California barrel sampling procedures in general accordance with ATM specification D-1586. As part of the D-1586 sampling procedure, the standard sampling barrel is driven into the substrata using a 140 -pound hammer falling a distance of 30 inches. The number of blows required to advance the sampler a distance of 12 inches is recorded and helpful in estimating the consistency, relative density or hardness of the soils/bedrock encountered. In the California barrel sampling procedure, lesser disturbed samples are obtained in removable brass liners. Samples of the subsurface materials obtained in the field were sealed and returned to the laboratory for further evaluation, classification and testing. Laboratory Testing The samples collected were tested in the laboratory to measure natural moisture content and visually and/or manually classified in accordance with the Unified Soil Classification System (US). The USCS group symbols are indicated on the attached boring logs. An outline of the USCS classification system is included with this report. Classification of bedrock was completed through visual and tactual observation of disturbed samples. Other bedrock types could be revealed through petrographic analysis. As part of the laboratory testing, a calibrated hand penetrometer (CHP) was used to estimate the unconfined compressive strength of essentially -cohesive specimens. The CHP also provides a more reliable estimate of soil/bedrock consistency than tactual observation alone. Dry density, Atterberg limits, -200 wash and swell/consolidation tests were completed on selected samples to help establish specific soil/bedrock characteristics. Atterberg limits tests are used to determine soil/bedrock plasticity. The percent passing the #200 size sieve (-200 wash) test is used to determine the percentage of fine-grained materials (clay and silt) in a sample. Swell/consolidation tests are performed to evaluate soil and bedrock volume change potential with variation in moisture content. The results of the completed laboratory tests are outlined on the attached boring logs and swell/consolidation test summaries. nit: blank 6/27/2( Page 9 of Preliminary Qeotechnieal Subsurface Exploration Report Proposed Red Barn Development Southeast Corner of County Road 32 & County Road 13 Weld County (Mead), Colorado soi logic t# 17-1271 4 SUBSURFACE CONDITIONS The subsurface materials encountered in the completed test borings can be summarized as follows. A thin mantle of vegetation and topsoil was encountered at ground surface at the locations of borings B-1 through B-10. Brown/red-brown lean clay with varying amounts of silt and sand was encountered at ground surface at the locations of borings B- 11 through B-20 and underlying the vegetative layer in the remaining borings. The lean clay varied from very soft to very stiff in terms of consistency, exhibited no to low swell potential and low to moderate compressibility at current moisture and densityconditions and extended to the bottom of borings B-15 and Be -19 at a depth of about 15 feet below grade, or to depths ranging from approximately 4 to 91 feet below ground surface in the remaining borings, where it was underlain by brown/olive/gray/rust siltstone/sandstone bedrock. The bedrock varied from weathered to very hard in terms of relative density, exhibited no to low swell potential at in -situ moisture and density conditions and extended to practical auger refusal at a depth of about 18 feet below grade in boring B- 16, or to the bottom of the remaining borings at depths ranging from approximately 15 to 30 feet below grade. The stratigraphy indicated on the included boring logs represents the approximate location of changes in soil and bedrock types. Actual changes may be more gradual than those indicated. Groundwater was not encountered to the depth explored (about 15 feet below present site grade) in borings B-5, B-13 and B-14 and was measured in the remaining completed site borings at depths ranging from approximately 4 to 2612 feet below ground surface at the time of drilling. When checked about 3 days after completion of drilling, borings B-16 and B-19 had been destroyed, a dry cave-in was measured in boring B-13 at a depth of about 14 feet below grade, while groundwater was measured at depths ranging from about 3 to 13 feet et below ground surface at the locations of the remaining borings. Groundwater level information is indicated in the upper right-hand corner of the attached boring logs. )ut:blank 6/27/2( Page 10 of Preliminary G'eotechnical Subsurface Exploration Report Proposed Red Barn Development Southeast Corner of County Road 32 & County Road 13 Weld County (Mead), Colorado Soi logic # [7-1271 5 Groundwater levels will vary seasonally and over time based on weather conditions, site development, irrigation practices and other hydrologic conditions. Perched and/or trapped groundwater conditions may also be encountered at times throughout the year. Perched water is commonly encountered in soils overlying less permeable soil layers and/or bedrock. Trapped water is typically encountered within more permeable zones of layered soil and bedrock systems. The location and amount of perched/trapped water can also vary over time. ANALYSIS AND RECOMMENDATIONS General Groundwater was measured in borings B-1. to B-12, B-14, B-15, 13-17, B-18 and B-20 at depths ranging from approximately 3 to 13 feet below ground surface when checked about 3 days after the completion of drilling. Comparatively shallow groundwater (less than 10 feet below ground surface) was measured in borings B-1, B-2, B-3, B-5 to B-11, B--15, B-19 and B-20. As a precaution, we typically recommend foundation bearing elevations be established a minimum of two (2) feet above the level of water observed in order to account for some seasonal fluctuation in the level of water and reduce the potential for water infiltration into basement areas of the proposed residences and/or impacts due to the presence of soft/compressible soils at intended foundation bearing levels. This will result in maximum foundation excavation depths in the range of about 1 to 10 feet below grade. As such, crawl space or basement (where feasible) construction could be considered for this site. Closer evaluation of the depth to groundwater should be completed during site -specific explorations to be performed after site development in order to better define the depth to groundwater at the individual structure locations. Raising site grades through fill placement and/or lowering site groundwater levels through installation of an underdrain system could be considered to facilitate full basement construction. An underdrain system would require a suitable outfall. Very soft to soft high moisture content and potentially compressible lean clay soils were encountered near the measured levels of groundwater in the completed site borings. The lean clay would be expected to be elevated in moisture content and very soft near current iut:blank 6/27/2( Page 11 of Preliminary Ceotechnica.l Subsurface Exploration Report Proposed Red Barn Development Southeast Corner of o unty Road 32 & County Road 13 Weld County (Mead), Colorado Soilo is # 17-1271 6 groundwater levels and would be easily disturbed by grading and construction activities. Care should be taken to avoid disturbing the site soils prior to placement of any fill or overlying improvements. Soils which are disturbed by the construction activities or allowed to dry out or become wet and softened should be removed andreplaced or reworked in place prior to construction of any overlying improvements. The very soft to soft lean clay encountered in the completed site borings would be subject to consolidation under additionally imposed fill loads. Areas of the site expected to receive fill depths greater than 4 to 5 feet should be developed as early as possible in the construction process. We recommend the fill materials in these areas be placed and allowed to remain in place for a minimum of six (6) weeks prior to the installation of site utilities and construction of any overlying improvements in order to allow for consolidation of underlying soils. Site Development All existing vegetation and topsoil and fencing should be removed from any proposed fill and pavement areas. In addition, all trees and tree root systems (if any) and dry and desiccated soils associated with the tree root systems should be completely removed from within the areas of the proposed residences and beneath exterior flatwork/pavements. The depth and extent of required removal can best be established at the time of development through openhole e observation. If `where required, the excavated/removed materials should be replaced as controlled and compacted fill as outlined below. After stripping and completing all cuts and prior to placement of any overlying fill and/or pavement materials, we recommend the exposed subgrade soils be scarified to a depth of 9 inches, adjusted in moisture content and compacted to at least 95% of the materials standard Proctor maximum dry density. The moisture content of the reconditioned subgrade soils should be adjusted to be within the range of ±2% of standard Proctor optimum moisture content at the time of compaction. Very soft to soft lean clay soils were encountered near -surface in a majority of the site borings. Depending on the depth of site cuts, stabilization procedures may be required in some areas to develop a suitable working platform. )ut :blank 6/27/2( Page 12 of Preliminary Geotechn i c a l Subsurface Exploration Report Proposed Red Barn Development Southeast Corner of County Road 32 & County Road 13 Weld County (Mead), Colorado Soilogic 4 l 7-1271 7 Fill soils required to develop structural areas of the site should consist of approved low volume change (LVC) soils free from organic matter, debris and other objectionable materials. Based on the results of the completed laboratory testing, it is our opinion the site lean clay and thoroughly possessedbedrock could be used as fill to develop the site. Bedrock fragments should be processed to less than three (3) inches in any dimension prior to use as fill. Care should be taken to ensure processed siltstone/sandstone bedrock materials contain sufficient fines in order to reduce the potential for stacking and development of void spaces within the fill. Wet materials encountered near current groundwater levels would need to be dried out prior to placement as fill. If it is necessary to import fill material to the site, those materials should have low potential for volume change and be approved prior to use. We recommend suitable fill materials be placed in loose lifts not to exceed 9 inches thick, adjusted in moisture content and compacted as recommended for the scarified materials above. The very soft to soft lean clay soils encountered with depth would be easily disturbed by the construction activities. Care should be taken to avoid disturbing all subgrade soils and placed till soils and the need for corrective action. Disturbed soils should be removed and replaced or reworked in place prior to placement of any overlying improvements. Footing Foundations Based on the materials encountered in the completed site borings and the results of laboratory testing, we expect lightly -loaded site structures could be supported on conventional spread footing foundations bearing on the natural undisturbed lean clay, s iltstone/sandstone bedrock and/or suitable till soils placed and compacted as outlined above a minimum of two (2) feet above observed groundwater. The foundations for the individual structures should bear on like materials. For design of footing foundations bearing on the natural site lean clay or s i l tstone/ sandstone bedrock with low volume change potential and/or properly placed and compacted fill or overexcav atio rjlbac kft l 1, maximum net allowable soil bearing pressures in the range of 1,000 to 3,000 psi' appear usable. )ut:blank 6/27/2( Page 13 of Preliminary Geotechnical Subsurface Exploration Report Proposed Red Barn Development Southeast Corner of County Road 32 c County Road 13 Weld County (Mead), Colorado Soilogic # 17-1271 8 Very soft to soft lean clay soils with insufficient strength were encountered with depth. Excessive settlement of improvements placed directly on very soft to soft lean clay would be expected. Individual site explorations and careful observation of all foundation bearing soils should be completed for each of the proposed structures to ensure those improvements will be supported on like soils/bedrock with suitable strength. Overexcavationibackfill procedures or other approved stabilization measures, or alternative deep foundation systems could be considered in areas of very soft to soft and compressible lean clay to reduce the potential for excessive post -construction settlement of the supported structures. Floor Slabs Based on the results of the completed laboratory testing, we expect lightly -loaded floor slabs could be supported on reconditioned natural site soils/bedrock and/or properly placed and compacted fill developed as outlined above in the 'Site Development' section of this report. Care should be taken to avoid placing floor slab concrete directly on competent siltstone/sandstone bedrock due to the potential for development of point loads on the slabs. Floor slab concrete should be supported on a thin layer of suitable bedding material if competentbedrock is identified as floor slab subgrade level. Care should be taken to avoid disturbing floor slab subgrades prior to concrete placement. Subgrade soils expected to receive flatwork concrete should be evaluated closely prior to surfacing. If areas of disturbed, wet and softened, or dry subgrade soils develop during construction, those materials should be removed and replaced or reworked in place prior to placement of the overlying improvements. Below -Grade Construction We recommend perimeter drain systems be installed around all below -grade areas to help reduce the potential for development of hydrostatic pressures behind the below -grade walls and water infiltration into the crawl space and/or basement areas of the residences. A perimeter drain system should consist of a 4 -inch diameter perforated drain pipe surrounded by a minimum of six (6) inches of free -draining gravel. A filter fabric should nut:blank 612712( Page 14 of Preliminary Geotechnical Subsurface Exploration Report Proposed Red Barn Development Southeast Corner of County Road 32 & County Road 13 Weld County (Mead). Colorado Soilogic ## 17-1271 9 be considered around the free -draining gravel or perforated pipe to reduce the potential for an influx of fine-grained soils into the system. The drain pipe should be placed at approximate foundation bearing level around the interior perimeter of crawl space areas and/or exterior perimeter of basement areas and run to a sump pit and pump system, free outfall or project underdrain n system with a minimum slope of 1 -inch per foot to facilitate efficient water removal. If free outfal l s will be considered, measures to help reduce the potential for reverse flow and animal access into the systems should be considered. B ackf i l l placed adjacent to the below -grade walls should consist of LVC potential and relatively impervious soils which are free from organic matter, debris and other objectionable materials. The site Lean clay and thoroughly -processed bedrock materials could be used as backfill in these areas. Bedrock should be processed as previously recommended prior to use as wall backlit]. The site lean clay, processed bedrock and/or similar materials should be placed in loose lifts not to exceed 9 inches thick, adjusted in moisture content and compacted as previously outlined in the "Site Development" section of this report. Excessive lateral stress can be imposed on below -grade walls when using heavier mechanical compaction equipment. We recommend compaction of unbalanced basement wall backfill be completed using light mechanical or hand compaction equipment. kLtility Installation Bedding around utility pipelines should be placed in accordance with recommendations from the pipeline designer. Backfill soils placed above pipelines should consist of approved materials which are free from organic matter, debris and other objectionable materials. The on -site lean clay and thoroughly processed bedrock could be used as pipeline backfill. Bedrock should be processed as previously recommended prior to use as pipeline backfill. Pipeline backfill should be placed in maximum 9 -inch loose lifts, adjusted in moisture and compacted as previously outlined. Utility excavations will likely expose the overburden lean clay. The lean clay materials at depths approaching groundwater levels would be particularly susceptible to sloughing must:blank 6/27/2( Page 15 of Preliminary Geotechnicat Subsurface Exploration Report Proposed Red Barn Development Southeast Corner of County Road 32 & County Road 13 Weld County (Mead), Colorado Soilogic # 17-1271 10 and caving during excavation. Care will be needed to ensure utilities are not placed on or above disturbed or sloughed materials. In addition, care will be needed to develop stable side slopes in pipeline trenches excavated through some of the soft lean clay soils. As such, we expect temporary shoring, bracing, or cutting of shallow slopes will be necessary in deeper excavations. Excavations should be sloped or shored in the interest of safety following local and federal regulations, including current OSHA excavation and trench safety standards. As a safety measure, it is recommended that vehicles and soil stockpiles be kept to a minimum lateral distance from the top edge of utility excavations equal to no less than the depth of utility excavation. Cuts below groundwater elevation will require dewatering to facilitate proper construction. We expect a majority of the dewatering procedures could be completed through open pumping procedures in sumps fed from ditches or sloped trench excavations. Deeper utility excavations may require well -point systems for proper dewatering. ►ite Roadways We expect the pavement subgrades will consist of lean clay with no to low swell potential. These soils classify as A-6 and A 4 soils in accordance with The American Association of State Highway and Transportation Officials (AASHTO) classification system and would be expected to exhibit low remolded shear strength. Pavement subgrades should be developed as outlined in the "Site Development" section of this report. If importing of soils will be completed to develop finish roadway subgrade levels, those materials should consist of approved INC soils which possess a liquid limit of 40 or less and plasticity index of 20 or less. A final subgrade evaluation and pavement section design report will be required after the sanitary sewer has been installed and the roadways have been developed to approximate finish grade in accordance with the Town of Mead (LCUASS) standards. For preliminary design estimates, a pavement section consisting of 4 inches of asphaltic concrete overlying 6 inches of ` aggregate base course could be used for streets classified as local residential. A pavement section consisting of 5 LA inches of asphaltic concrete overlying 7 inches of aggregate base course could be used for streets designated residential/minor collector (if any). nut:blank 6/27/2( Page 16 of Prehrriinary Geoteehnleal Subsurface Exploration Report Proposed Red Barn Development Southeast Corner ofCounty Road 32 & County Road 13 Weld County (Mead), Colorado Scilogic # 17-1271 II The lean clay soils encountered at this site would be particularly susceptible to strength loss and instability when elevated in moisture content, with a tendency to rut and pump when subjected to vehicle traffic. Depending on the in -place moisture content of the subgrade soils, time of year when construction occurs and other hydrologic conditions, stabilization of site pavement subgrades may become necessary to develop a suitable paving platform►. If required, we recommend consideration be given to stabilization of the pavement subgrades with Class C fly ash. Fly ash stabilization can also eliminate some of the uncertainty associated with attempting to pave during periods of inclement weather. DramaUe Positive drainage is imperative for satisfactory long-term performance of the proposed site residences and associated site improvements. We recommend positive drainage be developed away from all site structures and pavement areas to reduce the potential for wetting of the subgrade and bearing materials. Water which is allowed to pond adjacent to the site improvements can result in unacceptable performance of those improvements over time. LIMITATIONS This report was prepared based upon the data obtained from the completed site exploration, laboratory testing, engineering analysis and any other information discussed. The completed borings provide an indication of subsurface conditions at the boring locations only. Variations in subsurface conditions can occur in relatively short distances away from the borings. This report does not reflect any variations which may occur across the site or away from the borings. If variations in the subsurface conditions anticipated become evident, the geotechnical engineer should be notified immediately so that further evaluation and supplemental recommendations can be provided. )ut:blank 6/27/2( Page 17 of Preliminary Ceoteehnical Subsurface Exploration Report Proposed Red Barn Development Southeast Corner of County Road 32 & County Road 13 Weld County (Mead), Colorado Soilogi e # l 7-127 12 The scope of services for this project does not include either specifically or by implication any biological or environmental assessment of the site or identification or prevention of pollutants or hazardous materials or conditions. Other studies should be completed if concerns over the potential of such contamination or pollution exist. The geotechnical engineer should be retained to review the plans and specifications so that comments can be made regarding the interpretation and implementation of our geotechnical recommendations in the design and specifications. The geotechnical engineer should also be retained to provide testing and observation services during construction to help determine that the design requirements are fulfilled. This report has been prepared for the exclusive use of our client for specific application to the project discussed and has been prepared in accordance with the generally accepted standard of care for the profession. No warranties express or implied, are made. The conclusions and recommendations contained in this report should not be considered valid in the event that any changes in the nature, design or location of the project as outlined in this report are planned, unless those changes are reviewed and the conclusions of this report modified and verified in writing by the geotechnical engineer. )ut:blank 6/27/2( Page 19 of PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project # 117•1271 October 2017 LOG OF BORING Bahl SO LOGIC Sheet Start Date 9126/2017 Finish Date Surface Elev 9/26/201? Drilling Rig Auger Type. Hammer a r Type. Field Personnel: CME 55 4* CFA Manual SWM Water Depth Intormatian iDurin* Drillin After Drilling 3 Qays After Cdr 5.0 0' 7 45 C) SOIL DESCRIPTION 3.6" VEGETATION & TOPSOIL CL LEAN CLAY with varying amounts of SILT and SAND brown, red -brown sort SILTSTONE/SANDSTONE brown olive, gray, rust very chard ?7O TOM OF i'MCf Dept (ft) 1 2 3 4 S 6 7 9 10 11 12 13 14 15 16 1? 18 19 "N MC (%) Estimated qu (Psf % Swell fa 500 psf Swell Pressure (Psf) Atterberg Limits LL PI % Passing # 200 Sieve (%) CS 3 23.5 103.7 1000 None <5.00 CS 5015" 23,0 1004 90004. None <500 • i CS ONCE 20 CS 5011" SI • L 1 22 23 24 25 L { 28 29 30 CS BNCE )nt:blank 6/27/2( Page 20 of PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION LOG OF BORING 6-2 Start Date WELD COUNTY (MEAD), COLORADO Project # 1T-1271 October 2017 9/26/2017 Ri utter Tvoe O ME 55 ' CFA Water Depth Information unnn Orillin e..0 Finish Date 9/26/2017 Hammer if :ire. Manual I_ tier Drilling 4,0' urfaca Iev, SOIL DESCRIPTION Dept 3-6" VEGETATION & TOPSOIL LEAN CLAY with varying amounts of SILT and SAND brown, red -brown medium stiff RIe&d Personnel: MC In eh) (P 23.3 1041 10 CS 5014' 13,E 1242.8 S ILTSTON EISAN D STONE 11 brown, olive, gray, rust - very hard 12 BOTTOM OF BORING @ 150' Estimated SWIM Atter Drillin 1.0' Swell - % Passing % Swell @ Pressure Atterberg Limits It 200 Sieve 500 psf (psf) IL PI (%) <500 None 9000+ None )ut:blank 6/27/2( Page 21 of PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEW, W, OLO DO Project # 17-1271 October 2017 LOG OF BORING 84 SciLpslc hest Start Date 111 Drilling Rig: CA/1E 55 9/2612017 er T + e 4" CFA Water DaSh In ,ormalian urin * Drillin 6.5` Finish Date 9/2612017 Hammer Type Manual fter Drilling 6.5' Surface Elev Field Personnel: S'1Ntvl Days After Drilling go ' ,4 ., MC (%) tpc Estimated clu (psi) % Passing # 200 Sieve (4) ,C to m SOIL DESCRIPTION Dept {ft) % Swell O 500 psf Swell Pressure (Psi) Atterberq Limits LL P1 3-6" VEGETATION & TOPSOIL CL LEAN CLAY with varying amounts of SILT and SAND brown, red -brown sof to medium stiff r 2 3 CS T 25.5 I 94.5 1500 - - 38 17 79,9% 4 5 CS 4 23.8 102.8 1000 None 4500 - - - 6 7 8 I SILISTONE SANDSTONE brown, olive, gray, rust very hard 9 10 CS 5016" 24.6 96.5 WA None <500 t1 12 13 14 15 CS 5014" 150 87.2 4000 - - - - BOTTOM OF BORING @ 15 0' - 16 17 18 10 20 21 22 23 24 25 )ut:blank 6/27/2( Page 22 of PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project *174271 October 2017 So LOGIC LOG OF BORING 8-4 Drilling Rig: CivIE 55 1. Walar Depth Information Sheet i/i Start Date 9/26/2017 Au►gew Type. 4" CM ) During Drilling 16.5` Finish Date 9126/2017 Hamner Type Manual jA ter Drilling iC). ` Field Personnel: 51MM i 3 Days After Dniling to Or Surface Bev_ - 0 LI z SOIL DESCRIPTION Dept (t) b IL A "N" MC (%) DO (Pen Estimated (1a (psf) % Swell S00 psf Swell Pressure (psf) Atter`bery Limits % Passing # 200 Sieve MI Li PI 3-6" VEGETATION Si TOPSOIL I 1 r-- CL LEAN CLAY with varying amounts of SILT and SAND brown, red -brawn 1 2 3 4 50f't - 5 CS 4 20.1► 3090 None <600 - - 9 Ij. 7 9 10 CS None c5ot! - 2S00 I a 11 12 13 14 i 13 CS WA - >e a SILTSTONE/SAN$OSTONE brown olive. gray. rust very hard 16 17 18 19 20 CS 50/3" 18.9 NIA 21 2t 23 24 25 26 27 28 29 Y,T T ; ij OF 9t=)RI' i ;r argil c 30 CS =• )ut: bla k 6/27/2( Page 23 of PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project # 17-1271 ti October 2017 SO LOGIC LOG OF BORING 8-5-. T -T Sheet 1/1 CDrilling Rig: DAE55 I Water Depth. lnlarmation Start Date 9/26/2017 I Auger Type. 4" CFA Theiring Drilling None Finish Date 9/26/2011 Hammer Type: rvlanual After Dra None Surface Elev. [Field Personnel. SWIM 3 Days After er 'Drilling 8.a'■ to o co SOIL DESCRIPTION Depth a, 1 "N" MC DO Estimated r#u % Swell @ Swell Pressure Atterberq Limits % Passing # 200 Sieve m oft) gn I (%) (Pcf) ipso 500 p5t OM LL P i (TO) 3-6" VEGETATION - - & TOPSOIL _. 1 CL LEAN CLAY with varying amounts of SILT and SAND brown, red -brown stiff I •. 3 4 S CS 11 16.1 109.2 N/A Nana c5d0 - - - 6 7 8 9 SILTSTONE/SANDSTONE • brown, olive, gray, rust 10 CSC 5012" 15.5 90.1 3000 - - very hard 11 12 13 14 - �I . 15 CS 50/4" 15.3 - MIA s BOTTOM OF BORING @t5 0' - 16 11 18 19 20 21 22 90 24 25 )tit : b lank 6/27/2( Page 24 of PROPOSED RED BARN DEVELOPMENT WELD COUNTY (MEAD), COLORADO Project # 1741271 PRELIMINARY EXPLORATION Y October 2017 SO i LOGIC LONG OF BORING B - - heel Oral 1 1 in ICI ME 55 ater De Ili In erniatian Start Date 9/26/2017 ! 'user T, 11., CFA _Munn• Drilliin• 9.01 Finish Date 9126/201T Hammer I *e: Manual I f.e f Drillin, '.0` Surface Elev. IFieldi Personnel: SVVM . Da s After Didlin 5 i Co - "�N " MC {°tir4) DO (PCf) Estimated I (Red % Swell @ 500 pef Swell Pressure (PO Atterberq Limits % Passing # 200 Sieve (° Ira co m - SOIL DESCRIPTION IPTIO Dept O LL PI 3-5! VEGETATION & TOPSOIL 1 2 3 CS 13 22.5 102.4 9000+ I 9.1% 900 - = CL LEAN CLAY with varying amounts of SILT and SAND 4 brown. red -brown mediurn stiff to stiff - 5 CS 9 23,A 99.8 200O None <500 - - - 6 7 8 9 14 CS 50/10" 1943 914 WA None <500 - - - i SILTSTONE/SANDSTONE brown, olive, gray, rust medium hard to vet' hard 11 - 12 13 14 15 CS BNCE .. - .. BOTTOM OF BORING @ 150' 16 17 a 16 19 20 21 22 23 24 25 )ut;blank 6/27/2( Page 25 of PROPOSED RED BARN DEVELOPMENT WELD COUNTY PRELIMINARY RY EXPLORATION I (MEAD), COLORADO Project # 17-1271 , October 2017 O LOGiC LOGOF BORING 64 a tit: Sheet fit Lrillin CME 55 Water Deith Information Start Date 9/2612017 uer T e_ C CFA Durin, Drillinc 4 5' Finish Date 9/28/2017 Hammer T pe ` Manual er Orinhn * 4.5' r Surface Elev. - Field Personnel- 1 1 3 Da s After Drltlin 4 0' to , , SOIL DESCRIPTION Dept t Zi a "N" MC OD Estimated qv % Swell Swell Pressure Atterberg Limits % Passing # 200 Sieve m (ft) g (%) WO (PM) 500 psf (PM) LL PI (°k) 3-6" VEGETATION 8 TOPSOIL I CL LEAN CLAY with as ,ring amounts of SILT and SAND brown, red -brown y 3 4 sort I 5 CS 3 25.0 105.1 NIA None <500 a a 6 l a L 10 CS SOFT" 21.2 141,0 0000+ None <50D - 11 12 13 14 , I i r - 15 CS 5013" a SILTST0NEfSANDSTONE brown olive, gray rust very hard hard to very hard r 16 17 .. 18 19 20 CS . 5011" - - 21 22 23 24 25 6.] 27 26 29 I DcrrLDr,I F-4: E“ F'Ir,1t.-s l+] 0 I 30 CS 50/3 ' 13.6 108 3 9000+ )ut:blank 6/27/2( Page 26 of PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project # 17-1271 r October 2017 sOt LOGIC LOG OF BORING B- Sheet 111 Drilling Rig: CM 55 - Water Depth information Start Date 9/26/2017 i e u er T p. e. 4"CFA ' urin ■ Drilli n. 5.5' Finish Date 9/26/2017 1-1a mer J f' t r� l �. fter rill rig 5.5' Surface Elev - Field Personnel: g dept (It) I `'N" I�Esti (%) (Pcf) C� Pre (RsI w 11 u re tterb.er Lit t#s "o I # 0 (%) Is re e 40 IL OE S C I P'I IAN (psfj q� ated 4 Il 500 PsIr LL PI 3-8" VEGETATION i TOPSOIL. 1 2 3 - 4 -- I ar>launt/sfa€r LEAN bra;T, LAY r SI.L,yT , �1a/Gd-brow with ndarrSA ryin , D �a Q j 6 a 6 9 SILTSTONE/SANGSTONE brown, very olive. gray, hard rust 10 <800 C$ 53/54 22.0 99.5 NIA Nt no - _ 11 12 13 14 - 15 CS /544 1 t2 99'4.5 9000k _ - 18 17' 18 19 ' 23 - 1 25 BOT fOM OF BORING 150' )ut: blank 6/27/2( Page 27 of PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project # 174271 October 2017 LOG OF BORING 8-9 SO LOGIC Sheet 111 Drilling Rig_ Auger Type: Hammer Type: Field Personnel CME 55 Start Date Finish Date 9/2612017 912612017 Wafer Depth Information 4" CFA uring Drilling Manual Surface Elev. SWM 02 SOIL DESCRIPTION Dept I (ft} 3-5" VEGETATION & TOPSOIL CL LEAN CLAY with varying amounts of SILT and SAND brown, red -brawn. soft 1 2 3 Ip II MC (%) DD (pcO Estinia d chi % Swell (psf) 500 psf 10 0 100" Days .After Drilling 7.0' Swell Pressure (PsO Atterberg Limits LL ,L PI %Passing # 200 Sieve CS 2147 101.2 3000 None 4500 5 CS 4 21.0 99.0 3000 25 10 03.0% SILTSTONE/SANOSTONE brown, olive. gray, rust very hard d 9 10 CS 5015" 20.6 101.8 None c500 11 12 13 14 16 CS 5012" 13.1 86.6 600O a BOTTOM OF BORING @ 15 0' 16 17 18 19 20 21 22 23 24 25 nit:blank 6/27/2( Page 28 of PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project # 17-1271 • October 2017SO ! O IC LOG OF BORING B-1 ' sheet It Drilling Rig: C MHE 55 Water Depth Information Start Date 9/26/2017 Auger Type, 4" CFA i� iiiin • 7 a' I\During_p Finish Date 9/26/2017 Hammer Type; Manualfief Drilling 7.0' Surface EFev Field _ Personnel SW r1 Days After Drilling 6 0' to u SOIL DESCRIPTION Deptl (It) tI5 1 " " MC (%) IAA DO Estimated �qu (pafl % Swell SOO psf Swell Pressure CPO) Atterberg Limits % Passing # 200 Sieve (%) LL PI a 1 2 3 • 4 3-C" VEGETATION ATION & TOPSOIL LEAN CLAY with varying amounts of SILT and SAND brown, rod -brown soft CL - 5 CS 3 13.2 101.9 N/A 0.4% BOO . a • 1 n 8 i SILTSTGNE/SA(© STONE brown alive, gray, rust hard to very hard _ . - 10 CS 5018" 23.4 99.4 P1/A None <500 - 11 12 13 14 15 16.2 __36-_ WA CS ; 50/3" - • 16 11 18 19 20 ACS x(112" 17.0 95.3 1000 21 22 23 24 25 26 27 28 29 1 30 - CS I BNCE E: • n it:black 6/27/2( Page 29 of PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project # 1? -1271 October 2017 LOG OF BORING B-11 SO:LOGIC beet. 111 Start Date 10113/2017 Finish Date 10/13/2017 Surface Elev ■ alum • it ME 45 .sr T re: 4$ CFA Hammer T e; Automate Field Persor1reel S Water Seith In orrnation 4 [ter Oi lPin. 14L0' Da s . Mter Drillin U D SOIL DESCRIPTION I Cit 01 "N" MC DO (pcf) CL LEAN CLAY with varying amounts of SILT and SAND brown, redbrown SILTSTON E'SAN0STONE brown, olive, gray, rust medium hard to very hard BOTTOM OF BORING @ 15.0' 2 S 4 5 7 B 9 10 11 12 13 14 15 1e 17 18 a 19 20 21 22 2 24 25 CS CS Cs 50 50/1" 50/2" 193 15,9 15.5 941 104.6 1031 Estimated q. (psi) 9000+ NIA 5000 % Swell 500 psf None • se Swell Pressure OW) Atterborg Limits Li Pt 4500 r % Passing # 200 Sieve )ut:blank 6/27/2( Page 30 of PROPOSED RED BARN DEVELOPMENT WELD COUNTY (MEAD), Project # 17.1271 October 2017 PRELIMINARY EXPLORATION COLORADO SO LOGIC LOG OF BORING B-1 - --_ Sheet _ 1i1 niiiny lily- CME 45 Water Depth Information Start Date 10113/2011 Auger Type 4" CFA I During Drilling 18,0 Finish Date 10/13(2017 Hammer Type, Automatic After Drilling 18,0'1 Reld Personnel: SWM 3 Days After Drilling 12.0" Surface Elev tsi tio m SOIL DESCRIPTION Depth Ps t A "N" MC C° M OD WO Estimated t#u (nsf) 1 Swell @ Swell Pressure (pan Atterbery Limits % Passing # 200 Sieve (%) LL l PI CL LEAN CLAY with varying drnuurIbi of SILT dl it) SAND brown, red -brown bull 1 1 J 4 5 CS 4 14.9 1US D 90004 None <500 r s h,, 4 SILTSTONE/SANOSIONE bmwn alive gray rust very hard 10 CS WM1" 19.0 103.7 NIA 11 '12 ;, 14 4 15 CS soi"2" 19.3 9'$.5�J s a 4500 �I 16 17 18 19 20 CS SPICE 1 y 21 22 23 24 25 26 27 28 29 X15 BNCE )ut:blank 6/27/21 Page 31 of CL PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project # 17.1271 October 2017 LOG OF BORING 843 SOIL DESCRIPTION LEAN CLAY with varying amounts of SILT and SAN() brown, red -brown medium stiff to stiff SILTS TONE/SANDSTONE brown, alive gray, rust hard 111 10/112017 10/13/2017 Dept (It) 10 11 12 13 1'I 15 16 17 18 19 20 21 22 23 24 25 FiePcl Personnel,. 413 (%) (PCP Estimated 9000+ Automatic % Swell 600 psf Y So LOGIC Water De _ th Information urin • Driliin . None fter DriIlin. None Da s After Oritlin' Del 140 Swell Pressure (Psf) Atterbe rg Limits Lt. % Passing # 200 Sieve (0/44 )u.t:blank 6/27/2( Page 32 of PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project # 17.1271 October 2017 LOG OF BORING B-14 Sheet Start Date FinishDate lfl Drilling Rig: 10/13/2017 uger Type: 1Q/112 11-1 a m niter Type. 0 45 SO LOGIC Water Depth Information 411 CFA, urinq OriRing Automatic fter L rillA None None Surface Elev, - Field Personnel: SW11r1 13 Days Alter Drilling 13,0' SOIL DESCRIPTION Dept (ft MC (04) DO (Pen Estimated elu (psi) %%a Swell 500 psf Swell Pressure (psf) % Passing Atterberg Limits U 200 Siege LL PI (0/s) CL LEAN CLAY with varying amounts of SILT and SAND brown red -brown soft to very stiff 1 2 4 5 Cs 5 17.3 109.9 7000 I 0.1% I 700 6 7 8 9 SILTSTON€ISANOSTONE brown olive gray, rust weathered to hard 10 CS 19 20.1 104,6 8500 0.9% 1400 11 12 13 14 15 Cs 50/7" 16.3 107.3 9000+ BOTTOM OF BORING kg 15 0' 1+6 17 18 19 20 21 22 23 24 25 t:blank 6/27/2( Page 33 of PROPOSED RED BARN DEVELOPMENT PRELIMINARY WELD COUNTY (MEAD), COLORADO Project #17-1271 October 2017 EXPLORATiON Y SOL LOGIC LOG OF BORING B-15 Sheet 1/1 Dr Cling Rig: DOE 45 Wafer Depth information Start Date 10113/2017 - Eger Type 4" CFA Dunn Drilling 8.0' Finish Date 10/1312017 Hammer Type: Automatic fter 0r11hhn2 8.)r Surface Elev. - ,Field Personnel: SVVM Days After drilling T.51 tO u) z SOIL DESCRIPTION Dept (ft) tb I u) ON a MC (,) DO (pc Eettmated chi (pSf} % Swell 500 @ psf Swell ; Pressure (Psf) Atterberg Limits % Passing # 200 Sieve U. P1 °'Q) CL LEAN CLAY with varying amounts of SALT and SANG brown., red -brown very soft to stiff I 2 3 4 I 5 None <500 _ .. - CS 2 28.2 93.2 {500 Y I - - 9 10 CS 3 i 23.5 140.1 N/A None <500 s i - 12 13 14 Vt 15 I fries 11 16.4 112.0 WA - - - BOTTOM OF BORING © 15 0' 16 17 18 19 20 2t 22 23 24 25 a a , )ut:blank 6/27/2( Page 34 of PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project # 17'1271 ai October 2017 SO: LOSiC LOG OF BORING B-1 - - Sheet 1/1 Drilling REw " 5 Water Depth Information L.iger Type' 4" CFA urinaDrillin u 12.x' Start Date 101'13/2017 Finish Dale 10/13/2017 Hammer Type: Automatic liter Drilling 12.5 Surface Elev., Field Personnel: SWM 3 Days Alter Drilling Destroyed - to tn SOIL DESCRIPTION i Dept i I "N„ MC DO I Est1mateii qu I % Swell @ Swell Pressure Atterberg Limits % Passing # 200 Sieve _' (t) (%). (p (psf) 50(J psf Cps LL PI (A) aL LEAN CLAY with varying amounts of SILT and SAND 1 2 a 4 brown, red -brown soft 6 CS 3 22.2 103.4 1000 None <500 - - - - 6 7 a I 10 CS 50/4" - - - SILTS TONE/SANOSTQNE brown. olive gray rust very hard 11 12 13 14 15 CS S0/2" 24.6 N/A - 4, - I 16 O 17 18 AUGER REFUSAL O, 18 0' - 19 20 21 22 23 . 24 i 25 nut:blank 6/27/2 Page 35 of PROPOSED RED BARN DEVELOPMENT PRELIMINARY WELD COUNTY (MEAD), COLORADO Project # 17-1211 EXPLORATION October 2017 SO LOGIC TLOG OF BORING B -4I Sheet 1, I Drillins RI . dME 45 I ater De•th Information Stott Date 10/ 13/2017 Au et T e. 4" CFA ; Dunn; Drillin, 26.5 Finish Date 10/13/2017 ammer I •e. Automatic ° 9eir Dinlli • 26x" 3 Da" - After G3rillIn 12 Surface Eiev - i+ ld Personnel: WM to m SOIL DESCRIPTION Depth (ft) Is E 2 ""l "' MC DD (PO Estimator' qu Wpsi) % Swan a 500 psf Swell Pressure (psf) Atterberq Limits % Passing # 200 Sieve LL PI (%) CL LEAN CLAY with varying amounts of SILT and SANE) brown, red -brown soft 4 CB S 34.2 93.9 3000 None <5+00 • v 7 SILTST0NE/SANDS TONE brown olive, gray, rust very hard 0CTTOLI OF ITA_rR.4NG '.e. -ti 3o �a S ,o 10 I - - CS SOW 1E.1 { NIA - 11 12 13 14 15 CS 50"1" 17,€ 99,9 2000 - 16 )7 9 19 20 CS BNCE 2t 22 23 24 25 26 27 29 i 30 CS 5011" 21 7 84 1 ?WA yatblank 6/27/2( Page 36 of PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project # 17-1271 r October 2017 So LOGIC LOG OF BORING B-18 - Sheet 1i1 Dritliri CME 45 Water Depth Tni-for»ation Start Date 10/13/2017 -u.er T +.e: IW CFA •unin• Drillin. 13_0' Finish Date ' -13-;0 10/13/2017 Hammer Type: Automatic /ter Drilling Surface Bev. - Field Personnel: SWivl Days After. Drilling t 1.0' - in SOILco DESCRIPTION DDept (ft) s I a 2 I en "' 1 1111 1%) Eiflrnatod (pet) u 4O Swell @ 500 nisi Swot! Pressure (psi) terberq Limits % Passing # 200 Slave (%) (per) Ltd LL P1 1 GL LEAN CLAY amounts of SILT- brown, red soft to with varying and SAND -brown very stiff 3 CS 5 19.4 109.4 I 2500 None <500 - . 4 5 SILTS TON brown, olive, firm to E/SANOSTONE gray, rust very hard CS 33 15.1 11445 3000+ 1,3% - 2400 - - 6 • 8 . 9 10 CS 5018" 15.2 105.0 00x0 1.3% 2400 - - I 15 - CS 50/1" , I - - . is BOTTOM OF BORING 15 O' - 16 17 18 19 zo 21 23 24 25 1 )ut; blank 6/27/21 Page 37 of PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project #17-1271 • October 2017 SO. LOCIC LOG OF BORING B-1 heet 111 Drdllin. RI.. ME 45 Water Death n ormat an Start Date 10/13/2017 Auger T +le. 4" CFA Burin, Drilling 7 0' Finish Date 10/13/2017 Hammer T r AUtQniatiC ' !ter Dri_llin 7 0' Surface Elea. Field Personnel: SWM 3 Da s After Drithin. Desire ..ed to 0 SOIL DESCRIPTION Dept I & "N " MC DO Estimated �q,i I % Swell Swell Pressure Atterberg Limits % Passing # 200 Sieve It fi irisf) (� f 500 psf (psf) LL P1 a 1 2 3 4 5 CS 3 23.8 99.8 1000 None 4800 - CL LEAN CLAY with varying amounts of SILT and SAND brown, red -brown I soft to medium dense I 6 Y 7 - 8 - a . t 10 CS 4 27.3 95.1 Nu% None <5O0 11 12 13 14 15 ' 08 6 22.1 96.0 NIA, • i L3trToM OF BORING @ 15 0' 16 17 I9 •a) �3 25 - 1 I i )ut:blank 6/27/2( Page 38 of PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project # 17-1271 October 2017 SC LOGIC LOG OF BORIN B40 ---- --i -. Sheet 1L l Water Depth In! onnation rillictg Rig: MME 45 turina Drillin• 6.5' Start Date 1Q11 Q017 u•er i e 41" CFA, Finkel Dale 10/13/2017 Hammer Type: Automatic A liter Dr ilrinq 0.5 Surface Elev. - 'Field Personnel VIM 3 Days After Drilling 6.0' ea ZS to �. C1 RIP'T1 1 Q �t i "N"' +G C X70 r t ll Pre ure tt r�►e�r ai l# # 00 ieve m CL LEAN CLAY with varying amounts of SILT and SAND a 1 2 3 I brown, red -brown sOFt 5 CSI 3 21,8 I 106.7 1000 Nano c500 - - - - 7 8 7 10 CS 5017" 27.6 64,1 1404 None <5i00 . SILTSTONE/SANDSTONE brown, olive, grey, rust hard 11 12 13 14 15 CS 50/8" 16.1 108 , 5 9000+ - _ F BOTTOM OF BOiNG ' 15 0' _ 16 17 18 19 20 21 a 22 24 25 - - nit: blank 6/27/2( Page 39 of PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project # 17-1271 October 2017 SWELL/CONSOLI DATI N TEST SUMMARY S 03 IIMMINIrtlitilt Wale 0 .i COP an 0 C 0 C) 12 10 8 6 4 2 a -2 A -6 -8 -10 "12 10 I _ . I I i i - i . - . l Y 1 J 1 III b r II iL i . a FF • • t i • .1 ° « A AA 1 a t - + . Id, se . X1 - i r. r ... . n I - a - I -t 1 • I G y x r r- w - Y I . . - - 100 1000 Applied Load (psf) 10000 100000 Sample ID; B -'I 4 Sample Description: Brown/Red-Brown Lean Clay (CL) with varying amounts of Silt and Sand Initial moisture 23.5% Liquid Limit a Final Moisture 19.9% Plasticity Index - r% Swell @ 500 psf None % Passing #200 - Swell Pressure (psi) <500 Dry Density (pef) 103.7 SO LOGIC )u1t:blank 6/27/2( PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project # 17e1271 October 2017 SWELL/CONSOLIDATION TEST SUMMARY 12 10 8 71) RI b 0, S % Consolidation 4 2 0 -2 -6 -8 -10 -12 10 T z_a_.— .. - _ a awe S- ., a1 Y Yw 7 1 A $ +) b -I l A II I ° II I I r . • ! i •i r -_ ' - n I i � r 1 lw i 1 . 100 1 000 Applied Load (psi) 10000 100000 Sample ID: Bel @ 9 Sample Description: Brown/Olive/Gray/Rust iltstone/ arndstone (Swell Only)Swell Initial Moisture 23.0% Liquid Limit a Final Moisture 24.5% Plasticity Index % Passing #200 % Swell @ 500 psf None Swell Pressure (psf) c500 Dry Density (pot) 100.4 Page 40 of SO LOGIC ) ut:blank /27/20 PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project # 17.1271 October 2017 SWELL/CONSOLIDATIONTEST SUMMARY To a 0 401 an C 0 C, 12 1t B 6 4 2 C) -2 -8 -10 -12 10 I • ■ .. it- I. eta.. 44 1� - — I . . i —ii --_ a It I _ ' -j .— .. y.. — II . _ ... Ma . I I a , 4. + C » I . . • . . • 1_ II i ii Hi: p 1. P s 100 1000 Applied Load (psf) 10000 100000 Sample ID: B-2 e 4 Sample Description: Brown/Red-Brown Lean Clay (CL) with varying amounts of Silt and Sand (Swell Only) Initial Moisture 23.3% Liquid Limit - Final Moisture 22,9% Plasticity Index - % Swell @ 500 pst None % Passing #200 Swell Pressure (psf) <500 Dry Density (per) 104.1 SO LOGIC Page 41 of .t:btank 6/27/2€ PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project # 17-1271 October 2017 SWELL/CONSOLIDATION TEST SUMMARY •d G •A G iS % Consolidation 12 10 8 6 4 2 0 -2 _g -10 -12 10 II L a e a I M 1 • I. u Y I I Y e Y a I a I 1 I I . . I , I I S i sI 6 ats L 1- w • _ . I w -v 1 - T '1 t • - e ,. $ - 100 1000 Applied load (psf) 10000 100000 Sample ID: B-2 9 Sam pie Description: Brown/Olive/Gray/Rust S i Itstone/ anclsto no Swell Only) Initial Moisture 13.5% Liquid Limit Final Moisture 11.5% Plasticity Index % Swell @ 500 psf None % Passing #200 Swell Pressure (psf) <500 Dry Density (foci) 122 6 Page 42 of SO LOGIC )ut:blank 6/27/2( PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project# 17-1271 October 2017 SWELL/CONSOLIDATION TEST SUMMARY agar a Co aft % Consolidation 12 10 8 6 -2 -10 -12 _ 10 Eder rimed s _al - a a 4- • 100 1000 Applied Load (psf) t a 10000 100000 Sample ID: B-3 @ 4 Sample Description: Brown/Red-Brown Lean Clay (CL) with varying amounts of Silt and Sand (Swell Only) Initial Moisture 218% Liquid Limit Final Moisture 21.8% Plasticity index % Swell @ 500 psf None %% Passing x#200 Swell Pressure (psf) <500 Dry Density (pef) 102.8 SO LOGIC Page 43 of nit:blank 6/27/2( PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project k 17-1271 October 2017 SWELL/CONSOLIDATION TEST SUMMARY M RY 12 10 8 31 6 aOle Mina aaaa-a % Consolidation 4 2 0 -2 4 -6 -B -10 -12 10 II III N I .r s. i Y i 1 I. A01 dQ r i 9 il , II t n t .:: ■ it I H 1 6 . -t .I .& f i _ - t- _Y ►. I I I 1 a e I� 1 H II • I 1 - r - w Y 1 c • Y �I r 100 1000 Applied Load (psi) 10000 100000 Sample ID: Bea @ 9 Sample Description: BrowniOlive/Gray/Rust iltstone/ andstone (Swell Only) Initial Moisture 24.6% Liquid Limit - Final Moisture 26.4% Plasticity index - % Passing #200 - % Swell @ 500 psf None well Pressure (psf) <500 Dry Density (pcf) 96 5 Page 44 of Sc LOGIC )ut:blank 6/27/2( PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project # 17-1271 October 2017 SWELL/CONSOLIDATION TEST SUMMARY 41 to S •lelININMIISfa- C OM. CO Ut C ea C an 12 10 8 6 4 2 -2 -4 -6 -5 -10 -12 10 . _r 1 • I —r II I ' 0 I . f 4- X I:: pM !. , t. I : �� !—,"'- I i tor tW Addal.4i- a .IF t 100 1000 Applied Load (psf) 10000 100000 Sample ID: B-4 4 Sample Description: Brown/Red-Brown Lean Clay (CL) with varying amounts of Silt and Sand (Swell Only) Initial Moisture 20.1% Liquid Limit a Final Moisture 21.2% Plasticity Index % Swell @ 500 psf None % Passing #200 Swell Pressure (psf) <500 Dry Density (pcf) 104.6 SO LOGIC Page 45 of It:blank 6/27/2( Page 46 of PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project # 17-1271 October 2017 SWELL/CONSOLIDATION TEST SUMMARY 31 co S % Consolidation 12 10 8 6 4 2 0 -2 .24 -10 -12 10 r • I! I • s 4 —M— I 1 .4.r h i n .• M A a • pp A a { i • n 1 yy _ _ L f 4 1 1 J � ai. 4 } ll .. 0 1 _- R 1" t_ ♦ - • - - - 100 1000 Applied Load (psf) 10000 100000 Sample ID: B4 @ 9 Sam pie Description: Brown/Olive/Gray/Rust Si ltstone/San dsto n e Swell On�l ) Initial Moisture 20.1% Liquid Limit - Final Moisture 24..8% Plasticity Index - % Swell @ 500 psf None % Passing #200 Swell Pressure (psi) <500 Dry Density (pcf) 94 2 SO LOGIC nut :blank 6/27/2( Page 47 of PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project # 17-1271 October 2017 SWELL/CONSOLIDATION TEST SUMMARY ai N CO S EaasnnMI % Consolidation 12 10 8 6 4 2 0 -2 -6 -8 -10 -12 10 g it �. I a . I M 4 M M M . o f � - ,, ... r. I -_ i ' I 1p r .. I 7 A $ • • M I I r -e---X e Te ter • A._ Y.. FF r, A Y INNI • d i i I �.. r a _ i _ r, •r., .. e r . r .. I s. k. t r >♦ • 1! e � I - I _ • —_ n I , II. Ir r � r r ,i e- I . n 100 1000 Applied Load (psf) 10000 100000 Sample ID: B.-5 @ 4 Sample Description: Brown/Red-Brown Lean Clay (CO with varying amounts of Silt and Sand Swell Only) Initial Moisture 16.1% Liquid Limit Final Moisture 19.7% Plasticity Index- % Swell @ 500 psf None % Passing #200 Swell Pressure (psf) <500 Dry Density (pci) 109,2 SO LOGIC )ut:blank + 12712( PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project # 17-1271 October 2017 SWELL/CONSOLIDATION TEST SUMMARY AI as -aria 0 f RIO C a C, aPt 12 10 8 6 4 ci -2 -6 -8 -10 -12 10 _ -- -. . • P I M 1 4 a. i -N . 4 Y I, I 1 I L A r 1 r �q 0 L u 1 51 L ` w N I 1 _ _ —!--il . _ .a. • star ia.idail -r r M•- r.. a 1 . I J W . I . t C 1 •y a a . II 1 F • e-, �. 4 1 ii i ul P 1 11 100 1000 Applied Load (psi) 10000 100000 Sample ID: 8s6 @ 2 Sample Description: D rownlRed-Brown Lean Clay (CL) with varying amounts of Silt and Sand Initial Moisture 22.5% Liquid Limit . Final Moisture 23.4% Plasticity Index y % Swell @ 500 psf 0.1% % Passing .1200 Dry Density (pal) 102.4 Swell Pressure (psf) 800 Page 48 of SO LOGIC rat:blank 6/27/21 Page 49 of PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project # 17-1271 October 2017 SWELL/CONSOLIDATION TEST SUMMARY GiG G. NI a a a,3 % Consolidation 12 10 8 6 4 2 0 -4 -6 -10 -12 10 - - - -.- I r t ., —a , , --4- f - I r I. r . + II- L •k' , I IM y . is 4 , y� yI a .. • I I , n I: r ` 0 n s -a a s . - =a , - a a--. I - + a - N t 1 - YIII A t d I - T t —a I I I M 100 1000 Applied Load (psi) 10000 100000 Sample ID: B-6 4 Sample Description: Brown/Red-Grown Lean Clay (CL) with varying amounts of Silt and Sand (Swell Only) Initial Moisture 23.4% Liquid Limit - Final Moisture 23.9% Plasticity Index . % Swell @ 500 psf None % Passing #200 - Swell Pressure (psf) <500 Dry Density (pc 99,8 SO LOGIC .t:blank 6/27/2( PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project k 17-1271 October 2017 SWELL/CONSOLIDATION TEST SUMMARY cal S 'at -Me s Consolidation 12 10 a 4 2 a -2 -4 T6 -8 -10 -12 10 _ - fl .. _ I M . -r-- I I i f I Y I It I 1 ; a t • II I v ] 1 f a. ,s. 4.. : , warier - .s ' . ■ el i ° it r a , s _ . • . .i Y I1 - . » » p 100 1000 Applied Load (psf) 10000 100000 Sample ID: B-6 @ 9 Sample Description: Brown/Olive/Gray/Rust iltstone/ andstone (Swell Only) Initial Moisture 19.3% Liquid Limit - Final Moisture 24.0% Plasticity Index - 04 Sell @ 500 psf None % Passing #200 Swell Pressure (psf) <500 I Dry Density (pet) 98.4 Page 50 of SO LOGIC .tt:blank 6/27/2( PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project # 17-1271 October 2017 SWELL/CONSOLIDATION TEST SUMMARY re U, •J S -S Stall,' 55S % Consolidation 12 10 a 6 4 2 0 -2 -4 -6 -8 -10 -12 10 1 F _______ } i - m- 4 i a-t.l_ • s *r I a a i 1 - - f I A -s.. I .I 1 . y [ .. 6,-, 9 � i. (� r X ; n a I I. NIA ■ I! I: - I - 1 i i e M II N N — d moo- I I a I i I d i I A I 100 1000 Applied Load (psi) 10000 100000 Sample 1D: 8-7 @ 4 Sample Description: Brown/Raid-Brown Lean Clay (CL) ) with varying amounts of Silt and Sand Initial Moisture 25.0% Liquid Limit - Final Moisture 18.8% Plasticity Index - % Passing #200 % Swell @ 500 psf None Swell Pressure (psf) c500 Dry Density (pcf) 105.1 50 LOGIC Page 51 of nit: blank 6/27/2( PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project tk 17-1271 October 2017 SWELL/CONSOLIDATION TEST SUMMARY ■ C 0) S e Ina r� 0 NO a 12 10 8 6 4 2 0 -2 -4 -6 -8 -10 -12 10 -. - - terrire A I • J I, L IN I I . • i 1 A F 1• It.. T M 1 • - -- a Ii 1 n n III I + 11 1 S- I I q I y} . ate riz 4 c; I 4 _ , , r r T - - r f r .. - t- t .. II 100 1000 Applied Load (pst) 10000 100000 Sample ID: B.7 @9 Sample Description: Brown/Olive/Gray/Rust Silts/tone/Sandstone Initial Moisture 21.2% Liquid Lirnit a Final Moisture 23.3% Plasticity index % Swell psf None #200 @ 500 % Passing Swell Pressure (psf) c500 Dry Density (pct) 101 0 Page 52 of SO LOGIC Nut: blank 6/27/2( PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project # 17.1271 October 2017 SWELL/CONSOLIDATION TEST SUMMARY 0 U, S C C •.— as des VII 0 C, 12 10 8 4 2 0 -2 4 -6 -10 -12 10 • • i i I o H •• e r I 1 M I . - V- ♦ . I n b . M 1 i f I 1 r r . . 0 I. .g.. h - 1 _ .. «. � 100 1000 Applied Load (psf) 10000 100000 Sample ID: BNB 4 Sample Description: Brownff edi•Brown Lean Clay (CL) with varying amounts of Silt and Sand Initial Moisture 25.7% Liquid Limit - Final Moisture 21.5% Plasticity Index T % Swell @ 500 psf None % Passing #200 Swell Pressure (psf) <500 Dry Density (pcf) 97.8 50 LOGIC Page 53 of n t;bl nk 6/27/2( Page 54 of PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project # 17-1271 October 2017 SWELL/CONSOLIDATION TEST SUMMARY S illt S +alts an•ean 12 10 8 6 4 2 0 -2 A -8 10 -12 10 - _«. -_ I a 1 1 k- .. I I M _ .. t _ ... _ M _—. /. Y • a a , Y r L h - i I • . . . 4 I i i It IIjl - I '4r sur�y k r �F I t - I I h ft Y _ I t Y I h r i k • - - 1. 100 1000 Applied Load (psf) 1000C 100000 Sample ID: B*8 @9 Sample Description: Brown/Olive/Gray/Rust Si ltston e/ andstone Initial Moisture 22.0% Liquid Limit Final Moisture 24.7% Plasticity Index % Swell @ 500 psf None % Passing #200 Swell Pressure (psf) c500 Dry Density (pcf) 99 6 SO LOGIC )ut:blank 6/27/2( Page 55 of PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project # 17-1271 October 2017 SWELL/CONSOLIDATION TEST SUMMARY 4 i al MI a -a i a 0 B— T Mo C yyCI 12 10 a 2 0 -6 -8 -10 -12 10 a_� - i•- _ a.• - I v _ — • _ . - pl • 1.- ---lital. • r� I I _..r . I - I—t-•---�-- I - V - • i • .J • Ia= r i . — .4 i ; { f • M i' III v R I A 4__ I ■ + at ll t : ..�l.- .-- r II r I i -t i - H:.J 1 • cl + Z" • - 1 . • t f II _ _ • Added P as * •. I• a II Water III M a a 4 4 • I -I. s • it - Y - .f dls • • il s • 1 I . I {.- a _ Al I _ v 1 I. - • M I — i • a , — �>♦�_ �. _•.. 11F ��.. • I• —...r n 100 1 000 Applied Load (psi) 10000 100000 Sample ID: B-9 @ 2 Sample Description: Brown/Red-Brown Lean Clay (CL) with varying amounts of Silt and Sand Initial Moisture 21,7% Liquid Limit - Final Moisture 22.4% Plasticity Index % Swell @ 500 psf None % Passing #200 Swell Pressure (psf) <500 Dry Density (pof) 101.2 SO LOGIC nut:blank 6/27/2( PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project # 17-1271 October 2017 SWELL/CONSOLIDATION TEST SUMMARY 12 10 8 6 CO S c CO 4103 4 2 0 -2 -4 -6 -6 -10 -12 10 4 4 Y J ti x .1 1 I d 1 4 i 4 - I . Y I I _ n I r — / I 1 i Y.- . -. - . .: Y I J i .* - — l 4 i 3 . --6 __. I1I $l Il _, r — I ..- n 100 1000 Applied Load (psf) 10000 100000 Sample ID: B-9 @ Sample Description: Brown/Olive/Gray/Rust Siltstone/Sandstone Initial Moisture 20.6% Liquid Limit - Final Moisture 23.3% Plasticity index a % Passing #200 - % Swell @ 500 psf None Swell Pressure (psf) c500 Dry Density (pet) 101.8 Sc Page 56 of LOGIC )ut blank 6/27/2( Page 57 of PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project# 17a1271 October 2017 SWELL/CONSOLIDATION TEST SUMMARY 12 10 8 6 en - iape as .,._ F0 111,1 wok C) 4 2 0 -2 -6 -10 -12 _ 10 Moe Added 11 $ I • ref 4 4 - I I • 100 1000 Applied Load (psi) 10000 100000 Sample ID: 840 @ 4 Sample Description: Brown/Red-Brown Lean Clay (CL) with varying amounts of Silt and Sand Initial Moisture 15.2% Liquid Limit Final Moisture 24.1% Plasticity Index - % Swell @ 500 psf 0.4% % Passing #200 Dry Density (pcf) 101 9 Swell Pressure (psf) 800 SO LOGIC )ut: hl n.k 6/27/20 Page 58 of PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project # 17-1271 October 2017 SWELL/CONSOLIDATION TEST U M MARY •lIN4•S fl MS Consolidation 12 10 a 6 4 2 0 -2 :8 -10 -12 10 — - -i- - a- _. - n. - y a n n • a a IS 1 _ I I I • i II n t I � a a - a • 1 1 ♦ I r ♦- -s, k.. .. Ili na ....1 171 U� I or .—_ - V • —11-- _ II , . r w - - + I _-a • t t i-- a *- p Psi 100 1000 Applied Load (psf) 1 00 00 100000 Sample ID: BAG @ 9 Sample Description: Brown/Olive/Gray/Rust Siltstone/Sandstone Liquid Limit - Initial Moisture 23.4% Final Moisture 24.6% Plasticity Index % Swell @ 500 psf None % Passing #200 - Swell Pressure (psi) <500 Dry Density (pci) 99 4 SO LOGIC n it: blank. 6/27/2( PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project # 17-1271 October 2017 SWELL/CONSOLIDATION TEST SUMMARY s P i. l — — s ll f I. ► ate dried II + ^ J. il I t t I I I 4 I Sample ID: B-11 @ 4 Sample Description; Brown/Olive/Gray/Rust Siltstone/Sandstone (Swell Only) Initial Moisture 19.3% Liquid Limit Final Moisture 27.3% Plasticity Index % Swell @ 500 psf None % Passing #200 Swell Pressure (psf) <500 Dry Density (pcf) 94.7 a SOLOGIC Page 59 of )ut: blank 6/27/2( PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project # 17-1271 October 2017 SWELL/CONSOLIDATION TEST SUMMARY w S a, S % Consolidalion 12 8 6 4 2 0 -2 -6 -8 -10 -12 10 I II F J. a In I d :o • 4 4 I N - f. - r c , I I I. .. I I 0 r - - r • .. r a _ a1 I 4 'll! !!---OF 01•1 I in • • [ • T . — — I- r P . — -r I I s 14 WI W — • • r I Ivi I Yp1 1 G� 100 1000 Applied Load (psf) 10000 100000 Sample ID; B-12 @ 4 Sample Description: Brown/Red-Brown Lean Clay (CL) with varying amounts of Silt and Sand Initial Moisture 14.9% Liquid Lirnit Final Moisture iJ 20.3% Plasticity Index % Swell @ 500 psf None % Passing #200 - Swell Pressure (psf) <500 Dry Density (pcf) 109 0 Page 60 of SO LOGIC )gut: plank 6/27/2( PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD) COLORADO Project # 17-1271 October 2017 SWELLICONSOLIDATION TEST SUMMARY 12 10 8 TD 6 0) at lit* S. ii 0,1+44 sit' O.. 4 2 -2 -6 -8 -10 -12 10 I I 4 t + jl M F N r I s t • 11 I 1 ■ n .. A♦ ■., ..e 1 1 r - 1 I •. xi _ .i. - . r � p M I M II I 100 1000 Applied Load (psi) 10000 100000 Sample ID: B-13 @2 Sample Description: Brown/Red-Brown Lean Clay (CL) with varying amounts of Silt and Sand (Swell Only) Initial Moisture 18,5% Liquid Limit - Final Moisture 21.6% Plasticity Index % Swell @ 500 psf None % Passing #200 a Swell Pressure (psf) <500 ' Dry Density (pd) 101 4 SO L ■ GIC Page 61 of )ut:blank 6/27/2( PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project # 17-1271 October 2017 SWELLICONSOLIDATION N TEST SUMMARY RY . I s•-•• as i .. • - - h • • I a - . a 4 ._ , — y • . Y I 1 —a.III: +! :flit, R 11 4 trim...7 I e I • • . o • a J I 1 i - 4 - 1 I ■ v - I • 1 0 w I. . Y — . a Sample ID: 8-13 @ 4 Sample Description: BrownlRedarovwn Lean Clay (CL) with varying amounts of Silt and Sand (Swell Only) Initial Moisture 17.9% Liquid Limit 27 Final Moisture 21.8% Plasticity Index 7 % Swell @ 500 psf None % Passing #200 75.4% Swell Pressure (psf) <500 Dry Density (poi) 103 2 m Page 62 of SO LOGIC 1t:blank 6/27/2( PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project k 17.1271 October 2017 SWELL/CONSOLIDATION TEST SUMMARY i rs Co % Consolidation 12 10 a 6 4 2 -2 -4 -6 —10 —12 10 p _ a — I r Y • i Y w , stare J . - F -... I J 1 y i i I I la, do 100 1000 Applied Load (psf) 10000 100000 Sample ID: 8014 @ 4 Sample Description: Brown1Red-Brown Lean Clay (CL) with varying amounts of Silt and Sand Initial Moisture 17.3% Liquid Limit - l~inal Moisture 19.5% Plasticity Index - % Swell © 500 psf 0.1% % Passing #200 Swell Pressure (psf) 700 Dry Density (pcf) 108.9 SO LOGIC Page 63 of .t:blank. 6/27/2( PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project # 17-7271 October 2017 SWELL/CONSOLIDATION TEST SUMMARY 0 to % Consolidation 12 10 B 6 4 2 0 -2 4 -6 -8 -10 -12 10 I • a 4 _ 4 I f R H I I I -- - . I I. II . i 4 - . I r - u * - • , 1 r I u a.. i ., \\ I 4 II I r + Y- , + - ii ♦ 1 AM Y - ib -.6a- I i . Mu I A- - r ._ + II 100 1000 Applied Load (psf) 10000 100000 Sample ID: B-14 @ 9 Sample Description: Brown/Olive/Gray/Rust i ltstone/ a n dstone initial Moisture 20.1% Liquid Limit - Final Moisture 26.9% Plasticity Index - %% Swell @ 500 psf 0 `, % Passing t20O Swell Pressure (psf) 1,400 Dry Density (pef) 104.6 Page 64 of SO LOGIC )ut: blank 6/27/2( Page 65 of PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project# 17-1271 October 2017 SWELL/CONSOLIDATION TEST SUMMARY 47) al Co elli SP OF MI Si MS SS SW % Consolidation 12 10 8 6 4 2 ci -4 _8 -10 -12 10 P �I - I i- -{.w., a 1 1 r F - M a r - . • • I Y 4. �,. I • y i +�� - 1 +�1�1 • Y . r r �.i • Wiika .�-. -_ - Added 1 Y e►. 1H. _ t - +_ Y Y�__►'. 4 , I 4 i • 1 Y I II 100 1000 Applied Load (psf) 10000 100000 Sample ID: Be15 e 4 Sample Description; Brown/Red-Brown Lean Clay (CL) with varying amounts of Silt and Sand Initial Moisture 28.2% Liquid Limit - Final Moisture 26.0% Plasticity Index - % Swell @ 500 psf None % Pacing #200 Swell Pressure (psf) <500 Dry Density (pc() 93.2 SO LOGIC ) u.t: h l ank 6/27/2( PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project # 17-1271 October 2017 SWELL/CONSOLIDATION TEST SUMMARY 1 S Ca S % Consolidation 12 10 8 6i 4 2 a -2 -6 -g -10 -12 10 i p - -rte-_ i r 4 i ,L ;.. . .- In I t I - » - -.. -- a Y -, _-- - -1 t 1 , -£ s J-.. —_w I v .. • Y Y • M ill • . • . 100 1000 Applied Load (psf) 10000 100000 Sample ID: 8415 e 9 Sample Description: Brownifted-Brew n Lean Clay (CL) with varying amounts of Silt and Sand Initial Moisture 23,5% Liquid Limit Final Moisture 21,5% Plasticity Index u % Swell @ 500 psf None % Passing ##200 - Swell Pressure (psf) <500 Dry Density (pcf) 100 1 Page 66 of SO LOGIC )tit: b lank 6/27/2( PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Protect # 17e1271 October 2017 SWELL/CONSOLIDATION TEST SUMMARY CO Consolidation 12 10 8 6 4 2 0 -2 -4 -6 -10 -12 10 I 1 t .. -L e t It 4 t ✓. t t e :`-.. I t i _ a ll Added-- atlas' - - we I I n T I L A- II Il ul 1-- k . 1 - I 100 1000 Applied Load (psf) 10000 100000 Sample ID: B4 6 4 Sample Description: Brown/Red-Brown Lean Clay (CL) with varying amounts of Silt and Sand (Swell Only) Initial Moisture 22.2% Liquid Limit - Final Moisture 21.8% Plasticity Index % Swell @ 500 psf None % Passing #200 - Swell Pressure (psf) <500 Dry Density (per) 103.4 SO LOGIC Page 67 of )ut:blank 6/27/2( PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project # 17-1271 October 2017 SWELL/CONSOLIDAT1ON TEST SUMMARY vs to see noes fall? rcti is C a ait 12 10 6 4 2 - 2 - 4 -6 -8 -10 -12 10 I � I I. , i• • _ a far ACIC194 1 E b i -M- • . .C I •t.=� Ii i. • • • - M r .1 I - I 100 1000 Applied Load (psf) 10000 100000 Sample ID: B47 @ 4 Sample Description: BrowniRedeBrown Lean Clay (CL1 with varying amounts of Silt and Sand (well On l ri Initial Moisture 34,2% Liquid Limit Final Moisture 343% Plasticity Index - % Swell @ 500 psf None % Passing #200 Swell Pressure (psf) <500 Dry Density (pet) 83.9 Page 68 of SO LOGIC nit: blank 6/27/2( PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project # 17-1271 October 2017 SWELL/ ON OLIDATION TEST SUMMARY S trrile SUMP' % Cons lidatioe 12 10 8 6 4 2 U -2 -4 ,6 -10 -12 10 .,. y I --, r--* r ,. _ . -- - w t- '•-- • • —'1f— � M '1 ,• • a u • i I 1 l d L. - a 1 .. . • r / Ifs . • . a r- .. , • y 1 — _ 4 a -I 4 a I I -. I i I ,• I 1 • r a • , II n 1 M a J ;,, + • - uuu I 1 r. 1 I I • 1 - a .M 100 1000 Applied Load (psf) 10000 100000 Sample ID: B-18 @ 2 Sample Description: Brown/Red-Brown Lean Clay (CL) with varying amounts of Silt and Sand Swell Only) Initial Moisture 194% Liquid Limit - Final Moisture 19.7% Plasticity Index - % Passing #200 - % Swell @ 500 psi None Swell Pressure (psf) <500 Dry Density (pcf) 109.4 SO LOGIC Page 69 of mt: b tan 6/27/2( Page 70 of PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project k 17.1271 October 2017 SWELL/CONSOLIDATION TEST SUMMARY . p..p� I I I • • 1 11 • 6 it h l• a $ . a • - �+ ►.� arna—a 4. .e Is • M Y �. , I M i . 1 4 • I r v t f s I. +*k* 4 I • it, I I .! as I Wei A0efari I I �I * • .• a.1 . IL- .,. 4 I _ A II h IN I I, u I i Y ■ Sample ID: B -l8 @ 4 Sample Description: Brown/ l ive/G raylRust Siltstone# a n dston e Initial Moisture 15.1% Liquid Limit a Final Moisture 19.5% Plasticity Index % Swell @ 500 psf 1.3% % Passing #200 Swell Pressure (psf) 2,400 Dry Density (pcf) 114 5 SO LOGIC nut:blank 6/27/2( PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project # 17.1271 October 2017 SWELL/CONSOLIDATION TEST SUMMARY 3 to % Consolidation 12 10 B 6 4 2 0 -2 -8 -10 -12 10 . I ° 11 • a 1 ._ r i r r y ` I . 1 � • • r . • .t . atis_. ..- -- - . a I ' . Y I -ir- • • 1.- I c - a 4 r r r - -- .-a-w - L 1. 4 -. r Y w • - 4 100 1000 Applied Load (prM) 10000 100000 Sample ID: Ba18 @ 9 Sample Description: Brown/Olive/Gray/Rust SiltstoneiSandstone Initial Moisture 15.2% Liquid Limit -- Final Moisture 21.6% Plasticity Index % Swell @ 500 psf 13% % Passing #20O Swell Pressure ( psf) 2,40O Dry Density (cf) 108.8 Eq LOGIC Page 71 of mut:blank 6/27/2( Page 72 of PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project # 17-1271 October 2017 SWELL/CONSOLIDATION TEST SUMMARY 12 10 8 e 6 a, S % Consolidation 4 2 0 -2 A -�7 -8 -10 -12 1C - I - - II - i i ,,_� m — f' -t ��• •. r . I. '' ■ n N A t I . a ,; 4 4 I 2 • - 1 M• .••♦ . c 1 s .• I N. .s M I r- A.. a -Y I s ' F .....• �i. _J._ — 1 .. y _ 1 L--i i - . - • - - _ ^ . . a I: _ U _ . • I _ �4 J , k l 100 1000 Applied Load (psf) 10000 100000 Sample ID: B-19 @ 4 Sample Description: Brown/Red-Brown Lean Clay (CL) with varying amounts of Silt and Sand Initial Moisture 23.8% Liquid Limit - Final Moisture 22.3% Plasticity Index - % Swell @ 500 psf None % Passing #200 Swell Pressure (psf) <500 Dry Density (pcf) 99.8 SO LOGIC m it:blank /27/2( PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project # 17-1271 October 2017 SWELL/CONSOLIDATION TEST SUMMARY i 3 co aft MMMMM Waal C an C 0 S 1 2 10 8 6 4 2 a -2 -4 -10 -12 10 I 1 I I • w - .1 W a a W L- , I.. ►.. t w i I I € _ 1 f . Y4" r I a 1 II 4 4. a liarr A id 1 f 9 j- u 1= _ M P + t I I• 1 1.- •. . 1.. it p a _ 4 I . a • { I I 100 1000 Applied Load (pa) 10000 100000 Sample ID: B-19 @,9 Sample Description: BrownlRe+d-Brown Lean Clay (CL) with varying amounts of Silt and Sand Initial Moisture 272% Liquid Limit - Final Moisture 21A% Plasticity Index % Swell @ 500 psf None % Passing #200 - Swell Pressure (psf) <500 Dry Density (pc 95 .1 i S LOGIC Page 73 of )ut:blank 6/27/2( PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project # 17-7271 October 2017 SWELL/CONSOLIDATION TEST SUMMARY 12 10 8 S 311 6 cai SO IS MI' OD Oi MI MI % Consolidation 4 2 0 -2 -4 -6 -8 -10 -12 10 Ie ry Y a t I 1 a Y i • L. •- II i a a L C 1 h M t y r• ' _ Y •: II 1 atet A4dis / i 1 • E r r 1 +4 a I 1 I • J a .jY ' I ' I 1 Y I aamm. ' os-18" . 100 1000 Applied Load (psf) 10000 100000 Sample ID: Ben @ 4 Sample Description; BrownfRed-Brown Lean Clay (CL) with varying amounts of Silt and Sand Sell ,Only) Initial Moisture 21.8% Liquid Limit - Final Moisture 203% Plasticity Index t % Passing #200 3 Swell @ 500 psf None Swell Pressure (psf) <500 , Dry Density (pcf) 106 7 SQ Page 74 of LOGIC nit:blarik 6/27/2( PROPOSED RED BARN DEVELOPMENT PRELIMINARY EXPLORATION WELD COUNTY (MEAD), COLORADO Project # 17.1271 October 2017 SWELL/CON O LI DAYTON TEST SUMMARY enannnea 12 10 8 6 4 2 -2 -4 -0 -10 -12 10 • ¶r .- i I i-• • •f _. I. ..E._... II, • • II r Add - -- r j`- 4 - 4-- " —4 . —4- r 1 • — R . • + qJ 4 t - 1 . _ --4- • in i A II 100 1 000 Applied Load (pat) 10000 100000 Sample ID: Be2O @ 9 Sample Description: Brown/Olive/Gray/Rust iltstone/ andstone • well 0niv� Initial Moisture 27.6% Liquid Limit Anal Moisture 24,4% Plasticity Index a % Swell @ 500 psf None % Passing #200 - Swell Pressure (psf) <500 Dry Density (pcf) 94.1 SO LOGIC Page 75 of )ut:blank. 6/27/2( Page 76 of UNIFIED SOIL CLASSIFICATION SYSTEM Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests(' Soil Classification Group Symbol Group Names Coarse Grained Soils More than 50% retained on No 200 sieve Gravels More than 50% of coarse fraction retained on No 4 sieve Clean Gravels Less than 5% fines0 Cu ≥ 4 and 1 s Cc s YY Cu c 4 and/car 1 r Cc 3L GW Well graded gravel GP Poorly graded gravel' Gravels with Fines More Fines classify as ML or MH than 12% fines° GM Silty graver; Fines classify as CL or CH GC Clayey gravel' °H Sands 50% or more of coarse fraction passes No 4 sieve Clean Sands Less than 5% fines° Cu ≥ 6 and 15 Cc .s 3E SW Well graded sand' Cu c 6 and/or 1 > Cc SP Poorly graded sand' Sands with Fines More than 12% fines" Fines classify as ML or MH SM Silty sand"' Fines classify as CL or CH SC Clayey sande"' Fine -Grained Soils Silts and Clays 50% or more passes the Liquid limit less than 50 No. 200 sieve Inorganic PI > 7 and plots on or above "A" line' CL Lean clay" L PI < 4 or plots below 'K fine' ML Silt" L Organic Liquid limit a oven dried Liquid limit - not dried 075 OL Organic clay t M M Organic silt 4 "1 ° Silts and Clays Liquid limit 50 or more Inorganic Pl plots on or above "A" line CH Fat clay'` M PI plots below "A" line MH Elastic silt L Organic Liquid limit - oven dried Organic clay` L M R 0.75 OH Liquid limit - not dried Organic silt's Highly organic soils Primarily organic matter, dark in color, and organic odor PT Peat Qdattu Ull l lilt JSSbli ly Lille ..1 -III _ k, 1 0-111111) B If field sample contained cobbles or boulders, or both, add "with cobbles or boulders, or both" to group name_ c Gravels with 5 to 12% fines require dual symbols: 6W -GM well graded gravel with silt, GW-GC well graded gravel with clay, GP -GM poorly graded gravel with silt, OP -GO poorly graded gravel with clay. D Sands with 5 to 12% fines require dual symbols: SW-SM well graded sand with silt, SW -SC well graded sand with clay, SP-SM poorly graded sand with silt, SP -SC poorly graded sand with clay ECu = D&D/C,c, Cc = __u '9nx Dc F If soil contains a 15% sand, add "with sand" to group name. c if fines classify as CL -ML, use dual symbol GC -GM, or SC-SM. PLASTICITY INDEX (P1) 60 50 40 30 20 10 7'_ 4 a For classification of fins -grained soils and fine -granted fraction of ccitiratgrainaci soils Equation of "A- line Honzontai al P1=4 1011_1%25 5 then PItO.73 (Lt -2Q) Equation of "L.t" - fine Vertical al LL:416 to Pi=7. than P 1=0.9 (Lb$) r J J in i$ 21 30 P at& ML or OL u _ "it fines are orgarime, a0U J rrUi organic fines" to group name, If soil contains a 15% gravel, add "with gravel" to group name. If Atterberg limits plot in shaded area, soil is a CL -ML, silty clay. K If soil contains 15 to 29% plus No. 200, add "with sand" or "with gravel," whichever is predominant. L If soil contains 30% plus No. 200 predominantly sand, add "sandy" to group name. "' If soil contains a 30% plus No. 200, predominantly gravel, add "gravelly" to group name N PI a 4 and plots on or above "A" line, °PI < 4 or plots below "A" line P PI plots on or above "A" line a PI plots below "A" line. o C Mil or CM 40 60 64 7D LIQUID LIMIT fa) .} V eo 9D 100 110 )ut:blank 6/27/2( Page 77 of GENERAL NOTES DRILLING & SAMPLING SYMBOLS: SS: ST: RS: CS: BB: Split Spoon - 1%" ID., C}., 2" O.D., unless otherwise noted Thin -Walled Tube — 2,5" 0,D,, unless otherwise noted Ring Sampler - 2.42" I , D,, " 0.D., unless otherwise noted California Barrel - 1.92" I . C ., 2.5" 0.D., unless otherwise noted Bulk Sample or Auger Sample HS: PA: HA: RB: WB: Hollow Stem Auger Power Auger Hand Auger Rock Bit Wash Boring or Mud Rotary The number of blows required to advance a standard 2 -inch 0,D, split -spoon sampler (SS) the last 12 inches of the total 18 -inch penetration with a 140 -pound hammer falling 30 inches is considered the "Standard Penetration" or "N -value" For 15" 0,D. California Barrel samplers (GB) the penetration value is reported as the number of blows required to advance the sampler 12 inches using a 140 -pound hammer falling 30 inches, reported as "blows per inch," and is not considered equivalent to the "Standard Penetration" or "NI -value". WATER LEVEL MEASUREMENT SYMBOLS: WL: }CI: DCI: AB: Water Level Wet Cave in Dry Cave in After Boring WS: WD: BC R: AC R: While Sampling While Drilling Before Casing Removal Alter Casing Removal Water levels indicated on the boring logs are the levels measured in the borings at the times indicated. Groundwater levels at other times and other locations across the site could vary. In pervious soils, the indicated levels may reflect the location of groundwater. In low permeability soils, the accurate determination of groundwater levels may not be possible with only short-term observations, DESCRIPTIVE SOIL CLASSIFICATION; Soil classification is based on the Unified Classification System. Coarse Grained Soils have more than 50% of their dry weight retained on a #200 sieve; their principal descriptors are: boulders, cobbles, gravel or sand. Fine Grained Soils have less than 50% of their dry weight retained on a #200 sieve; they are principally described as clays if they are plastic, and silts if they are slightly plastic or non -plastic. Major constituents may be added as modifiers and minor constituents may be added according to the relative proportions based on grain size_ In addition to gradation, coarse -grained soils are defined on the basis of their in -place relative density and fine-grained soils on the basis of their consistency. FINE-GRAINED SOILS. Blows/Fit` 0 3-5 6-10 11-18 19-36 >36 Blows/Ft, 0-2 3-4 5-8 9-15 16-30 >30 Consistency Very Soft Soft Medium Stiff Stiff Very Stiff Hard COAR ERAINED SOILS Blows/Ft. 0-5 6-14 15-46 47-79 >79 RELATIVE PROPORTIONS OF SAND AND GRAVEL Descriptive Terms. of Other Constituents Trace With Modifier Percent of Div 'ei�aht <15 15-29 >30 RELATIVE PROPORTIONS OF FINES Descriptive Terms of Other Constituents, Trace With Modifiers Percent of Dry Weight <5 5- 12 >12 Blows/Ft. {0 4-9 10-29 30-50 >50 Relative Densit Very Loose Loose Medium Dense Dense Very Dense Blows/Ft. <24 24-35 36-60 61-96 >96 BEDROCK Blows/Ft. < 20 20-29 30-49 50-79 >79 GRAIN SIZE _ TERMINOLOGY Major Comno n ent cif Ea Dl Boulders Cobbles Gravel Sand Silt or Clay Consistenc Weathered Firm Medium Hard Hard Very Hard Particle Size Over 12 in. (300mm) 12 in. to 3 in. (300mm to 75 mm) 3 in. to #4 sieve (75mm to 4.75 mm) #4 to #200 sieve (4.75mm to 0.075mm) Passing #200 Sieve (0.075mm) PLASTICITY DESCRIPTI Term Non -plastic Low Medium High Plasticity Index a 1 -la 11-30 30+ ,, SO LOGIC npit:blank 6/27/2( Page 1 c DELICH ASSOCIATES Traffic & Transportation Engineering 2272 Glen Haven Drive Loveland, Colorado 80538 Phone: (970) 669-2061 Fax: (970) 669-5034 MEMORANDUM To: sari McDowell Schroeder, Mead Traffic Engineering Consultant Aurora Charlton, Rocky Ridge Civil Engineering FROM Matt Delich DATE March 14, 2018 5t, '• s I ra f.. SUBJECT: Red Barn Subdivision Transportation Impact Study Addendum a Impact of 13 Estate Lots (File: I BO7MEOI ) This memorandum documents requested analyses related to initial development of 13 Estate Lots in the Red Barn Subdivision. The "Red Barn Subdivision Transportation Impact Study" (TIS), March 2018, is being submitted with this addendum. Figure 1 shows the site plan for the Red Barn Subdivision and the 13 Estate Lots. Seven lots will access Colorado Boulevard via a driveway that will become Harvest Moon Road in the future. Six lots will access WCR32 via a driveway that will become Harvest Moon Road in the future. Table "I shows the expected trip generation on a daily and peak hour basis for the initial 13 Estate Lots of Red Barn Subdivision.. The 13 Estate Lots will generate 120 daily trip ends, 10 morning peak hour trip ends, and 12 afternoon peak hour trip ends, as shown in the cited TIS, TABLE 1 Trip Generation Code �a AWDTE A_ M_ Peak Hour - - .rrr. _ -_._.r PM Peak Hour - _ _ Use I Size Rate = Tripe �- Rate -r in -_ �� R Oyut _ R .7 In Rate I Out 210 Estate Lots 13 D.U. EQ 120 EQ 3 EQ 7 EQ 8 EQ 4 Figure 2 shows the site generated peak hour traffic at the key intersections for the 13 Estate Lots. Figure 3 shows the short range (2023) total peak hour traffic at the key intersections. The Town of Mead uses the Colorado State Highway Access Code (SHAC) for auxiliary lane evaluation Colorado Boulevard and WCR32 are considered to be NR --B roads. The auxiliary lane requirements for NR -B roads (at greater than 40 mph) is: left -turn deceleration lane — greater than 10 vehicles per hour (K'p'h) and right -turn deceleration lane greater than 25 vph. The resulting short range (2023) total peak hour traffic, with the 13 Estate Lots, does not cause any additional auxiliary lane requirements or improvements Do not hesitate to contact me if there are questions or if additional information is required )ut:bla.n 6/27/2( Page 2 c CR 32 (100' ROW) LA at a I I f a a at s s ON : r a — — a. i A l 1 I i a a a A D'theirs( Pasty ti 4 r— — — 3/4re sisal to as a aOkeriSpry 110t1 _mm---e_*as a MEW WIN r L SITE PLAN a S 1. Hiallre lead Th "bp r r. _t > ,.1 de, . Seidl ti. "arl } z iT 1 Vr II SCALE: 1"=400' — AI, E ESMI �.� O1-$ I EXISTING 30' ACCESS ROW r d 01 \NuN \1/45%4 a cam • - 13 Estate Lots T 24' f ACC E SSA _ W NT ,__ Figure 1 1-DELICH -� r ASSOCIATES Red Barn Subdivision TIS Addendum, March 2018 C) rat Sas Q O lut:blank 6/27/2€ Page 3 c 0 0 1J0 (10°!0) E. Frontage Rd. R 2 0/1 (10%) AM/PM (trip distribution) 0 ac 0 Driveway 1/1 (20%) 3/1 (35% ) 4 re)rN SH66 113 (30%) N \-1/2 (20%) f 0 U) T - a a V O a O SITE GENERATED PEAK HOUR TRAFFIC FOR 13 ESTATE LOTS Figure 2 il—DELlCH � rASSOCIATES Red Barn Subdivision TIS Addendum, March 2018 t:blaflk 6/27/2( Page 4 to r Fi 113 123 CSI i en CC re r T sena- AM/PM WCR32 14/82 -0 - as KU .a C 52/18 1/3 rer Driveway H66 SHORT RANGE (2023) TOTAL PEAK HOUR TRAFFIC FOR 13 ESTATE LOTS 0- 6/68 2/6- ` 8/10 r r +rQ 44P, '41/4 - 16/148 -411 3981708 - 52/10 C! U N 4.O 1 T r r' 14/39 760/592 77/55 celr 135 co ir O 3 U Figure 3 � L-._DELI+CH v g —ASSOCIATES Red Barn Subdivision TIS Addendum. March 2018 )ut:blank 6/27/2( Page 1 of RED BARN SUBDIVISION TRAFFIC IMPACT STUDY MEAD, COLORADO MARCH 2018 Prepared for: Rocky Ridge Civil Engineering 420 21st Street, Suite 101 Longmont, CO 80501 Prepared by. 77 I' ..1,./.2/ DELICH ASSOCIATES 2272 Glen Haven Drive Loveland, CO 80538 Phone: 970-669-2061 FAX: 970-669-5034 Project #1807 3/11 3��8 mit: blank 6/27/2( Page 2 of I TABLE OF CONTENTS I. INTRODUCTION Maa 14 a s F a r. I}: a b i .: }. .. r± 'Pot !el •e r±± F±± F e, 1 e f e e II. EXISTING CONDITIONS b•a I - min btst•bt4 b.. @I 01.1•011.11•1 4 GGGGGGGGG In i F a 4i 44* 114 all is■. IIIINIFIlelliailitija a Land Use 2 44444444444444 I■ I■. i a 1 1 .4 t 5 1 i I 4. tali I t• Ian i r s, e e e t r a F i• 4 t ■ e f m f a I.. ■ a a .a r a Y r a 4 i. •• .I r• a. I r a I I is Streis . s 1 e 14l a s . s... 4. i.. • .i a ■ a I :est. •a sa.atis a.a pt at b.e pt s - a. as at 4 • 4 4 4$a a s e. I ai t -a , a ■ Existing Traffic. 4444 ..:.•3_.44144e4ee4fte.teiaetin .utietnoern en Suit Existing Operation I •S T I• e I■■ a 1 4 jet 011•Sw• a a• *Soil 4.4.4 I •44.444.4 104 0 44I 4 4 5 III, PROPOSED DEVELOPMENT., y. 44444 I tie.,.•• 4 9 TripGeneration .Ma i•a.t•i*M•4s •tt4St'fi*t•t 7••V1.4T...ieeeawLIi4..... ia4•e.i .•,...iii...... Trip Distribution tributiorn •44 II VOW ... e.Vet t...a I..!•b .!e N.•■.■..r e.b Background Traffic Projections .I4 Fall ,�: a. a a a 4 a i i.a: a 4 a a.. 11 Trip Assignment/Total Traffic a a: ass 1414.4 }it �•6ti bid}si•F•9 tr.ele tr±e re el PIT r.e r.1 11 Signal Warrants .4btb,.e 4 i 4tt a e s 4 •.I •a.b 3.•41 4 Piton.. .•il * ■ Geometry....aa....a...T.• pa.TeeI■a•rn%.aa.a4a...as al ell aasaaa1nia:a. a.ema }33.41a.„.4..r±1rt aee4reb•eitiretreer±1 19 Operation Analysis •:.■I _ rer•rpee•r-u -u et.s-r.eeeee,eeaeei ..... speemeelsneon I .e•n a 19 Queuing and Site Circulation Mall ...e SO uses OM a ma bal•a. i MOO •i** W. • ... atoll a aril. Ia+a■e44ai F•a I.9 23 Pedestrian/Bicycle Facilities _{s}4.;44444'+ 44.3 bi ei:±••}r1. b iri•t_e•e..... not tot es.'se.em. emest..... ae..:• . amens a es a lama a•a 8 IV. CONCLUSIONS aiiSi../.i.il.. b.b*Pigb•Tsussaasbust.ii.p.i4.•..ee9 nil Y• a fai4 4 F ea} ai4 i :w dews 29 LIST OF TABLES 1. Current Peak Hour Operationeine... - - 4sanas-.aaiaa94aaa4::sa:e .i }ii} 2. Trip Generation „I ee*t11 F,Tltet p.Te.t-u ran ..... 11P....., p.n e ....... all e•. p•9 ISMS 1b..l eta ■s. P5* I ■eleaa ia.a 1 Short Range (2023) Background Peak Hour Operation r.. ,...... r.. 9.. F a 1. 9 .a , b. . 4. Long Range (2040) Background Peak Hour Operation, r••I•efYet•peep....•••.ea 24 5. Short Range (2023) Total Peak Hour Operation „sm.... .. ..., . .. . ....,.....„25 6. Long Range (2040) Total Peak Hour Operation..,.i•se4,l■i.ipa4}ia.i;4a};4}e44.4411.4 • 27 Red Sam Subdivision TIS. March 2018 j —ASSOCIATES t:blank 6/27/2( Hello