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Home My WebLink About20202443.tiffDEPARTMENT OF BUILDINGS AND GROUNDS PHONE: (970) 304-6531 FAX: (970) 304-6532 WEBSITE: www.co.weld.co.us 1105 H STREET P.O. BOX 758 GREELEY, COLORADO 80632 August 6, 20xO To: Board of County Commissioners From: Toby Taylor Subject: Motor Pool / Fleet Services PUD (2019-4874) On November 27, 2019, Weld County submitted an application to the City of Greeley for a Planned Unit Development amendment at the Motor Pool / Fleet Services land parcel to make a lot line adjustment and to approve construction of a new building (Exhibit A). This application was to support the construction of a new Wash Bay and Welding Building. The City of Greeley has approved and finalized the PUD amendment request with the final changes and approval captured in Exhibit B. If you have any questions, please contact me at extension 2023. Sincerely, Toby Taylor Director Coptmun;co.+ onS ow/! .lao 2020-2443 esGooQl RESOLUTION RE: APPROVE SUBMITTAL OF LAND USE APPLICATION FOR FINAL PLANNED UNIT DEVELOPMENT (MOTOR POOL / FLEET SERVICES WASH BAY) AND AUTHORIZE CHAIR TO SIGN - CITY OF GREELEY WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, the Board has been presented with a Land Use Application for Final Planned Unit Development (Motor Pool / Fleet Services Wash Bay) from the County of Weld, State of Colorado, by and through the Board of County Commissioners of Weld County, on behalf of the Department of Buildings and Grounds, to the City of Greeley, with further terms and conditions being as stated in said application, and WHEREAS, after review, the Board deems it advisable to approve submittal of said application, a copy of which is attached hereto and incorporated herein by reference. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the Land Use Application for Final Planned Unit Development (Motor Pool / Fleet Services Wash Bay) from the County of Weld, State of Colorado, by and through the Board of County Commissioners of Weld County, on behalf of the Department of Buildings and Grounds, and the City of Greeley, be, and hereby is, approved for submittal. BE IT FURTHER RESOLVED by the Board that the Chair be, and hereby is, authorized to sign said application. The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 27th day of November, A.D., 2019. ATTEST: dat A) JC. ;ek Weld County Clerk to the Board BY: AP County Attorney Date of signature: PAT/I9 BOARD OF COUNTY COMMISSIONERS WE�D COUNTY, COLO DO /lli1�GCLh a— / �ih . Barbara Kirkmeyer, C air Mike Freeman, Pro -Tern EXCUSED Sean P. Conway . James Steve Moreno c.c.(bC',(TT ! SGT, ea 03$1.18c. OI/22/2o 2019-4874 BG0021 November 22, 2019 DEPARTMENT OF BUILDINGS AND GROUNDS PHONE: (970) 304-6531 FAX: (970) 304-6532 WEBSITE: www.co.weld.co.us 1105 H STREET P.O. BOX 758 GREELEY, COLORADO 80632 To: Board of County Commissioners From: Toby Taylor Subject: Greeley PUD Application The County desires to construct a new Wash Bay building on the lot where the Fleet Services and Household Hazardous Waste facilities are currently located. To facilitate this construction, an amendment through the Greeley Planned Unit Development (PUD) is necessary and is captured in the attached application and narrative. The process will involve: • Remove the lot line between the County owned parcels of the Fleet Services lot (1399 North 17th Ave) and the Oil & Gas lot (1301 North 17th Ave) to facilitate the necessary drainage plan improvements for the planned construction • Construct a new wash bay (with welding shop) building to south of the existing Motor Pool building and the existing Oil & Gas building (1301 N. 17th Ave). • In addition, Weld County is planning to modify the interior of the existing Oil & Gas building (1301 N. 17th Ave) to support the Public Works sign shop needs. Plus, retain the future ability to construct the previously approved addition to the southwest of the current building. • The modification of the Oil and Gas building (1301 N. 17th Ave) will also accommodated the placement of a temporary mobile kitchen to support the 6 -month remodel and expansion of the Jail kitchen. This temporary use is expected to occur in latter part of 2020 through early 2021. Buildings & Grounds is recommending approval application to start the PUD process which is estimated to take at least six months. If you have any questions, please contact me at extension 2023. Sincerely, Toby Taylor Director 2019-4874 bc,00a Land. Use. Application Please print or type all required information. This form is NOT the complete submittal. The application fee and all associated materials are to be provided with this form. Staff will review the submittal and advise you of its completeness for processing. Project Name: Weld County Fleet Services Land Use Request: Final PUD Address/Location: 1399 17th Ave, 1311 17th Ave, 1301 17th Ave Zoning Site Use Site Area Existing Proposed (if derent) PUD PUD Motor Pool Services/ Wash Motor Pool Services/ Wash Acres: 12.76 Sq. Ft: 555,854 Acres: 12.76 Sq. Ft.: 555,854 Name Business Owner Submittal Contact (if different) Toby Taylor Eric Wernsman Weld County Buildings and Grounds Wernsman Engineering and Land Dev. P.O. Box 758 Address Greeley, CO 80632 Phone # Fax # E -Mail 970-400-2023 P.O. Box 105 LaSalle CO 80645 970-539-2656 970-304-6532 ttaylor@weldgov.com ejwems25 a(,_7gmal.com This application must be signed by all owner(s) of record or the authorized officer, if a corporation; current proof of ownership, such as a warranty deed, is to be submitted with this application. A letter of authorization should be submitted if the authorized representative will be acting on the owner's behalf. I/We, the owner(s), depose and state under penalties ofperjury that the application and support materials provided to the City of Greeley for the identified request(s) are true and accurate. I/We am/are fully aware of all requests being made to the City of Greeley and authorize individuals' or firms to represent our interest in this/these request(s). Name: Barbara Kirkmeyer, B0CC Chair Signature: Date: NOV 212019 Name: Signatith : Date: Community Development -Plowing Division • 1100 10th Street, Ste. 202, Greeley, CO 80631 e (970) 350-9780 Fax (970) 350-9800 A City Achieving Community Excellence Narrative for Weld County Fleet Services Building. This project is located on part of Tract "D" Weld County Business Park. Weld County is requesting to remove the lot line between parcels 080331100054 and 080331000042. Weld County owns both parcels and the removal of the lot line will assist them in using and developing the site without creating additional easements and agreements. On Parcel #080331100054, the north parcel, Weld County is planning on removing the car and truck wash from the existing Motor Pool Service building at 1399 N. 17th Ave. A new wash building will be constructed to the south of the existing Motor Pool building and the existing Hazardous Waste building (1311 N. 17th Ave). (Parcel #080331100054) On Parcel #080331000042, the south parcel, Weld County is planning to modify the interior of the existing building (1301 N. 17th Ave) and construct the previously approved addition to the southwest of the current building. A 6 month temporary use is also proposed for this lot. The current Weld County Jail is being remodeled and a temporary kitchen is planned to be placed southwest of the current building. This 6 month temporary use is expected to occur in latter part of 2020 through early 2021. It is not anticipated that an increase in traffic will occur due to the new building or lot line abandonment. The vehicle washing activity will simply be moved from the existing Motor Pool Service building to the proposed wash building. A new detention pond is planned on the southwest corner of the south parcel. The pond will provide stormwater detention and water quality capture volume for the developing property, including a portion of the existing site that isn't being improved. A drainage report has been included with this application. Water service for the proposed wash building will be provided by the existing 3" water service that serves the existing Motor Pool building. A new 8" sewer main will be constructed to provide sewer for the new wash building and the temporary kitchen. Grease traps and sand/oil separators will be provided as necessary. Based on pre -application meeting discussion with the City, additional landscaping is not being proposed with this application. Existing landscaping is believed to be adequate. The use of the property is not changing with the proposed application. ATTEST: (/ 'd1 Weld C•u t Clerk to the :oard WELD COUNTY, COLORADO BOARD OF COUNTY COMMISSIONERS BY: % �i/ _ I1a li'�a� ' La - Deputy C rk APPROVED AS TO FUNDI Controller County Attorney APPROVED AS TO FORM: rbara Kirkmeyr, Chair DV 27 2019 ROVED A TO SUBSTANCE: fficial or Department Head 02.019- `t87- STREET GENERAL NOTES 1. All weds within the public right—of—way, or easement shell conform la the City of Greeley Construction Speciflcotlons and Design Standards. 2. The Contractor is responsible fear obtolning oil required permits prior to commencement of any work n the project. A permit from Public Works Department (970-350-9881) isrequired for all construction In public right—of—way of easements. A pre —construction conference shall be held with City representatives before a permit will be lamestCall Utility Notification Center of Colorado et 1-800-922-1987 for utility locates ret least 48 hours prior to any excavation work. 3. The Contractor shell notify Construction Services (970-350—053g) at least 24 hour prior to required inspection, 9. If Is the Contractors responsibility to notify the Owner/ Developer, and the City, of ony problems In o the accepted pions Mr ony element of the proposed improvements prior to its cnstr ctiian. 5 It is due to clthe resonsibility of the 001:10peer during construction o Uvities :o resolve construction problems a gee conditions. or design errors encountered by the Contractor during me progress of anoyms of the project. II, In Ma opinion of te City, the modifications proposed by the he portion lpted plans, Involve significant changes to the character of the work, or to the future contiguous t public or private improvements, the Developer shall be responsible for re —submitting the revised pions to Me City of Greeley for acceptance prior to any further construction related to that portionofthe project. Any improvements not constructed in n o do vita theaccepted pions, or the accepted revised pions, shall be removed and reconstructed according to the approved plan. 8. The Contractor shall be s lely and completely responsible for the c al a atljacent to the ob site. including safety of all persons and property, a ell the performanceconditions not the work. This requirement all apply. continuously and shall not a limited working hours. The ddutyo City t conduct construction f the Contractor Darter not Intended to Include wow hof the °Mammy of the lContractor's safety measures In, an, or nearcthes construction site. 7, The Contractor shall provide all lights, signs, barricades, flag persons, or other devices necessary to provide for public safety In accordance with the current Moment on uniform Traffic control Devices, peas he Greeley Supplement to the Manual on Uniform Traffic Central Devices. 8. The Contractor is responsible for the protection of oil survey monuments. Any movement that must be destroyed for construction shall be replaced. The Contractor shall engage the services of q Professional Licensed Surveyor (PLS) prior to disturbing any monuments. 9. Prior to anal placement of surface pavement, ell underground utility m Noll be in tolled and actions stubbed out beyond cu allowed by the utility. Service tram public 0111,10: and service sonitory se hall be made avalloble for when lot in e nlnial will not be nenes.nry In disturb then street pavement, curb. gutter. and sidewalk when connections nee ;none. 10. The contractor shall restrict working hours to between 7,00 am a. 6:00 pm an normal. City at Greeley business days unless prior approval has been obtained from the City. 11. All access will need to be equipped with either o Knox Key switch system or Knox Padlock for emergency services epees.. UTILITY NOTES: 1.011 construction work to be accepted by the City shall conform to the City of Greeley Construction Specifications and Design Slanders.. 2.911 over o grading in the right—of—way e or easement shall be completed prior to Installing potable watersonitary sewer, or non —potable Irrigation lineri. 3 -Contractor shall verify all utilitylo cations ns prior (o construction. Coll Utility Notification Center o a Celarado at 1-800-922-198] r dial 811 tar utility locates 48 hours prior to ony excavation work. 4.Maintoln o minimum of ten (10) feet horizontal clear distance separotian between potable water mai eas/services an ha sgnry sewer or non —potable IrrlgaUan meln:/services. Potable water t mains/services re to be located 18 —Inches minimum above the sanitary sewed or en —potable able Irrigation mains/services. If field conditions vary from theme shown en these plans and the sonitory n —potable ins/set not be located below the w service, a clear sewer or of eighteen (1s)i Inches cannot cannot Co mpmtUi ed, or main m ten (10) foot horizontal separation cannot be chievad, Me City shall be contacted Immeellotelyu to review the situation. 5.In all instances where a water line to :10g. potable or non —potable; is required due to unforeseen field conditions. adetailed drawing shell be provided to the City for acceptance prior to performing the work. 6.Where potable water, sonitory se and non —potable Inlgotlao Ilnee are hooted polo Gn utility there shall be no other utilities located horizontally with. ten (1C) feet of either line except ,proved erossings. 7.ContoUlar shall noEdy the city one (r) wee0 prior Conslructian Drawings hove been distributed and a City. 6.Cantractor shall pothole all existing utilities to be crossed by eatable water, so tery sewer, or non—patoble Irrigation lines at least 24 hours prior to crossing to ensure II" minimum clearance for cut open cu 10010s and SC' minimum clearance for bored crossings. Harizantol and vertical location of crossed existing utilities shall be recorded on the As —Constructed Record Drawings 9. Should any variations before or daring construction to the potable water distribution, sanitary sewer collection, or non —potable irrigation system designs be considered, notice must first be given to the City to determine if it needs acceptance by the City. If so, a new pion snail be drown and submitted to the City for acceptance by the Design Engineer 72 hours prior to construction. Io commencing woe after Cilyeccepled preconstructlon m ling has been held Ith the 0.01111 canstiucllan plans are valid for construction one (1) year from the date of City signature acceptance. 11. All potable water mains. services, and hydrant lines shell hove a minimum cover of five (5) feet and a maxmum cover of six (6) feet unless otherwise indicated on the accepted Construction 0rowing.. 12. All non —potable water mains o d set shell have a minimum cover of three and a half (3.5) feet end a aximum cover of Mx (6) feet unless otherwise indicated an the accepted Construction Drawings. 13. A11 new water mains shall be 011010aded and tested and approved prior to connection to the existing water system. Valves which for pressure and leakageof the time of Installation 0nd the testing woe performed In the presence of lha City may be considered as o bulkhead. 14 Verification s — lop of pipe elevations at MI potable and non —potable at valves, and anitory sewerneon..inverts shall be surveyed and e1,1110ed to the City by the n0 n Engineer for rI r o construction, The shell olso seed leingth and proposed pod, ground elevations at oil valve boxes and pmanhole erim elevations.. 15.111 utility conduit crossings of potable seater, sanitary sewer and non —Datable Irrigation lines shall be encased in High oeneity Pahm.Pene (HOPE) pipe. with o minimum Standard 0irnen0on Ratio (SDR) 11 across the entire easement or right—of—way width. The encasement joint shall be butt fused. Flexible joints ore not allowed. 16,1001ls san101ch: 01111:00 by the City fat 0 fee. Coll 970-350-9810 at least 48hours in advance to TRACT D WELD COUNTY BUSINESS PARK PUD, 1ST AMENDMENT (PUD2019-0020) Weld County Business Park Part of Tract D 1399 N 17th Ave, Greeley, Colorado VICINITY MAP N,1,S, Stormwoter Notes: (Beading for ell storm 6,611 sh011 be per the standard storm broln bedding Details 6-6 and 6-7, unless spebi fled otherwise. 01011 storm drainage construction shall conform to the City of Greeley's most recent Storm 010111ge g Specifications. copy of Me specifications may be obtained from the City or found on the City's w b 1)090 - GROL4(g[6elyygav,cgm/set sees/urv/tIl9p-crl1c a- -Sspd}ful1104-3OCc;ltcullens In)RCP shall have flexible g kei at riot (water tight robber gaskets) meeting ASTM C443 a d bNi and spigot loin ts. Duc[Ile Iron spipenahall be poly-wroppetl in ac ordonce with 9WWA Sfnntlartl C -loss Iv) 6aclef:l material may be local site material that is well -graded, non- ve granular molerial free of rocks, frozen lumps, foreign material t on stones greater than 3' In o aggregate boss ck whit. Remove oll debris Including soda cans, rags, pipe banding materiel. etc. from the pipe •trench 6before backfilling. v)Ail areas Impacted by the construction :h n 111 be cleared of project generated debris by the contractor t o n of Me earliest opportunity, but shall any roods walkways be left uncleared after the ampletian ofthe dads work. 0 shall be the contractor's responsibility to pr1vlde thenecessary equipment antl material to satisfactorily clean the roadways I)The contractor shall be required to street sweep impacted streets doily, if the City deems n II ecessary, to keep the streets free of mud and other debris due to hauling operations. vil)The contractor is responsible for dust control, and It shall be the contractors responsibility to directed the by the assory ClIp Water shall bement d used 061 tosatisfactorilywhereat dust at ellT limes, and as y o s palliative where required The contractor aholl furnish one spread water of no 0dtlltlonol cast to CM project III) The contractor Is responsible for providing Co. Built drawings to the City of Greeley's Public Works Department. isynore roII: 0 Is required to have a cur eat City of Greeley Contractor's License to perform any ark In the Public Rlgh t —of —Way or easements. x)The controclor le responsible for obtaining all required permits artmr, t0 cam encemenl of any work an the easements. A permit from Public Works Is required o all construction In the Public Right —of —Way ar ants. A pre —construction co , conference shall b held with City representatives before (tperms will be issued. xi) fees will be waived on ally Initiated Stormwdter P11)010s. xii)11: c t e shrill be solely a mpn responsible for all a:millio and adjacentIa (11011:,The, 11100111 safety at persons property. during the p f the work. This h requirement shall apply continuously a limited to working s (7 AM -6 PM). The duly of the City to 161011tca of the contractor's performance is intended to include review of the megaacy ofsthe contrrector's. safety measures in, on, or near not site. 001) The contractor shall perodde all Ilghts, barricades flag persons. o other devices necessary to provide public safety in a with the cu uniform traffic control devices. and the Greeley supplement to accordance amanuol on uniformntrofllc ucontrol. xiv) The contractor shall notify oil utility companies including but not limited to Alm.: Energy, CenturyLink; Mel Energy. c .cast Cable; onset, City of Greeley's Water and Sewer Deportment Prior to commencing l construction, to have all existing e es and nduils field located. xv)The sloe. type, and iocotion see al known underground 0101110: ore Upproximote when s n these the IL shall be the ng construction. of the OWNER to locate ell underground utilitiesInthe area of the work before commencing construction. Conslructian must be in accordance with applicable City of Greeley Construction 50100110s. The City's acceptance allows For plan distribution and permit application. The City's acceptance shall not relieve the design engineer's responsibility for errors, on omissions, or design deficiencies for which the City is held harmless. Accepted. by a_ T�o[30JO Engineering Develo merit Review Dote and Civil Inspecti�on""s''''Mummer ��I Accepted by: p-yt Li s)J'f�^%—L'L'.l alY lu CIT O_ E GRE-EyE0AAFlRE MARSHAL le Accepted by; W� OWNER/DEVELOPER WELD COUNTY BUILDING AND GROUNDS 1105 "H' St Greeley CO 00631 970-309-6531 CIVIL ENGINEER Wernsman Engineering and Lend Development LLC Eric Wamsman 16495 Essex Rd Platteville CO 80651 Cell 970-539-2656 ARCHITECT RSAP INC 801 8TH ST, UNIT 9190 GREELY CO 80631 970-346-0151 �rS Community Development Director Da BENCHMARK VERTICAL DATUM NAVD88 CITY OF GREELEY GIS CONTROL POINT #66635A ELEVATION = 4674.18 HORIZ CONTROL CONTROL POINT #1 NW PIN NORTHING 1,407,531.36 CASTING 3,222,657.93 CONTROL POINT #2 SE PIN NORTHING 1,406,970.47 FASTING 3,222,180.78 INDEX C Cl C2 C3 C4 C5 C6 C7 08 A3 A3A A8 A9 COVER SHEET SITE PLAN BASIN MAP GRADING PLAN UTILITY PLAN EROSION AND SEDIMENT CONTROL PLAN DETAILS DETAILS DETAILS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS TRASH ENCLOSURE ELEVATIONS TRASH ENCLOSURE DETAILS r O , a a - W 2 °D.-. N oQaTo z H W HW WCC Lu °SW UZpr� Ea C7 a g TF za6n9 581 o 4 LEGEND SWALE PROPERTY LINE EASEMENT CULVERT LANDSCAPE SURFACE EXISTING PAVED SURFACE BULGING NEW CONCRETE NEW GRAVEL SURFACE PROPOSED HIGHLAND COTTONLESS COTTONWOOD (23") EXISTING HIGHLAND COTTON LESS COITONWOOD PROPOSED SKYLINE LOCUST (2") O EXISTING SKYLINE _OCUST EXISTING AUSTRIAN PINE PROPOSED PATMORE ASH (2") EXISTING PATMORE ASH PROPOSED COLORADO BLUE SPRUCE (7') EXISTING COLORADO BLUE SPRUCE EXISTING FLOWERING CRAB "SPRING SNOW" EXISTING PRUNUS SCHUBERT CHOKECHERRY EXISTING SUMMIT ASH TRACT D WELD COUNTY BUSINESS PARK PUD, 1ST AMENDMENT (PUD2019-0020) Weld County Business Park Part of Tract D 1399 N 17th Ave, Greeley, Colorado ryes:34'.39'[ ssn olsp________________________________.____.____.______,_ 20' UTILITY AND DRAINAGE EASEMENT REC # 2158271 20' UlL,T AND DRAINAGE EASEMEN- REC 9 2158271. EXISTING ACCESS AND • \ v CMP CULVERT TO REMAIN EXISTING ACCESS AND COP CULVERT TO REMAIN 4 1/2" 1/5" R. I-I,II111' COMPACTED SUBGRADE /J (SEE SPECIFICATIONS)/ 1/2" CATCH CURB 1/8" R. SLOPE 0.5" PER F', NOTE ALL CULVERTS TO BE CLEANED AT END OF PROJECT Site Areas Landscape Proposed Building 10,266 1.8% Future Buildlnq Existing Building 53,371 Pavement 131,599 Grovel/Riprop Total Area(s.f.) Percent of Site Imperv. 136,571 24.6% 12,629 2.3% 9.6% 23.7% 2% 90% 90% 90% 100% 211,418 38.0% 555,854 100.0% 40% 51,7% • PRIVATE DRIVE OWNED —.tr.'' ANC MAINTAINED BY WELD COUNTY 4' CONCRETE PAN_. SEE DUAL SHEET C3 PROPOSED ACCESS POINT 18' RCP W/ FLARED END SECTIONS INV IN =4656.63 INV OUT =4655.58 L=112' SLOPE =0.94% PROPOSED NEW FLEET SERVICES BUILDING EXISTING C GUTTER AND NOTE, ALL NON HATCHED AREAS ARE GRAVEL SURFACES THAT WILL REMAIN GRAVEL 18 SPACES I ADA SPACE PROPERTY LIN TO BE REMOVED DETENTION POND w/.NATIVE GRASSES CONCRETE TRICKLE PAN • SEE DETAIL SHEET CS ' CEIENIICN PEND CURET AT DETAIL 724" RCP W/ FLARED END SECTIONS INV IN =7656.38 INV OUT=4656.D SITE PLAN SCALE I' = 50' SLOPE =0.5% LK. N y' 30': RCP WI ENO SECTION INV IN =4656.7 INV OUT =4656 90' -LOPE =0.4% CONCRETE RUN DOWN 1w Construction must be in accordance with applicable City of Greeley Construction Standards, The atvs acceptance allows for plan distribution and permit application. The City's ceptance shall not relieve the design engineer's responsibility for errors, omissions, or design deficiencies far which the City is held harmless. Accepted by.C.1---Lsth Engineering evelopm t Review Date and Civil Inspections M(a'nagMeer�"�,�� I J/I Accepted by,,. A"v�y— — ate -4-'A,OF /GRJEELEY FI E MARSHAL Date Accepted by: A- ! 6/'r /e. Community Development Director Date PUD APPROVAL HISTORY 1399 N. 17th Avenue (Motor Pool Service Center) • APPROVAL DOCUMENT FOR WELD COUNTY BUSINESS PARK — PLANNED UNIT DEVELOPMENT (Z 3:88) 1311 N. 17th Avenue (Hazardous Waste Disposal) • APPROVAL DOCUMENT FOR WELD COUNTY BUSINESS PARK — PLANNED UNIT DEVELOPMENT (Z 3:88) 1301 N. 17th Avenue (Weld County Oil and Go: Energy Dept.) • APPROVAL DOCUMENT FOR WELD COUNTY BUSINESS PARK PLANNED UNIT DEVELOPMENT (Z 3:88) • Amended by RUBADUE WIRE (PUS 7:94) • Amended by RUBADUE WIRE COMPANY INC. PRELIMINARY/CONCEPT PUD AMENDMENT AND FINAL PUD AMENDMENT (PUD 6'. It) REMOVE AND REPLACE HATCHED AREA OF CONCRETE TO ALLOW FOR PLACEMENT OF Js v`\\\ CONCRETE PAN \� REMOVE/C NCRETE PATIW WEST OF TIE IN TO NEW PAN 216 L.F. NEW CURB AND GUTTER SEE DETAIL SHEET Cl 24 SPACES 2 ADA SPACES 10' UTILTY AND DRAINAGE EASEMENT REC # 2158271 TOO CURVE TABLE (MEASURED) ARC CHORD CURVE DELTA RADIUS LENGTH CHORD BEARING C1 57°25'19" 230.00' 230.51' 220.98' N61°42'08"W C2 57'25'01" 660.00' 661,39' 634.07 561'41'29"E CURVE TABLE (RECORDED) ARC CHORD CURVE DELTA RADIUS LENGTH CHORD BEARING C1 57°25'21" 230.00' 230.51' 220,98' N61'42'41"W C2 57'25'21" 660.00' 661.46' 634.12' 661°42'41"E a Z 0 0 0 C Q0_CVQ cO 2 CC O CC T CL Z (LIZJ I— � tL 5cc zT(� Lij 032 ♦ EJW 5/6)2020 SilaT Cl DRAINAGE LEGEND SUB-BAS•N BOUNDARY 4_42L DIRECTION OF FLOW A = Basin Desgnanor 0 = Area in Acres C = A IMPERVIOUSNESS D - Q(100) cfs BASIN SI 52 53 94 4A4 S5 059 ENTIRE SITE 9.54 AREA CAC) C)100) 7JMP 0000)CFS 5.58 123 0.90 230 0.66 70 0,39 38 247 0.56 70 10.43 0.70 58 — 15.0 0.50 059 61 76 2.54 30.01 DETENTION POND SUMMARY _CONTRIBUTING BASINS POND BOTTOM ELEVATION 4655 411 POND RELEASE RATE (ds)_ 22 03 ,REOUIREDWQCV(oubicfeet) - 10934 WUEL 465648 WO PLATE -NUMBER OF ROWS 1 WO PLATE -NUMBER OF COLUMNS I 7 WO PLATE -DIAMETER OF HOLESh5 ___-- 1-318 100-YR REQUIRED VOLUMEScublc feet) TOTAL REQUIRED POND VOLUME Icublcfeet) 100.YR.WSEL(100-YR+WDCV1 OVERFLOW ELEVATION 100-YR WSEL (wiU p1u99od 01E00) TOP OF BERM/FREEBOARD ELEV L4659.00 8,11,6 19050 14656 76 4657 63 TRACT D WELD COUNTY BUSINESS PARK PUD, 1ST AMENDMENT (PUD2019-0020) - -------------------------------------------- °_____� -__— =_-- Weld Business Tract D -_ County Park Part of Tra -_ — - - ---- ----- - — 1399 N 17th Ave, Greeley, Colorado 0 RD FDA GRATNAS NEM1 .?3662X1 20' UTILITY AND DRAINAGE EASEMEN I REC N 2158271 20' UTILITY AND DRAINAGE EASEMENT REC N 2158271 CX,STNG ACCESS AND REMAIN CULVERT -0 AIN EXISTING ACCESS AND CAP CULVERT TO REMAIN 10' X 15' X1 9" D50 TYPE "L" RIP RAP PRIVATE DRIVE OWNED AND MAIN PAINED BY WELD COUN I PROPOSED NEW - LEET SERVICES BUil DING 4' CONC PAN NEW ACCESS POINT 18" RCP W/ FLARED END SECTIONS / INV IN =4656.63 / INV OUT =4655.58 L=112' SLOPE =0.947 30' X 62' X 9" 050 TYPE "L" RIP RAF 50' WIDE EMERGENCY OVERFLOW ELEV = 455/,S BASIN MAP SCALE 1' = 50' Ns FXIS11N0 C GU --ER AND I NOTE, AL- NON HATCHED AREAS ARE GRAVEL SURFACES THAT WILL REMAIN GRAVEL PROPERTY LINE. TO BE REMOVED 30" RCP INLET _OrE DETAII SI1E E I CT EVEN) WA1ER SURFACE .REV - 4657 RIP I RARs CONCRETE TRICKLE PAN • DEIENSCN PCND OUTLET 4E DETAIL V REMOVE AND REP. ACE HATCHED AREA OF CONCRETE TO ALLOW FOR PLACEMENT OF CONCRETE PAN E CONCRET OF TIE IN T 30" RCP W/ FLAT END SECTION INV IN =4656.7,7 INV OUT =4656.38 .OP,E'-0.49, 10' X 15' X 18" 9" D50 TYPE "L" RIP RAP _ TOP OF BERM .724" RCP W/ 11FV = 4659 END SECTORS "INV IN =4656 38 INV OUT =4656 0 1=75' SLOPE = 0.5% 4' X 8' X 18" 9" 050 TYPE "L" RIP RAP CP /2 4' X 8' X18" 9" 050 TYPE "I" RIP RAP 10' THROAI Al SEC C -C ENTRANCE UTILITY AND DRAINAGE EASEMENT REC d 2158271 50 100 150 Construction must as n accordance wen opplica0,e City of Greeley Construction Standards. The City's acceptance allows for plan distribution and permit eppllcotlon, The City's acceptance shall not relieve the design engineer's responsibility for errors, amisston s. or design deficiencies for which the City is held harmless Accepted byC //O_L�M Engineering De elap t Review Date and Civil Inspections Manager s C CD r 4- C=1 Z rnWm 0•NQCO D I O=O W )0 O z -J cOz owW°0W 2 g3 <�zrcc 0 m2 LEGEND SWALE PROPERTY LINE EASEMENT EXISTING CONTOUR PROPOSED CONTOUR 2' CONCRETE TRICK_E PAN DETAIL L< ° 4' PARKING LOT CONCRETE PAN DE -AIL 30' RCP INLET DETAIL TRACT D WELD COUNTY BUSINESS PARK PUD, 1ST AMENDMENT (PUD2019-0020) Weld County Business Park Part of Tract D 1399 N 17th Ave, Greeley, Colorado 10' TIIIT ND'DRAIN,ASS.. , V ,. ASEMENT "GO $21'58X7 20' UTILITY AND DRAINAGE EASEMENT REC. # 2158271 20' UTILITY AND DRAINAGE EASEMENT REC // 2'58211 sescol \ be" EXISTING ACCESS AND � REP CULVERT TO REMAIN wPF•si55 EXISTING ACCESS AND CMP CULVERT TO REMAIN 10' X 15' X 1 9" D50 TYPE "L" RIP RAP PRIVATE DRIVE OWNED AND MAINTAINED BY WELD COUNTY PROPOSED NEW.. FLEE- SERVICES 819 -DING 4' CONC PAN 5554: NEW ACCESS POINT"' 18" RCP W/ FLARED. END SFCTIONS INV IN =4656.63 INV OUT =4655.58 L=112' SLOPE =0.94% 30' X 62' X 1RE- 9" D50 TYPE "L" RIP RAP 50' WIDE EMERGENCY OVERFLOW ELEV - 4657.5 EXISTING C GUTTER AND NOTE: ALL NON HATCHED AREAS ARE GRAVEL SURFACES -HAT WILL REMAIN GRAVE. PROPLR'Y _IN 5.v k geexes. BE REMOVED se b wsz° g e ssc �.. 30" RCP INLET �iw nesnrt - 9 REF NFTAII mfr n _\_ SHFFT C3 EVENT UNLESS SURFACE .ELEV .r 4657. Sa48 W x 9551.55 satge 30" RCP W/ FLA ENO SECTION V IN =4656 77 iNV OUT =4656.38 L=90' SLOPE =0.4% 45,9 4'X8' X 18" 9" 050 TYPE "L" RIP RAP 10' THROAT AT SEC C -C °Ass ea ENTRANCE IV X 15 X 18" w wssazl, 9" D50 TYPE "L" RIP RAP TOP OF BERM '245'^RCP W/ FLARED ELEV = 4659 END SECTIONS INV IN =4656.36 INV OUT =4656.0 5555.51 L=75' SLOPE =0.5% 4' X A X 18' 9" 050 TYPE "L" RIP RAP CP N2 GRADING PLAN SCALE 1' - 50' 659 17 REMOVE AND REPLACE HATCHED AREA OF CONCRETE TO ALLOW FOR PLACEMENT OF CONCRETE PAN \�,1h,°44�assT 95 0' UTILITY AND DRAINAGE 59tASEMENT REC # 2158271 59 :ado 50 lc0 = 5a ITm_ Construction must be in accordance with applicable Ely of Greeley Construction Standards "ne City's acceptance allows for plan dlstr.bulion 0rIC permit application. Tne City's ceptonce shall not relieve the design engineer's responsibility for errors. om:ssion s, or design deficiencies Ion whim the City is held harmless Accepted by -1�ScnG Engineering Developr� and Civil Inspections RTI %eats Review Date onager EJW MENNTE- Mr=I C3 y�l EXISTING FIRE HYDRANT • 0 LLTILIT 1. i� ND DRAINAGE E%ISTNG FIRE ASEMENT HypRANT 'EC H 2158271_ mad( t PROPOSED' 3 S .3. 'DOWNSTRE ... OF idllARY • • • - • 22E'SPAGES' 2',ADA_,SPAGES• 20' UTILITY 44� AND DRAINAT.IE� EASEMENT REC # 2'582'.1, EXISTING e" DUCTILE IRON • WATER MAIN INSTALLED IN 187 20' UTIL,TY AND DRAINAGE EASEMENT NEC N 2158271 •a.00'lnl _,u EXISTNG'SEW'BR'MkY['• ::tst_ RIM ELEV 466069 _ FL EEV = 4647.99 ` EXISTING ACCESS AND CMP CULVERT TO REMAIN EXISTING SEWER MH RIM ELEV 4660.43 FL ELEV = 4647.63 EXISTING ACCESS AN CMP CULVERT TO REMAIN EXISTING 36" PVC SEWER MAIN INSTALLED IN 2007 PRIVATE DRIVE OWNED AND MAINTAINED BY WELD COUNTY NO 'E ALL CULVER IS TO BE CLEANED AT END OF PROJECT NOTE: An A.S.S.E. approved backftow prevention assembly is required on each domestic water service line (water service, dedicated fire line, Irrigation service) Immediately after it enters the building. Installation of a backftow prevention assembly is required by Federal and State Health regulations. The backflow prevention assembly shall be a reduced pressure zone (RPZ) device and shall be located near a floor drain. This assembly must be tested by a certified tester upon installation and thereafter on an annual basis to comply with City Code and State Health Department regulations. Appropriate backflow prevention assemblies are required on the applicable uses including the domestic water service, fire sprinkler system, and landscape irrigation system and all backflow test reports will need to be provided to the Water and Sewer Department upon installation and thereafter on an annual basis. PROPOSED 6' SEWER M RIM ELEV 4660.43 FL ELEV (5) = 4647 30 FL ELEV (E) =4650.50 PROPOSED ACCESS POINT 18" RCP W/ FLARED END SECTIONS INV IN =4656.63 INV OUT =4655.58 _ L=112• SLOPE =0.94% MAINTAIN 10' SEPARAION FROM S EXISTING SEWER MH RIM ELEV 4655.28 Ft ELEV = 4647.13 (SEE NOTE 1 - THIS SHEET) 30" CMP W/ FEARED END SECTION INV IN =4655.41 INV OUT = 4655.24 L=42' SLOPE =0.4% EA -5'1N WATER'M 11 f 4• CONCRETE PAN SEE DETAIL SHEET 03 EXISTING ELECTRICAL SERVICE PROPOSED NEW., I LEFT SERVI,OE`S BUILDING/. TRACT D WELD COUNTY BUSINESS PARK PUD, 1ST AMENDMENT (PUD2019-0020) Weld County Business Park Part of Tract D 1399 N 17th Ave, Greeley, Colorado 621 L.F. 3" HOPE EX'STINC Cr WATER LINE GUTTER AND NOTE, ALL NON HATCHED AREAS ARE GRAVEL SURFACES 'OAT WILL REMAIN GRAVEL PROPERTY LIN fi TO BE REMOVED ENCLOSURE CONCRETE' ' TRICKLE VON.. SEA DETAIL • SEEEI'C3,''' •q DETENTION POND n.. CUTLET SE OETAL ' . j CP #2 18 SPACES 1 ADA SPAC DESENTTON POND NATIVE • • GRASSES 24" RCP W/ FLARED END SECTIONS WV IN =4656.38 MV OU- =4656.0 =/5' SLOPE =0 5% < _EXISTING PVC WATER WATER MAIN • QJSTALLED IN 2010 S'A 3+08 PROPOSED 4'SEWER R M ELFV 4660.42 FI E V -1,40A118 CONCRETE RUN DOWN 216 L.F. NEW CURB AND GUTTER SEE DE 'AIL SHEET Cl UTILITY PLAN SCALE r = 50' LEGEND, GAS LINE SEWER LINE WATER LINE El ECTRICAL PROPERTY LINE W XISTING I" HATER TAP 'REMOVE AND REPLACE HATCHED AREA OF CONCRETE TO ALLOW FOR PLACEMENT OF CONCRETE PAN EXISTING 8" PVC SEWER MAIN .NSTALLED IN 1988 EXISTING 1" WATER TAP TO' UTILITY 01(D DRAINA EASEMENT REC A 2158271 24 SPACES 2 ADA SPACES 60 UTItIY NOTES, I. REPLACE EXISTING MANHOLE COVER WITH A S000, BOLT DOWN COVER WITH AN INTEGRAL 0 —RING CASKET. INSTALL 24" CONCRETE COLLAR. ADJUST MANHOLE RIM ELEVATION AS NEEDED. Construction must be in accordance with applicable City of Greeley Construction Standards. The City's acceptance allows for plan dIstrIbulian and permit application. The City's acceptance shall not relieve the design engineer's responsibility for errors, omissions, or design deficiencies for which the City Is held harmless. Accepted by. Engineering atop nl Review Date and Civil Inspections Manager 5n h8 gRa O Z o no_ wtp 0 d N G CO _ CC HO ai-ZW Z H W W WS I - W a CO CC c Q ZJULLI rJ 09 8 Ed if 2 EJW 5/142020 C4 STORMWA TER ADMINISTRATOR STERLING GEESAMAN 970-304-65,31 PHONE # Maintenance ' Inspection Notes: I. Routine preventative maintenance and inspections will be performed bi-weekly as well as utter any precipitation or mmverelt event. Al the time of inspection, the erasion control measures and all construction equipment located on -site will be inspected for leaks, spills, or damage and the site will be reviewed far unexpected soil erosion or sedimentation runoff. 2. All necessary maintenance and repair activities will be completed immediately after discovering a deficiency in the system. Accumulated sediment and debris will be removed weekly from the erosion control,,. -.- systems, or at any time sediment or dehris adversely impacts the ,-__,, functionality of the system. 3. Storm drain inlet protection, strew wattles, and silt fence muss he inspected as pert of the regular inspections and repaired when necessary. Accumulated sediment shall be removed and properly disposed of. 4. The vehicle necking control pad shall be maintained daily. Stone shall be added and repairs performed when mquired.cot emeter will he required to sweeper vacuum any visible sediment that is tracked onto City streets. 5. Contractor will he required to sweep or vacuum any visible sediment thee is tracked onto City streets. 6. Inspection of ell erosion and sediment control BMP's shall be required at the end of each day's work, with necessary maintenance and repairs provided immediately. 7. Storm drain inlets shall be protected from the entry of sediment -laden water until final stabilization is complete. S. Inspection of all crosier, and sediment control AMP's shall be required at the end (death days work, with necessary maintenance and repairs provided immediately. 9. Stamm drain inlets shall be protected from the entry of sediment laden water until final smh Inchon is complete. 51 •UTILIT - ND. DRAINAGE ASEMEET EG.#.0158271 20' U'ILI TY AND DRAINAGE EASEMEN' REC N 215827,1 211' Dill ITV AND DRAINAGE EASEMENT REC B 2156271 an \. Nour ss wAs EXISTING ACCESS AND • CMP CULVERT TO '! • .• REMAIN This Erosion & Sediment Control Plan has been submitted to the City of Greeley in fulfillment of the City Criteria. Additional erosion and sediment control measurer may be needed if unforeseen problems aeon- or if the submitted plan does ear /suction as intended The requirements of this plan shall rum with the land and be the obligation of the landowner until such time as the plum is properly completed. ,ecvlfed. or voided. Note This Erosion & Sediment Control Plan in and of itself does not frdfll the requirements of the Colorado Department of Public Health: Stormrraler Construction Permit fin Siarnnroter Management Pion (WWI., jLi AcceptelB'4.',y,nu-- Landownm' Date Accepted By: . ,(ysl Profecsinn Engineer o G,z>e Dare NOTE: EROSION CONTROL MEASURES SHA,.L REMAIN IN PLACE UNTIL SITE HAS ACHIEVED FINAL STABIJZATION EXISTING ACCESS AND CMP CULVERT TO REMAIN 10' X 15' X t 9" 050 TYPE "L" RIP RAP // PRIVATE DRIVE OWNED J AND MAINTAINED BY WELD COUNTY Exoaoseo si $ ar EMAm N6 LONGER m4N sirs Nino. RE ROUGHENED CONSTRUCT VEHICLE `RACKING ea TROL n w/ R' nE Fong FREE SOF MUD�Mioa'nee DEBRIS r AFFFIC THROUGH -.TRACKLNG DURING CONSINUCIILIN NOT, NO SLOPES OVER A:1 TRACT D WELD COUNTY BUSINESS PARK PUD, 1ST AMENDMENT (PUD2019-0020) D -------------- PROPOSED NEW FLEET SERVICES - BUIL DING 4' CONC P NEW ACCESS POINT 18" RCP W/ FLARED END SECTIONS INV IN =4656.63 INV OUT =4655.58 SLOPE =0 94% 30'X62' X18..- 9" 050 TYPE "L" RIP RAP 50' WIDE EMERGENCY - OVERFLOW ELEV = 4657.5 Weld County Business Park Part of Tract 1399 N 17th Ave, Greeley Colorado 110°C' ALL NON HATCHED Al* AS ARE GRAVEL SURFACES "HAT MI, REMAIN GRAVE, PROPERTY E -N '0 BE REMOVED 30" RCP SHEET C3 4 EVENT IYAPcR SURFACE fr:Ey = 4657. RIP RAP`: CONCRETEi i TRICKLE PA 30" RCP W/ •"dy END SECTION INV IN =4656,77 INV OUT =4656.38 L=90' SLOPE =0.4%. 10 X 15' X 18" 9" D50 TYPE "L" RIP RAP TOP OF BERM 24" RCP W/ F..ARED ELEV — 4659 END SECTIONS INV IN =4656 38 INV OUT =4656.0 L-75' SLOPE =0.5% 4'X8' X 18" 9" 050 TYPE "L" RIP RAP CP h2 EROSION AND SEDIMENT CONTROL PLAN SCALE 1' — 50' 4'X8' X 18" — 9" 050 TYPE "L" RIP RAP 10' THROAT AT SEC C —C ENTRANCE Construction must be in accordance with applicable City of Greeley Construction Standards. The City's acceptance allows for plan distribution and permit application. The City's ceplonce shell not relieve the design engineers responsibility for errors, m ions, or design deficiencies for which the City is held harmless. Accepted by t R Engineering Develop rt Review end Civil Inspections Manager REMOVE AND REPLACE HATCHED AREA OF CONCRETE TO ALLOW FOR Pt ACEMENI OF CONCRETE PAN iE CGNCREIL 6AA OF TIE IN TO NEW 0' UTILITY ‘ND DRAINAGE EASEMENT REC # 2158271 0 50'o ts0 Date KFY TITLE SF SILT FENCE CD EXTENT OF DISTURBANCE V�T VEHICLE TRACKING PAD CW CONCRETE WASHOUT AREA O INLET PROTECTION SYMBOL/ LINEWORK SF La°a°S°v°vad g Et l !!.:: z r 0CLC0pYOw¢} F Z W O W W rn W < (- Z 0 CC ~ LU 03 NC EJW 5/6/2020 met C5 a)1_,/,e• Bn ,wa0 canOE, ( µoettootE PLnF ;, ea',.1,1116,9 OUTLET BOX ELEV sal %Ma, 411L/11, 14ALEZ iw��"'�r?reEl .IFLPUS OUTLET BOX PLAN VIEW 4665 4660 4655 4650 4645 4640 DETENTION POND OUTLET DETAIL SWALE SEC A -A CHANNEL SLOPE - 0.6% 5L PROPOSED G EXISTIRG GROUND ADE ._...__ice. PPOSED 24" INCH INROV=465630 ST PROPOSED 30" RCP V=4656,57 SANITARY SEWER SERVICE PROFILE I " = 30' HORIZONTALLY I " = 3' VERTICALLY ��es nC I s SWALE SEC B —B MIN CHANNEL SLOPE = 5.50 4665 4660 L SEC B -B lEre Nth ls24 0 6P n%UVe554$ PARKING LOT CONCRLIL PAN DETAIL • 4655 T.7,1 HIGH WA-1R S Ri m OVCRIIOW uT IRO,' S ORM wgW. AR Ovpe IOW 5P° ` Lr rv�M M . I Rannu '- `Rr: I. uM n CNN=S5 NOTE: - #5 eAR9 \�(-=FF MOIL) -FRENCH FOR R OUTLET STRUCTURE USING NANVE DROU. AS FORM wORK. CONSTRUCT WEIR B. MINIMUM TEMPEREARIREPSINEELO ANO CONCRETRIMMEOIAIELY e FORM TOP a". SECTION A — A CONCRETE WEIR OVERFLOW STRUCTURE OUTLET AND SPILLWAY DETAILS PROPOSED TOP OF BERM 4659 GCE ans COIONBOr 1-800-922-1987 Wrirolgotir OUTLET AND SPILLWAY DETAILS PAIL MARCH 2007 SCALE N.T.S. iSi�A µF�A6 w� o� Ta ,FL" Fn.MFi TRASH RACK PLAN VIEW s. SWALE SEC C -C MIN CHANNEL SLOPE = 209 Construction must be in accordance with applicable City of Greeley Construction Standards. The City's acceptance allows for pion distribution and permit application. The Cilys occeptonse Algae not relieve the designengineer's responsibility for errors, mion s, or design deficiencies for which the City is held harmless. Accepted by.S/�/•��J__ Engineering evelo' pm6rft Review and Civil Inspections Manager Dote O ZO D Idl 0 D C < OD O CDS WITO Q 0 -Z1 W LUOUJ OZOW -EC ~ m w EJW 5/6%"2020 See Plan C6 RING AND CO �sl FLOW LIN ocAso ECCENTRIC 0 RR EL SECTION(S) IAN DEPTH OPER IS. �l ,T P !,t•�� ENLu NOT I. REFERENCE CITY OE MINIIMUM MAN OLE ,(D)AN RIaL/N S,ALLATON TIE SA. SHALL HAVE ALL MANHOLE SECTION CONSTRUCTION 72" SANITARY SEWER MANHOLE tsa. a ,o,AL NaaN„ NOTES: :on 7s SEMI CONSTRUCTION MINIMUM MANHOLE rtR ED) AN IITCTCIVEMALLA"' SPECI Greeley STANDARD SANITARY SEWER MANHOLE DETAIL N0. 55-1 OATS: JANUARY. 2000 SCALE N.T S. SCALE; N.T.S. TRENCH PATCH FOR ASPHALT PAVEMENT TRENCH PATCH FOR CONCRETE PAVEMENT Iail—_.IIP MAP. « _ 'INTTPT`_Err ;Aoa > n - . ti,T, I—tL T IL=1 --T OVEorc4 PPEan �n00EDN Aligk) 111., (II 'I.. �i�RANSON DOWELS V' 9a. 0.0. GREASE l_ - - 'T Ix,o Ea�,ND aolNr - ; wows xAliwGT t R. w.r oN BLOM! EON, �FIII T t=7.6"Vf.°M cNIFinaR AR,rRIAI =ALTDEPTH) _ xI °usmlAL T ' NUSE 11.2 ITINIS CF MONO SHOWY IF NOT SPEW.- OTES: ,. LE MINT, 5PHN� 5II °r 416,,, pEaIavp.. BS LSCC ,C PATCH APPOSEBAND seAu BEY THE EGRADE s Ce ec e. CONCRETE EVTx APPI� VEVS x r,A II,VITTIMSE snovm Aing °P M VIV a F��D� 1Nnu c vEM,T TnIIXxOss, wnICHETSR Is cREA,E�. ° ' AL asexAL PAT°Cn 9AT TRepnR nl?OLlariiv Il uoiNi°ou OOP TOE O. MINIMUM SSE Or PATCH SHALL BE AT 9 3'. reel a`+�' EXISTING STREET PAVEMENT PATCH DETAIL FOR ASPHALT & CONCRETE DETAIL NO. 5-31 DATE: JANUARY. 2007 SCALE N.T.S. NOTES: b..,PLACE47 277 „0,BELAR ON EBSTTIC YAM. SOON EAST OF DETENTION POND 72" MANHOLE CONCRETE RING DETAIL SCALE: N.T.s. Or u heu:it a x.NnLe w.ntcnw� Wi aDo s R the CGNNLCIION STANDART SADDLE CONNECTION NC TES_ 0 90 PC 0 SANITARY SEWER SERVICE CONNECTION DETAIL 55-4 SCALE N.T.s. NOTES' 2. SCAR DEPNENYs N0020NiAIL,IY SNALP MLOK AE WArat NAN,comMeAtlCC s,oP. SERAPE 3. SHOULD ANY SITUATION ARISE OVER nmN SHOWN CONCERN. 1HE D°EP, OR DesTRUCTON OF TIE METER PIT OR STOP DOH. CALL (9,0) 3sO-9sIT AND 4. o °sEW[IRNsrnxoARD PRAWN. NW coxsmucnes sPEgEICATONS FOR MET, reeley POTABLE WATER SERVICE LINE, STOP BOX AND OUTSIDE METER INSTALLATION DETAIL ND. W-9 DATE: JANUARY, 2008 SCALE: N.T.S. Construction must be in accordance with applicable City of Greeley Construction Standards. The City's acceptance allows for plan distribution and permit application. The City's acceptance shall not relieve the design engineer's responsibility for errors. omissions, or design deficiencies for which the City is held harmless. Accepted by. /Dayte analCivil Develti t Review Date antl Civil Inspections Manager 8 a §S • 5 O zro z o CD w Ccsj N Q G7 CL °I° Q E- w ww�w EP, amdz 0 ~D Ill DO • _ w gal; eta o • 5le�OID 5(8020 n.ts ONE EACH ADE) TRACER AIRE WAIN GRAVEL TO SE PLACED A RRaaIRAR ONE - Rlf CONNECT. EE:aDAa,U1aIRFa4 as wCTAZ:'wM OF NM. ON VALVE DON 0 (c AD TI.51 BLOCK TROTS: DEPT gar s' -e mau nrvIVIED ALL 1PRONDE AND POURR.LP ACCF)A SEMEN Ft EVATION VIEW VAELSFIT- TRACER WIRE INSTAL I ATION PI AN VIEW l.oc IZ COVER JEST STATION DETAIL rs;elfv FIRE HYDRANT ASSEMBLY WITH TRACER WIRE INSTALLATION DETAIL NO. W-1 DATE: JANUARY, 2000 SCALE: N.T.S. Note a fire hydrant is not required for this project. This detail is included for the tracer wire installation detailing and instructions. H'OUCTrP.0FFaivaiS 2'—.— CLASSIFICATION AND DRADATION OF ORDINARY ',WRAP AP BETA) GRADATION FORAGRANIULAR BEDDING qarar AWLS rat I COOT .L 1 al out nee 0-3 THICRNEss REL0AR NEXi5 mill, GRANULAR MONO yam- AIA H UaN• A Ial „r ilrAtieVEW FAr,DANAr AA pow o. wo-r Rm.mw ny wR Pew FLOW PII IFR FABRIC PIADPMCNP AND LAP DETAIL. a. RIPRAP INSTALLATION Construction must be In accordance with applicable City of Greeley Construction Standards. The City's acceptance allows for plan distribution and permit application. The City's acceptance shall not relieve the design engineers responsibility for errors, omissions, or design deficiencies for which the City Is held harmless. Accepted ngineering evel ent Review Dote and Civil Inspections Manager O LL CO o • o>OCO X W CI O ank} • Z ClWW°W 2 o°D • 2 EJW 5/6%220 Rte. PART C8 41 -4" NOTE SINGLE MOTOR GROVE CMU-GRAY TO MATCH EXISTING FLEET SERVICES BUILDING 8 FLUTED SPLIT FACE CMU-GRAY TO MATCH EXISTING FLEET SERVICES BUILDING 8 FLUTED SPLIT FACE C U SMOOTH FACE CMU 8 FLUTED SPLIT FACE CMU .,...GS.L'A'Livs"." A. 7 . CEEEAV AITrM :1.1..t.511 SMOOTH FL FACE CMU SPLIT FARCE CMU SMOOTH FACE CMU SINGLE MOTOR GROVE CMU 8 FLUTED SPLIT FACE CMU CLOSE SURFACE AREA 550 50. FT. 320 SQ. FF. 870 50. FT. i _ 8 FLUTED SPLIT FACE CMU SMOOTH FACE CMU WALL SITS BACK 78'-0" SOUTHWEST ELEVATION SCALE: 1/8"=1'-0" i SINGLE MOTOR GROVE CMU 8 FLUTED SPLIT FACE CMU FAR SURFACE AREA 436 SO. FT. 432 SQ. FT. 868 SO. FT. SINGLE MOTOR GROVE CMU B FLUTED SPLIT FACE CMU TOTAL SURFACE AREA 986 SQ. FT. 752 50. FT. 1738 SQ. FT. 57% 43% 100% U SINGLE MOTOR GROVE CMU 1504 SQ. FT. 67% 8 FLUTED SPLIT FACE CMU SMOOTH FACE CMU ALL SET BACK 4 SMOOTH FACE �CMTU [�FI] 5PLIIDFACE CMU SMOOTH FACE CMU NORTHWEST ELEVATION SLALL: 1/8 =1 -0- SINGLE MOTOR GROVE CMU 1238 SQ. FT. 31% 8 FLUTED SPLIT FACE CMU 1547 SQ. FT. 38% DOORS 1269 50. FT. 31% TOTAL SURFACE AREA 4054 50. FT. 100% SMOOTH FACE CMU 8 FLUTED SPLIT FACE CMU SMOOTH FACE CMU 8 FLUTED SPLIT FACE CMU TOTAL SURFACE AREA 736 SO. FT. 2240 SQ. FT. 33% 100% NORTHEAST ELEVATION SCALE: 1/8'=1'-0" CONSTRUCTION MUST BE IN ACCORDANCE WITH APPLICABLE OFIV OF GREELEY CONSTRUCTION STANDARDS. THE CITY ACCEPTANCE ALLOWS FOR PLAN DISTRIBUTION AND PERMIT APPUCATION. THE CITY'S ACCEPTANCE SHALL NOT RELIEVE THE DESIGN ENGINEER'S RESPONSIBILITY FOR ERRORS, OMISSIONS, OR DESIGN DEFICIENC S FRO WITH THE CITY IS HELD HARMLESS. ' x' 6 ACCEPTED BY: COMMUNITY DEVELOPMENT DIRECTOR DATE u i 8 Mom SOFT. k SIONATIRE BLOC aq 8 0SS EXTERIOR ELEVATIONS WELD COUNTY HOUSEHOLD HAZARD WASTE 8 FLUTED SPLIT FACE CMU SMOOTH FACE CMU SMOOTH FACE CMU 8 FLUTED SPLIT FACE CMU FIBISPEIMMIP WELD COUNTY MOTOR SERVICE CENTER FLUTED SPITE FACE CMU WALL SET BACK 1'-4" SMOOTH FACE CMU WALL SITS BACK 40'-0" _i WALL SITS BACK 41'-4" SOUTHEAST ELEVATION SCALE: 1/8"=1'-0" SINGLE MOTOR GROVE CMU 494 SO. FT. B FLUTED SPUT FACE CMU 698 SQ. FT. DOORS 375 SQ. FT. FAR SURFACE AREA 1566 5O. FT. 8 FLUTED SPUT FACE CMU SMOOTH FACE CMU WELD COUNTY MOTOR SERVICE CENTER SMOOTH FACE CMU SPLIT FACE CMU SMOOTH FACE CMU SINGLE MOTOR GROVE CMU 698 SQ. FT. 8 FLUTED SPLIT FACE CMU 875 5Q. FT. COORS 914 5Q. FT. CLOSE SURFACE AREA 2487 SO. FT. SINGLE MOTOR GROVE CMU 1192 5Q. FT. 30% B FLUTED SPLIT FACE CMU 1573 5Q. FT. 39% DOORS 1289 SQ. FT. 31% TOTAL SURFACE AREA 4054 SO. FT. 100% SLIITUTED FACE PLCMU SMOOTH FACE CMU CONSTRUCTION MUST BE IN ACCORDANCE WITH APPLICABLE CITY OF GREELEY CONSTRUCTION STANDARDS, THE CITY ACCEPTANCE ALLOWS FOR PLAN DISTRIBUTION AND PERMIT APPLICATION. THE CITY'S ACCEPTANCE SHALL NOT RELIEVE THE DESIGN ENGINEER'S RESPONSIBILITY FOR ERRORS, OMISSIONS, OR DESIGN DEFI NCI S FRO WITH THE CITY IS HELD HARMLESS. ACCEPTED BY COMMUNITY DEVELOPMENT DIRECTOR DATE B B tl R EXTERIOR ELEVATIONS l CONCR TURN EDGE TRASH ENCLOSURE PLAN crAl L M,0%Ij4 ANCHOR TO CONC. SIIB A/ HILT OHIO BOLT 1 ANCHOR O 18. O.C. OR APPROVED EAN_ 1117.) B" 4 5'-71" 6• CONC. FLOOR r 5-7;" I,vc4 wTC, NC SAFELY I� 4 EAST (GATE) ELEVATION Scut ,/2"-1'-O" 0 ILI WI, IIIMJ II 1,l_ • t 1W 1 r I. E WI.I I I -1441-4- LL _____ ___. TO CMATCH BUILDINGnu STAVED CMUWEST ELEVATION 8 RULE SPUTA FACE CMU TO MATCH BUILDING SMOOTH FACE CMU TO MATCH BUILDING B FLUTE OPIATE FACE GNU TO MATCH BUILDING L NORTH ELEVATION SCALE 1/2"=1'-0" 13- WIDE K 4- HIGH CMU GP BLOCH t — a FLUTE SAME FACE CMU TO MATCH BUILDING SMOOTH FACE CMU TO WM BUILDING Y RITE ENDS FACE CMU TO MATCH BUILDING IS" WIDE B C 1551 COO CUP BLOCK B FLUTE SPUIE FACE CMU TO MATCH BUILDING SMOOTH FACE CMU TO MATCH BUILDING 8 FLUTE SAUTE FACE COU TO MATCH BUILDING SCALE ,/2"=,•-D" CMUWICAP BLOCKIGH CONSTRUCTION MUST BE IN ACCORDANCE WITH APPLICABLE CITY OF GREELEY CONSTRUCTION STANDARDS. THE CITY ACCEPTANCE ALLOWS FOR PLAN DISTRIBUTION AND PERMIT APPLICATION. THE CRY'S ACCEPTANCE SHALL NOT RELIEVE THE DESIGN ENGINEER'S RESPONSIBILITY FOR ERRORS. OMISSIONS, OR DESIGN DEFICIENCIES FRO WITH THE CRY IS HELD HARMLESS. ACCEPTED BY. 11 COMMUNITY DEVELOPMENT DIRECTOR DA H N F N e 0 NOT USED SCALE 1/2" - MMIG TOP OF MIME B" DLL z 3/0" TICS SIM PPE DOLUTG, PANT TU. ASPHALT PRANG ADDED SET TIE ME CONCRETE PIPE BOLLARD DETAIL (4 THUS) SCALE: i/2" - I'-0. CONTRACTOR OPTION: CONTRACTOR MAY ATTACH 1 1/2" METAL DECK DIRECTLY TO 2"x2" TUBE FRAME. DELETE METAL STRAPS AND AND 2"22" TUBE TO FRAME SHOWN 1 12" METH. DECKING F ED BTH POP FRETS 2M2" TUBE STEEL C DTA , 3/5" DIN STEEL PPE MAO. TML MIN CONCRETE 1 5/0" Yr10E x 3 5/0" HIGH B LLED CMU CAP W/ (1) No NB eB LOO. 0' CMU-I 1/2' EXP. JOINT L 4,441/4 ANCHOR TO CON SLAB w/ HILT) MAIK BOLT II ANCHOR O 10" 0.0, OR APPROVED EQUAL (TYP.) • 0" CON%. FLOOR EACH�Y10"O.C (4) NO. S', CONT. No. 5', o TO O.C. No. 5's DOWELS Co 32" O.C. 9 TRASH ENCLOSURE WALL SECTION STD CMU GROUT CELLS FULL SCALE 1" - 1'-0" 0 GATE SECTION GATE CONSTRUCTION NOTES: CMU CORNER UNITS GROUTED SCUD. MATERIAL UST 1/2" CANE BOLT, 1B' LOAD METER WITH 6" RETURN STAINLESS STEEL WASP THAT ACCEPTS PADLOCK THE ROTATES 90 DEGREES. SKU 658073 4" LONG x 1 3/8" WIDE, WITH 1 3/8" PROJECTION BOLT DIRECTLY TO 2"x2" TUBE FRAME. SES CASTERS SERIES R61 CRU 1024RXOX.PIXR5RX POLYURETHANE WHEELS HINGE: HARDWARE SOURCE GORILLA 907018 7" "BOLT -ON" HINGE GORILLA 907018 GRADE 5 OR BEUtA 1/2" DIAMETER BOLTS, CONTRACTOR OPTION: CONTRACTOR MAY ATTACH 1 1/2" METAL DECK DIRECTLY TO 2"x2" TUBE FRAME. DELETE METAL STRAPS AND AND 2"X2" TUBE TO FRAME SHOWN SCALE: I" -I'-0" CONSTRUCTION MUST BE IN ACCORDANCE WITH APPUCABLE CITY OF GREELEY CONSTRUCTION STANDARDS. THE CITY ACCEPTANCE ALLOWS FOR PLAN DISTRIBUTION AND PERMIT APPUCATION. THE CITY'S ACCEPTANCE SHALL NOT RELIEVE THE DESIGN ENGINEER'S RESPONSIBILITY FOR ERRORS, OMISSIONS, OR DESIGN DEFICIENCIES FRO WITH THE CITY IS HELD HARMLESS. ACCEPTED BY: � --� }�rf COMMUNTIY DEVELOPMENT DIRECTOR 'DATE R ZS 0crE uo U Q ao Hgig 3 Hello