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HomeMy WebLinkAbout11300 W. 44th Avenue (Prospect Park)PROSPECT PARK PHASE 2 IMPROVEMENTS SHEET INDEX SURVEY sesse I. Zolia ateepillameyes lost 1a Myo hi codes vn„I,e nM-9on APPROVED BAD JnNt,2021 mNMEN S APpmNed with mntlilions An Heat Bed Alva a,,, Elose, w, eta, ,mar Slow, 26501 e(u, mrvog at 0.wwpmm Cede norragerepe constrectran ,m::,a�.a �•toAve COMPLIANCEPreactran Co.] G1.0 LI .1 OVERALL SITE SURVEY PLAN CIVIL EXISTING CONDITIONS & DEMOLITION PLAN COX EXISTING CONDITIONS & DEMOLITION PLAN sesse I. Zolia ateepillameyes lost 1a Myo hi codes vn„I,e nM-9on APPROVED BAD JnNt,2021 mNMEN S APpmNed with mntlilions An Heat Bed Alva a,,, Elose, w, eta, ,mar Slow, 26501 e(u, mrvog at 0.wwpmm Cede norragerepe constrectran ,m::,a�.a �•toAve COMPLIANCEPreactran Co.] GENERAL NOTES LI .1 CQ2 LEGEND AND ABBREVIATIONS PICKLEBALL AREA ENLARGEMENT C0.3 EXISTING CONDITIONS & DEMOLITION PLAN COX EXISTING CONDITIONS & DEMOLITION PLAN COS EXISTING CONDITIONS & DEMOLITION PLAN Ce .0 INITIAL EROSION CONTROL PLAN SOUTH PLANTING PLAN ENLARGEMENT Ce .1 INTERIM EROSION CONTROL PLAN L3.1 Ce .2 FINAL EROSION CONTROL PLAN SITE DETAILS Ce .3 EROSION CONTROL DETAILS L3.4 Ce .4 EROSION CONTROL DETAILS SHELTER DETAILS Ce .5 EROSION CONTROL DETAILS L3.7 CID OVERALL SITE PLAN SITE DETAILS C1.1 GRADING AND DRAINAGE PLAN y Cl .2 GRADING AND DRAINAGE PLAN CIA GRADING AND DRAINAGE PLAN C1.4 STORM PLAN AND PROFILE COD GRADING AND DRAINAGE DETAILS CDI.I GRADING AND DRAINAGE DETAILS CDL.2 GRADING AND DRAINAGE DETAILS C2.0 UTILITY PLAN C2.1 UTILITY PLAN C3.0 HORIZONTAL CONTROL PLAN C3.1 HORIZONTAL CONTROL PLAN CD3.0 SITE DETAILS CD3.1 SITE DETAILS CD3.2 SITE DETAILS There drawings werere Newel er the applicable laws 'n effect atthe time of submittal Reasonable effort war occurred In AetlJng Or code compliance The stamping of Mase documents shall net be construed to be a permit Or, or ane approval of any Nel3 nef stare andmr local codas, ordinances or mene ants thereto HanRerewer MThelsen Cate 0710612021 a,mdcO'w,to's resbov'h1, 6e Weal apmp,tlytires °"dee"'"e'mt mep,o'm"°"e° mer '"°ph, mid ure cbri,beffe AT RIDGE PARKS abnemnm forCreema„weremhena °"ANE:RECREATION etel�mn,�m reedle 4005 Kipling St. INheat Ridge, CO 80033 Tel 303.231 .1308 KO Donnell@ci.wheatndg eco. us Contact: Karen O'Donnell SITE & L1.0 OVERALL SITE PLAN LI .1 PICKLEBALL AREA L1.2 PICKLEBALL AREA ENLARGEMENT L1 .3 NORTH LAKE AREA ENLARGEMENT L1.4 SOUTH PICNIC AREA ENLARGEMENT L1.5 TRAIL AND SOUTH ACCESS DRIVE ENLARGEMENT GO OVERALL PLANTING PLAN G.] PLANTING PLAN ENLARGEMENTS G.2 SOUTH PLANTING PLAN ENLARGEMENT L3.0 LANDSCAPE DETAILS L3.1 SITE DETAILS L32 SITE DETAILS L3.3 SITE DETAILS L3.4 SHELTER DETAILS L3.5 SHELTER DETAILS L3.6 SHELTER DETAILS L3.7 SHELTER DETAILS L3.8 SITE DETAILS IRRIGATION 11.0 OVERALL IRRIGATION PLAN 211 N. Public Road, Suite 200 1319 Spruce St. CONSULTANTS: LANDSCAPE ARCHITECT: 11.1 IRRIGATION PLAN - ENLARGEMENT - NORTH Small: edk@dclo.net 11.2 IRRIGATION PLAN - ENLARGEMENT - SOUTH Contact: Howard McHenry 11.3 IRRIGATION PLAN - ALT I- ENLARGEMENT -i/�� Drafted By: PAR AIR AM, AIR tlededBy: As CH NORTH 12.0 IRRIGATION DETAILS STRUCTURAL GENERAL NOTES so.] 52.1 SCHEDULES& TYPICAL DETAILS 9 ELECTRICAL ETD OVERALL SITE ELECTRICAL PLAN E20 SITE ELECTRICAL PLAN - NORTH E3.0 SITE ELECTRICAL PLAN -SOUTH E4.0 ELECTRICAL ONE LINE E5.0 ELECTRICAL NOTES AND SPECIFICATION ucoiyi I w, I -Io," LEAD CONSULTANT 211 N. Public Road, Suite 200 1319 Spruce St. CONSULTANTS: LANDSCAPE ARCHITECT: CIVIL ENGINEER: ucoiyi I w, I -Io," s 211 N. Public Road, Suite 200 1319 Spruce St. Lataye8e, CO 80026 Boulder, CO 80302 Tel 303.6645301 Tel 303.444.1951 Small: edk@dclo.net Small: hmchenry@Jvgvo.com Contact Erik Spring Contact: Howard McHenry 1 1300 W. 44TH AVE. W WHEAT RIDGE, 180033 80033 DESIGN BID SET CONSTRUCTION DOCUMENTS CEM April 16, 2021 4 1Place, �e Brass Armadillo s _,I_n_r.)Is Ani Mall m C. Em PROJECT 1 A ConaoI vtot LOCATION As s' �. .. -m. W Path Ave rat goer IE ` N VICINITY MAP NOT TO SCALE STRUCTURAL ENGINEER: 1319 Spruce St. Boulder, CO 80302 Tel 303.444.1951 Email: dpedemen@jvojvo.com Contact: Derek Pedersen ELECTRICAL ENGINEER: say Is 1 W4ah Ave s m m soso o W 4vom Ove w Paso Ave le W 45th Ave N s iom ror: Issued dSet 041621 Drafted By: PAR AIR AM, AIR tlededBy: As CH °s n _ y ELECTRICAL ENGINEER: say Is 1 W4ah Ave s m m soso o W 4vom Ove w Paso Ave le W 45th Ave N W 41st Ave a o ; W3Bth Pi u oil loom IF 16205 Wast 64th Avenue, Suite B3 Arvada, CO 80007 Tel 3032737297 Contact: Don Ackerman DAckerm on @oeiconsul ting.com; Helen Reschl, HReschl@oeiconsulting.com 5 Pennin9tar Elementary School w44mn. we £ R Wheal merge g R19r4atiern Center NORTH s iom ror: Issued dSet 041621 Drafted By: PAR AIR AM, AIR tlededBy: As CH to W 41st Ave a o ; W3Bth Pi u oil loom IF 16205 Wast 64th Avenue, Suite B3 Arvada, CO 80007 Tel 3032737297 Contact: Don Ackerman DAckerm on @oeiconsul ting.com; Helen Reschl, HReschl@oeiconsulting.com 5 Pennin9tar Elementary School w44mn. we £ R Wheal merge g R19r4atiern Center NORTH iom ror: Issued dSet 041621 Drafted By: PAR AIR AM, AIR tlededBy: As CH ALTA/NPS LAND TITLE SURVEY Y U PROSPECT PARK OF WHEAT RIDGE LOCATED IN THE WEST HALF OF SECTION 21, T3S, R69W of the 6th P.M., COUNTY OF JEFFERSON, STATE OF COLORADO LIGHT ME OSIS o eannas: „�„ S89* 59'19"E unury POLE (APPROXIMATE LOCATION) 455.63' 13p (AFPRO%InWTE LOCATION) The east -west centerline of the west one-half of Section 21, Township 3 South, Range „,,,:RgMq.Wey maa m9nNmenL EXGEPTWN �---D nela:Rymq-wey roan muwmenr. Mwre.row P..em,n,M l.n9•eN. No. a4 rmu„elow Peyem.nlnren9. „nn 69 West of the 6th P.M. being N 89'34'31" E, between monuments, shown hereon. - n— — n-- UTILITY n_ n— y,0y, UTILITY POLE WELCOME TO UTILITY POLE SI wiNAVE.IBwv=-. - POLE G 634ae /I I C0 n n NO.AlI KNO n sm .. 1 — Nq— S—IIVS 5—IIVS—Iry3 Bna n—n—M1—A— r Cl : TILPLE UTILRV ROLE Benchmark, U ------ 23699JOR3------------ U0 Yg� �... round', „aeemremrene gaNk `ePTauna �.« xe00 ° �i3R`: I nNa near Ona, vz-n.aMmnum raP M"na standard NGS flange encased steel rod 6b'^ped'M'S14112• xM°u EE BOUNDARY NJIL, O"F ,I,mMd-PLS-SO„'30WEI5O Benchmark "KK1457 (PID) - F 412 (designation)" g ,,neaH„,",d T (� xMaaT4r • en �N1. 'n,Nenan,�lnr"No., I BOUNDARY OTE-, FO located at intersection of Kipling Street and West 32nd Avenue at the northwest corner of ""'TINd ' I I ATCRED AR E XIP a r x,a} line m44MA�&IUe Crown Hill Park, NGVD 88 Orthometric Elevation = 5562.74' ISI SEEBOUNDAR �I x "" "D;,, to / NOTE Po I 5400 Y PINIMIN13K HATCHED AREA', D €Y I I LL 3 3 \ X,elI- ° J O O n NOTES: at I I COUN g X.m3 41 EE NOTE: 6 2 i7 Z m STORE N1a1ER�OD'MG IY LLC ,y--�,� Ef' 1. According to Colorado law, you must commence any legal action based upon any defect in P"'°°°°E°° ✓ �` a F"° ' `$ _ this survey within three years after you first discover such defect. In no event may any action IZ '` xN" ' ; - 00 00 SEE BOUNDARY NOTE: C Rnta l- h based upon any defect in this survey be commenced more than ten years from the date of x X,„I, .S 50°3000"E 255.91' 3 �� certification shown hereon. II '; xMn2, 1 x M• �'"„ u y l nw " , ,�. ro PIA%FCEP� �EDNNERB 2. This ALTA Survey Plat, and the information hereon, may not be used for any additional or GH1'PDLE XN\ --. 9''° extended purposes beyond that for which it was intended and may not be used by any Parties mN unuTYPOLE S89°43'21'E other than those to which it is certified. NO* 2T49'W �' _�\ XMv, BD A 600.2 407.90' 3. This Survey does not constitute a title search by Souder Miller & Associates to determine Ij= g LIGHT OA TRB 1-e UMLN,EXCEPTI°EASEMENT I o ownership or easements of record, right-of-way and title of record. First American Title order - x c, \ Xra,�NanO bulk M '°6A •�c. Anw IN no. 5509-2756770 dated October 28, 2016 (revised December 6, 2016) was relied on for these ; I I I N11Aeba •X•b lse I oD m c purposes. OSCS. RASH ENCLOSURE AREA K SO' 08'15"E EXCEPTION b > CHAIN UNKFENCING) XN2 \ X., ppp NG. 55 (� X6aa34 I ..4.11' SFEDESTRIANEASEMENT C . CITYOF wHFnTwME `+cFA\_ S89* 40'20"E "V FI 6� 7 Xwma ( Iozaz¢-Iwaa. -Ib 0. O 4. Subject property lies within "No Special Flood Hazard Area" and zone AE (and "Floodway [ P1N=N23192 �, 53.19' p �, o n § (E.A: P—G, CHNN MNK EXCEPTION Gn ♦ 7 Areas in said zone AE) per FIRM Rate Map No. 08059CO194F (Panel 194 of 675); dated a' ` FENDING NO.W m _ d N a E Y ,/ "� - LIGHT W D I ceniiwFA — DRAINAGE EASEMENT s O February 5, 2014. I %/ __ - - - Xs.m 3'OLE / WFKAIGIR — / N i+' O N N W e I 0/ 5. This survey does not address items 1-9, Schedule B -Section II exceptions in the title XMXb FFRc.e °° GHT P«E �` sr}I E N V € 06 commitment as shown in note 3. I �' \ A=69'31-215.00, I I P R 6IGEPATq TIOEOWNER9 >~ o „ 1D a) X N. 9. R=55.00' I I / AssxwrlOn �" 'O 'O �. N 6100- =.' 1 1 t L10156o e9212,1ae2 > \ PN3N4H48E .-1 C 4. O 2 IN IGHT ChB=S44'S3'55'E ' ,-1 °s Moi, - \ POLE \ I EXCEPTION 6. Utility location shown on this survey represent visible evidence, utility locate marks and pW UN, , -. I \ a BASEBALL l CNL=B,.Sa Na 56 > P BRRIG FIELD 4' IRRIGATION DITCH EASEMENT ♦ to ""' O additional data shown on provided drawings. All locations should be field verified prior to any f -' - - - -' - _.� k,, , ' t . �' MOOT f �Gic LIGHT new construction work. Note: collection sanitary lines from the stone house structure and the I `/ \ '° • �� Po !` I A a two separate restroom facilities are approximate locations based on information provided from ,2 % 3PMTRAIL K x "° I � oREBOAR C c o ? c PPAK610E PATIO HOMEOWNER6 / FENCING - \ °� N a A350CIATICN •� T the Fruitdale Sanitary District for the City of Wheat Ridge. EFFER9CNCWNTY / �\ I P N G39.213.,Le„ DTI °O M z / I 1DW2,r pp20 SPEED 'a�a4 N O P,N I n6, BUMP `� PIN X0425059 O ❑ N a, �- -- -- -- -- -- -- I I r xMn, `=I D, �, o U) HOMEgVNFA9 V X a5 b MTYJ PARKMOEM OHOMEgVNEttB C BOUNDARY NOTES: I I / i x.e I "ll D�9212„�,9T o J / / I CITY OF&NEAT RIME FI ry PlNa TTRI P1 MIS16e5 a — t % X12. LIGHT I�In in°I3iwi0 EXCEPTION S89° 59' 37"E A. Per Deed calls, there appears to be a 13.3 foot discrepancy between parcel C and parcel I ME ND5B 309.73' e' lli1LITY EASEMENT nlen rebae ant PI°elle M INlmtl I T// D-1 resulting in a 13.3 foot overlap in parcel coverage in this area. Monuments (as noted) I / I POMPANO � _------\ � � ----_ s'BTpea'P"°vnNo2065' r� at the northeast and southeast corners of parcel C were held. / / PDM I �an"AP.aIB) V / HOUSE \\ BASIS OF BEARING , I / I \ .'UGHV 'I 'rte fi°`- - \� - --�--' SL3 OF THE NWj OF SWT OF THE NWj OF I I i� « ��� /----- _/ �.� 11` SECTION 21 T3S R69W B. Per Plat Book 84, Page 4 (Reception No. 85034240) a haitus is called out along the&89434'31"E_2644.47/I' SECTION 21, T3s, R69V: _— J i NEIj or THE SW}OF east line of (Exhibit A, parcel F, parcel 8) and the west line of (Exhibit A, parcel E). Deed Hwa of THE sw1 of I EXCEPTION NE -LAVER 1.g,Ow0.8'BN) I „Nrym: YL61883rO gNBT„„• $ h, _ _ SECTION 2,, Tis, R69W \ SECTION 2,.735. R69W NO. 0' -INVERT zn, Du LEY (GUT) ea„ celwMma Po„eon. �• - I y calls per the individual parcels also account for a 2.6 foot haitus. I D' I D.mr em en mo N emN ^a WeH4raee8onmmumeMloum I , I LIGHT ` Iz 1l �n aM naP 11,%Iu111B,11nratge i X,:Ts Pol. / fa �¢ a I (3L114n Mase®,monument n r°rge e^, ebmPea: '1907, 8211320 LS 1321T) , �.j &- INVERT S.F. DIA 0.9 IN) b ,R_�l— 1, /' - CIyd Wneat RO, LS C. Per Plat Book 84, Page 4 (Reception No. 85034240) an overlap is called out along the I I X6 J I INVERT3.B,DIAD.G(OUT) O°a I 13212 CIA S 2' T35 R69W R R 1904. Survey Monumeny3 west line of Exhibit A parcel F parcel 8 and the east line of adjoining Store Master Funding ` I E -IN ER ,.B.Dwoe•pp I 4fs \ III, LLC parcel. P P ) 1 9 9 t1 I / I x s X,9, y I U ���� LOLF Y vQ v� _, POL SAHVl / �/ XH2 D. Per Quit Claim Deed filed as Reception No. 85101318 a 66' wide right-of-way granted I x,n,4 SE-1WERT 18, DIA 08(°OT, X., INVERT 18, DIP 0 T (OUTV p , to the City of Wheat Ridge accounts for a taking of the northernmost portion of (Exhibit A, a mNNW9 - I parcel F, parcel 8). I /' I I BUFF rRn ; „r LGM 1 � I BUM t6mma APamin X.,LIGH E. Per Quit Claim Deed filed as Reception No.s 85101319, 85101329, 85101330, 85101331 I li ME `_ ra 0 o 66' wide right-of-way granted to the City of Wheat Ridge accounts for a taking of the _ Q northernmost portion of (Exhibit A, parcel E). I NO. so ti �I 0G0^ ,'� BASEBAl `, W � FIELD A _ d W LEGEND: i 2 I I; 11 //j XsMee _ X' z t I �, te a, Q LU O p set monument (rebar and cap, PLS 37955) 1 • found monument (as noted) sl T, x693 NE-INVERT2H,DIADBBN) Q N io I� I It w-INNERT2.T DIA08(OJT) Xm915 U SCOREBOAR � W ® bollard J Z; OIIA Pem lA 4II ' &.INVERT 3.4'. OW O.B (IN) © I , I -INVENT 3.6'.DIA 06'(OUT) W (— manhole `\ Xfx,l E INVERTS `OIA O.B'(W) ^ 1.1_ \ I I I I u I��i �' - 1 • Xe9ne LL V Q f❑ electric box I ' i o gas meter ; o electric meter I % E grate (inlet) pQ water valve ' co, power pole fire hydrant �- sign IpQ irrigation control valve Ott 1 I SITE SURVEY Scale: NOT TO SCALE LIGHT LIGHT f J(�.anae / POLE X4 POLE f 6�' I XypSa FOOTBALLFIELD A STRIPE " X5W, I;, Y X s.m.e - i' ° SAN SAN — EXCEPTION '. " , Op •° M_ NO. 33(182TY✓18) POLE UPO°LnE\l��,IE—�/ X,3M.1 1 / � POLE , Swyy�� I\I � /1 � xwT — s��Xneesl pi i / x _Baso X X wA_KIN f _ _ PATH •p+6 Jl i -- NOTE:A 5390 I� T✓�-I Jl X l P/ LL0 Ce S 3 im —5395twv 1 i4^i , 1} ,,, tFVMen/. Porm1091 FN =.- / 00 00 I rq A- 1 6„I„^AN-1011 CRY OFNNFAT RDOE Dssz13a5a96 FIN'31,1pIB1W rF APu PI I) EPPTTION \7 , J X63re � U /5A0 80' 0 80' SCALE IN FEET 1 "= 80' V/ Designed Drawn lChecked 1 � I I F --- Date: April 2017 Drafted By: MR, SB, SM, AP I �- H Vert: as noted All drawings and written material W t� I unpublished work of Design Concepts and I may not be duplicated, used or disclosed. tree diameter and I % / OVERALL SITE DC. drip edge extents ele m RYememmenl, mmW.I./ ` i - - - — ®” (DC.= deciduous tree type) ler nleMRW.I.' �n line / - -- - _ -'— x ”„ I / (CF.= coniferous tree type)sides / - - - - -- - fence line (type as noted)Neds V W underground water line x a" '- _� '% - WATER R=IL T x069 HOE R� 5,1 HORSESPI . I IEFFERSONCWNry X3aN2 GAS — underground gas line SE E BOuNDNTY NOTE: / DISTRICT ox.i BE� % Ir BBG ✓ °Ru 7 , 10.332,3 u001133 y✓ -- dwdh mvil ,eM / 1I S underground storm/drainage line s ,� 1-' -----/x6•', � "%%' fa / SAN underground sanitary sewer line „T _ X. '` Still-�' YS UE underground electric line - - =- OBN / P / PIGeGk` / xmffi XMJ _ F❑ underground data/cable line 184&140: 1 NO. 3EL31CC-IE2) PAI2C -]--ma-91Z -- _ _ - - —� P � ENG DH overhead wire line — — — � r, SVLrr ! i X5� — 530�y� - - - - - - - edge of gravel NO° 37' 21"W I FENCING yncA xM 5 x It, y __ 265.98' LIGHT - - - - - - - easement limits line road centerline line set Be reromnns ..In, 451rNn N9nwaterin,nlCl,arCtaek i J'� --� tEanINtA PaceI09) — - - - — limits line \ SSSS�ga\'�'•1% JJJ 551 BRIDG property P P 16101 - sectional line I(EMA�An NOTE: • DIGITAL SURVEY FILES IN .DWG FORMAT TO BE ISSUED TO SELECTED CONTRACTOR. SITE SURVEY Scale: NOT TO SCALE LIGHT LIGHT f J(�.anae / POLE X4 POLE f 6�' I XypSa FOOTBALLFIELD A STRIPE " X5W, I;, Y X s.m.e - i' ° SAN SAN — EXCEPTION '. " , Op •° M_ NO. 33(182TY✓18) POLE UPO°LnE\l��,IE—�/ X,3M.1 1 / � POLE , Swyy�� I\I � /1 � xwT — s��Xneesl pi i / x _Baso X X wA_KIN f _ _ PATH •p+6 Jl i -- NOTE:A 5390 I� T✓�-I Jl X l P/ LL0 Ce S 3 im —5395twv 1 i4^i , 1} ,,, tFVMen/. Porm1091 FN =.- / 00 00 I rq A- 1 6„I„^AN-1011 CRY OFNNFAT RDOE Dssz13a5a96 FIN'31,1pIB1W rF APu PI I) EPPTTION \7 , J X63re � U /5A0 80' 0 80' SCALE IN FEET 1 "= 80' V/ Designed Drawn lChecked O F --- Date: April 2017 Drafted By: MR, SB, SM, AP Scale: Horiz: as noted Checked By: ES, CH H Vert: as noted All drawings and written material W Project No: 2D25565 appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. _ I 2of2 I— Z W J U DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net f \N heat v VD, I 0 c•�afn9 O 4 QW C W H 0 CL U W Oa WCL CL i ►� Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 \IG1 of NORTH Designed Drawn lChecked dmc I dmc I fgk Date: April 2017 Drafted By: MR, SB, SM, AP Scale: Horiz: as noted Checked By: ES, CH 3 160 Vert: as noted All drawings and written material Project No: 2D25565 appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. Sheet: 2of2 OVERALL SITE SURVEY PLAN \IG1 of NORTH 4. THE LOCATIONS OF EXISTING UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION BASED ON GENERAL NOTES FOR CITY FUNDED PROJECTS GENERAL NOTES: INFORMATION BY OTHERS. NOT ALL UTILITIES MAY BE SHOWN. THE CONTRACTOR SHALL DETERMINE THE ACCORDANCE WITH CURRENT ADA STANDARDS. HANDICAP RAMPS SHALL CONFORM TO CDOT 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH THE LATEST STANDARDS AND 13. ALL SURPLUS MATERIALS, TOOLS, AND TEMPORARY STRUCTURES, FURNISHED BY THE CONTRACTOR, SHALL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD AND SPECIAL PROVISIONS, THE CONSTRUCTION 24. THE CONTRACTOR SHALL HAVE ONE SIGNED FULL SIZE COPY OF THE PLANS APPROVED BY THE GOVERNING AGENCIES AND SPECIFICATIONS OF THE CITY OF WHEAT RIDGE, COLORADO DEPARTMENT OF TRANSPORTATION, ARVADA BE REMOVED FROM THE PROJECT SITE BY THE CONTRACTOR. ALL DEBRIS AND RUBBISH CAUSED BY THE PLANS FOR THE PROJECT, THE CURRENT EDITION OF THE CDOT STANDARD SPECIFICATION FOR ROAD AND BRIDGE TOES OF SLOPE AS SHOWN ON THE PLANS. ANY DISTURBANCE BEYOND THESE LIMITS SHALL BE RESTORED TO ORIGINAL ONE COPY OF THE APPROPRIATE DESIGN AND CONSTRUCTION STANDARDS AND PECIFICATIONS, COOT PERMIT (IF COMMENCING WORK. THE ENGINEER AND/OR OWNER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY FIRE PROTECTION REQUIREMENTS, AND APPLICABLE STATE AND LOCAL STANDARDS AND SPECIFICATIONS. OPERATIONS OF THE CONTRACTOR SHALL BE REMOVED, AND THE AREA OCCUPIED DURING CONSTRUCTION 8. CONSTRUCTION AND THE CDOT STANDARD PLANS AS APPLICABLE TO THE WORK. APPLICABLE), AND SWMP DOCUMENT ON THE JOB SITE AT ALL TIMES. • THE CONTRACTOR SHALL HAVE IN POSSESSION AT THE JOB SITE AT ALL TIMES ONE (1) SIGNED COPY OF ACTIVITIES SHALL BE RESTORED TO ITS ORIGINAL CONDITION, WITHIN 48 HOURS OF PROJECT COMPLETION, BENCHMARK INFORMATION: TOPOGRAPHIC INFORMATION WAS PROVIDED BY SOLIDER, MILLER &ASSOCIATES. ALL VERTICAL EDGES TO IMPROVE BOND BETWEEN PAVEMENT LAYERS. THE RATE OF APPLICATION SHALL BE AS PROCEDURES, SHALL INCLUDE THE PARKING OF VEHICLES OR EQUIPMENT, DISPOSAL OF LITTER, AND ANY OTHER ACTION APPROVED PLANS, STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL CONSTRUCT AND MAINTAIN UNLESS OTHERWISE DIRECTED BY THE MUNICIPALITY OR OWNER'S REPRESENTATIVE. 2. THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE CITY A STORMWATER MANAGEMENT PLAN (SWMP) AT THE 25. REPAIR OF ANY DAMAGE TO EXISTING IMPROVEMENTS AND/OR LANDSCAPING IS THE RESPONSIBILITY OF THE CONTRACTOR EMERGENCY ACCESS ROUTES TO THE SITE AND STRUCTURE AT ALL TIMES PER THE APPLICABLE ARVADA • LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL PUBLIC AND TIME OF THE PRE -CONSTRUCTION MEETING. THE CONTRACTOR SHALL ADDRESS EROSION MITIGATION & PROTECTIVE STANDARD NGS FLANGE ENCASED STEEL ROD, LOCATED AT INTERSECTION OF KIPLING STREET AND WEST AT HIS EXPENSE. Iql FIRE PROTECTION DISTRICT REQUIREMENTS. THE CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR 14. THE CONTRACTOR IS REQUIRED TO PROVIDE AND MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES ® MEASURES TO LIMIT EROSION RELATING TO CONSTRUCTION ACTIVITIES. UNLESS PREVIOUSLY OBTAINED BY THE 32ND AVENUE AT THE NORTHWEST CORNER OF CROWN HILL PARK, NGVD 88 ORTHOMETRIC ELEVATION = 9 ANY VARIANCE TO THE ABOVE DOCUMENTS. NOTIFY ENGINEER OF ANY CONFLICTING STANDARDS OR IN ACCORDANCE WITH THE LOCAL JURISDICTION, THE STATE OF COLORADO, URBAN DRAINAGE AND FLOOD CITY, THE CONTRACTOR SHALL OBTAIN A CDPHE STORMWATER DISCHARGE PERMIT AS STATED IN SECTION 208 OF 26. ALL DAMAGE CAUSED TO EXISTING CURB, GUTTER AND SIDEWALK DURING CONSTRUCTION SHALL BE REPAIRED PRIOR TO 5562.74'. DATUM PER SURVEY. COORDINATE AND VERIFY ALL VERTICAL AND HORIZONTAL DATA SHOWN IN SPECIFICATIONS. IN THE EVENT OF ANY CONFLICTING STANDARD OR SPECIFICATION, THE MORE STRINGENT CONTROL DISTRICT "URBAN STORM DRAINAGE CRITERIA MANUAL VOLUME 3", THE M -STANDARD PLANS OF 32. THE PROJECT SPECIAL PROVISIONS. ACCEPTANCE OF COMPLETED IMPROVEMENTS. DESIGN OR HIGHER QUALITY STANDARD, DETAIL OR SPECIFICATION SHALL APPLY. THE COLORADO DEPARTMENT OF TRANSPORTATION, AND THE APPROVED EROSION CONTROL PLAN. OTHERWISE DIRECTED BY THE CITY. GROUNDWATER ENTERING THE PROJECT AREA. CONTRACTOR IS RESPONSIBLE FOR PROVIDING DEWATERING, IF NEEDED, AT LIKEWISE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MAPPING ANY EXISTING UTILITYNO JURISDICTIONAL AUTHORITY MAY REQUIRE THE CONTRACTOR TO PROVIDE ADDITIONAL EROSION CONTROL 3. THE CONTRACTOR WILL BE REQUIRED TO SUBMIT A CONSTRUCTION SCHEDULE AT THE PROJECT 27. THE CONTRACTOR SHALL NOTIFY ALL PROPERTY OWNERS IN WRITING A MINIMUM OF 48 HOURS PRIOR TO ANY UTILITY CONCEPTS 2. THE CONTRACTOR SHALL OBTAIN, AT HIS OWN EXPENSE, ALL APPLICABLE CODES, LICENSES, STANDARD MEASURES AT THE CONTRACTOR'S EXPENSE DUE TO UNFORESEEN EROSION PROBLEMS OR IF THE PLANS HORIZONTAL CONTROL INFORMATION: HORIZONTAL CONTROL COORDINATES ARE BASED ON THE PRE -CONSTRUCTION MEETING. THIS SCHEDULE WILL SHOW THE BEGINNING AND ENDING DATES OF MAJOR ASPHALTIC PAVEMENT MATERIAL WILL BECOME THE PROPERTY OF THE CONTRACTOR SHUT OFF OR CLOSURE OF DRIVEWAYS. THE NOTICES MUST HAVE CONTRACTOR'S PHONE NUMBER AND NAME OF CONTACT SPECIFICATIONS, PERMITS, BONDS, ETC., WHICH ARE NECESSARY TO PERFORM THE PROPOSED WORK, DO NOT FUNCTION AS INTENDED. THE CONTRACTOR IS RESPONSIBLE FOR PROHIBITING SILT AND DEBRIS REFERENCED SURVEY AND ARE PROVIDED BY THE FOLLOWING POINTS AS SHOWN ON THE PLANS: CONTRACT ITEMS. THIS SCHEDULE WILL BE UPDATED BY THE CONTRACTOR EVERY 10 WORKING DAYS, OR AS . PERSON, AND EMERGENCY PHONE NUMBER FOR AFTER-HOURS CALLS. CONTRACTOR WILL BE RESPONSIBLE FOR Community+Landscape Architects INCLUDING, BUT NOT LIMITED TO A LOCAL AND STATE GROUNDWATER DISCHARGE AND COLORADO LADEN RUNOFF FROM LEAVING THE SITE, AND FOR KEEPING ALL PUBLIC AREAS FREE OF MUD AND REQUIRED BY THE CITY. 11. MAINTAINING LOCAL ACCESS TO ALL DRIVEWAYS. DEPARTMENT OF HEALTH AND ENVIRONMENT (CDPHE) STORMWATER DISCHARGE PERMIT ASSOCIATED WITH DEBRIS. THE CONTRACTOR IS RESPONSIBLE FOR RE-ESTABLISHING FINAL GRADES AND FOR REMOVING UTILITIES. CONTRACTOR RESPONSIBLE FOR SERVICE CONNECTIONS, AND RELOCATING AND RECONNECTING REBAR AND 1-1/2 IN. ALUMINUM CAP FOUND STAMPED: "PLS 16837" N1708515.98 E3105537.61 211 North Public Road, Suite 200 CONSTRUCTION ACTIVITY. ACCUMULATED SEDIMENTATION FROM ALL AREAS INCLUDING SWALES AND DETENTION/WATER QUALITY 4. CONSTRUCTION STAKING SHALL BE PROVIDED BY THE CONTRACTOR. 28. CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING CLEANLINESS ON ALL LOCAL ROADWAYS AFFECTED BY HIS Lafayette CO 80026 3036645301 w dcianet AREAS. CONTRACTOR SHALL REMOVE TEMPORARY EROSION CONTROL MEASURES AND REPAIR AREAS AS MONUMENT RECORDS WITH THE BOARD OF REGISTRATION OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS FOR ALL CONSTRUCTION. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE REQUIRED PARTY (OWNER, OWNER'S REQUIRED AFTER VEGETATION IS ESTABLISHED AND ACCEPTED BY OWNER AND MUNICIPALITY. 5. F SUBSEQUENT ASPHALT LITS SHALL NOT BE PLACED ON THE SAME DAY AS THE PREVIOUS LIFT, UNLESS F UTILITIES (TELEPHONE, GAS, CABLE, ETC., WHICH SHALL BE COORDINATED WITH THE UTILITY OWNER). THE REPRESENTATIVE, MUNICIPAL/DISTRICT INSPECTOR, GEOTECHNICAL ENGINEER, ENGINEER AND/OR UTILITY 12. BREAK POINTS ON SLOPES AND IN BOTTOMS OF DITCHES SHALL BE ROUNDED DURING CONSTRUCTION AS APPROVED BY THE CITY THE FIELD. 29. AS A CONDITION FOR QUALIFYING FOR FINAL PAYMENT THE CONTRACTOR WILL FURNISH UPON COMPLETION OF THE CONTRACTOR SHALL IMMEDIATELY CONTACT ENGINEER UPON DISCOVERY OF A UTILITY DISCREPANCY OR OWNER) AT LEAST 48 HOURS PRIOR TO START OF ANY CONSTRUCTION. PRIOR TO BACKFILLING, AND AS 15. ADA COMPLIANCE: THE CROSS -SLOPE OF ALL WALKS MUST BE 2.0% MAX. PERPENDICULAR TO DIRECTION DIRECTED BY THE CITY. SEE STANDARDS FOR DETAILS OF CUT SLOPE TREATMENT, FLARING AND WIDENING. 34. PROJECT, 1 SET OF AS -CONSTRUCTED DRAWINGS PER SECTION 105.02 OF THE PROJECT SPECIAL PROVISIONS AND CDOT � � via �� '1vagkma REQUIRED BY JURISDICTIONAL AUTHORITY AND/OR PROJECT SPECIFICATIONS. THE CONTRACTOR SHALL OF TRAVEL. MAXIMUM GRADE OF HANDICAPPED ACCESSIBLE WALKS MUST BE 5.0% MAX. IN DIRECTION OF 6. FOR FINAL PLAN QUANTITIES THE FOLLOWING RATES OF APPLICATION WERE USED: BITUMINOUS PAVEMENT AT 149.75 LBS/CUBIC FOOT TONS/ SY-IN) AGGREGATE BASE COURSE AT 133 LBS/CUBIC FOOT STANDARD SPECIFICATIONS. W ���)�d.l/\L11 CONTINUE WITH NOTIFICATIONS THROUGHOUT THE PROJECT AS REQUIRED BY THE STANDARDS AND TRAVEL. MAXIMUM GRADE OF ALL HANDICAP RAMPS IS 8.3% OVER A MAXIMUM 6" RISE. MAXIMUM (0.05615 13. CLEARING AND GRUBBING SHALL INCLUDE REMOVAL OF ALL SHRUBS, WEEDS, SMALL TREES (4" CALIPER OR LESS), V `\'� SPECIFICATIONS. GRADE AT HANDICAP PARKING IS TYPICALLY 2.0% IN ALL DIRECTIONS. CONTRACTOR TO NOTIFY ENGINEER 30. SOIL PREPARATION, MULCHING AND MULCH TACKIFIER SHALL BE INCLUDED IN THE PRICE OF SEEDING. SEEDING SHALL BE ALL ASSOCIATED ROOTS AND OTHER VEGETATION WITHIN THE CONSTRUCTION LIMITS UNLESS SEPARATE PAY ITEM TRAFFIC PRIOR TO PLACEMENT OF FLATWORK OF SITE CONDITIONS OR DISCREPANCIES WHICH PREVENT TYPICAL 7 A SKI TYPE DEVICE AT LEAST 30 FEET IN LENGTH, SHORT SKI OR SHOE AND 5000 FEET OF CONTROL LINE AND 18. IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 212 OF THE SPECIAL PROVISIONS. IS PROVIDED. STAKES SHALL BE FURNISHED WITH EACH BITUMINOUS PAVER THE CONTROL LINE SHALL BE REQUIRED FOR ALL TO THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF ,vn C. 13; gd& street '_ 4. THE LOCATIONS OF EXISTING UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION BASED ON REQUIRED GRADES FROM BEING ACHIEVED. ALL RAMPS, STAIRS AND RAILING SHALL BE CONSTRUCTED IN INFORMATION BY OTHERS. NOT ALL UTILITIES MAY BE SHOWN. THE CONTRACTOR SHALL DETERMINE THE ACCORDANCE WITH CURRENT ADA STANDARDS. HANDICAP RAMPS SHALL CONFORM TO CDOT LAYERS, OR AS DIRECTED BY THE CITY. 31. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES TO THOSE AREAS WITHIN THE LIMITS OF CONSTRUCTION AND/OR EXACT SIZE, LOCATION AND TYPE OF ALL EXISTING UTILITIES WHETHER SHOWN OR NOT BEFORE M -STANDARDS (SEE DETAIL M-608-1, ETC.) TOES OF SLOPE AS SHOWN ON THE PLANS. ANY DISTURBANCE BEYOND THESE LIMITS SHALL BE RESTORED TO ORIGINAL COMMENCING WORK. THE ENGINEER AND/OR OWNER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY 8. A TACK COAT OF EMULSIFIED ASPHALT ( SLOW SETTING) IS TO BE APPLIED BETWEEN PAVEMENT COURSE AND ON CONDITION BY THE CONTRACTOR AT HIS EXPENSE. CONSTRUCTION ACTIVITIES, IN ADDITION TO NORMAL CONSTRUCTION • OR COMPLETENESS SHOWN ON PLANS. THE CONTRACTOR SHALL BE FULLY AND SOLELY RESPONSIBLE FOR 16. BENCHMARK INFORMATION: TOPOGRAPHIC INFORMATION WAS PROVIDED BY SOLIDER, MILLER &ASSOCIATES. ALL VERTICAL EDGES TO IMPROVE BOND BETWEEN PAVEMENT LAYERS. THE RATE OF APPLICATION SHALL BE AS PROCEDURES, SHALL INCLUDE THE PARKING OF VEHICLES OR EQUIPMENT, DISPOSAL OF LITTER, AND ANY OTHER ACTION ANY AND ALL DAMAGES AND COSTS WHICH MIGHT OCCUR BY THE CONTRACTOR'S FAILURE TO EXACTLY SEE ALTA/NPS LAND TITLE SURVEY DATED 01/2017. BENCHMARK "KK1457 (PID) - F 412 (DESIGNATION)", DETERMINED BY THE CITY AT THE TIME OF APPLICATIONTACK COATING IS INCIDENTAL WORK TO HMA PAY ITEMS . . WHICH WOULD CLEARING AND GRUBBING, AND LANDSCAPE RESTORATION LUMP SUM ITEMS SHALL BE BID TO INCLUDE ALL • LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL PUBLIC AND STANDARD NGS FLANGE ENCASED STEEL ROD, LOCATED AT INTERSECTION OF KIPLING STREET AND WEST AREAS DISTURBED DURING CONSTRUCTION, WHETHER WITHIN OR OUTSIDE THE LIMITS OF CONSTRUCTION. ® PRIVATE UTILITY COMPANIES AND DETERMINE THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO 32ND AVENUE AT THE NORTHWEST CORNER OF CROWN HILL PARK, NGVD 88 ORTHOMETRIC ELEVATION = 9 UNCLASSIFIED EXCAVATION QUANTITIES FOR SUBGRADE STABILIZATION WILL BE MEASURED IN THE FIELD. TYPICAL PROCEEDING WITH GRADING AND CONSTRUCTION. ALL WORK PERFORMED IN THE AREA OF UTILITIES 5562.74'. DATUM PER SURVEY. COORDINATE AND VERIFY ALL VERTICAL AND HORIZONTAL DATA SHOWN IN DEPTH OF CUT FOR SUBGRADE STABILIZATION WILL BE LESS THAN 15 INCHES BELOW DESIGN SUBGRADE, UNLESS 32. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCEPTANCE AND CONTROL OF ALL SUBSURFACE DRAINAGE AND SHALL BE PERFORMED AND INSPECTED ACCORDING TO THE REQUIREMENTS OF THE UTILITY OWNER. SURVEY AND REPORT ANY IRREGULARITIES OR DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. OTHERWISE DIRECTED BY THE CITY. GROUNDWATER ENTERING THE PROJECT AREA. CONTRACTOR IS RESPONSIBLE FOR PROVIDING DEWATERING, IF NEEDED, AT LIKEWISE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MAPPING ANY EXISTING UTILITYNO 10. FULL DEPTH ASPHALT TOREMOVED HAS BEEN CALCULATED AS REMOVAL OF ASPHALT MAT. REMOVED ADDITIONAL COST TO THE PROJECT. DEWATERING METHODS SHALL BE APPROVED BY THE CITY. Know what's below. (INCLUDING DEPTH) WHICH MAY CONFLICT WITH THE PROPOSED CONSTRUCTION, AND FOR RELOCATING 17. HORIZONTAL CONTROL INFORMATION: HORIZONTAL CONTROL COORDINATES ARE BASED ON THE ASPHALTIC PAVEMENT MATERIAL WILL BECOME THE PROPERTY OF THE CONTRACTOR Call ENCOUNTERED UTILITIES AS DIRECTED BY THE ENGINEER. CONTRACTOR SHALL CONTACT AND RECEIVE REFERENCED SURVEY AND ARE PROVIDED BY THE FOLLOWING POINTS AS SHOWN ON THE PLANS: . 33. THE CONTRACTOR SHALL RESPONSIBLE FOR PRESERVING ALL LAND MONUMENTS. MONUMENTS DISTURBED DURING before you dig. APPROVAL FROM CITY OF WHEAT RIDGE, OWNER AND ENGINEER BEFORE RELOCATING ANY ENCOUNTERED REBAR AND PLASTIC CAP FOUND STAMPED: "PLS 14112" N1708526.89 E3105068.87 11. ATTACHED SIDEWALK, CURB AND GUTTER SHALL BE PLACED MONOLITHICALLY, UNLESS OTHERWISE SPECIFIED OR CONSTRUCTION ACTIVITY SHALL BE RESET NO ADDITIONAL COST TO THE PROJECT. THE RESETTING OF MONUMENTS UTILITIES. CONTRACTOR RESPONSIBLE FOR SERVICE CONNECTIONS, AND RELOCATING AND RECONNECTING REBAR AND 1-1/2 IN. ALUMINUM CAP FOUND STAMPED: "PLS 16837" N1708515.98 E3105537.61 DIRECTED BY THE CITY. SHALL BE DONE UNDER THE DIRECT SUPERVISION OF A REGISTERED LAND SURVEYOR. THE CONTRACTOR SHALL FILE AFFECTED UTILITIES AS COORDINATED WITH UTILITY OWNER AND/OR ENGINEER, INCLUDING NON -MUNICIPAL REBAR AND PLASTIC CAP FOUND STAMPED "PADON NO. 2065" N1707973.17 E3106058.85 MONUMENT RECORDS WITH THE BOARD OF REGISTRATION OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS FOR ALL LAND MONUMENTS RESET DURING CONSTRUCTION. UTILITIES (TELEPHONE, GAS, CABLE, ETC., WHICH SHALL BE COORDINATED WITH THE UTILITY OWNER). THE 12. BREAK POINTS ON SLOPES AND IN BOTTOMS OF DITCHES SHALL BE ROUNDED DURING CONSTRUCTION AS CONTRACTOR SHALL IMMEDIATELY CONTACT ENGINEER UPON DISCOVERY OF A UTILITY DISCREPANCY OR BASIS OF BEARINGS: THE EAST -WEST CENTERLINE OF THE WEST ONE-HALF OF SECTION 21, DIRECTED BY THE CITY. SEE STANDARDS FOR DETAILS OF CUT SLOPE TREATMENT, FLARING AND WIDENING. 34. THE CITY SHALL OBTAIN A COOT PERMIT FOR ANY WORK WITHIN COOT ROW. THE CONTRACTOR SHALL MEET ALL TERMS CONFLICT. AT LEAST 48 HOURS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE UTILITY TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. BEING N 89'34'31" E, BETWEEN MONUMENTS, AND CONDITIONS AS STATED IN THE PERMIT FOR ALL WORK WITHIN OR AFFECTING COOT ROW. NOTIFICATION CENTER OF COLORADO (1-800-922-1987, WWW.UNCC.ORG). SHOWN HEREON. 13. CLEARING AND GRUBBING SHALL INCLUDE REMOVAL OF ALL SHRUBS, WEEDS, SMALL TREES (4" CALIPER OR LESS), ALL ASSOCIATED ROOTS AND OTHER VEGETATION WITHIN THE CONSTRUCTION LIMITS UNLESS SEPARATE PAY ITEM TRAFFIC CONTROL 5. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS AT AND ADJACENT 18. PROTECT ALL TREES AND VEGETATION. PLACE CONSTRUCTION FENCING AT DRIP LINE OF TREES AND IS PROVIDED. TO THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF PLANTS NEAR THE WORK ZONE. DEEP WATER TREES WEEKLY. HAND EXCAVATION REQUIRED AT ROOT THE WORK. THE CONTRACTOR SHALL PREPARE A TRAFFIC CONTROL PLAN FOR OWNER AND/OR CITY ZONES WHERE PROPOSED PAVING OR UTILITY WORK IS WITHIN DRIPLINE OF TREES. 14. LIMITS OF ASPHALT REMOVAL SHALL BE CUT TO A STRAIGHT LINE WITH A VERTICAL EDGE. THE VERTICAL EDGE 1. THE CONTRACTOR SHALL PREPARE AND PRESENT HIS/HER METHOD FOR HANDLING CONSTRUCTION ZONE TRAFFIC APPROVAL AND PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FENCING, FLAGMEN OR OTHER DEVICES SHALL BE SAW CUT UNLESS OTHER WISE APPROVED BY CITY. ASPHALT PAVEMENT SHALL BE REMOVED A MINIMUM TO THE CITY FOR APPROVAL AT THE PRE -CONSTRUCTION MEETING. NECESSARY TO PROVIDE FOR PUBLIC SAFETY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT 19. THE CONTRACTOR SHALL FURNISH THE ENGINEER OF RECORD A COMPLETE SET OF CONSTRUCTION OF TWO FEET, OR AS DIRECTED BY THE CITY, FROM ANY GUTTER PAN LIP. ASPHALT PATCHBACK SHALL BE BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR AGREES TO COMPLY WITH THE PROVISIONS RECORD DRAWINGS ("AS-BUILTS"), FOR THE CONSTRUCTED IMPROVEMENTS. THE PLANS SHALL SHOW PLACED IN LIFTS NOT EXCEEDING 4 INCHES. 2. SUBSEQUENT CHANGES TO THE TRAFFIC CONTROL PLAN AND SEQUENCE OF WORK REQUESTED BY THE OF THE TRAFFIC CONTROL PLAN AND THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC SUFFICIENT DIMENSION TIES TO PERMANENT SURFACE FEATURES FOR ALL BURIED FACILITIES TO ALLOW CONTRACTOR SHALL BE SUBMITTED FOR APPROVAL 72 HOURS PRIOR TO IMPLEMENTATION OF THE REVISED CONTROL DEVICES," PART VI, FOR CONSTRUCTION SIGNAGE AND TRAFFIC CONTROL. ALL TEMPORARY AND FOR FUTURE LOCATING. THE PLANS SHALL SHOW FINAL PAVEMENT, FLOW LINE ELEVATIONS, CONTOURS 15. COMPACTION TESTING FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH SECTION 720 OF THE SPECIAL PLAN. PERMANENT TRAFFIC SIGNS SHALL COMPLY TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AT POND/DRAINAGE FEATURES (AS SURVEYED AND CERTIFIED BY A COLORADO P.L.S.), MANHOLE, PIPE, PROVISIONS. (MUTCD) WITH REGARD TO SIGN SHAPE, COLOR, SIZE, LETTERING, ETC. UNLESS OTHERWISE SPECIFIED. IF AND INLET LOCATIONS, INVERTS, GRATE ELEVATIONS, SIZES OF ALL UTILITIES, AND ANY VARIATIONS FROM 3. TRAFFIC CONTROL PLAN SHALL ADDRESS SPECIFIC PHASES OF CONSTRUCTION AND BE DRAWN TO SCALE OR THE APPROVED PLAN. ENGINEER WILL PRODUCE FINAL RECORD DRAWINGS. 16. EXCAVATION FOR THE COMPACTION OF THE BASE OF CUTS AND FILLS WILL NOT BE PAID FOR SEPARATELY BUT DIMENSIONED. TRAFFIC PLANNING WILL BE DIRECTED TO THE SAFETY OF THE CONSTRUCTION FORCE AS WELL AS APPLICABLE, PART NUMBERS ON SIGNAGE DETAILS REFER TO MUTCD SIGN NUMBERS. SHALL BE INCLUDED IN THE COST OF EXCAVATION &EMBANKMENT PAY ITEMS. THE SAFE AND EXPEDITIOUS MOVEMENT OF TRAFFIC. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ANY GROUNDWATER ENCOUNTERED DURING THE 20. LOCATIONS OF CLEANOUTS, LIGHTS, SIGNAGE, JUNCTION BOXES, AND OTHER SIGNIFICANT SITE FEATURES 4. WORK WITHIN CITY ROW ROADWAY AREAS CLOSED TO THROUGH TRAFFIC MAY PROCEED BETWEEN THE HOURS OF CONSTRUCTION OF ANY PORTION OF THIS PROJECT. GROUNDWATER SHALL BE PUMPED, PIPED, REMOVED TO BE STAKED FOR ENGINEER AND OR OWNER APPROVAL PRIOR TO WORK. CLEANOUTS, JUNCTION 17. DEPTH OF MOISTURE -DENSITY CONTROL FOR THIS PROJECT SHALL BE AS FOLLOWS: FULL DEPTH OF ALL ASPHALT/CONCRETE BOXES, AND ADJACENT GRADES TO BE RAISED ONE-HALF INCH AT ASPHALT CONCRETE OR 1" AT EMBANKMENTS. BASES OF CUTS AND FILLS SHALL BE 6 INCHES. COMPACTION OF BASES OF CUTS AND FILLS 7:00 AM AND 5:00 PM ON LOCAL STREETS, AND BETWEEN THE HOURS OF 8:30 AM AND 3:30 PM ON AND DISPOSED OF IN A MANNER WHICH DOES NOT CAUSE FLOODING OF EXISTING STREETS NOR EROSION SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE COST OF EXCAVATION &EMBANKMENT COLLECTOR, ARTERIAL AND HIGH VOLUME LOCAL STREETS AS DETERMINED IN WRITING BY THE CITY. ON ABUTTING PROPERTIES IN ORDER TO CONSTRUCT THE IMPROVEMENTS SHOWN ON THESE PLANS. LANDSCAPING) TO PROVIDE POSITIVE DRAINAGE AWAY FROM FEATURES. PAY ITEMS. WATER FOR COMPACTION WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE CONSIDERED GROUNDWATER TO BE PUMPED SHALL BE TESTED, PERMITTED, AND PUMPED PER THE STATE OF INCIDENTAL TO CONSTRUCTION. WATER FOR DUST CONTROL SHALL NOT BE PAID FOR SEPARATELY BUT SHALL BE 5. WORK WITHIN ROADWAY AREAS IS ALSO SUBJECT TO THE TIME RESTRICTIONS STATED IN SPECIAL PROVISION COLORADO AND LOCAL GROUNDWATER DISCHARGING PERMIT REQUIREMENTS. CONSIDERED INCIDENTAL TO CONSTRUCTION. SECTION 108.04 OF THE PROJECT SPECIFICATIONS. ALL WORK WITHIN COOT ROW SHALL BE ADDITIONALLY RESTRICTED AS STATED IN SECTION 108.04 AND PER THE APPLICABLE COOT PERMIT ISSUED FOR THE PROJECT. 7. RIM AND GRATE ELEVATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND ARE NOT TO BE TAKEN AS 18. SWEEPING SHALL BE DONE BY A PICKUP TYPE BROOM WITH DUST CONTROL AND BEYOND INCLUDED PAY ITEMS, FINAL ELEVATIONS. THE CONTRACTOR SHALL ADJUST RIMS AND OTHER IMPROVEMENTS TO MATCH FINAL SHALL BE DONE AT NO ADDITIONAL COST TO THE PROJECT. 6. TRAFFIC CONTROL DURING CONSTRUCTION SHALL COMPLY WITH THE LATEST EDITION OF THE FHWA'S PAVEMENT AND FINISHED GRADE ELEVATIONS.11 11 8. THE EXISTING AND PROPOSED ELEVATIONS OF FLATWORK, SIDEWALKS, CURBS, PAVING, ETC. AS SHOWN HEREON ARE BASED ON EXTRAPOLATION OF FIELD SURVEY DATA AND EXISTING CONDITIONS. AT CRITICAL AREAS AND SITE FEATURES, CONTRACTOR SHALL HAVE FORMWORK INSPECTED AND APPROVED BY OWNER, OWNER'S REPRESENTATIVE, OR ENGINEER PRIOR TO PLACING CONCRETE. MINOR ADJUSTMENTS, AS APPROVED, TO PROPOSED GRADES, INVERTS, ETC. MAY BE REQUIRED TO PREVENT PONDING OR SLOPE NOT IN CONFORMANCE WITH MUNICIPAL STANDARDS. ALL FLATWORK MUST PREVENT PONDING AND PROVIDE POSITIVE DRAINAGE AWAY FROM EXISTING AND PROPOSED BUILDINGS, WALLS, ROOF DRAIN OUTFALLS, ACROSS DRIVES AND WALKS, ETC., TOWARDS THE PROPOSED INTENDED DRAINAGE FEATURES AND CONVEYANCES. 9. FINAL LIMITS OF REQUIRED ASPHALT SAWCUTTING AND PATCHING MAY VARY FROM LIMITS SHOWN ON PLANS. CONTRACTOR TO PROVIDE SAWCUT AND PATCH WORK TO ACHIEVE POSITIVE DRAINAGE AND A SMOOTH TRANSITION TO EXISTING ASPHALT WITHIN SLOPES ACCEPTABLE TO THE ENGINEER AND WITHIN MUNICIPAL STANDARDS. CONTRACTOR SHALL PROVIDE ADDITIONAL SAWCUTTING AND PATCHING AT UTILITY WORK, CONNECTION POINTS TO EXISTING PAVEMENT AND FEATURES, ETC. THAT MAY NOT BE DELINEATED ON PLANS. 10. ANY EXISTING MONITORING WELLS, CLEANOUTS, VALVE BOXES, ETC. TO BE PROTECTED AND TO REMAIN IN SERVICE. IF FEATURES EXIST, EXTEND OR LOWER TO FINAL SURFACE WITH LIKE KIND CAP WITH STANDARD CAST ACCESS LID WITH SAME MARKINGS. IN LANDSCAPED AREAS PROVIDE A CONCRETE COLLAR (18%18%6" x6" THICK) AT ALL EXISTING AND PROPOSED MONITORING WELLS, CLEANOUTS, VALVE BOXES, ETC. 11. OWNER TO APPROVE ALL PRIVATE CONCRETE FINISHING, JOINT PATTERNS AND COLORING REQUIREMENTS PRIOR TO CONSTRUCTION. SUBMIT JOINT LAYOUT PLAN TO OWNER FOR APPROVAL PRIOR TO CONSTRUCTION. 12. PIPE LENGTHS AND HORIZONTAL CONTROL POINTS SHOWN ARE FROM CENTER OF STRUCTURES, END OF FLARED END SECTIONS, ETC. SEE STRUCTURE DETAILS FOR EXACT HORIZONTAL CONTROL LOCATION. CONTRACTOR IS RESPONSIBLE FOR ADJUSTING ACTUAL PIPE LENGTHS TO ACCOUNT FOR STRUCTURES AND LENGTH OF FLARED END SECTIONS. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND OTHER DOCUMENTS DETAILED IN THE SPECIFICATIONS. 19. SALVAGE ITEMS REMAINING AS PROPERTY OF THE CITY OF WHEAT RIDGE SHALL BE DELIVERED TO THE CITY MAINTENANCE FACILITY LOCATED AT 11220 W. 45TH AVE. EQUIPMENT & OPERATOR FOR UNLOADING WILL BE 7. MINIMUM TEMPORARY LANE WIDTH SHALL BE TEN (10) FEET, UNLESS OTHERWISE APPROVED IN WRITING BY THE PROVIDED BY THE CITY IF REQUESTED IN ADVANCE. CONTRACTOR WILL ASSIST WITH UNLOADING. DELIVERY AND CITY. UNLOADING SHALL BE CONSIDERED INCICENTAL TO CONSTRUCTION. 20. REINFORCING STEEL SHALL BE GRADE 60. CONCRETE SHALL BE CLASS B AND D, REINFORCING STEEL IS INCIDENTAL TO STRUCTURE PAY ITEMS. 21. CURB CUT LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL STAKE THE APPROXIMATE LIMITS OF GRADING, LOCATION OF CURB CUTS, AND LOCATION OF MAILBOX(ES) IN THE FIELD. 22. DRIVEWAY RESTORATION SHALL BE AS FOLLOWS: REGRADE & REPLACE GRAVEL DRIVEWAY -PREPARE THE SUBGRADE FROM BACK OF SIDEWALK TO MATCH POINT. PLACE A 1" LIFT OF CLASS 6 AGGREGATE BASE COURSE FOLLOWED BY A 1" LIFT OF 3/4" CRUSHED ROCK (MOUNTAIN GRANITE) AND COMPACT. BASE MATERIAL TO BE PAID AS AGGREGATE BASE COURSE (CLASS 6), ROCK TO BE PAID AS 3/4" CRUSHED ROCK (GRAVEL DRIVEWAY). REPLACE ASPHALT DRIVEWAY -PREPARE THE SUBGRADE FROM BACK OF SIDEWALK TO MATCH POINT. PLACE 4" OF HOT MIX ASPHALT, COMPACTED TO 92% - 96% OF MAXIMUM THEORETICAL DENSITY. MATERIAL TO BE PAID AS HMA (4"). REPLACE CONCRETE DRIVEWAY -PREPARE THE SUBGRADE FROM BACK OF SIDEWALK TO MATCH POINT. PLACE A MINIMUM OF 6" (RESIDENTIAL) AND 8" (COMMERCIAL) OF CONCRETE PAVEMENT. MATERIALTO BE PAID AS CONCRETE PAVEMENT (SY). 23. ALL TRENCHES AND PITS SHALL BE ADEQUATELY SUPPORTED AND THE SAFETY OF WORKERS PROVIDED FOR AS REQUIRED BY THE MOST RECENT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) "SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION." THESE REGULATIONS ARE DESCRIBED IN SUBPART P, PART 1926 OF THE CODE OF FEDERAL REGULATIONS. SHEETING AND SHORING SHALL BE UTILIZED WHERE NECESSARY TO PREVENT ANY EXCESSIVE WIDENING OR SLOUGHING OF THE TRENCH OR PIT WHICH MAY BE DETRIMENTAL TO HUMAN SAFETY, TO THE PIPE BEING PLACED, TO TREES OR TO ANY EXISTING STRUCTURE WHERE EXCAVATIONS ARE MADE. UNDER SEVERE WATER CONDITIONS, THE CONTRACTOR MAY BE REQUIRED TO USE AN APPROVED PILING INSTEAD OF SHEETING AND SHORING. 8. PROVISIONS FOR PEDESTRIAN TRAFFIC SHALL BE MADE FOR ALL PHASES OF CONSTRUCTION. UTILITIES: 1. THE CONTRACTOR IS RESPONSIBLE TO EXCAVATE AND LOCATE ALL EXISTING UTILITIES WHICH MAY AFFECT CONSTRUCTION. ALL EXPLORATORY EXCAVATIONS SHALL OCCUR FAR ENOUGH IN ADVANCE TO PERMIT ANY NECESSARY RELOCATION TO BE MADE WITH MINIMAL DELAYS TO THE PROJECT. UNLESS A PAY ITEM HAS BEEN INCLUDED FOR EXPLORATORY EXCAVATIONS (POTHOLING), ALL EXPLORATORY EXCAVATIONS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. LACK OF THE CITY TO INCLUDE A POTHOLING PAY ITEM SHALL NOT PRECLUDE THE CONTRACTOR FOR PERFORMING ALL NECESSARY EXPLORATORY EXCAVATIONS. THE CONTRACTOR SHALL NOT BE COMPENSATED FOR ANY DELAY DUE TO UTILITY CONFLICTS. 2. ALL UTILITY RELOCATES WILL BE PERFORMED BY THE OWNING UTILITY COMPANY DURING THE COURSE OF THE PROJECT, UNLESS A SEPARATE PAY ITEM IS PROVIDED. 3. UTILITY LOCATIONS SHOWN ON THE PLAN ARE PLOTTED TO THE BEST INFORMATION AT TIME OF DESIGN. UTILITY LOCATIONS SHOWN ON THE PLANS ARE FOR DESCRIPTIVE PURPOSES ONLY. THE CONTRACTOR IS REQUIRED TO CONTACT THE PROPER UTILITY COMPANY AND/OR UTILITY LOCATE COMPANY PRIOR TO CONSTRUCTION. LOCATION OF ALL UTILITIES, WHETHER SHOWN ON THE PLANS OR NOT, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ANY DAMAGES TO EXISTING UTILITIES CAUSED BY THE CONTRACTOR, OR ANY OF HIS SUBCONTRACTORS, SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR FOR ALL REPAIRS AT HIS EXPENSE. 4. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. CALL 800-922-1987. 5. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ALL UTILITIES TO COORDINATE SCHEDULES. 6. STORM SEWER PIPE SHALL BE PVC, SDR -35, OR RCP AS SPECIFIED ON DRAWINGS. 7. ELECTRICAL CONDUIT SHALL BE PVC SCH 80 AND SHALL BE BURIED A MINIMUM OF 2 FEET. 8. ALL STORM STRUCTURES TO BE CAST IN PLACE UNLESS OTHERWISE APPROVED IN WRITING BY THE CITY. RECORD DRAWINGS FEBRUARY 28, 2019 THIS RECORD DRAWING HAS BEEN PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THE DESIGN PROFESSIONAL CANNOT ASSURE ITS ACCURACY, AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS BY OTHERS. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF THE AS -BUILT ACCURACY BEFORE APPLYING THESE PLANS FOR ANY PURPOSE. Boulder, Do a�UfW303.444.15 www.jvajva.com Boulder • Fort Collins • Winter Park Glenwood Springs • Denver H WC LL ° V W :* W Oa CL CL i LU CD _0 �U LLi O D-' (") ~ LU Project No.: 22108.00 i17 Issued For: Date: Bid Set 04.16.21 Drafted By: JPW, XT Checked By: HMM, CRH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. GENERAL NOTES ABBREVIATIONS AASHTO AMERICAN ASSOC. OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS ABAN ABANDON AC ASPHALTIC CONCRETE PAVING ADDL ADDITIONAL ADDM ADDENDUM ADJ ADJUSTABLE AL ALUMINUM ALT ALTERNATE AMT AMOUNT APPROX APPROXIMATE ARCH ARCHITECT(URAL) ARV AIR RELIEF VALVE ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS ASPH ASPHALT ASSY ASSEMBLY ASYM ASYMMETRICAL AUTO AUTOMATIC AVG AVERAGE AWWA AMERICAN WATER WORKS ASSOC. BC BACK OF CURB BFV BUTTERFLY VALVE BLDG BUILDING BLK BLOCK BM BENCH MARK BMP BEST MANAGEMENT PRACTICE BS BACKSIGHT BOS BOTTOM OF STEP BOT BOTTOM BSMT BASEMENT BVCE BEGIN VERTICAL CURVE ELEVATION BVCS BEGIN VERTICAL CURVE STATION BW BOTTOM OF WALL CB CATCH BASIN CCW COUNTER CLOCKWISE CDOT COLORADO DEPARTMENT OF TRANSPORTATION CIP CAST IRON PIPE CJ CONSTRUCTION JOINT CL CENTER LINE OR CHAIN LINK CLR CLEAR CMP CORRUGATED METAL PIPE CMU CONCRETE MASONRY UNIT CO CLEANOUT CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS(ATION) COR CORNER CR CONCENTRIC REDUCER CTR CENTER CY CUBIC YARDS DEMO DEMOLITION DIA DIAMETER DIAG DIAGONAL DIP DUCTILE IRON PIPE DOM DOMESTIC DN DOWN DR DRAIN DWG DRAWING DWL DOWEL E EAST INCL INCLUDED ID INSIDE DIAMETER IN INLET INSUL INSULATION INV INVERT IRR IRRIGATION JTS JOINTS KO KNOCKOUT KPL KICK PLATE KWY KEYWAY L LEFT OR LITER LSCAPE LANDSCAPE(ING) LF LINEAR FOOT LP LOW POINT LT LIGHT LWL LOW WATER LEVEL MAINT MAINTENANCE MAN MANUAL MATL MATERIAL MAX MAXIMUM ME MATCH EXISTING MECH MECHANICAL MFR MANUFACTURER MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS MJ MECHANICAL JOINT N NORTH NA NOT APPLICABLE NIC NOT IN CONTRACT NPT NATIONAL PIPE THREAD NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OPP OPPOSITE OPT OPTIONAL EA EACH ECC ECCENTRIC EJ EXPANSION JT EL ELEVATION ELB ELBOW ELEC ELECTRICAL ENGR ENGINEER EOP EDGE OF PAVEMENT EQ EQUAL EQUIP EQUIPMENT EQUIV EQUIVALENT ESMT EASEMENT EST ESTIMATE EVCE END VERTICAL CURVE ELEVATION EVCS END VERTICAL CURVE STATION EW EACH WAY EXP JT EXPANSION JOINT EXIST EXISTING FIND FOUNDATION FES FLARED END SECTION FF FINISH FLOOR FG FINISH GRADE FH FIRE HYDRANT FL FLOW LINE FN FENCE FOC FACE OF CONCRETE FPM FEET PER MINUTE FPS FEET PER SECOND FT FEET FTG FOOTING OR FITTING G GAS GA GAUGE GAL GALLON GALV GALVANIZED GCO GRADE CLEANOUT GIP GALVANIZED IRON PIPE GND GROUND GPD GALLONS PER DAY GPM GALLONS PER MINUTE GR GRATE GRTG GRATING GSP GALVANIZED STEEL PIPE GV GATE VALVE PC POINT OF CURVATURE & PCO PRESSURE CLEAN OUT SLOPE ARROW PCR POINT OF CURVE RETURN H PI POINT OF INTERSECTION HB PVI POINT OF VERTICAL INTERSECTIOWE O PL PROPERTY LINE HDWL PE POLYETHYLENE HNDRL PREFAB PREFABRICATED HORIZ PRELIM PRELIMINARY HP PREP PREPARATION HR PROP PROPOSED HVAC PRV PRESSURE REDUCING VALVE OR FLARED END SECTION W/ RIPRAP READ PRESSURE RELIEF VALVE HWY PSF POUNDS PER SQUARE FOOT HWL PSI POUNDS PER SQUARE INCH HYD PT POINT OF TANGENCY BEND W/ THRUST BLOCK PV PLUG VALVE ►C PVC POLYVINYL CHLORIDE OR STORM DRAIN ® POINT OF VERTICAL CURVATURE SECT PVMT PAVEMENT MEASURED INFORMATION HIGH HOSE BIB HORIZONTAL ELLIPTICAL HEADWALL HAND RAIL HORIZONTAL HIGH POINT HOUR HEATING, VENTILATION, AIR CONDITIONING HIGHWAY HIGH WATER LINE HYDRANT DESIGN LEGEND QTY QUANTITY & BENCHMARK 5.0% SLOPE ARROW ® MANHOLE R RIGHT EXIST INDEX CONTOUR RAD RADIUS O AREA DRAIN RCP REINFORCED CONCRETE PIPE 8 COMBINATION INLET RD ROOF DRAIN O O TYPE R INLET RE REFERENCE SPILL/CATCH CURB TRANSITION RECT RECTANGULAR ❑Q TYPE 13 FIELD INLET REINF REINFORCE (D) (ING) (MENT) ® FLARED END SECTION W/ RIPRAP READ REQUIRED (m) UTILITY LOCATED FROM MAP REQD REQUIRED EB TEE W/ THRUST BLOCK ROW RIGHT OF WAY (AM) BEND W/ THRUST BLOCK SAN SANITARY ►C END CAP W/ THRUST BLOCK SD STORM DRAIN ® GATE VALVE SECT SECTION MEASURED INFORMATION SPD STANDARD PROCTOR DENSITY ❑ REDUCER/INCREASER SPEC SPECIFICATION ® WATER METER SQ SQUARE SQ IN SQUARE INCH MB FIRE HYDRANT SQ FT SQUARE FOOT SD STORM - 12" AND SMALLER SQ YD SQUARE YARD 0 CONCRETE SS SANITARY SEWER STORM - LARGER THAN 12" SST STAINLESS STEEL RD ROOF DRAIN STA STATION STD STANDARD TD TRENCH DRAIN STL STEEL UD UNDERDRAIN STRUCT STRUCTURAL SS SANITARY SEWER SWMP STORMWATER MANAGEMENT PLAN SYM SYMMETRICAL FM FORCE MAIN TB THRUST BLOCK W WATER TBC TOP BACK OF CURB PW NON POTABLE WATER TBM TEMPORARY BENCH MARK TEMP TEMPORARY Pill— POTABLE WATER THK THICK IRR IRRIGATION TOB TOP OF BANK IRRIGATION -LARGER THAN 12" TOC TOP OF CONCRETE OR TOP OF x"/x' DIAMETER/DRIP LINE RADIUS) CURB CATV CABLE TV TOS TOP OF STEP DRAIN TOT TOTAL TW TOP OF WALL ELECTRIC TYP TYPICAL UE UNDERGROUND ELECTRIC UBC UNIFORM BUILDING CODE OE OVERHEAD ELECTRIC UGE UNDERGROUND ELECTRIC T TELEPHONE UTIL UTILITY FO FIBER OPTIC VERT VERTICAL FUEL FUEL VC POINT OF VERTICAL CURVATURE VCP VITRIFIED CLAY PIPE GAS —PVC PVC PIPE (MISC) W WIDE OR WIDTH W/ WITH W/O WITHOUT WQCE WATER QUALITY CONTROL ELEVATION WSE WATER SURFACE ELEVATION WW WASTEWATER X SECT CROSS SECTION DETAIL TITLE YH YARD HYDRANT DETAIL TITLE 1 DETAIL NUMBER IDENTIFICATION SCALE vim— SHEET WHERE THE SECTION OR ELEVATION IS CUT OR CALLED OUT - INDICATES SAME DRAWING A SECTION NUMBER IDENTIFICATION SHEET WHERE THE SECTION IS - INDICATES SAME DRAWING X FENCE FLOW LINE OF DITCH OR WASH 5.0% SLOPE ARROW +03.54 PROPOSED SPOT ELEVATION +03.3 EXIST SPOT ELEVATION EXIST INDEX CONTOUR I WATER VALVE �S22j\ EXIST INTERMEDIATE CONTOUR ® ® PROPOSED INDEX CONTOUR PROPOSED INTERMEDIATE CONTOUR CURB AND GUTTER FIRE HYDRANT SPILL/CATCH CURB TRANSITION �- SIGN W/ POST TS ss CURB RAMP SIDEWALK CHASE SIDEWALK CONCRETE PAVING HEAVY DUTY CONCRETE PAVING HEAVY DUTY ASPHALT PAVING ASPHALT OVERLAY LIGHT DUTY ASPHALT PAVING GRAVEL PROPOSED BUILDING F�\ BUILDING ACCESS RETAINING WALL BOULDER/ROCK WALL ------------ LIMITS OF SAWCUT LIMITS OF WORK — — — — — — EASEMENT LINE PROPERTY LINE ADJACENT PROPERTY LINE/ROW MATCHLINE SECTION CALLOUT 1 DETAIL NUMBER IDENTIFICATION C1.0 SHEET WHERE THE DETAIL IS DRAWN - INDICATES SAME DRAWING DETAIL MARKER REVISION CLOUD REVISION NUMBER NOTE: SHADED ITEMS REPRESENT EXIST FEATURES DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net JVA, Inc. "lvv� 131,40?uce Street 9aulder,00 31%) 0 39903.444.1951 W W W.jvajva.com Boulder • Fon Collins • Winter Park Glenwood Springs • Denver H Q WC LL H p CL V W W Oa CL CL i LU CD S 0 LLi O D-' CV LU Project No.: 22108.00 i17 Issued For: Date: Bid Set 04.16.21 Drafted By: JPW, XT Checked By: HMM, CRH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. LEGEND AND ABBREVIATIONS C0.2 SURVEY LEGEND W— WATER LINE0 BENCHMARK AS DESCRIBED WATER VALVE ® FOUND MONUMENT ® ® WATER METER FOUND MONUMENT FIRE HYDRANT TS ss SANITARY SEWER LINE ® TEST CP O SANITARY SEWER MANHOLE (m) UTILITY LOCATED FROM MAP SD STORM DRAINAGE LINE (AM) AS MEASURED AT TIME OF SURVEY SO STORM DRAINAGE MANHOLE (C) CALCULATED FROM RECORD AND AS Wi CURB INLET MEASURED INFORMATION UE UNDERGROUND ELECTRICAL LINE (P) PLAT OE OVERHEAD ELECTRICAL LINE (R) RECORDED ELECTRICAL POLE o GUY WIRE MB MAILBOX ® ELECTRICAL TRANSFORMER 0 CONCRETE ER ELECTRICAL RISER EDGE OF ASPHALT EM ELECTRIC VAULT 0 GRAVEL X� LIGHT POLE x FENCE DECORATIVE LIGHT GUARDRAIL FO FIBEROPTIC LINE ® BOLLARD T TELEPHONE LINE TR TELEPHONE RISER —� SIGN x"/x' G GAS LINECONIFEROUS TREE (TRUNK x"/x' DIAMETER/DRIP LINE RADIUS) INDICATION OF ACCESS �a DECIDUOUS TREE (TRUNK DIAMETER/DRIP LINE RADIUS) D BUILDING BOULDER NOTE: SHADED ITEMS REPRESENT EXIST FEATURES DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net JVA, Inc. "lvv� 131,40?uce Street 9aulder,00 31%) 0 39903.444.1951 W W W.jvajva.com Boulder • Fon Collins • Winter Park Glenwood Springs • Denver H Q WC LL H p CL V W W Oa CL CL i LU CD S 0 LLi O D-' CV LU Project No.: 22108.00 i17 Issued For: Date: Bid Set 04.16.21 Drafted By: JPW, XT Checked By: HMM, CRH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. LEGEND AND ABBREVIATIONS C0.2 / I / I EXCEPTION , NO. MANHOLE W C W RIM ELEV: 5402.30' 1 INV .�N: 5398.30' INV 'IN: 5397.90 INV OUT: 5397.88' (E) W Cr SD� ---7DI UTILITY POLE 21 3-69 60/82 SAT I`RIM 2'� o/I held: base of rebar and plastic cap fou 1 stamped: "PLS 1411 (bent/disturbed) 1 z a U LIGHT POLE 343/312 (APPROXIMATE LOCATION) 0 �LLUUM IL LAID IUTILITY PC -W- R ACHFR WO. UNKNOI - SD SD OE I I I I I I DEMO TREES (TYP) I I I / r ••- ME • PROSPECT -- DEMO I r 1 .vs�e >,��wsesovi��o���isaa�aa�a��a 1 076"1' CU -DC. TO RELOCATE )IONTRACTOR ALL IRR EQUIPMENT (COORD W/ LSCAPE, TYP) DEMO TENNIS COURT I I I � CLEAR -Al U GRUB \X LANDSCA ( \ W/ LSCAPE, TYP) \ \ 1 \ 24" -DC. \ 1\ 12" -Dy. z"- XI I I I 1 © O. \ \ I \ \ so" -Dc. ) 36" -DC. X I \\ I MILL \\ L_ --,,AND OVERLAY 30" -DC. 48" -DC. \Sq X zXa'-DC. 02 I /_I I APPROX LIMITS OF 5403 SAWCU, T --- DEMO CURB AND GUTTER, REMOVE STRIPPING AND DEMO ASPHALT UP TO SAWCUT LINE `11 a URB 1 1 �TTER -AM i; CHAIN LINK FENCING BRIDG �— — / / / SEE BOUNDARY NO 5.0�- f DEY( TREE PROTECT )NC RAMP LANDIN I I PROTEO RIPRAH 9:1=010W:lF" UTILITY POLE 1130 (APPROXIMATE LOCATION) DESIGN CONCEPTS Community+Landscape Architects Lim 111v VU I. JJOJNZ --�V-----W----�✓----YJ-----W ----V----N---- North Public Road, Suice 200 AVENU UTILITY POLE 399/—^ 5 LOCATION AND PROTECTION. LafayetceC080026 �y z13 -696n ry W W W W W 3036645301 w ciclanet LIMITS OF SAWCF SD /' TREES, FENCING, ETC. WITH OWNER, ARCHITECT, ENGINEER, AND J RELEVANT CONSTRUCTION AND PHASING PLANS. 3. I PERFORMED AS PART OF THE BASE CONTRACT. 4. REMOV —AND RELOCATE UTILITY POLE CP 213-6960)73"SANITARY 5. I 6. ALL SAWCUTTING AND PAVEMENT REMOVAL SHOULD BE TO THE llROTECT M LIGHT POLE MAN ELEV: 39 L ATEg..y,1AN ftE \IM ' CURB INLE� 8. IM: 5399.16' \ I o INSTALLED PRIOR TO CONSTRUCTION. I FJ)OWLINE: 5398.70' INV IN: : 53 INV OUT: 5389 (E) � m I mA, lnc.".,.,�/1319 SUcuce street ,,e IN T: 5395.49' STORM MANHOLE 7 Boulder, to"a; L)'�"303.444.1951 0 BOLL EL 9.1 © ® / TION \RBA RE www.jvajva.com (DEMO CONIC EDGING INV IN: 53 .9 INV IN: 5394. ) / held: rebar and 1-1/2 in. aluminum cap found "PLS Boulder . Fort Collins . Winter Park WO D FCEI ® stamped 16837" Glenwood Springs. Denver )AND LANDSCAPE INV IN: 5394.5 0 INV OUT: 539Q.4� ) — REMOVE AND RELOCATE EXIST SIGN, COORDINATE SIGN RELOCATIONS WITH OWNER, TYP ALL SIGNS IN CONSTRUCTION AREA \ \\\] "o 1 \ \ I \ \ i \ \ I REMOVE AND \\ / RELOCATE EXIST SIGN \ 1\1\ SPLIT RAI L\ \ FENCING I I I I I SPEED II BUMP II III I III III III III I I I I II I IIII it /1 a 30 I I e le e e I I I LIGHT POLE w — PROTECT LIGHT POLE' 3-6959)74 _LIGHT POLE v found reba \ 21 3-69 57)76 — QEEM`O ASPHALT w i WOOD FENCING x�X a LINK FEN U ✓ FENDING %UGOLIT �7 \GR 5399.18 BATTING CAGE II AREA I I1 p x rmn l 0 I \ \ \ 0\\ \ \ \ x \\ x \ \ \ – R 5399.77 \ I \ I \ CHAIN LINK \ a FENCING X x\ GR 53 E= IGHTE BASEBALL FIELD I I Of K LyLy DEMOLITION LEGEND DEMO SUBSURFACE FEATURE DEMO SURFACE FEATURE DEMO BUILDING ABANDON SUBSURFACE FEATURE ------------ LIMITS OF SAWCUT REMOVE EXISTING TREE PROTECT EXISTING TREE DEMO ASPHALT / CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIES I LOCATION AND PROTECTION. 2. 5400, _' ADJUSTING LIMITS OF DEMOLITION AND CONSTRUCTION AS 1 p DEMOLITION, SALVAGE ITEMS, PROTECTION OF ITEMS TO REMAIN, TREES, FENCING, ETC. WITH OWNER, ARCHITECT, ENGINEER, AND J RELEVANT CONSTRUCTION AND PHASING PLANS. 3. I PERFORMED AS PART OF THE BASE CONTRACT. 4. REMOV —AND RELOCATE APPLICABLE ENGINEERS FOR DETAILED DEMOLITION INFORMATION. 5. I 6. ALL SAWCUTTING AND PAVEMENT REMOVAL SHOULD BE TO THE SIGNS, L RDINAT SIGN— 7. ALL DRY UTILITY AND ELECTRIC DEMOLITION OR RELOCATION SHOULD BE COORDINATED WITH PROPERTY OWNER, UTILITY OWNER, MECHANICAL ENGINEER, AND ARCHITECT PRIOR TO CONSTRUCTION. 8. RELOCAT NS WII-DJT0 —_ INSTALLED PRIOR TO CONSTRUCTION. 9. CONTRACTOR TO COMPLY WITH ALL REGULATORY REQUIREMENTS FOR HAZARDOUS MATERIAL REMOVAL AND DISPOSAL. 10. 6YP ALL SI 'NS LANDSCAPE ARCHITECT FOR TREE REMOVAL. OCONSTRU TION \RBA RE II f LL WO D FCEI I EE BOUNDARY NOTE:6 aJ I STRUCTURE I I // I o (D C) Z m (STONE) _10 PARK ACCE TO RE PEN DURING c, I �'/ , I 3: z I CONSgRUCT PRO 1 EI TEMPORARY ACCESS AND j // Lu LL /r—\ \ PHASIN CONSTRU TON AS REQUIREDI /gyp (CO TOR TO CO NATE ACCESS \ p L—''_ o \ INSCTOR/p*"ER, DETOUR T I )) II % © O 1 cat\ p /�Q L J1.. I L TILITY POLE 67906 — REMOVE AND RELOCATE EXIST SIGN, COORDINATE SIGN RELOCATIONS WITH OWNER, TYP ALL SIGNS IN CONSTRUCTION AREA \ \\\] "o 1 \ \ I \ \ i \ \ I REMOVE AND \\ / RELOCATE EXIST SIGN \ 1\1\ SPLIT RAI L\ \ FENCING I I I I I SPEED II BUMP II III I III III III III I I I I II I IIII it /1 a 30 I I e le e e I I I LIGHT POLE w — PROTECT LIGHT POLE' 3-6959)74 _LIGHT POLE v found reba \ 21 3-69 57)76 — QEEM`O ASPHALT w i WOOD FENCING x�X a LINK FEN U ✓ FENDING %UGOLIT �7 \GR 5399.18 BATTING CAGE II AREA I I1 p x rmn l 0 I \ \ \ 0\\ \ \ \ x \\ x \ \ \ – R 5399.77 \ I \ I \ CHAIN LINK \ a FENCING X x\ GR 53 E= IGHTE BASEBALL FIELD I I Of K LyLy DEMOLITION LEGEND DEMO SUBSURFACE FEATURE DEMO SURFACE FEATURE DEMO BUILDING ABANDON SUBSURFACE FEATURE ------------ LIMITS OF SAWCUT REMOVE EXISTING TREE PROTECT EXISTING TREE PARK ACCESS AND DETOUR NOTE: PARK TO REMAIN OPEN FOR PUBLIC ACCESS DURING CONSTRUCTION. CONTRACTOR TO PROVIDE NECESSARY VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DURING CONSTRUCTION OPERATIONS. INSTALL TEMPORARY ACCESSES AND PHASE CONSTRUCTION FOR DETOURING AS REQUIRED. COORDINATE WITH OWNER AND SUBMIT TRAFFIC CONTROL AND PEDESTRIAN CONTROL PLANS AS REQUIRED. H Q W H 0 CL V W W Oa CL CL W CD QD =U �w (7 � (") ~ W r— ►17 Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 Drafted By: JPW, XT Checked By: HMM, CRH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. EXISTING CONDITIONS AND DEMOLITION PLAN 30 0 30 60 C0m3 SCALE IN FEET DEMOLITION NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. REFER TO GENERAL NOTES FOR UTILITY LOCATION AND PROTECTION. 2. ACTUAL LIMITS MAY VARY, CONTRACTOR IS RESPONSIBLE FOR ADJUSTING LIMITS OF DEMOLITION AND CONSTRUCTION AS NECESSARY. COORDINATE DEMOLITION REQUIREMENTS, LIMITS OF DEMOLITION, SALVAGE ITEMS, PROTECTION OF ITEMS TO REMAIN, TREES, FENCING, ETC. WITH OWNER, ARCHITECT, ENGINEER, AND RELEVANT CONSTRUCTION AND PHASING PLANS. 3. ADDITIONAL DEMOLITION MAY BE REQUIRED AND IS TO BE PERFORMED AS PART OF THE BASE CONTRACT. 4. IF BUILDING DEMOLITION IS REQUIRED, REFER TO ARCHITECT AND APPLICABLE ENGINEERS FOR DETAILED DEMOLITION INFORMATION. 5. REPLACE EXISTING FLATWORK AT UTILITY TRENCHES AS REQUIRED. 6. ALL SAWCUTTING AND PAVEMENT REMOVAL SHOULD BE TO THE NEAREST JOINT. 7. ALL DRY UTILITY AND ELECTRIC DEMOLITION OR RELOCATION SHOULD BE COORDINATED WITH PROPERTY OWNER, UTILITY OWNER, MECHANICAL ENGINEER, AND ARCHITECT PRIOR TO CONSTRUCTION. 8. ALL NECESSARY EROSION AND SEDIMENTATION CONTROLS MUST BE INSTALLED PRIOR TO CONSTRUCTION. 9. CONTRACTOR TO COMPLY WITH ALL REGULATORY REQUIREMENTS FOR HAZARDOUS MATERIAL REMOVAL AND DISPOSAL. 10. REFER TO GENERAL NOTES FOR TREE PROTECTION. COORDINATE WITH LANDSCAPE ARCHITECT FOR TREE REMOVAL. PARK ACCESS AND DETOUR NOTE: PARK TO REMAIN OPEN FOR PUBLIC ACCESS DURING CONSTRUCTION. CONTRACTOR TO PROVIDE NECESSARY VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DURING CONSTRUCTION OPERATIONS. INSTALL TEMPORARY ACCESSES AND PHASE CONSTRUCTION FOR DETOURING AS REQUIRED. COORDINATE WITH OWNER AND SUBMIT TRAFFIC CONTROL AND PEDESTRIAN CONTROL PLANS AS REQUIRED. H Q W H 0 CL V W W Oa CL CL W CD QD =U �w (7 � (") ~ W r— ►17 Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 Drafted By: JPW, XT Checked By: HMM, CRH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. EXISTING CONDITIONS AND DEMOLITION PLAN 30 0 30 60 C0m3 SCALE IN FEET E. PROSPECT LAKE II — —--- ------ DEMO EXIST E�E— FENCE J— — �E�� orAJnvr Min oral err _ SAWCUT LINE rRC� REM&E- BBQ —_—�--- i—�E—p� btm� 4' DC. .5399 / / I 1 HORSESHOE PITS / I / s I ss I SS 1 ss L77 l � � i IDEMO BASKETBALL COURT 30UT a ACCESS TO R€tALN- ENDURING — CONSTRUCTION ROVIDE TE ORARY DETOURING-5535' SIGNAGE?AND PHASiTq�-AQF C OL71017 AS .R{`QUIRED (CONTf/ACTPR TO'C BftDINAfiE / — DETOURING XIY IN50ECER / CESS AND DEY&R/IfQTE __---- -5388- . 11111��— CLEAR CREEK / _ � J I I/ I/ I/ / I / / \\ '0 I-- /I A DEMOLITION LEGEND DEMO SUBSURFACE FEATURE DEMO SURFACE FEATURE DEMO BUILDING -/ f f /W / / / / ABANDON SUBSURFACE FEATURE ------------ LIMITS OF SAWCUT REMOVE EXISTING TREE PROTECT EXISTING TREE PARK ACCESS AND DETOUR NOTE: PARK TO REMAIN OPEN FOR PUBLIC ACCESS DURING CONSTRUCTION. CONTRACTOR TO PROVIDE NECESSARY VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DURING CONSTRUCTION OPERATIONS. INSTALL TEMPORARY ACCESSES AND PHASE CONSTRUCTION FOR DETOURING AS REQUIRED. COORDINATE WITH OWNER AND SUBMIT TRAFFIC CONTROL AND PEDESTRIAN CONTROL PLANS AS REQUIRED. DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net Jw41nc./I 1319 Spruce street Boulder, 00 8030'si L)i�"303.444.1951 www.jvajva.com Boulder • Fon Collins • Winter Park Glenwood Springs • Denver Z Q WW W H 0 CL V LUW Oa CL CL LU CD S 0 �w �o O D-' (") ~ LU Project No.: 22108.00 :: Issued For: Date: Bid Set 04.16.21 Drafted By: JPW, XT Checked By: HMM, CRH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. EXISTING CONDITIONS AND DEMOLITION PLAN 20 ° 20 40 COA SCALE IN FEET DEMOLITION NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. REFER TO GENERAL NOTES FOR UTILITY LOCATION AND PROTECTION. 2. ACTUAL LIMITS MAY VARY, CONTRACTOR IS RESPONSIBLE FOR ADJUSTING LIMITS OF DEMOLITION AND CONSTRUCTION AS NECESSARY. COORDINATE DEMOLITION REQUIREMENTS, LIMITS OF DEMOLITION, SALVAGE ITEMS, PROTECTION OF ITEMS TO REMAIN, TREES, FENCING, ETC. WITH OWNER, ARCHITECT, ENGINEER, AND RELEVANT CONSTRUCTION AND PHASING PLANS. 3. ADDITIONAL DEMOLITION MAY BE REQUIRED AND IS TO BE PERFORMED AS PART OF THE BASE CONTRACT. 4. IF BUILDING DEMOLITION IS REQUIRED, REFER TO ARCHITECT AND APPLICABLE ENGINEERS FOR DETAILED DEMOLITION INFORMATION. 5. REPLACE EXISTING FLATWORK AT UTILITY TRENCHES AS REQUIRED. 6. ALL SAWCUTTING AND PAVEMENT REMOVAL SHOULD BE TO THE NEAREST JOINT. 7. ALL DRY UTILITY AND ELECTRIC DEMOLITION OR RELOCATION SHOULD BE COORDINATED WITH PROPERTY OWNER, UTILITY OWNER, MECHANICAL ENGINEER, AND ARCHITECT PRIOR TO CONSTRUCTION. 8. ALL NECESSARY EROSION AND SEDIMENTATION CONTROLS MUST BE INSTALLED PRIOR TO CONSTRUCTION. 9. CONTRACTOR TO COMPLY WITH ALL REGULATORY REQUIREMENTS FOR HAZARDOUS MATERIAL REMOVAL AND DISPOSAL. 10. REFER TO GENERAL NOTES FOR TREE PROTECTION. COORDINATE WITH LANDSCAPE ARCHITECT FOR TREE REMOVAL. PARK ACCESS AND DETOUR NOTE: PARK TO REMAIN OPEN FOR PUBLIC ACCESS DURING CONSTRUCTION. CONTRACTOR TO PROVIDE NECESSARY VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DURING CONSTRUCTION OPERATIONS. INSTALL TEMPORARY ACCESSES AND PHASE CONSTRUCTION FOR DETOURING AS REQUIRED. COORDINATE WITH OWNER AND SUBMIT TRAFFIC CONTROL AND PEDESTRIAN CONTROL PLANS AS REQUIRED. DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net Jw41nc./I 1319 Spruce street Boulder, 00 8030'si L)i�"303.444.1951 www.jvajva.com Boulder • Fon Collins • Winter Park Glenwood Springs • Denver Z Q WW W H 0 CL V LUW Oa CL CL LU CD S 0 �w �o O D-' (") ~ LU Project No.: 22108.00 :: Issued For: Date: Bid Set 04.16.21 Drafted By: JPW, XT Checked By: HMM, CRH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. EXISTING CONDITIONS AND DEMOLITION PLAN 20 ° 20 40 COA SCALE IN FEET PROTECT CONC \ REMOVE AND RELOCATE SIGNS 1 WUJ PROSPECT LAKE__- _==---- DEMO IRRG ___--5401 -E—E ESE 4'DC. "6" -DC. I I 1 1 1� DEMO EXIST TREE 1 i (TYP) 5 I / 55 / 55 55 /55/ DEM / PROTECT EXIST TREE (TYP I r 4 i DEMOLITION LEGEND DEMO SUBSURFACE FEATURE DEMO SURFACE FEATURE DEMO BUILDING ly-/" / / ABANDON SUBSURFACE FEATURE ------------ LIMITS OF SAWCUT Wi REMOVE EXISTING TREE PROTECT EXISTING TREE DEMOLITION NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. REFER TO GENERAL NOTES FOR UTILITY ,-C-1-62) 2. ACTUAL LIMITS MAY VARY, CONTRACTOR IS RESPONSIBLE FOR A. ADJUSTING LIMITS OF DEMOLITION AND CONSTRUCTION AS NECESSARY. COORDINATE DEMOLITION REQUIREMENTS, LIMITS OF — SS; SS \ SS SS' TREES, FENCING, ETC. WITH OWNER, ARCHITECT, ENGINEER, AND ..' ° RELEVANT CONSTRUCTION AND PHASING PLANS. 3. ADDITIONAL DEMOLITION MAY BE REQUIRED AND IS TO BE --L------- — �� I 9 .S —`--4 5. REPLACE EXISTING FLATWORK AT UTILITY TRENCHES AS REQUIRED. s s SS CEPTION -----\ NEAREST JOINT. 7. — —.s— BE COORDINATED WITH PROPERTY OWNER, UTILITY OWNER, MECHANICAL ENGINEER, AND ARCHITECT PRIOR TO CONSTRUCTION. 8. ALL NECESSARY EROSION AND SEDIMENTATION CONTROLS MUST BE I \\� INSTALLED PRIOR TO CONSTRUCTION. 9. CONTRACTOR TO COMPLY WITH ALL REGULATORY REQUIREMENTS FOR HAZARDOUS MATERIAL REMOVAL AND DISPOSAL. 10. REFER TO GENERAL NOTES FOR TREE PROTECTION. COORDINATE WITH LANDSCAPE ARCHITECT FOR TREE REMOVAL. I' Y MANHOLE -CCP 119 -- �ROTECT T —k------ \ __ RIM ELEV: 540 4' -- _ INV IN: 539.4' (W) 1 EXIT CONC © 5401 - I OUT: 3.19' (NE) CHASE I \\ SPLIT RAI j X5400 FE ,,1 1 / \ \ / \ 4 \��� Q LIGHT I //f\'\ POLE 3689 j �c v p. . © A. AW \\\\ \�-------- ------_—_—_—_---_—_—___ \ 1 WUJ PROSPECT LAKE__- _==---- DEMO IRRG ___--5401 -E—E ESE 4'DC. "6" -DC. I I 1 1 1� DEMO EXIST TREE 1 i (TYP) 5 I / 55 / 55 55 /55/ DEM / PROTECT EXIST TREE (TYP I r 4 i DEMOLITION LEGEND DEMO SUBSURFACE FEATURE DEMO SURFACE FEATURE DEMO BUILDING ly-/" / / ABANDON SUBSURFACE FEATURE ------------ LIMITS OF SAWCUT Wi REMOVE EXISTING TREE PROTECT EXISTING TREE PARK ACCESS AND DETOUR NOTE: PARK TO REMAIN OPEN FOR PUBLIC ACCESS DURING CONSTRUCTION. CONTRACTOR TO PROVIDE NECESSARY VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DURING CONSTRUCTION OPERATIONS. INSTALL TEMPORARY ACCESSES AND PHASE CONSTRUCTION FOR DETOURING AS REQUIRED. COORDINATE WITH OWNER AND SUBMIT TRAFFIC CONTROL AND PEDESTRIAN CONTROL PLANS AS REQUIRED. DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla netVff Jw41nc."/I 1319 Spruce street Boulder, 00 a030'si L)'�"303.444.1951 www.jvajva.com Boulder • Fon Collins • Winter Park Glenwood Springs • Denver W CL ati LU CD S 0 �w O D-' (y)< w Project No.: 22108.00 i17 Issued For: Date: Bid Set 04.16.21 Drafted By: JPW, XT Checked By: HMM, CRH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. EXISTING CONDITIONS AND DEMOLITION PLAN 20 0 20 40 C005 SCALE IN FEET DEMOLITION NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. REFER TO GENERAL NOTES FOR UTILITY LOCATION AND PROTECTION. 2. ACTUAL LIMITS MAY VARY, CONTRACTOR IS RESPONSIBLE FOR ADJUSTING LIMITS OF DEMOLITION AND CONSTRUCTION AS NECESSARY. COORDINATE DEMOLITION REQUIREMENTS, LIMITS OF DEMOLITION, SALVAGE ITEMS, PROTECTION OF ITEMS TO REMAIN, TREES, FENCING, ETC. WITH OWNER, ARCHITECT, ENGINEER, AND RELEVANT CONSTRUCTION AND PHASING PLANS. 3. ADDITIONAL DEMOLITION MAY BE REQUIRED AND IS TO BE PERFORMED AS PART OF THE BASE CONTRACT. 4. IF BUILDING DEMOLITION IS REQUIRED, REFER TO ARCHITECT AND APPLICABLE ENGINEERS FOR DETAILED DEMOLITION INFORMATION. 5. REPLACE EXISTING FLATWORK AT UTILITY TRENCHES AS REQUIRED. 6. ALL SAWCUTTING AND PAVEMENT REMOVAL SHOULD BE TO THE NEAREST JOINT. 7. ALL DRY UTILITY AND ELECTRIC DEMOLITION OR RELOCATION SHOULD BE COORDINATED WITH PROPERTY OWNER, UTILITY OWNER, MECHANICAL ENGINEER, AND ARCHITECT PRIOR TO CONSTRUCTION. 8. ALL NECESSARY EROSION AND SEDIMENTATION CONTROLS MUST BE INSTALLED PRIOR TO CONSTRUCTION. 9. CONTRACTOR TO COMPLY WITH ALL REGULATORY REQUIREMENTS FOR HAZARDOUS MATERIAL REMOVAL AND DISPOSAL. 10. REFER TO GENERAL NOTES FOR TREE PROTECTION. COORDINATE WITH LANDSCAPE ARCHITECT FOR TREE REMOVAL. PARK ACCESS AND DETOUR NOTE: PARK TO REMAIN OPEN FOR PUBLIC ACCESS DURING CONSTRUCTION. CONTRACTOR TO PROVIDE NECESSARY VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DURING CONSTRUCTION OPERATIONS. INSTALL TEMPORARY ACCESSES AND PHASE CONSTRUCTION FOR DETOURING AS REQUIRED. COORDINATE WITH OWNER AND SUBMIT TRAFFIC CONTROL AND PEDESTRIAN CONTROL PLANS AS REQUIRED. DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla netVff Jw41nc."/I 1319 Spruce street Boulder, 00 a030'si L)'�"303.444.1951 www.jvajva.com Boulder • Fon Collins • Winter Park Glenwood Springs • Denver W CL ati LU CD S 0 �w O D-' (y)< w Project No.: 22108.00 i17 Issued For: Date: Bid Set 04.16.21 Drafted By: JPW, XT Checked By: HMM, CRH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. EXISTING CONDITIONS AND DEMOLITION PLAN 20 0 20 40 C005 SCALE IN FEET I EXCEPTION NO 44 21 3 69 / / / / heldbase an,ebarand plastic cap "U" staite6 "PL514112 (oenvmswroeo) STORE MASTER FUNDING III LOO 12.36-212 00 076 PIN 366W3609 PROVIDE CONSTRUCTION FENCING AROUND WORK, REFER TO PARK ACCESS AND DETOUR NOTE EXISTING INDEX CONTOUR I er r I I�-w-- ww _uNOANKNO ITYPOLN SOC YYYY S w .S.S _�_� err 'RTELCOME TO PROSPECT PARK B W SS w U�TILITYP Ss I \ Cn \ I \ l OUTLET PROTECTION 48�"D 0 o \ \ 0> /6 S I N SF X- \ 60 DO — RE— OE I EXISTING INDEX CONTOUR I EXISTING INTERMEDIATE CONTOUR aeDc. I PROPOSED INDEX CONTOUR 1 X I \ Cn \ I \ l OUTLET PROTECTION 48�"D 0 o \ \ 0> /6 S I N SF X- \ 60 DO o C) l m � I IG / /V I SCL Go-I6� \ \ —T---:�7--- CS /� CURB SOCK RCD ® 0f/ O Jn 1444 DO CW a6^-Dcin 24 DC 36 DO I I z 5399 LFOLE/' C F \ r / / y / \ / / I 12-V 0 !c' Wf/ POLE y/ I CIt STRUCTURE I x 1 c I ' 1 I (APPROXIMATE LOCATION) w W— AVE (HWY 53) _A4 -w___ _ ---- UTILIN l w w 21 6l Ss SS ' Ss 024 DO 24 DO 36 DO 1 / e —��/ / \ � O O O A DO 30 DO ---5402/ I�x x,k-_- TENNIS COURT Q v z U LL 5 x r/ CHAIN DNA FENCING aRIDc— / Y _ /6FDC \ _/ ENCLOSUREAREA LI NKFENCING) —OE —� 0^ - DO DC N 24._# ll ]p 36 Dc. e�-Dc. O 12" DO 0 V EXISTING INDEX CONTOUR (ExhibiA Parcel� EXISTING INTERMEDIATE CONTOUR 'I PROPOSED INDEX CONTOUR 1 DO I \ � \ I \ aDc i '- OUTLET PROTECTION 48�"D \ \ 0> /6 S I 80 SF X- \ 60 DO SCALE IN FEET CONSTRUCTION FENCE l ■ 1x -- O /V 1848/48./ \ / / SCL Go-I6� \ \ —T---:�7--- CS /� CURB SOCK RCD ® 0f/ A Jn 1444 DO CW \O l 24 DC 36 DO I SP 5399 LFOLE/' C F - SEDIMENTATION POND I I II\\ I \ III1I y / I 60 DV A\ O\✓�_ / JII\\ 12-V 0 !c' Wf/ POLE y/ I CIt STRUCTURE I I I 1 I (STONE) -0o i / — 12^ DO 0 I J\x x / \I 18DO \ V \1 A 66"-0C \ \ 1 z C e0D a -Dc V I 60^ -Dc. I v 1 24^ -Dc 113 C o I O I LL o 30^ Dc. A 48 DO t 1 / J �i i C o O-5 \ 24^ -Dc. 1 / I IRR DO \ 1 /--403' 'I \\ )ECVC. R \\ �) App o IJ - TE `� CE13 / WASHOUT ./ \\ —?SREFi r/ CHAIN DNA FENCING aRIDc— / Y _ /6FDC \ _/ ENCLOSUREAREA LI NKFENCING) —OE —� 0^ - DO DC N 24._# ll ]p 36 Dc. e�-Dc. O 12" DO 0 V EXISTING INDEX CONTOUR (ExhibiA Parcel� EXISTING INTERMEDIATE CONTOUR 'I PROPOSED INDEX CONTOUR 1 DO I \ 54M.\ \ I \ aDc i '- OUTLET PROTECTION 1 \ VEHICLE TRACKING CONTROL SB ® \ \ 0> /6 S I 80 SF X- \ 60 DO SCALE IN FEET CONSTRUCTION FENCE l ■ ---1--I- -- PTION I DIVERSION DITCH 1848/48./ \ / / SCL Go-I6� \ -------- —T---:�7--- CS /� CURB SOCK RCD ® / 0f/ A Jn 1444 DO CW O 4^ -DC. 4^ DC12 ® 36 DO I SP 5399 LFOLE/' C F I r/\\ r 5398 I 3689 SEDIMENTATION POND I I II\\ I \ III1I y / I 60 DV A\ O\✓�_ / JII\\ DO — \ !c' Wf/ POLE y/ I CIt STRUCTURE I I I 1 I (STONE) i / — 12^ DO 0 I / \ 1 z C 12^ DO 60^ -Dc. I v 1 24^ -Dc 113 C o I O I LL o t 1 / J �i C o of e"- c IRR DO 1 \\ )ECVC. R 30 i / �) App o IJ - SPkE BUMP b mm V A 2, \ \0 '0 L A 8-0C x \ CE 4 SILT FENCE i �(TYP) / 40 L OF DT 6 cc OPDC PR OSPECT LAKE TRACKING (KfiTROL REMOVABLE bZC IF D ON ASPHALT) \, !Iiw�l°I�i911= �uGBTPOLE V \21 369 5]/]6 IM CIN. Y /7 T OL BASEBALL FIELD DUGOUT I I ITT POLE 369 59/]4 W — o� m A 0 R PARK ACCESS AND DETOUR NOTE: PARK TO REMAIN OPEN FOR PUBLIC ACCESS DURING CONSTRUCTION. CONTRACTOR TO PROVIDE NECESSARY VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DURING CONSTRUCTION OPERATIONS. INSTALL TEMPORARY ACCESSES AND PHASE CONSTRUCTION FOR DETOURING AS REQUIRED. COORDINATE WITH OWNER AND SUBMIT TRAFFIC CONTROL AND PEDESTRIAN CONTROL PLANS AS REQUIRED. EROSION AND SEDIMENTATION NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL CONTROLS DURING INITIAL, INTERIM, AND FINAL CONDITIONS. 2. ALL CONTROLS SHALL BE INSTALLED WITHIN THE PROPERTY LINES UNLESS OTHERWISE SPECIFIED. WHEN CONSTRUCTION ACTIVITIES DISTURB ADJACENT AND/OR RIGHT-OF-WAY PROPERTIES, COORDINATION WITH PROPERTY OWNERS IS REQUIRED PRIOR TO CONSTRUCTION. (ExnitilrA Parcel D 10) I \ (ExhibitA Parcel D9) EROSION CONTROL LEGEND EXISTING INDEX CONTOUR Drafted By: EXISTING INTERMEDIATE CONTOUR HM , C Checked By: HMMCRH All drawings PROPOSED INDEX CONTOUR and written material PROPOSED INTERMEDIATE CONTOUR I \ IP 1 1 \ I OP O O OUTLET PROTECTION 1 \ VEHICLE TRACKING CONTROL SB ® \ \ 0> /6 S I 80 SF X- SILT FENCE ceHASA y\\ SCALE IN FEET CONSTRUCTION FENCE l ■ ---1--I- -- PTION I DIVERSION DITCH 1848/48./ \ / / SCL Go-I6� \ -------- —T---:�7--- CS /� CURB SOCK RCD ® ROCK CHECK DAM ROOF DRAIN DOWNSPOUT Jn 1444 DO CW ® CONCRETE WASHOUT AREA SP 5399 LFOLE/' \ I r/\\ r 5398 I 3689 SEDIMENTATION POND I I II\\ I \ III1I y / I 60 DV A\ O\✓�_ / JII\\ SURFACE ROUGHENING ITT POLE 369 59/]4 W — o� m A 0 R PARK ACCESS AND DETOUR NOTE: PARK TO REMAIN OPEN FOR PUBLIC ACCESS DURING CONSTRUCTION. CONTRACTOR TO PROVIDE NECESSARY VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DURING CONSTRUCTION OPERATIONS. INSTALL TEMPORARY ACCESSES AND PHASE CONSTRUCTION FOR DETOURING AS REQUIRED. COORDINATE WITH OWNER AND SUBMIT TRAFFIC CONTROL AND PEDESTRIAN CONTROL PLANS AS REQUIRED. EROSION AND SEDIMENTATION NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL CONTROLS DURING INITIAL, INTERIM, AND FINAL CONDITIONS. 2. ALL CONTROLS SHALL BE INSTALLED WITHIN THE PROPERTY LINES UNLESS OTHERWISE SPECIFIED. WHEN CONSTRUCTION ACTIVITIES DISTURB ADJACENT AND/OR RIGHT-OF-WAY PROPERTIES, COORDINATION WITH PROPERTY OWNERS IS REQUIRED PRIOR TO CONSTRUCTION. (ExnitilrA Parcel D 10) I \ (ExhibitA Parcel D9) EROSION CONTROL LEGEND EXISTING INDEX CONTOUR Drafted By: EXISTING INTERMEDIATE CONTOUR HM , C Checked By: HMMCRH All drawings PROPOSED INDEX CONTOUR and written material PROPOSED INTERMEDIATE CONTOUR appearing herein constitute original and + LIMITS OF WORK IP 1 1 INLET PROTECTION L_J OP O O OUTLET PROTECTION VTC ® VEHICLE TRACKING CONTROL SB ® STRAW BALE EROSION BARRIER S 80 SF X- SILT FENCE 0 SCALE IN FEET CONSTRUCTION FENCE TSD ■ TEMPORARY SLOPE DRAIN DIVERSION DITCH SCL -------- SEDIMENT CONTROL LOG CS /� CURB SOCK RCD ® ROCK CHECK DAM ROOF DRAIN DOWNSPOUT CW ® CONCRETE WASHOUT AREA SP TEMPORARY SEDIMENTATION POND ECB ® EROSION CONTROL BLANKET CSM ® CHANNEL STABILIZATION MATTING SR SURFACE ROUGHENING !c' Wf/ POLE y/ I /IDE C 6- TIO'F\I �FNCI 9 K RE R F(,,IPA 15.-D ETOUR NOTE- I /- ��C DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net JVA, Inca /I 1319 Spruce Street Boulder, 03 Ilil i UT"303.444.1951 www.jvajva.com Boulder • Fon Collins is Winter Park Glenwood Springs is Denver N QW �LU Hp CL V LUW O WCL CL LLUU CD S O �w O D-' (") ~ LU �17 t Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 Drafted By: \\ EPR CREEK HM , C Checked By: HMMCRH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. INITIAL EROSION CONTROL PLAN 40 0 40 80 CE1 0 SCALE IN FEET ■ EXCEPTION NO 44 21 369 60/32 held base orreoarand plane 'do mnno sarnpeo PL314n2 (oenuo smmeo7 STORE MASTER FUNDING III LOO ID 83-212-00 076 AtN 300043609 PROVIDE CONSTRUCTION FENCING AROUND WORK, REFER TO PARK ACCESS AND DETOUR NOTE EROSION LIGHT POLE ROCK CHECK DAM ROOF DRAIN DOWNSPOUT EROSION CONTROL LEGEND 343131 3 q UTILITY POLE (APPROXIMATE LOCATION, (amb¢A. Hamel INLET PROTECTION VEHICL TRAOKI G ONTR ECB ® EROSION CONTROL BLANKET CE1.4 (TYP) PRON, (APPROXIMATE LO LIGHT POLE I \ 3'� I A — _ EXISTING INDEX CONTOUR SB ® STRAW BALE EROSION BARRIER IS _ _ ��/-\S2�i EXISTING INTERMEDIATE CONTOUR — - r Sq0 c c c c S4p� -53 99,, ,-_, w—� wW� ,-�„-w—mow w _ �— w w w w ?0 PROPOSED INDEX CONTOUR (H �� �i UTIIJ TY POLE O. UNKNOWN 0 �l�(� Hyl3T44THAKE UITUTYA� / W-- w UTIL TYPOLEPROPOSED INTERMEDIATE CONTOUR w w w w 9 6 21/36 w w S SS --- _- —/—�PJ�--— —�-- SS SS S SS LIMITS OF WORK I SF X— SILT FENCE — Rim O /, 36 DC I — oo ' 4 12° CF _ O OE OE 0� _-GE IP 1 1 INLET PROTECTION _ b L—J 3 Q I / S� \ -0c 24 DC � 6 ' � SGL � O2 ° 30 DC ° a6�- °� lv�pc. �o��-0c. OUTLET PROTECTION II L / Er N DC 6O C. 0 1= CB as 12DCS VTC ® VEHICLE TRACKING CONTROL i ..e wig at 1 d0 ®L . Visa. ••❖• •` 60 0 (J1 24"-0C. E oil ROCK CHECK DAM ROOF DRAIN DOWNSPOUT do CW ® q El mom (amb¢A. Hamel VEHICL TRAOKI G ONTR ECB ® EROSION CONTROL BLANKET \ 4 CE1. ° OVI E REMO AB V I LIGHT POLE I \ 3'� I A 21 369 5994 2 SB ® STRAW BALE EROSION BARRIER \ \ (� DGHT POLE 44 213695]/]6 \ \ \ Y e 6o^ -DC. I �SO MKS 2C RB RO E1.6 (T P)or \ I SF X— SILT FENCE o Rim O /, 36 DC I I / 4 12° CF C CL e\ / II I �` 1 1 I a in X CONSTRUCTION FENCE �•❖••` I STRUCTURE II I1 F TSD I� /-0C I24 (STONE) 12 DC I ( I / / i - _ TEMPORARY SLOPE DRAIN lYlr.i-091l / I � I / CL !�® SEDIMEW ° �_-- CE, FLOODPLAIN I DIVERSION DITCH 60 0 (J1 24"-0C. E oil ROCK CHECK DAM ROOF DRAIN DOWNSPOUT do CW ® q El mom I VEHICL TRAOKI G ONTR ECB ® EROSION CONTROL BLANKET \ 4 CE1. ° OVI E REMO AB V I LIGHT POLE I \ 3'� I A 21 369 5994 \ (� DGHT POLE 44 213695]/]6 \ \ \ Y e I �SO MKS 2C RB RO E1.6 (T P)or \ I \ \\ Rim s S / 0-1 a in �•❖••` V I M I� /-0C I24 / A1.0��r--..—,— �—_�, lYlr.i-091l !�® ------ APPROX LIMITS OF 0 FLOODPLAIN .00 .ii Ai am CHAIN LINKFENCING (�[; BRIDGE °.�� Y /3e' -DC / 6CVC /R SCL Dc.3�. I SEDIMENT CONTROL LOG l � SCLONR \ 3p /�� CURB SOCK RFTI PARK ACCESS AND DETOUR NOTE: PARK TO REMAIN OPEN FOR PUBLIC ACCESS DURING CONSTRUCTION. CONTRACTOR TO PROVIDE NECESSARY VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DURING CONSTRUCTION OPERATIONS. INSTALL TEMPORARY ACCESSES AND PHASE CONSTRUCTION FOR DETOURING AS REQUIRED. COORDINATE WITH OWNER AND SUBMIT TRAFFIC CONTROL AND PEDESTRIAN CONTROL PLANS AS REQUIRED. EROSION AND SEDIMENTATION NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL CONTROLS DURING INITIAL, INTERIM, AND FINAL CONDITIONS. 2. ALL CONTROLS SHALL BE INSTALLED WITHIN THE PROPERTY LINES UNLESS OTHERWISE SPECIFIED. WHEN CONSTRUCTION ACTIVITIES DISTURB ADJACENT AND/OR RIGHT-OF-WAY PROPERTIES, COORDINATION WITH PROPERTY OWNERS IS REQUIRED PRIOR TO CONSTRUCTION. RCD ® ROCK CHECK DAM ROOF DRAIN DOWNSPOUT CW ® _ \\ I VEHICL TRAOKI G ONTR ECB ® EROSION CONTROL BLANKET \ 4 CE1. ° OVI E REMO AB V I LIGHT POLE I \ 3'� I A 21 369 5994 \ (� DGHT POLE 44 213695]/]6 \ \ \ Y e I �SO MKS 2C RB RO E1.6 (T P)or \ I \ \\ woo I ,owl I s S / a in I /-0C I24 / b/ PARK ACCESS AND DETOUR NOTE: PARK TO REMAIN OPEN FOR PUBLIC ACCESS DURING CONSTRUCTION. CONTRACTOR TO PROVIDE NECESSARY VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DURING CONSTRUCTION OPERATIONS. INSTALL TEMPORARY ACCESSES AND PHASE CONSTRUCTION FOR DETOURING AS REQUIRED. COORDINATE WITH OWNER AND SUBMIT TRAFFIC CONTROL AND PEDESTRIAN CONTROL PLANS AS REQUIRED. EROSION AND SEDIMENTATION NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL CONTROLS DURING INITIAL, INTERIM, AND FINAL CONDITIONS. 2. ALL CONTROLS SHALL BE INSTALLED WITHIN THE PROPERTY LINES UNLESS OTHERWISE SPECIFIED. WHEN CONSTRUCTION ACTIVITIES DISTURB ADJACENT AND/OR RIGHT-OF-WAY PROPERTIES, COORDINATION WITH PROPERTY OWNERS IS REQUIRED PRIOR TO CONSTRUCTION. RCD ® ROCK CHECK DAM ROOF DRAIN DOWNSPOUT CW ® CONCRETE WASHOUT AREA SP TEMPORARY SEDIMENTATION POND ECB ® EROSION CONTROL BLANKET CSM ® CHANNEL STABILIZATION MATTING SR SURFACE ROUGHENING r S L SCL SILT Ne / POLE U / E1.4 TYP) 1 // — J I Por" 4 / X -- 3.-0C 60 DC yC?/ I 3"-0C all 1.5 OUTLET \\\ \\\.:. \ l � / I W voce / PROTECTION 4, \ b - 4-1°x I ROSPECT LAKE , , PROSPECT LAKE II ___- __. ';� _ i' Cis— / oil AIL SPLIT— � / c 1«r __�_�' i pOoi/ II I II (.poi s` //� 5SC)S r9� SF 111 I/ 40 01 / \ CONIC -5396 CE1.3 0 00 _ D9� 1 \ ' II 1 � I F WE r k /° / V NSTRU(IjTION FENCIN REST- ® V \ _ _ _ X ROOMS � + I I- A U F3jC, REFER TO ---- / 5402— t 'S� \ / / ACC48 DC D D DETOUR NO E 2 / I / I BENCHM RK .• / / 42-D / '� � � ' \ V I / _ I �' — a \ 00 ®e a S \\I CE1.4 NY P Gil td�� \ �/ / 24 x� \ i� -: > . V. .°°. +/ i 55 //moi +/ 3.-D I o, 1 �D I cs* I o 6 1 55 5 1 \ I P/ ILT F DC 4 / I /1+ C I - �i Ei. (TY 96 24.11 \l I% IosK bJ oN / r ! \ r \lAv / icecTloN —Sol /// + / V / I iv I 24" -Dc. LNv 24c.\IA P 6 \\V 5401' ='L � c-Aib,�Sf /i �o+ /+/ _ 9a ��` _ �F °._Dc. I �� °OC 1111 \ 34e/4o i\ / ° °s s 3/ \ 9 / \ 112 DC J `ll /• / OC \ 1� --- MosK� A aoD��l /I IQ 6// / 2 URB ROCK K /1� CE1 3 ONSTRCUTION FEN o.���� P TRA L / J ° / swa131j _— -- 4 A id -5 \VA _--- � \ �RICLE GF T 0 eb DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net JVA, Inc. /I 1319 su+�ce street Boulder, 03 aill UT 303.444.1951 www.jvajva.com Boulder • Fon Collins • Winter Park Glenwood Springs • Denver W Q� W Hp VCL LUW O Q W= CL LU C) Q0 =U �w O D LU ►17 Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 " _� ,' 144 DC / CE1.5 . � TYP) � cD'S�� ,c � _ 036^� �� I\ %50 ` (TYP) 3g9 // ��� .,g9T- / / y�9 ��s �� / 5 C Drafted B JPW XT ROSION COId��L(INKE Y� , ' DGHT / CF% �' � -= � 'i =' � R GREEK Checked By: HMM, CRH \ f / \ _ �- , 5390 �� A \_ 1 P68 \ X9O /,.. / ��i' _ All drawings and written material t I 3639 36^ -Dc. —' I /� — — — �_ /%/ �: �� _ _ _ _ appearing herein constitute original and ^ unpublished work of Design Concepts and �— = P\(\\may not beduplicated, used or disclosed.60-EV i 3o^�c.� ao"-Dc. 'T'Sc. PROTECTION INTERIM (ExhibitA Parcel D 9) 120I—__ _ _--_ EROSION aRIRA (ExtIORAPa¢eID10) CONTROL PLAN 40 0 40 80 SCALE IN FEET CE1 ■ 1 EXCEPTION A" LIN NO 44 !main=WW • / / 1 /. 4��aer� .. LET -'O ''UITUTYPOLE 21 A696 182 9. SS held base of RID3�3nhd Albania cap found burped F�L131.101 un" 36 PC STORE MASTER FUNDING Ill IF 39 212 00 076 PIN 300043609 Sisson d® ®i' • :1 REMOVE/ / 9s�t♦i_!��L� OEM IIIIIIIIIIIIIIIIIN APPROX LIMITS / 11FLOODPLAIN 24 C "x \` DGHT POLE Q ` A 213695]/]6 EM CR R�K SOC- \ I I i I Nzl- I .3";✓ iI I \ -- --- / 24"-0C / V PARK ACCESS AND DETOUR NOTE: PARK TO REMAIN OPEN FOR PUBLIC ACCESS DURING CONSTRUCTION. CONTRACTOR TO PROVIDE NECESSARY VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DURING CONSTRUCTION OPERATIONS. INSTALL TEMPORARY ACCESSES AND PHASE CONSTRUCTION FOR DETOURING AS REQUIRED. COORDINATE WITH OWNER AND SUBMIT TRAFFIC CONTROL AND PEDESTRIAN CONTROL PLANS AS REQUIRED. EROSION AND SEDIMENTATION NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL CONTROLS DURING INITIAL, INTERIM, AND FINAL CONDITIONS. 2. ALL CONTROLS SHALL BE INSTALLED WITHIN THE PROPERTY LINES UNLESS OTHERWISE SPECIFIED. WHEN CONSTRUCTION ACTIVITIES DISTURB ADJACENT AND/OR RIGHT-OF-WAY PROPERTIES, COORDINATION WITH PROPERTY OWNERS IS REQUIRED PRIOR TO CONSTRUCTION. RCD ® ROCK CHECK DAM A ROOF DRAIN DOWNSPOUT EROSION CONTROL LEGEND CW J�y _ ® EXISTING INDEX CONTOUR SP TEMPORARY EXISTING INTERMEDIATE CONTOUR ECB ® EROSION CONTROL BLANKET CSM ® CHANNEL STABILIZATION MATTING SR SURFACE ROUGHENING LIN G -5399.c �� --- 20�� W w w w W PROPOSED INDEX CONTOUR —EST 44TH AVE. (HV✓V59J A e1y oTislPOLE c� v 2j�� PROPOSED INTERMEDIATE CONTOUR Lb W W SS ss s LIMITS OF WORK CHAIN LINK FENCING �' • / / BPI DGE\ TC24'.#DE- �� OE IP 1 1 INLET PROTECTION •11 11111 Jill ill 11111 1111 L—J e 30 N� 2. c PC PC OP O O OUTLET PROTECTION 24 C "x \` DGHT POLE Q ` A 213695]/]6 EM CR R�K SOC- \ I I i I Nzl- I .3";✓ iI I \ -- --- / 24"-0C / V PARK ACCESS AND DETOUR NOTE: PARK TO REMAIN OPEN FOR PUBLIC ACCESS DURING CONSTRUCTION. CONTRACTOR TO PROVIDE NECESSARY VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DURING CONSTRUCTION OPERATIONS. INSTALL TEMPORARY ACCESSES AND PHASE CONSTRUCTION FOR DETOURING AS REQUIRED. COORDINATE WITH OWNER AND SUBMIT TRAFFIC CONTROL AND PEDESTRIAN CONTROL PLANS AS REQUIRED. EROSION AND SEDIMENTATION NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL CONTROLS DURING INITIAL, INTERIM, AND FINAL CONDITIONS. 2. ALL CONTROLS SHALL BE INSTALLED WITHIN THE PROPERTY LINES UNLESS OTHERWISE SPECIFIED. WHEN CONSTRUCTION ACTIVITIES DISTURB ADJACENT AND/OR RIGHT-OF-WAY PROPERTIES, COORDINATION WITH PROPERTY OWNERS IS REQUIRED PRIOR TO CONSTRUCTION. RCD ® ROCK CHECK DAM A ROOF DRAIN DOWNSPOUT EROSION CONTROL LEGEND CW ® EXISTING INDEX CONTOUR SP TEMPORARY EXISTING INTERMEDIATE CONTOUR ECB ® EROSION CONTROL BLANKET CSM ® CHANNEL STABILIZATION MATTING SR SURFACE ROUGHENING c G -5399.c �� --- 20�� W w w w W PROPOSED INDEX CONTOUR —EST 44TH AVE. (HV✓V59J A e1y oTislPOLE c� v 2j�� PROPOSED INTERMEDIATE CONTOUR Lb W W SS ss s LIMITS OF WORK TC24'.#DE- OE IP 1 1 INLET PROTECTION I Dc 24^ -Dc. � �-0c. o ae'- °� L—J e 30 N� 2. c PC PC OP O O OUTLET PROTECTION S VTC ® VEHICLE TRACKING CONTROL (ExhibiA Parcel '\ 5400, // L SB ® STRAW BALE EROSION BARRIER o^ -Dc REMOIVrmVEHICLE-Tg _ F SF X— SILT FENCE 36 D SCLREMOVE CON WASHOUT x CONSTRUCTION FENCE IT STRUCTURE lyl I� TSD 12 PC TEMPORARY SLOPE DRAIN REAIOV SED14 NT CONTROL LOGS r 0 (TY \ SCL Ir 0 IDIVERSION � 12 PC DITCH 24^ -Dc O I IaOC SCL / � IRR �i � ° �0. SEDIMENT CONTROL LOG ^ CP o ^_Dc. :: �e"�Dc. R CURB SOCK 24 C "x \` DGHT POLE Q ` A 213695]/]6 EM CR R�K SOC- \ I I i I Nzl- I .3";✓ iI I \ -- --- / 24"-0C / V PARK ACCESS AND DETOUR NOTE: PARK TO REMAIN OPEN FOR PUBLIC ACCESS DURING CONSTRUCTION. CONTRACTOR TO PROVIDE NECESSARY VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DURING CONSTRUCTION OPERATIONS. INSTALL TEMPORARY ACCESSES AND PHASE CONSTRUCTION FOR DETOURING AS REQUIRED. COORDINATE WITH OWNER AND SUBMIT TRAFFIC CONTROL AND PEDESTRIAN CONTROL PLANS AS REQUIRED. EROSION AND SEDIMENTATION NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL CONTROLS DURING INITIAL, INTERIM, AND FINAL CONDITIONS. 2. ALL CONTROLS SHALL BE INSTALLED WITHIN THE PROPERTY LINES UNLESS OTHERWISE SPECIFIED. WHEN CONSTRUCTION ACTIVITIES DISTURB ADJACENT AND/OR RIGHT-OF-WAY PROPERTIES, COORDINATION WITH PROPERTY OWNERS IS REQUIRED PRIOR TO CONSTRUCTION. RCD ® ROCK CHECK DAM A ROOF DRAIN DOWNSPOUT CW ® CONCRETE WASHOUT AREA SP TEMPORARY SEDIMENTATION POND ECB ® EROSION CONTROL BLANKET CSM ® CHANNEL STABILIZATION MATTING SR SURFACE ROUGHENING 1 DOLT / POLE EMOVE/ FENCE `� J l POLE 8"-0C / / I 180 1 W voce /� T � 'J�/ 5ell- 40 PROSPECT LAKE 3';� ,- I \ _ C REMOVE CONSTRCUTION FENCE -'- oo/ ` Da / svuT a v—' /02 / 12a a' ESNc c nj.� 00 W REST- Rurd., ° ^". ® —_I `-- — — — —'ClictICT ° BENCH ° .: l 8'0i \ ' e All DOVE SIL F E O II '4•-0C 0 �YP 24_11 Vl V / / oN / cT / r l A / �FX lOa�T//!F / V / W\ N^ P.Ln 24"-0c. J� 24 c. \\\ — /sce sj4br� >� / N' o^-Dc.� � I PnoN \ / / `1—' 1' \\\\ \ , a — �L 5 / / , 5 / / n f e W , \4��°O ,ea to 12"-D! cw/T----------\ S C/a¢s./ /^ / \ D� v \113 i _ �' \ _ _ % v CEPTION _-- __ __ ll, 36 N RE E 1 II\ \\ WA HO T AREA raeza, _ = — — — — \-� \ \ �I / KIDSK. ��• W CLE s�ONTROL i,1395— //' !/1 - - I saoo — — \ DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net Jw41nc. 1319 Spruce Street Boulder, 03 Bb4'dsi U T 303.444.1951 www.jvajva.com Boulder is Fon Collins is Winter Park Glenwood Springs is Denver W C) S 0 �w i o � (") E-- < r— ►17 t Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 \14 A 144 PC \\ / REMOVE CURB ROCK// � 1 N� _ / 036 SOCKS TYP �" \' C / _f / 97 / �'moi [�( Drafted By: JPW, XT ECB / Cf2% COIdUPNKE / _ _ j ` / r /�/\l = /,�, Checked By: F CRH POL \ L� 7e C / '/ice All drawings and written material 36e0 appearing herein constitute original and I I I \ I \\ + C — / / / 0 — r / — unpublished work of Design Concepts and 60 EV \ \' — — — — — / \ ` ^` �� �_ \�\jr — may not be duplicated, used or disclosed. AID PC 30 PC f!\� - - -5395 53903 - PII' cD PROTECTION FINAL EROSION �/ /--�1 — —!/ 2 I ,E" -0p _ __ (ExhmltA. Parcel D9) \x,539 120 ;.!;\�1 CONTROL aRIDG •l a — _ — �V�� ��V (Exhibit Parcel D 10) PLAN 40 0 40 80 SCALE IN FEET CE1 i THIS STORMWATER MANAGEMENT PLAN IS TO BE RETAINED AND MAINTAINED ONSITE INCLUDING FINAL LANDSCAPING PLANS AND ANY OTHER EROSION CONTROL DOCUMENTATION. A SWMP ADMINISTRATOR WILL BE DESIGNATED BY THE CONTRACTOR AND IS RESPONSIBLE FOR DEVELOPING, IMPLEMENTING, MAINTAINING, AND REVISING THIS SWMP. THE SWMP ADMINISTRATOR IS THE CONTACT FOR ALL SWMP-RELATED ISSUES AND IS RESPONSIBLE FOR ITS ACCURACY, COMPLETENESS, AND IMPLEMENTATION. THE FOLLOWING HAS BEEN DESIGNATED AS THE SWMP ADMINISTRATOR FOR THIS PROJECT: NAME: CONTACT INFO: THE SITE IS LOCATED AT W 44TH AVE AND ROBB STREET, AND AT APPROXIMATELY 39'46'41.63" N LATITUDE, 105'07'34.14" W LONGITUDE. THE PROPOSED PROJECT CONSISTS OF PARKING, OVERLOT GRADING, BUILDING CONSTRUCTION, PAVING OF SIDEWALKS, PLAY AREAS, PARKING LOTS, ENTRANCE DRIVES, UTILITY INFRASTRUCTURE CONSTRUCTION IN THE CITY OF WHEAT RIDGE. THE TOTAL SITE AREA IS APPROXIMATELY 4.86 ACRES WITH AT TOTAL DISTURBANCE OF 4.86 ACRES. NO AREAS GREATER THAN 40 ACRES SHALL BE DISTURBED AT ANY GIVEN TIME. NO CONSTRUCTION ACTIVITIES SHALL OCCUR OFFSITE OR OUTSIDE OF THE CONSTRUCTION LIMITS SHOWN ON THE CONSTRUCTION DOCUMENTS. THE SEQUENCE OF CONSTRUCTION STARTS IS AS FOLLOWS: PHASE ESTIMATED ACTUAL CONSTRUCTION START JULY, 2018 ROAD AND OVERLOT GRADING JULY, 2018 UTILITY CONSTRUCTION JULY. 2018 BUILDING CONSTRUCTION AUGUST, 2018 PAVING AUGUST, 2018 SITE RESTORATION OCTOBER, 2018 THE EXISTING SITE CONSISTS OF DEVELOPED LAND, NATIVE GRASSLAND, VEGETATION, AND IS APPROXIMATELY 50% COVERED WITH VEGETATIVE GROUND COVER. THE ESTIMATED HISTORIC AND DEVELOPED RUNOFF COEFFICIENTS ARE 0.55 AND 0.66 RESPECTIVELY. OFFSITE RUNOFF FLOWS ONTO THE PROPERTY FROM ONSITE FLOWS ARE FROM W 44TH AVENUE. ONSITE FLOWS ARE TREATED FOR WATER QUALITY AT 3 RAINGARDENS AND SENT TO PROSPECT LAKE, W 44TH AVENUE STORM INFRASTRUCTURE, AND CLEAR CREEK. A DRAINAGE REPORT FOR THIS DEVELOPMENT HAS BEEN SUBMITTED TO THE ENGINEER CITY OF WHEAT RIDGE. OTHER POTENTIAL POLLUTION SOURCES DO NOT EXIST AT THIS SITE. NON-STORMWATER COMPONENTS OF THE DISCHARGE ARE NOT LOCATED ON THIS SITE. BEST MANAGEMENT PRACTICES FOR STORMWATER MANAGEMENT NON STRUCTURAL BMPS WILL BE IMPLEMENTED TO THE MAXIMUM EXTENT POSSIBLE. THE UTILIZATION OF NON STRUCTURAL BMPS WILL BE AN ONGOING PROCESS DIRECTED AT PREVENTING EROSION. THE NON STRUCTURAL BMPS WILL RECEIVE CONTINUOUS EMPHASIS THROUGHOUT CONSTRUCTION BECAUSE THEY AVERT PROBLEMS BEFORE THEY OCCUR AND REDUCE THE NEED FOR STRUCTURAL BMPS. NON STRUCTURAL BMPS WILL CONSIST PRIMARILY OF PRESERVATION OF EXISTING MATURE VEGETATION AND TREES, PLANNING AND SCHEDULING CONSTRUCTION ACTIVITIES AIMED AT ACHIEVING THE GOAL OF MINIMIZING EROSION. FURTHERMORE, CONSTRUCTION PERSONNEL WILL BE INSTRUCTED AND SUPERVISED IN CONSTRUCTION METHODS CONSISTENT WITH EROSION PREVENTION PRACTICES. PLANNED STRUCTURAL BMPS FOR EROSION AND SEDIMENT CONTROL ARE SHOWN ON THE EROSION AND SEDIMENTATION CONTROL PLAN. IMPLEMENTING THESE MEASURES SHOULD MINIMIZE NUISANCE SILT AND SEDIMENTATION EXITING THE SITE AND PREVENT CLOGGING EXISTING STORM SEWERS AND STREET GUTTERS. APPLICATION OF THESE BMPS FOR STORMWATER MANAGEMENT ARE FOR CONSTRUCTION PERIODS AND ARE CONSIDERED TEMPORARY. POST -DEVELOPMENT STORMWATER MANAGEMENT IS PROVIDED THROUGH (VEGETATED LANDSCAPED AREAS, GRASSED SWALES, RIPRAP PROTECTION, STORM COLLECTION SYSTEM, AND THE UTILIZATION OF THE PERMANENT DETENTION AND WATER QUALITY POND. VEHICLE TRACKING CONTROL (VFC): A STABILIZED CONSTRUCTION ENTRANCE WILL BE PROVIDED AT W 44TH AVENUE. THE CONSTRUCTION ACCESS AND PARKING WILL BE GRADED AND COVERED WITH A CRUSHED STONE BASE COURSE DURING CONSTRUCTION. THE VEHICLE TRACKING CONTROL WILL BE RELOCATED WITH THE CONSTRUCTION ACCESS AS NECESSARY. SILT FENCING (Si AND SEDIMENT CONTROL LOGS (SCL)l SILT FENCING AND SEDIMENT CONTROL LOGS SHALL BE INSTALLED WITH RESPECT TO PROPOSED DRAINAGE PATTERNS. SILT FENCE AND SEDIMENT CONTROL LOGS SHALL BE CONSTRUCTED ALONG THE PORTIONS OF THE (EAST, WEST, SOUTH, NORTH) SIDE OF THE PROPERTY AND ALONG ANY DRAINAGE AREAS SUBJECT TO EROSION. THE SILT FENCING AND SEDIMENT CONTROL LOGS SHALL BE INSTALLED AT THE DOWNHILL SIDE OF THE EXISTING SLOPES ACROSS THE SITE AND AT ALL POINT DISCHARGE AREAS WHETHER SHOWN OR NOT, SILT FENCE AND SEDIMENT CONTROL LOGS SHALL BE MAINTAINED AS NEEDED THROUGHOUT THE CONSTRUCTION PROCESS. THE TEMPORARY SILT FENCE AND SEDIMENT CONTROL LOGS WILL REMAIN UNTIL THE STORM SEWER STRUCTURES ARE COMPLETED AND GROUND COVER IS EFFECTIVE. INLET PROTECTION (IP): THE INLET PROTECTION WILL BE INSTALLED AS THE STORM SEWER STRUCTURES ARE CONSTRUCTED. EACH INLET ON THE PROPOSED STORM SEWER SYSTEM WILL HAVE A TEMPORARY INLET SEDIMENT TRAP CONSTRUCTED AROUND IT. IN PAVED AREAS, THIS TRAP CONSISTS OF (WIRE MESH SOCKS, CONCRETE BLOCKS, AND/OR SCREENS) TO FILTER THE STORM RUNOFF AND ALLOW ANY SILT TO SETTLE OUT, IN FIELDS OR LANDSCAPED AREAS THIS TRAP CONSISTS OF (WIRE MESH SOCKS, STRAW BALE BARRIERS). STRAW BALE DROP STRUCTURES DAMS (SB): STRAW BALE BARRIERS WILL BE INSTALLED TO PROTECT THE PROPOSED SWALES PRIOR TO LANDSCAPING THE SITE. THESE BARRIERS WILL REDUCE THE FLOW VELOCITY IN THE SWALES AND ALLOW THE DISTURBED SOIL TO SETTLE OUT. ROCK CHECK DAMS (RCD): ROCK CHECK DAMS WILL BE INSTALLED AS SHOWN AND MAINTAINED AT LOCATIONS AROUND THE SITE WHERE FUTURE GRASS LINES SWALES WILL CARRY THE STORM RUNOFF. PRIOR TO LANDSCAPING OF THE SITE, THESE BARRIERS WILL REDUCE THE FLOW VELOCITIES IN THESE SWALES AND ALLOW THE DISTURBED SOIL TO SETTLE OUT. THE ROCK CHECK DAMS WILL BE LEFT IN PLACE AS PART OF THE PERMANENT STORMWATER MANAGEMENT PLAN. OUTLET PROTECTION (OP): THE STORM SEWER OUTLETS WILL BE PROTECTED WITH RIPRAP. PLACING RIPRAP AT PIPE OUTFALLS REDUCES EXIT VELOCITIES AND REDUCES SCOUR. THIS RIPRAP WILL BE LEFT IN PLACE AS PART OF THE PERMANENT STORMWATER MANAGEMENT PLAN. DIVERSIONS DIKES (DD): SEVERAL DIVERSION DIKES ARE TO BE INSTALLED TO DIRECT STORMWATER TO PROPOSED SWALES OR PROPOSED GUTTER PLANS. THESE TEMPORARY DIVERSIONS WILL BE NECESSARY UNTIL ALL INLETS BECOME FUNCTIONAL, SURROUNDED WITH PAVEMENT. OVERLOT GRADING: ALL OPEN AREAS WILL BE TREATED WITHIN 14 DAYS OF COMPLETION OF THE OVERLOT GRADING. ALL OVERLOT GRADING IN THE NON -IRRIGATED AREAS WILL HAVE THE SURFACE ROUGHENED AND WILL BE PERMANENTLY LANDSCAPED OR TEMPORARILY SEEDED UNTIL THE PLANNED INSTALLATIONS ARE COMPLETED. AT THE COMPLETION OF THE MASS GRADING, ALL EXPOSED SOIL AREAS WILL HAVE THE SURFACE ROUGHENED AND PLANTED WITH A REVEGETATION SEED MIX. VEGETATION IS TO BE MAINTAINED THROUGHOUT CONSTRUCTION BY THE CONTRACTOR UNTIL AREAS ARE PERMANENTLY LANDSCAPED. ALTERNATELY, ROUGH -CUT DRIVEWAYS OR PROPOSED PAVED AREAS CAN BE COVERED WITH A LAYER OF AGGREGATE, ROAD BASE OR ASPHALT PAVING. DUST CONTROL MEASURES: DISTURBED AREAS NOT YET READY TO BE SEEDED, LANDSCAPES, PAVED, OR OTHERWISE STABILIZED SHALL BE WATERED, OR RIPPED AS NECESSARY TO PRECLUDE VISIBLE DUST EMISSIONS. ITEMS ARE SCHEDULED TO BE IMPLEMENTED ACCORDING TO THE CONSTRUCTION SCHEDULE. AS WORK PROCEEDS, IMPLEMENTATION OF INDIVIDUAL BMPS IS TO COINCIDE WITH THE CONSTRUCTION THEREBY MINIMIZING THE EXPOSURE OF UNPROTECTED AREAS. THE SILT FENCE, INLET PROTECTION (FOR EXISTING INLETS), AND GRAVELING OF THE CONSTRUCTION ENTRANCE WILL BE PERFORMED WHEN THE GRADING BEGINS. THE INLET PROTECTION WILL BE INSTALLED AS THE STORM SEWER STRUCTURES ARE CONSTRUCTED. THE RIPRAP PROTECTION WILL BE INSTALLED AS THE STORM SEWER OUTFALLS OR CULVERTS ARE CONSTRUCTED, THE STRUCTURAL BMPS THAT DO NOT BECOME PART OF THE PERMANENT STORMWATER MANAGEMENT PLAN ARE TO BE REMOVED, AS THE PAVING, LANDSCAPING, AND OTHER PERMANENT GROUNDCOVER INSTALLATIONS ARE COMPLETED. FUGITIVE DUST EMISSIONS RESULTING FROM GRADING ACTIVITIES AND/OR WIND SHALL BE CONTROLLED USING THE BEST AVAILABLE CONTROL TECHNOLOGY AS DEFINED BY THE COLORADO DEPARTMENT OF HEALTH AT THE TIME OF GRADING. THE GRAVELING IS TO BE MAINTAINED AND EXTENDED CONSTRUCTION PROGRESSES ESPECIALLY AROUND THE BUILDING SITE. THE STRUCTURAL BMPS ARE TO BE REMOVED, AS THE PERMANENT LANDSCAPING INSTALLATIONS ARE COMPLETED. THE EROSION AND SEDIMENT CONTROL PLAN MAY BE MODIFIED BY THE DEPARTMENT OF HIGHWAYS AND TRANSPORTATION, OWNER'S ENGINEER, COUNTY ENGINEERING INSPECTORS, MUNICIPALITY, OR ITS AUTHORIZED REPRESENTATIVE AS FIELD CONDITIONS WARRANT. STORMINATER DETEN7I0111 AND WATER QUALITY: STORMWATER DETENTION IS PROVIDED ONSITE IN DETENTION AREA. WATER QUALITY TREATMENT IS PROVIDED ONSITE IN WATER QUALITY AREA. TEMPORARY SEEDING AND MULCHING: ALL SEEDS FURNISHED SHALL BE FREE FROM NOXIOUS SEEDS SUCH AS RUSSIAN OR CANADIAN THISTLE, COURSE FESCUE, EUROPEAN BINDWEED, JOHNSON GRASS, KNAPWEED, AND LEAFY SPURGE. THE FORMULA USED FOR DETERMINING THE QUALITY OF PURE LIVE SEED (PLS) SHALL BE (POUNDS OF SEED) X (PURITY) X (GERMINATION) = POUNDS OF PURE LIVE SEED (PLS). SEEDING RECOMMENDATIONS ARE PROVIDED BELOW, BUT MAY BE MODIFIED WITH THE OWNER'S APPROVAL TO MAKE THE BEST USE OF EXISTING CLEARINGS AND GRUBBINGS: SPECIES COMMON NAME VARIETY LBS/ACRE AGROPYRON SMITH WESTERN WHEATGRASS ARRIBA 8.0 ARRHENATHERUM ELATES TALL OATGRASS ME PERIMETER 3.0 LOLIUM PERENNE PERENNIAL RYEGRASS PENNFINE 2.0 ALL SEEDS SHALL BE DRILLED NOT HYDROSEEDED. ALL DISTURBED AREAS SHALL BE SEEDED AND CRIMP MULCHED IF PERMANENT VEGETATION IS NOT IMMEDIATELY INSTALLED. AFTER SEEDING HAS BEEN COMPLETED, A RATE OF 4,000 LBS. OF STRAW PER ACRE SHALL BE APPLIED UNIFORMLY, CRIMPED IN WITH A CRIMPER OR OTHER APPROVED EQUIPMENT OR OTHERWISE ATTACHED. A TACKIFIER OR JUTE NETTING TO ATTACH MULCH MAY BE USED WITH THE OWNER'S APPROVAL. THE SEEDED AREA SHALL BE CRIMPED MULCHED AND THE MULCH ATTACHED WITHIN TWENTY-FOUR (24) HOURS AFTER SEEDING. AREAS NOT MULCHED AND ATTACHED WITHIN TWENTY-FOUR (24) HOURS AFTER SEEDING MUST BE RESEEDED WITH THE SPECIFIED MIX AT THE CONTRACTOR'S EXPENSE, PRIOR TO MULCHING AND ATTACHING. ON STEEP SLOPES OR OTHER SPECIFIED AREAS AS SHOWN ON THE PLANTING PLAN, WHICH ARE DIFFICULT TO MULCH AND ATTACH BY CONVENTIONAL METHOD, BURLAP OR OTHER BLANKETING MATERIALS PROPERLY ANCHORED AND SECURED MAY BE USED WHEN APPROVED BY THE CITY OF WHEAT RIDGE ENGINEER. PERMANENT STABILIZATION MEASURES RIPRAP FOR STORM DRAIN OUTFALLS AND ROCK CHECK DAMS WILL BECOME PART OF THE PERMANENT STORMWATER MANAGEMENT PLAN AND WILL NOT BE REMOVED. PERMANENT LANDSCAPING WILL INCLUDE SODDING, SEEDING, TREES, SHRUBS, OR OTHER VEGETATIVE COVER TO OPEN AREAS. NATIVE PERENNIAL SEEDING WILL BE ESTABLISHED IN NON -IRRIGATED AREAS AND SOD OR OTHER VEGETATIVE COVER WILL BE ESTABLISHED IN IRRIGATED OPEN AREAS. ALL PERMANENT STABILIZATION MEASURES WILL BE SPECIFIED BY THE LANDSCAPE ARCHITECT OR OWNER. MATERIALS AND SPILL PREVEN7I101il: THE CONTRACTOR WILL STORE CONSTRUCTION MATERIALS AND EQUIPMENT IN CONFINED AREAS ON SITE FROM WHICH RUNOFF WILL BE CONTAINED AND FILTERED. MATERIALS WILL BE STORED OFF THE GROUND AND PROTECTED FROM THE WEATHER BY A COVER OR STORED IN A CONTAINER SUCH AS A VAN OR TRAILER. AN EARTHEN DIKE WILL BE CONSTRUCTED AROUND THE PERIMETER OF THE FUEL STORAGE AREA TO PREVENT MATERIALS FROM CONTACT WITH SURFACE RUNOFF. EQUIPMENT MAINTENANCE WILL BE PERFORMED IN A DESIGNATED AREA AND STANDARD MAINTENANCE PROCEDURES, SUCH AS THE USE OF DRIP PANS, WILL BE USED TO CONTAIN PETROLEUM PRODUCTS. INSPECTION AND MAINTENANCE: THE EROSION CONTROL MEASURES WILL BE INSPECTED DAILY DURING CONSTRUCTION BY THE CONTRACTOR AND AFTER EACH RAIN EVENT. ALL INSPECTIONS SHALL BE DOCUMENTED AND SHALL INCLUDE THE DATE OF INSPECTION, ANY INCIDENCE OF NON-COMPLIANCE, SIGNED CERTIFICATION THAT THE SITE IS IN COMPLIANCE, AND ANY NOTES, DRAWINGS, MAPS, ETC. PERTAINING TO REPAIRS. COPIES OF ALL DOCUMENTATION SHALL BE DISTRIBUTED TO MUNICIPALITIES AND OWNER ON A REGULAR BASIS AS SPECIFIED BY OWNER. SILT FENCE AND STRAW BALE BARRIERS WILL BE CHECKED FOR UNDERMINING AND BYPASS AND REPAIRED OR EXPANDED AS NEEDED. SEDIMENT SHOULD BE REMOVED FROM INLET FILTERS AND SILT FENCING BEFORE ONE HALF OF THE DESIGN DEPTH HAS BEEN FILLED. SEDIMENTS DEPOSITED IN THE PUBLIC RIGHTS-OF-WAY WILL BE REMOVED IMMEDIATELY. THE TEMPORARY VEGETATION OF BARE SOILS WILL BE CHECKED REGULARLY AND AREAS WHERE ITIS LOST OR DAMAGED WILL BE RESEEDED. AT MINIMUM THE CONTRACTOR OR HIS AGENT SHALL INSPECT ALL BAPS EVERY 14 DAYS AND AFTER SIGNIFICANT PRECIPITATION OR SNOWMELT EVENTS. INSTALLATIONS AND MODIFICATIONS AS REQUIRED BY THE CITY OF WHEAT RIDGE WILL BE IMPLEMENTED WITHIN 48 HOURS OF NOTIFICATION. CONTRACTOR SHALL REMOVE TEMPORARY EROSION CONTROL MEASURES AND REPAIR AREAS AS REQUIRED AFTER VEGETATION IS ESTABLISHED AND ACCEPTED BY OWNER AND MUNICIPALITY. FINAL STABILIZATION AND LONG-TERM STORMWATER QUALITY: FINAL STABILIZATION IS REACHED WHEN ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED, AND UNIFORM VEGETATIVE COVER HAS BEEN ESTABLISHED WITH A DENSITY OF AT LEAST 70% OR PRE -DISTURBANCE LEVELS OR EQUIVALENT PERMANENT, PHYSICAL EROSION REDUCTION METHODS HAVE BEEN EMPLOYED. FINAL STABILIZATION WILL BE ACHIEVED USING SOD, NATIVE SEEDING, PERMANENT BMPS, AND OTHER METHODS. CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL STABILIZATION REGARDLESS OF ACCEPTANCE BY OWNER OF THE CONTRACTOR ITEM. Concrete Washout Area (CWA) MM -1 CWA VEHICLE TRACKING CONTROL (SEE Vic DETAIL) OR OTHER SrMLE SURFACE CWA-1. CONCRETE WASHOUT AREA CWA INSTALLATION NOTES 1. SEE PUN VIEW FOR: -CWA INSTALLATION LOCATION. 2. 00 NOT LOCATE AN UNUNED CWA WHIN 400' OF MY NATURAL DRAINAGE PATHWAY OR WA"SODY. W NOT LOCATE WITHIN e000 OF ANY WELLS OR DRINKING WATER SOURCES. IF SITE CONSTRAINTS AIME THIS INFEASIBLE, OR IF HIGHLY PERMEABLE SOILS ENISF ON SPE, THE CWA MUST BE INSTALLED MM AN 9PERMEABIE LINER (16 MIL MIN THICKNESS) OR SURFACE STORAGE ALTERNATIVES USING PREFABRICATED CONCRETE WASHOUT DENACES OR A LINED ASOVE GROUND STORAGE ARE SHOULD BE USED. 3. ME CWA SHALL BE INSTALLED PINOR TO CONCRETE PLACEMENT ON SITE. 4. CWA SHALL INCLUDE A MT SUBSURFACE NET CHAT IS AT LEAST BW B' SLOPES LEADING OUT OF THE SUBSURFACE PIT SHALL BE 3:1 ON ATTER. ME PIT SHALL BE AT LEAST 3' DEEP. 5, BERM SURROUNDING SIDES AND HACK OF ME CWA SHALL HAVE MINIMUM HEIGHT OF 1'. S. VEHICLE TRACKING PAD SHALL BE SLOPED 29 TOWARDS ME CWA, 7. SIGNS SHALL BE PLACED AT ME CONSTRUCTION ENTRANCE, AT THE CWA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE ME LOCADON OF ME CWA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 8. USE EXCAVATED MATERIA FOR PERIMETER BERM CONSTRUCTION, Novernbo 10 Urban Drainage and Flood Control District Ila4 Urban Storrn Drainage Criteria Manual Volume 3 MM -1 Concrete Washout Area (CWA) t. INSPECT all EACH WORKCAT, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION MAINTENANCE OF Bull SHOULD BE PROACTIVE, NOT REMTVE. INSPECT Sil AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLONnNG A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. MEOUEM OBSERVATIONS AND MAINTENANCE ME NECESSARY TO MAINTAIN BMPS IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD SHE DOCUMENTED THOROUGHLY. 3. "ERE El HAVE FAILED. REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF ME FAILURE 4. ME CWA SHALL BE REPAIRED. CLEANED, OR ENLMGEO AS NECESSARY TO MAINTAIN CAPACITY FOR CONCRETE WASTE, CONCRETE MATERIALS, ACCUMULATED IN PIT, SHALL BE REMOVED ONCE THE MATERIALS HAVE REACHED A DEPTH OF 2'. 5. CONCRETE WASHOUT WATER. WASTED PIECES OF CONCRETE AND ALL OTHER DEBRIS IN ME SUBSURFACE PIT SHALL BE TRANSPORTED FROM THE JOB SEE IN A WATER -TIGHT CONTAINER AND DISPOSED OF PROPERLY. a ME CWA SHALL REMAIN IN PLACE UNTIL ALL CONCRETE FOR THE PROJECT 15 PIACm. 7. WHEN ME CWA IS REMOVED, COVER THE DISTURBED AREA WITH TOP SOIL. SEED AND MULCH OR OTHERWISE STABILIZED IN A MANNER APPROVED BY ME LOCAL UNSDIMl Gral Anvlm FROM Orkave Nunn, Calaram AND ERE an OF PARKER, COLORADO, NOT AWAsrE W Madam. MOM MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCO STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS M TO WHICH DETAIL SHOULD RE USED WHEN MFFERENCES ME NOIID, CWAA Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 CONCRETE WASHOUT AREA NTS 0 Construction Fence (Cf) SM -3 1. INSPECT &APA EACH WORKDAY, AND MANAIN THEM IN EFFECTIVE OPERATING COMMON MAINTENANCE OF BMPS SHOULD BE PRODUCTIVE, NOT REACINE. INSPECT $APs AS SAN AS POSSIDLE (AND ALWAYS WITHIN 24 HOURS) MLLOMANG A.STORM MAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREOUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO NAIINTAN BMPS IN EFFECTIVE OPERATING carvomoN. INSPECTIONS AND CORRECTIVE MFA6uRES SHOULD BE DOCUMENTED THOROUGHLY. 3 WHERE Bell HAVE FALED. REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON g5E]VERY OF ME FAILURE. 6 CONSTRUCTION FENCE SHALL BE REPAIRED OR REPLACED WHEN THERE ARE SIGNS OF DAMAGE SUCH AS RIPS OR SADS CONSTRUCTION FENCE ES TO REMAIN IN PUCE UNTIL ME UPSTREAM DiSTUl AREA IS STADIUM AND APPROVED BY ME LOCAL JURSOICTION. 5, WHEN CONSIHUMON FENCES ME REMOVED, ALL DISTURBED AREAS ASSa ATED WITH ME INSTALLATION, MAINTENANCE, AND/OR REMOVAL OF ME FENCE Si BE COVEREC WIN TOPSOIL. SEEDED AND MULCHED, OR OTHERWISE STABILIZED AS APPROVED BY LOCAL JURISDICTION. NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM VOFCD STANDARD DETAILS. CONSULT MM LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN WTFEREIII PRE NOTED. (rsxL!mnm NON Al Or PAMm COLOMBO. Non AMNM®E N MOUND) November 2010 Urban Drainage and Flood Control DMl CIE Urban Stonn Drainage Criteria Manual Volume 3 SM -3 Construction Fence (CF) 0 4' MIN. PILI CAP, TPP. STUDOED STEEL TEC POST ORANGE RE51NET CONSTRUCTION FENCE ExinNG OR APPPOVED EQUAL GPADE T n STUDDED STEEL TEE POST 1. SEE PIAN NEW FOR: -LOCATION OF CONSTRUCTION FENCE. 2. CONSCRUCTON FENCE SHOWN SHALL BE INSTALLED Main M IVY LAND DSRIRBING ACTNITES. 3. CONSTRUCTON FENCE SHALL BE COIR POSED OF ORANGE, CONTRACTOR -GRADE MATERIAL THAT IS AT LEAST 4' HIGH. METAL POSTS SHOULD HAVE A PLASTIC CAP FOR SAFELY. 4. SODDED STEEL TEE POSTN SCAL_ BE Urrol TO SUPPORT ME CONSTRUCDON FENCE. MAXIMUM SPACING NR STEEL TEE POSTS SHALL BE 10'. 5. CONSTRUCTION FENCE SEI 8E SECURELY FASTENED TO ME FOR. MIDDLE. AND BOTTOM OF EACH POST. CF -2 Urban Drainage and Flood Control Dismn November 2010 Urban Storm Drainage Criteria Manual Volume 3 CONSTRUCTION FENCE2 NTS o DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road. Suite 200 IaNyette C080026 3036645301 wawddarl AN, li oo'¢.mnsvaat Boulder, Co n1l PO3.444.1951 wwur.IvBM.com Boulder.Fort Collins Wnter Park Glenwood Springs. Danner N H QZ AA CCW R W ° U UJ C4 W Oa W _ �i i Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 Drafted By: JPl Checked By: HAM, CRH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. EROSION CONTROL DETAILS CE1.3 CONCRETE WASHOUT AREA PLAN 11" T'P. COM%TLD BERN MOUND T 24 ME PERIMETER Set SLOPE i n Y' so ' MIN > >_ UNDER OR COMPACTED SOIL 2 B VEHICLE TRACKING B % MIN. CONTROL (SEE VPC SECTION A D€rAL ) CWA-1. CONCRETE WASHOUT AREA CWA INSTALLATION NOTES 1. SEE PUN VIEW FOR: -CWA INSTALLATION LOCATION. 2. 00 NOT LOCATE AN UNUNED CWA WHIN 400' OF MY NATURAL DRAINAGE PATHWAY OR WA"SODY. W NOT LOCATE WITHIN e000 OF ANY WELLS OR DRINKING WATER SOURCES. IF SITE CONSTRAINTS AIME THIS INFEASIBLE, OR IF HIGHLY PERMEABLE SOILS ENISF ON SPE, THE CWA MUST BE INSTALLED MM AN 9PERMEABIE LINER (16 MIL MIN THICKNESS) OR SURFACE STORAGE ALTERNATIVES USING PREFABRICATED CONCRETE WASHOUT DENACES OR A LINED ASOVE GROUND STORAGE ARE SHOULD BE USED. 3. ME CWA SHALL BE INSTALLED PINOR TO CONCRETE PLACEMENT ON SITE. 4. CWA SHALL INCLUDE A MT SUBSURFACE NET CHAT IS AT LEAST BW B' SLOPES LEADING OUT OF THE SUBSURFACE PIT SHALL BE 3:1 ON ATTER. ME PIT SHALL BE AT LEAST 3' DEEP. 5, BERM SURROUNDING SIDES AND HACK OF ME CWA SHALL HAVE MINIMUM HEIGHT OF 1'. S. VEHICLE TRACKING PAD SHALL BE SLOPED 29 TOWARDS ME CWA, 7. SIGNS SHALL BE PLACED AT ME CONSTRUCTION ENTRANCE, AT THE CWA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE ME LOCADON OF ME CWA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 8. USE EXCAVATED MATERIA FOR PERIMETER BERM CONSTRUCTION, Novernbo 10 Urban Drainage and Flood Control District Ila4 Urban Storrn Drainage Criteria Manual Volume 3 MM -1 Concrete Washout Area (CWA) t. INSPECT all EACH WORKCAT, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION MAINTENANCE OF Bull SHOULD BE PROACTIVE, NOT REMTVE. INSPECT Sil AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLONnNG A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. MEOUEM OBSERVATIONS AND MAINTENANCE ME NECESSARY TO MAINTAIN BMPS IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD SHE DOCUMENTED THOROUGHLY. 3. "ERE El HAVE FAILED. REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF ME FAILURE 4. ME CWA SHALL BE REPAIRED. CLEANED, OR ENLMGEO AS NECESSARY TO MAINTAIN CAPACITY FOR CONCRETE WASTE, CONCRETE MATERIALS, ACCUMULATED IN PIT, SHALL BE REMOVED ONCE THE MATERIALS HAVE REACHED A DEPTH OF 2'. 5. CONCRETE WASHOUT WATER. WASTED PIECES OF CONCRETE AND ALL OTHER DEBRIS IN ME SUBSURFACE PIT SHALL BE TRANSPORTED FROM THE JOB SEE IN A WATER -TIGHT CONTAINER AND DISPOSED OF PROPERLY. a ME CWA SHALL REMAIN IN PLACE UNTIL ALL CONCRETE FOR THE PROJECT 15 PIACm. 7. WHEN ME CWA IS REMOVED, COVER THE DISTURBED AREA WITH TOP SOIL. SEED AND MULCH OR OTHERWISE STABILIZED IN A MANNER APPROVED BY ME LOCAL UNSDIMl Gral Anvlm FROM Orkave Nunn, Calaram AND ERE an OF PARKER, COLORADO, NOT AWAsrE W Madam. MOM MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCO STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS M TO WHICH DETAIL SHOULD RE USED WHEN MFFERENCES ME NOIID, CWAA Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 CONCRETE WASHOUT AREA NTS 0 Construction Fence (Cf) SM -3 1. INSPECT &APA EACH WORKDAY, AND MANAIN THEM IN EFFECTIVE OPERATING COMMON MAINTENANCE OF BMPS SHOULD BE PRODUCTIVE, NOT REACINE. INSPECT $APs AS SAN AS POSSIDLE (AND ALWAYS WITHIN 24 HOURS) MLLOMANG A.STORM MAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREOUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO NAIINTAN BMPS IN EFFECTIVE OPERATING carvomoN. INSPECTIONS AND CORRECTIVE MFA6uRES SHOULD BE DOCUMENTED THOROUGHLY. 3 WHERE Bell HAVE FALED. REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON g5E]VERY OF ME FAILURE. 6 CONSTRUCTION FENCE SHALL BE REPAIRED OR REPLACED WHEN THERE ARE SIGNS OF DAMAGE SUCH AS RIPS OR SADS CONSTRUCTION FENCE ES TO REMAIN IN PUCE UNTIL ME UPSTREAM DiSTUl AREA IS STADIUM AND APPROVED BY ME LOCAL JURSOICTION. 5, WHEN CONSIHUMON FENCES ME REMOVED, ALL DISTURBED AREAS ASSa ATED WITH ME INSTALLATION, MAINTENANCE, AND/OR REMOVAL OF ME FENCE Si BE COVEREC WIN TOPSOIL. SEEDED AND MULCHED, OR OTHERWISE STABILIZED AS APPROVED BY LOCAL JURISDICTION. NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM VOFCD STANDARD DETAILS. CONSULT MM LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN WTFEREIII PRE NOTED. (rsxL!mnm NON Al Or PAMm COLOMBO. Non AMNM®E N MOUND) November 2010 Urban Drainage and Flood Control DMl CIE Urban Stonn Drainage Criteria Manual Volume 3 SM -3 Construction Fence (CF) 0 4' MIN. PILI CAP, TPP. STUDOED STEEL TEC POST ORANGE RE51NET CONSTRUCTION FENCE ExinNG OR APPPOVED EQUAL GPADE T n STUDDED STEEL TEE POST 1. SEE PIAN NEW FOR: -LOCATION OF CONSTRUCTION FENCE. 2. CONSCRUCTON FENCE SHOWN SHALL BE INSTALLED Main M IVY LAND DSRIRBING ACTNITES. 3. CONSTRUCTON FENCE SHALL BE COIR POSED OF ORANGE, CONTRACTOR -GRADE MATERIAL THAT IS AT LEAST 4' HIGH. METAL POSTS SHOULD HAVE A PLASTIC CAP FOR SAFELY. 4. SODDED STEEL TEE POSTN SCAL_ BE Urrol TO SUPPORT ME CONSTRUCDON FENCE. MAXIMUM SPACING NR STEEL TEE POSTS SHALL BE 10'. 5. CONSTRUCTION FENCE SEI 8E SECURELY FASTENED TO ME FOR. MIDDLE. AND BOTTOM OF EACH POST. CF -2 Urban Drainage and Flood Control Dismn November 2010 Urban Storm Drainage Criteria Manual Volume 3 CONSTRUCTION FENCE2 NTS o DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road. Suite 200 IaNyette C080026 3036645301 wawddarl AN, li oo'¢.mnsvaat Boulder, Co n1l PO3.444.1951 wwur.IvBM.com Boulder.Fort Collins Wnter Park Glenwood Springs. Danner N H QZ AA CCW R W ° U UJ C4 W Oa W _ �i i Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 Drafted By: JPl Checked By: HAM, CRH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. EROSION CONTROL DETAILS CE1.3 SM -4 Vehicle Tracking Control (VTC) TAB1112E0 CONS1 CPON ENTRANCE/E%? INSTAUAPON NOT 1. SEE PLAN ANEW FOR -LOCATION W CONSTRUCTION ENTRANCES)/EXIT(S). -TYPE OF CONSTRUCTIONENMMCE(S)/UM(S) (WITH/WITHOUT WHEEL WASH. CONSTRUCTION MAT OR TRAP). 2. CONSTRUCTION MAT OR TRU STABII CONSTRUCTION ENTRANCES ARE ONLY TO BE USED ON SHORT WRMON PROJECTS (TYPICALLY HANGING FROM A WEEK TO A MONTH) WHERE THERE WILL BE LIMITED VEHICULAR ACCESS. 3. A STANSUZED CONSTRUCTION ENTRANCE/EXIT SHALL BE LOCATED AT ALL ACCESS POINTS WHERE VEHICLES ACCESS THE CONSTRUCTION SIDE MGM PAVED RIGHT -DF -WAYS. 6 STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE INSTALLED PRIOR TO ANY Wap DISTURBING ACTIVITIES. 5_ A NON -WOVEN CEOTEXBLE FABRIC SHALL BE PLACED UNDER ME STMIL12ED CONSTRUCTION ENTRANCE/EXIT PRIOR TO ME PLACEMENT OF ROCK. 6. UNLESS OTHERWISE SPEC19M BY LOCAL JURISDICTION. POCK SHALL CONSIST OF DOT SECT, 70] NSMO ] COARSE AGGREGATE OR 6' MINUS ROCK. r a ( ) I. INSPECT Bal EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONOIPON. MAINTENANCE OF BMPS SHOULD BE PRCAC¶VE, NOT REACTIVE INSPECT Bl AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM MAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREpUEM OBSERVATIONS AND WUNTENMICE ARE NECESSARY TO MAINTAIN BMPS IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE DAN HAVE FAILED. HONG OR REPLACEMENT SHOJI) DE INITIATED UPON DISCOVERY OF ME FAILURE. 4. ROCK SHALL BE REAPPLIED BE REGRADED AS NECESSARY TO ME STMIUZED ENTRANCE/EXIT TO BANTAM A CONSISTENT DEPTH. 5, SEDIMENT TRACKED ONTO PAVER ROADS IS TO BE REMOVED THROUGHOUT ME MY AND AT THE END OF ME DAY BY SHCANE NG OR SWEEPING. SEDIMENT MAY NOT BE WASHED DOWN STORM SEWER DRAINS. Ni MANY JURSDICTONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DUALS CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN OF RMCES ME NOTED. UMALS APA=Im MIN DAY OF vin . cmmAPP. NPT AYNIAaz IN unacnl VTC -6 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Inlet Protection (IP) SC -6 E GRATE �P SEE ROCK SOCK DETAIL FOR JOINnNG IP -3. ROCK SOCK SUMP/AREA INLET PROTECTION ROCK SOON SLIIMP/AREA INLET PROTECTION INSTAUGATIGN N I. SEE ROCK SOCK DESIGN DUAL FOR INSTALLATION REQUIREMENTS. 2. STRAW WATTLES/SEOWENT CONTROL LOGS MAY BE USED IN PLACE OF ROCK SOCKS FOR INLETS IN PERVIOUS AREAS. INSTALL PER SEDIMENT CONTROL LOG DETAIL INLET GRATE SF ❑ I� SET FENCE (SEE SILT LByJ FENCE DESIGN DIAL ) IP -4. SILT FENCE FOR SUMP INLET PROTECTION SILT PENCE INLET PROTECTION INSTALLATION NOTES 1, SEE SILT FENCE DESIGN DUAL FOR INSTALLATION REOUIREMENIS. 2. POSTS SHALL W PLACED AT EACH CORNER OF ME INLET AND AROUND ME EDGES AT AMAXIMUM SPACING OF 3 FEU, 3. STRAW WATRES/SEDIMENT CONTROL LOSS MAY BE USED IN PLACE OF SILT FENCE FOR INLETS IN PERVIOUS AREAS. INSTALL PER SEDIMENT CONTROL LOG DTALL Vehicle Tracking Control (VTC) SM -4 W (MIND pUN� I UNLESS OTHERWISE SPECIFTED ROADWAY L BY LOCAL JURISOICPON, USE COOT SECT. ;#703. PASHTO 63 COARSE AGGREGATE OR 6" MINUS HOCK NON -WOVEN GEOTE%TLE FABRIC BETWEEN SOIL AND ROCK A l A.T �'Xai w ��ryyy�rvr i��r���j��i` �n4n�p�rcz`� �o�j0<olvArv4vr�;o�2�i�. VTC -1. AGGREGATE VEHICLE TRACKING CONTROL November 2010 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 VEHICLE TRACKING CONTROL SC -6 Inlet Protection (IP) GENERAL INLET PROTECTION INSIA LAPON NOM t SEE PIAN VIEW FOR: -LOCATION OF INLET PROTECTION. -TYPE OF INLET PROTECTION (0.1. IPi IPS, IPA, IPS, 2. INLET PROTECTION SHALL BE INSTALLED PROMPTLY AFTER INLET CONSTRUCTION OR PAWNG IS COMPLETE (TYPICALLY WITHIN 48 HOURS). IF A RNNFNL/RUNOFF EVENT IS FORECAST, INSTALL INLET PROTECTION PRIOR TO ONSET OF EVENT. 3. MANY JURISDICTIONS HAVE BMP DETAILS MAT YARY MGM UDFCD STANDARD DETAILS, CONSULT WITH LOCAL JURISDICTIONS AS t0 WHICH DEAL SHOULD BE USED WHEN DIFFERENCES ME NOTED. 1. INSPECT BMPS EACH WORKDAY, AND MANTAN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPS SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT SJPs AS SOON AS POSSIBLE (AND ALWAYS WIMIN 24 HOURS) FOLLOWING A STORM MAT CAUSES SURFACE EROSION. AND PERFORM NECESSARY MAINTENANCE. 2. FREPUENT ODSERIAPONS AND MAINTENANCE ME NECESSARY TO MAINTAIN BMPa IN EFFECTIVE GENERATING CONDITION. INSPECTIONS MI] CORRECTIVE MEASURES SHOULD PE DOCUMENTED THOROUGHLY. 3. MERE Basin HAVE FAILED. REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF ME FAILURE. C SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED M NECESSARY TO MAINTAIN GNP EFFECPYENESS, TYPICALLY WHEN STORAGE VOLUME REACHES 503 BE CAPACITY, A DEPTH OF 6' WHEN SILT FENCE IS USED, OR Y OF ME HOGHT FOR STRAW MAI Sc INLET PROTECTION IS TO REMAN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS PERMANENTLY STMIUZED, UNLESS ME LOCAL JURISDICTION APPROVES EMUER REMOVAL OF INLET PROTECTION IN STRUTS. 6. WHEN INLET PROTECTION AT AREA, INLETS IS REMOVED. ME DISTURBED AREA SHALL BE COVERED WISH TOP SCIL, SEEDED ANO MULCHED, OR OTHERWISE STMIUZED IN A MANNER APPROVED BY ME LOCAL JURISOICTION. (OFFALADAMED Il TOWN CFP, , COLORADO AND Ran OF Ail CPAXWOO, An Asakell IN A NK I NM MANY JURISDICTIONS HAVE GMP DETMS MAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCA JURSDICTIONS AS TO WHICH DETAIL SHOULD BE USED MIEN DIFFERENCES ME KO=, NOTE THE DETAILS INCLUDED WITH MIS FACT SHEET SHOW COMMONLY USED, CONVENTIONAL METHODS OF INLET PROTECTION IN THE DENVER METROPOLITAN AREA. THERE ME MANY PROPRIETARY INLET PROTECTION METHODS ON THE MARKED UDFCD NEITHER ENDORSES NOR DISCOURAGES USE OF PROPRIETARY INLET PROTECTION: HO EVER, IN THE EVENT PROPRIETARY METHODS ME USED, ME APPROPRIATE DETAIL FROM ME MANUFACTURER MUST BE INCLUDED IN ME SWMP AND ME BMP MUST BE INSTALLED MD MAINTAINED AS SHOWN IN ME MMUFAc`URER'S DTALdit NOTE: SOME MUNICIPALITIES DISCOURAGE OR PROHIBIT ME USE OF STRAW BALES FOR INLET PROTECTION. CHECK WITH LOCAL JURISDICTION TO DETERMINE IF STRAW BALE INLET PROTECTION IS ACCEPTABLE. August 2013 Urban Drainage and Flood Control District II' -5 FP -8 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 INLET PROTECTION3 NTS a August 2013 VTC -3 SC -1 Silt Fence (SF) SILT FENCE INSTALLATION NOTE 1. SILT FENCE MUST BE PLACED AWAY FROM THE TOE OF THE SLOPE TO ALLOW FOR WATER PONOING. SILT PENCE AT AHE TOE OF A SLOPE SHOULD SE INSTALLED IN A FLAT LOCATION AT LEAST SEYEML FEET (2-5 7) FROM THE TOE OF THE SLOPE TO ALLOW ROOM FOR PONT AND DEPOSITION. 2 A UNIFORM B' % 4 ANCHOR TRENCH SHALL BE EXCAVATED USING TRENCHER. OR SILT FENCE INStA11AIDN "CC NO ROAD GRADERS. EaM KHOES, OR SIMILAR EQUIPMENT SHALL BE USED. 3. COMPACT ANCHOR TRENCH BY HAND WRH A "JUMPING JACK' OR BY WHEEL ROLLING, COMPACTION SHALL BE SUCH THAT SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND. A SILT FENCE SHALL BE PULLED TIGHT AS It IS ANCHORED TO ME STAKES. THERE SHOULD BE NO NOTICEABLE SAID BETWEEN STAKES AFTER IT HAS BEEN ANCHORED TO ME STAKES. 5_ SILT FENCE FABRIC SHALL BE ANCHORED TO ME STAKES USING 1" HEAW DUTY STAPLES OR NMLB WITH I' HEADS. STAPLES AND NAILS Sol BE PLACED 3" ALONG ME FABRIC DOWN ME STAKE. B AT THE END OF A RUN OF SILT FENCE ALONG A CONTOUR. ME SILT FENCE SHOULD BE TURNED PERPENDICULAR TO ME CONTOUR TO CREATE A "J -HOOK' ME J -HOOK' IXTEn01NG PERPEHOICUWi i0 FERE CONTOUR SHOULD BE OF SUFFICIENT LENGTH i0 KEEP RUNOFF FROM FLLWING MOUND THE END OF ME SILT FENCE (TYPICALLY 10' - 20'), 7. SILT FENCE SHALL BE INSTALLED PRIOR TO MY LONG DISTURBING ACTIVITIES. SILT FENCE MAINTENANCE NOTES I. INSPECT EVEN EACH WORKGAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPS SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPS AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM MAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MMNTENWCE. 2. FREQUENT M$MAnONS AND MAINTENANCE ME NECESSARY TO MAINTAIN BMPS IN EFFECTIVE OPERATING CGNOIOON, INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY, 3. WHERE BMPS HAVE FAILED. REPAIR OR RElp"OdaENr SHOULD BE INITIATED UPON DISCOVERY OF ME FAILURE. 4. SEDIMENT ACCUMULATED UPSTREAM OF ME SILT FENCE SHALL BE REMOVED AS NEEDED TO MAINTAIN ME FUNCTONALIN OF ME BMP, TYPICALLY WHEN OEPM OF ACCUMULATED SEDIMENTS IS APPROXIMATELY 6". S. REPAIR OR REPLACE SILT FENCE WHEN THfRE ME SIGNS OF WEAR, SUCH AS SAGONG, TEARING, OR COLLAPSE. 6. SILT FENCE IS TO REMAIN IN PLACE UNTIL ME UPSTREAM DISMRBM AREA IS STABIEZED WHO APPROVED BY THE LOCAL JURISDICTION, OR IS REPLACED BY AN EWNA T PERIMETER SEDIMENT CONTROL BMP. 7. WHEN SILT FENCE IS REMOVED, ALL aSTURSED AREAS SHALL BE COVERED WITH TOPSOIL, SEEDED AND MULCHED OR OTHERWISE STABILIZED AS APPROVED BY LOCAL JURISDICTION. (MAL A MMI) of Tom OF cum, mLewOo AND one OF A gMah For w.NAeI¢ IN AUr000l bQM MANY JURISDICTIONS HAVE BMP DEALS THAT VARY FROM Ul STANDARD DUALS. CONSULT WITH LOCAL JURISONCTIONS AS TO WHICH DUAL SHOULD BE USED WHEN aFFERENCES ME NOTED. SF -4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Sediment Control Log (SCL) SC -2 0 SQL IL LOG I DIAMETER NT CONTROL AY NEED TO EMBED DEEPER. LOG AGAINST LK OR BACK OF WHEN ADJACENT ._ ...5E FEATURES. TRENCHED SEDIMENT CONTROL LOG LCENTER STAKE IN CONTROL LOG COMPACTED EXCAVATES 9- DIAMETER (MIN) CH TRENCH SOIL AT JOINT$SO or IHAi NO GAPS A SEDINEN CONTROL LOG EXIST IN SILT MIN RST i DWM. $:,L (TYP.I FLOW SO .:fix STRt;s�� .: �� SS .�• ;moo W (MIND pUN� I UNLESS OTHERWISE SPECIFTED ROADWAY L BY LOCAL JURISOICPON, USE COOT SECT. ;#703. PASHTO 63 COARSE AGGREGATE OR 6" MINUS HOCK NON -WOVEN GEOTE%TLE FABRIC BETWEEN SOIL AND ROCK A l A.T �'Xai w ��ryyy�rvr i��r���j��i` �n4n�p�rcz`� �o�j0<olvArv4vr�;o�2�i�. VTC -1. AGGREGATE VEHICLE TRACKING CONTROL November 2010 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 VEHICLE TRACKING CONTROL SC -6 Inlet Protection (IP) GENERAL INLET PROTECTION INSIA LAPON NOM t SEE PIAN VIEW FOR: -LOCATION OF INLET PROTECTION. -TYPE OF INLET PROTECTION (0.1. IPi IPS, IPA, IPS, 2. INLET PROTECTION SHALL BE INSTALLED PROMPTLY AFTER INLET CONSTRUCTION OR PAWNG IS COMPLETE (TYPICALLY WITHIN 48 HOURS). IF A RNNFNL/RUNOFF EVENT IS FORECAST, INSTALL INLET PROTECTION PRIOR TO ONSET OF EVENT. 3. MANY JURISDICTIONS HAVE BMP DETAILS MAT YARY MGM UDFCD STANDARD DETAILS, CONSULT WITH LOCAL JURISDICTIONS AS t0 WHICH DEAL SHOULD BE USED WHEN DIFFERENCES ME NOTED. 1. INSPECT BMPS EACH WORKDAY, AND MANTAN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPS SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT SJPs AS SOON AS POSSIBLE (AND ALWAYS WIMIN 24 HOURS) FOLLOWING A STORM MAT CAUSES SURFACE EROSION. AND PERFORM NECESSARY MAINTENANCE. 2. FREPUENT ODSERIAPONS AND MAINTENANCE ME NECESSARY TO MAINTAIN BMPa IN EFFECTIVE GENERATING CONDITION. INSPECTIONS MI] CORRECTIVE MEASURES SHOULD PE DOCUMENTED THOROUGHLY. 3. MERE Basin HAVE FAILED. REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF ME FAILURE. C SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED M NECESSARY TO MAINTAIN GNP EFFECPYENESS, TYPICALLY WHEN STORAGE VOLUME REACHES 503 BE CAPACITY, A DEPTH OF 6' WHEN SILT FENCE IS USED, OR Y OF ME HOGHT FOR STRAW MAI Sc INLET PROTECTION IS TO REMAN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS PERMANENTLY STMIUZED, UNLESS ME LOCAL JURISDICTION APPROVES EMUER REMOVAL OF INLET PROTECTION IN STRUTS. 6. WHEN INLET PROTECTION AT AREA, INLETS IS REMOVED. ME DISTURBED AREA SHALL BE COVERED WISH TOP SCIL, SEEDED ANO MULCHED, OR OTHERWISE STMIUZED IN A MANNER APPROVED BY ME LOCAL JURISOICTION. (OFFALADAMED Il TOWN CFP, , COLORADO AND Ran OF Ail CPAXWOO, An Asakell IN A NK I NM MANY JURISDICTIONS HAVE GMP DETMS MAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCA JURSDICTIONS AS TO WHICH DETAIL SHOULD BE USED MIEN DIFFERENCES ME KO=, NOTE THE DETAILS INCLUDED WITH MIS FACT SHEET SHOW COMMONLY USED, CONVENTIONAL METHODS OF INLET PROTECTION IN THE DENVER METROPOLITAN AREA. THERE ME MANY PROPRIETARY INLET PROTECTION METHODS ON THE MARKED UDFCD NEITHER ENDORSES NOR DISCOURAGES USE OF PROPRIETARY INLET PROTECTION: HO EVER, IN THE EVENT PROPRIETARY METHODS ME USED, ME APPROPRIATE DETAIL FROM ME MANUFACTURER MUST BE INCLUDED IN ME SWMP AND ME BMP MUST BE INSTALLED MD MAINTAINED AS SHOWN IN ME MMUFAc`URER'S DTALdit NOTE: SOME MUNICIPALITIES DISCOURAGE OR PROHIBIT ME USE OF STRAW BALES FOR INLET PROTECTION. CHECK WITH LOCAL JURISDICTION TO DETERMINE IF STRAW BALE INLET PROTECTION IS ACCEPTABLE. August 2013 Urban Drainage and Flood Control District II' -5 FP -8 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 INLET PROTECTION3 NTS a August 2013 VTC -3 SC -1 Silt Fence (SF) SILT FENCE INSTALLATION NOTE 1. SILT FENCE MUST BE PLACED AWAY FROM THE TOE OF THE SLOPE TO ALLOW FOR WATER PONOING. SILT PENCE AT AHE TOE OF A SLOPE SHOULD SE INSTALLED IN A FLAT LOCATION AT LEAST SEYEML FEET (2-5 7) FROM THE TOE OF THE SLOPE TO ALLOW ROOM FOR PONT AND DEPOSITION. 2 A UNIFORM B' % 4 ANCHOR TRENCH SHALL BE EXCAVATED USING TRENCHER. OR SILT FENCE INStA11AIDN "CC NO ROAD GRADERS. EaM KHOES, OR SIMILAR EQUIPMENT SHALL BE USED. 3. COMPACT ANCHOR TRENCH BY HAND WRH A "JUMPING JACK' OR BY WHEEL ROLLING, COMPACTION SHALL BE SUCH THAT SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND. A SILT FENCE SHALL BE PULLED TIGHT AS It IS ANCHORED TO ME STAKES. THERE SHOULD BE NO NOTICEABLE SAID BETWEEN STAKES AFTER IT HAS BEEN ANCHORED TO ME STAKES. 5_ SILT FENCE FABRIC SHALL BE ANCHORED TO ME STAKES USING 1" HEAW DUTY STAPLES OR NMLB WITH I' HEADS. STAPLES AND NAILS Sol BE PLACED 3" ALONG ME FABRIC DOWN ME STAKE. B AT THE END OF A RUN OF SILT FENCE ALONG A CONTOUR. ME SILT FENCE SHOULD BE TURNED PERPENDICULAR TO ME CONTOUR TO CREATE A "J -HOOK' ME J -HOOK' IXTEn01NG PERPEHOICUWi i0 FERE CONTOUR SHOULD BE OF SUFFICIENT LENGTH i0 KEEP RUNOFF FROM FLLWING MOUND THE END OF ME SILT FENCE (TYPICALLY 10' - 20'), 7. SILT FENCE SHALL BE INSTALLED PRIOR TO MY LONG DISTURBING ACTIVITIES. SILT FENCE MAINTENANCE NOTES I. INSPECT EVEN EACH WORKGAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPS SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPS AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM MAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MMNTENWCE. 2. FREQUENT M$MAnONS AND MAINTENANCE ME NECESSARY TO MAINTAIN BMPS IN EFFECTIVE OPERATING CGNOIOON, INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY, 3. WHERE BMPS HAVE FAILED. REPAIR OR RElp"OdaENr SHOULD BE INITIATED UPON DISCOVERY OF ME FAILURE. 4. SEDIMENT ACCUMULATED UPSTREAM OF ME SILT FENCE SHALL BE REMOVED AS NEEDED TO MAINTAIN ME FUNCTONALIN OF ME BMP, TYPICALLY WHEN OEPM OF ACCUMULATED SEDIMENTS IS APPROXIMATELY 6". S. REPAIR OR REPLACE SILT FENCE WHEN THfRE ME SIGNS OF WEAR, SUCH AS SAGONG, TEARING, OR COLLAPSE. 6. SILT FENCE IS TO REMAIN IN PLACE UNTIL ME UPSTREAM DISMRBM AREA IS STABIEZED WHO APPROVED BY THE LOCAL JURISDICTION, OR IS REPLACED BY AN EWNA T PERIMETER SEDIMENT CONTROL BMP. 7. WHEN SILT FENCE IS REMOVED, ALL aSTURSED AREAS SHALL BE COVERED WITH TOPSOIL, SEEDED AND MULCHED OR OTHERWISE STABILIZED AS APPROVED BY LOCAL JURISDICTION. (MAL A MMI) of Tom OF cum, mLewOo AND one OF A gMah For w.NAeI¢ IN AUr000l bQM MANY JURISDICTIONS HAVE BMP DEALS THAT VARY FROM Ul STANDARD DUALS. CONSULT WITH LOCAL JURISONCTIONS AS TO WHICH DUAL SHOULD BE USED WHEN aFFERENCES ME NOTED. SF -4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Sediment Control Log (SCL) SC -2 0 SQL IL LOG I DIAMETER NT CONTROL AY NEED TO EMBED DEEPER. LOG AGAINST LK OR BACK OF WHEN ADJACENT ._ ...5E FEATURES. TRENCHED SEDIMENT CONTROL LOG LCENTER STAKE IN CONTROL LOG COMPACTED EXCAVATES 9- DIAMETER (MIN) CH TRENCH SOIL AT JOINT$SO or IHAi NO GAPS SEDINEN CONTROL LOG EXIST IN SILT MIN RST i DWM. $:,L (TYP.I FLOW SECOND POSTS SHALL BE JQ'NED AS n SHOWN, THEN ROTATED 180 DEC. THICKNESS OF GE07XTJLE HAS IN DIRECTION SHOWN AND DRIVEN 6' BEEN EXAGGERATED. TAP INTO THE GROUND SECTION TRENCHED SEDIMENT CONTROL LOG IY D Bu= (MIN.` 11$' . 115' . 18" (MIN) WOODEN SrAkE 9- DIAMETER (MIN) SEDIMENT CONTROL LOG LOG JOINTS SCL-1, TRENCHED SEDIMENT CONTROL LOG November 2015 Urban Drainage and Flood Control District SCI.-} Urban Storm Drainage Criteria Manual Volume 3 Silt Fence (SF) SC -1 „t•X,a SF FENCOMMENO POSTWI DODO FENCE SC WITH 10- MAX SPACING SILT FENCE CEOTEXIIIE A COMPACTED BACKI FLAW 36'-48" % TCP. E%ISTIxG J GROUND 6' MIN AT LEAST 10' MIN OF SILT FENCE MNL" SHALL BE 4 MIN BURIED SILT FENCE November 2010 Urban Drainage and Flood Contnll District Urban Storm Drainage Criteria Manual Volume 3 SILT FENCE NTS CEM, SC -2 Sediment Control Log (SCL) SEDIMENT COnTtDL LOG I\STALL IO\ NOTES ,. SEE PLAN VIEW FOR LOCATION AND LENGTH OF SEDIMDNT F".TFOL LOGS. 2. SEDIMENT CONTROL LUGS THAT ACT AS A PERIMETER CONTRJL SHALL BE INSTALLED PRIOR TO ANY UPGRADIENT LAND -DISTURBING ACTVTIES. 3. SEDIMENT CONTROL LOGS SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR OR COCONUT FIBER, AAIB SHALL BE FREE OF ANY NOXIOUS WEED SEEDS OR DEFECTS INCLUDING POPS, HOLES ONO OBVIWS WEAR. 4. SEDIMENT CONTROL LOGS MAY BE USED AS SMALL CHECK GAMS IN DITCHES AND SWALLS. HOWEVER, THEY SHOULD NOT BE U50 IN PERENNbIL STREAMS. 5. R IS RECOMMENDED THAT SEDIMENT CONTROL LOGS BE TRENCHED IMO ME GROUND TO A DEPTH OF APPROXIMATELY A OF ME DIAMETER OF THE LOG, IF TRENCHING TO THIS DEPTH IS NOT FEASIBLE AND/OR DESIRABLE (SHORT TERM INSTALLATION WITH DESIRE NOT TO DAMAGE LANDSCAPE) A LESSER TRENCHING DEPTH MAY BE ACCEPTABLE WITH MORE ROBUST STARING. COMPOST LOGS THINT ME 8 LB/Fr OO NOT NEED TO BE TRENCHED. S. THE UPHILL SIDE OF THE SEDIMENT CONTROL LOG SHALL BE BACKDLL-M WITH SOIL OR FILTER MATERIAL THAT 15 TREE OF ROCKS AND DEBRIS, THE SOIL SHALL BE TIGHTLY COMPACTED INTO THE SHAPE OF A RIGHT TRIANGLE USING A SHOVEL OR WEIGHTED LAWN ROLLER OR BLOWN IN PLACE. 7. FOLLOW MANUFACTURERS' GUIDANCE FOR STAKING. IF MANUFACTURERS' INBTRUCTIONS DO NOT SPECIFY SPACING. STORES SHALL BE PLACED ON 4' CENTERS AND EMBEDDED A MINIMUM OF 6' INFO ME GROUND. 3" OF ME STAKE SHALL PROTRUDE FROM ME TOP OF THE LOG. STAKES MAT ME BROKEN PRIOR TO INSTALLATION SHALL RE REPLACED. COMPOST LOGS SHOULD BE STAKED 10' ON CENTER. SEDIMENT CONTROL LOG MAINTENANCE NOTES 1. INSPECT BMPS EACH WORKDAY AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF Si SHOULD BE OURS) FIX NOT RFA STORM INSPECT BMPS AS SOON M POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION. AND PERFORM NECESSARY MAINTENANCE 2. FREQUENT OBSERVATIONS AND MAINTENANCE ME NECESSARY TD MAINTAIN BMPS IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPS HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. SEDIMENT ACCUMULATED UPSTREAM OF SEDIMENT CONTROL LOG SHALL BE REMOVED AS NEEDED TO MAINTAIN FUNCTIONALITY OF ME BMP, TYPICALLY WHEN DEPTH BE ACCUMULATED SEDIMENTS 5 APPROXIMATELY 15 OF ME HEIGHT OF THE SEDIMENT CONTROL LOG. S. SEDIMENT CONTROL LOG SHALL BE REMOVED AT THE END OF CONSTRUCTION.COMPOST FROM COMPOST LOGS MAY BE LEFT IN PLACE AS LONG AS BAGS ARE REMOVED AND THE AREA SEEDED. IF DISTURBED AREAS EXIST AFTER REMOVAL, THEY SHALL BE COVERED WITH TOP SOIL, SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICT I (reTAl3 MM0 nal TRAP W Neal LOLtlwW, JFrrnSLW CIXMIY. CoWPIIq. LUWAS tlMAT'. LrInRAW. AW NAY or Nana. coots o. NOT "FRAE IN MJiW) NOTE MANY JURSDICTIONS HAVE BMP DETAILS THAT VARY FROM DUMB STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DEFAIL SHOULD BE USED WHEN DIFFERENCES ME NOTED. Ad 6 Urban Drainage and Flood Control District November 2015 Urban Storm Drainage Criteria Manual Volume 3 SEDIMENT CONTROL LOU if 4 NTs2101 SF -3 DESIGN CONCEPTS Community+ landscape Architects 211 North Public Flood. Suite 200 Labyeae CO 80026 3036645301 wwwddanet LVA, Il ]3L`Q,Wm Mnat aaulI CO al ISONL x.1951 vnxur.jvaM•com Boulder.Fort Collins Wnter Park Glenwood springs. Denver he N 11- z Z AA CCW U° a W �C/� N W OQ a lyl Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 Drafted By: JPW,XT Checked By: HMM, CRH All drawings and written material appearing herein constitute original and unpublished work of Castle Concepts and may not be duplicated, used or disclosed. EROSION CONTROL DETAILS CE1.4 POSTS SHALL OVERLAP AT JOINT$SO or IHAi NO GAPS JOIN EXIST IN SILT MIN RST ROTATE SECOND POSTS SHALL BE JQ'NED AS SHOWN, THEN ROTATED 180 DEC. THICKNESS OF GE07XTJLE HAS IN DIRECTION SHOWN AND DRIVEN BEEN EXAGGERATED. TAP INTO THE GROUND SECTION A SF -1. SILT FENCE November 2010 Urban Drainage and Flood Contnll District Urban Storm Drainage Criteria Manual Volume 3 SILT FENCE NTS CEM, SC -2 Sediment Control Log (SCL) SEDIMENT COnTtDL LOG I\STALL IO\ NOTES ,. SEE PLAN VIEW FOR LOCATION AND LENGTH OF SEDIMDNT F".TFOL LOGS. 2. SEDIMENT CONTROL LUGS THAT ACT AS A PERIMETER CONTRJL SHALL BE INSTALLED PRIOR TO ANY UPGRADIENT LAND -DISTURBING ACTVTIES. 3. SEDIMENT CONTROL LOGS SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR OR COCONUT FIBER, AAIB SHALL BE FREE OF ANY NOXIOUS WEED SEEDS OR DEFECTS INCLUDING POPS, HOLES ONO OBVIWS WEAR. 4. SEDIMENT CONTROL LOGS MAY BE USED AS SMALL CHECK GAMS IN DITCHES AND SWALLS. HOWEVER, THEY SHOULD NOT BE U50 IN PERENNbIL STREAMS. 5. R IS RECOMMENDED THAT SEDIMENT CONTROL LOGS BE TRENCHED IMO ME GROUND TO A DEPTH OF APPROXIMATELY A OF ME DIAMETER OF THE LOG, IF TRENCHING TO THIS DEPTH IS NOT FEASIBLE AND/OR DESIRABLE (SHORT TERM INSTALLATION WITH DESIRE NOT TO DAMAGE LANDSCAPE) A LESSER TRENCHING DEPTH MAY BE ACCEPTABLE WITH MORE ROBUST STARING. COMPOST LOGS THINT ME 8 LB/Fr OO NOT NEED TO BE TRENCHED. S. THE UPHILL SIDE OF THE SEDIMENT CONTROL LOG SHALL BE BACKDLL-M WITH SOIL OR FILTER MATERIAL THAT 15 TREE OF ROCKS AND DEBRIS, THE SOIL SHALL BE TIGHTLY COMPACTED INTO THE SHAPE OF A RIGHT TRIANGLE USING A SHOVEL OR WEIGHTED LAWN ROLLER OR BLOWN IN PLACE. 7. FOLLOW MANUFACTURERS' GUIDANCE FOR STAKING. IF MANUFACTURERS' INBTRUCTIONS DO NOT SPECIFY SPACING. STORES SHALL BE PLACED ON 4' CENTERS AND EMBEDDED A MINIMUM OF 6' INFO ME GROUND. 3" OF ME STAKE SHALL PROTRUDE FROM ME TOP OF THE LOG. STAKES MAT ME BROKEN PRIOR TO INSTALLATION SHALL RE REPLACED. COMPOST LOGS SHOULD BE STAKED 10' ON CENTER. SEDIMENT CONTROL LOG MAINTENANCE NOTES 1. INSPECT BMPS EACH WORKDAY AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF Si SHOULD BE OURS) FIX NOT RFA STORM INSPECT BMPS AS SOON M POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION. AND PERFORM NECESSARY MAINTENANCE 2. FREQUENT OBSERVATIONS AND MAINTENANCE ME NECESSARY TD MAINTAIN BMPS IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPS HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. SEDIMENT ACCUMULATED UPSTREAM OF SEDIMENT CONTROL LOG SHALL BE REMOVED AS NEEDED TO MAINTAIN FUNCTIONALITY OF ME BMP, TYPICALLY WHEN DEPTH BE ACCUMULATED SEDIMENTS 5 APPROXIMATELY 15 OF ME HEIGHT OF THE SEDIMENT CONTROL LOG. S. SEDIMENT CONTROL LOG SHALL BE REMOVED AT THE END OF CONSTRUCTION.COMPOST FROM COMPOST LOGS MAY BE LEFT IN PLACE AS LONG AS BAGS ARE REMOVED AND THE AREA SEEDED. IF DISTURBED AREAS EXIST AFTER REMOVAL, THEY SHALL BE COVERED WITH TOP SOIL, SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICT I (reTAl3 MM0 nal TRAP W Neal LOLtlwW, JFrrnSLW CIXMIY. CoWPIIq. LUWAS tlMAT'. LrInRAW. AW NAY or Nana. coots o. NOT "FRAE IN MJiW) NOTE MANY JURSDICTIONS HAVE BMP DETAILS THAT VARY FROM DUMB STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DEFAIL SHOULD BE USED WHEN DIFFERENCES ME NOTED. Ad 6 Urban Drainage and Flood Control District November 2015 Urban Storm Drainage Criteria Manual Volume 3 SEDIMENT CONTROL LOU if 4 NTs2101 SF -3 DESIGN CONCEPTS Community+ landscape Architects 211 North Public Flood. Suite 200 Labyeae CO 80026 3036645301 wwwddanet LVA, Il ]3L`Q,Wm Mnat aaulI CO al ISONL x.1951 vnxur.jvaM•com Boulder.Fort Collins Wnter Park Glenwood springs. Denver he N 11- z Z AA CCW U° a W �C/� N W OQ a lyl Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 Drafted By: JPW,XT Checked By: HMM, CRH All drawings and written material appearing herein constitute original and unpublished work of Castle Concepts and may not be duplicated, used or disclosed. EROSION CONTROL DETAILS CE1.4 EC -8 Temporary Outlet Protection (TOP) EXTEND RIWAPTO HEIGHT OF CULVENOR NT OR MY CHANNEL O EH DEPTH, WHICHEVER 15 LESS F Se 3t0P) Dal A 40l TEMPORARY OUTLET PROTECTION PLAN o Lo ne � D 2K050 <Z NON -WOVEN GEOTEGTJLE KEY IN TO 2 x 050 AROUND PERIMETER SECTION A TABLE OP -1. TEMPORARY OUTLET PROTECTION SIZING TABLE PIPE MASS PERCENT PASSING APRON RIPMP Win DIAMETER, 05CHARGE. LENGTHLa DDIAMETER. Go 0 (CFS) (R) NIN (INCHES) 0 - IS V (INCHES) MATCHES SPECIFICATIONS FOR N0. 4 25 5 4 8 5 10 6 12 5 10 4 NATURAL 10 13 6 10 10 6 Is 20 16 9 30 23 12 40 26 16 NATURAL 30 16 9 24 40 26 9 SO 26 )2 60 1 30 1 16 •• •••p• • amaaolLILMLGI41 TOP -2 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Temporary Outlet Protection (TOP) EC -8 TEMINCRARY QLARIT PROTECTION INSTALLATION NOTES 1. SEE PUN VIEW FOR -LOCATION OF OUIUT PROTECTION. -DIMENSIONS OF OUTLET PROTECTION. 2. DUAL IS INTENDED FOR PIPET MW SLOPE K AOR. ADDITIONAL EVALUATION OF RIPEAP SIZING AND OUREI PR WCTKIN DIMENSIONS REQUIRED FOR STEEPER SLOPES. 3. R IPORMY OUTLET PROTECTION INFORMATION IS FOR OURETS INTENDED M BE URUZED LESS THAN 2 YEARS. TEMPORARY T TION INSPECTION i E NOTE 1. INSPECT BMP: EACH WORKDAY, ANO MAINTAIN MOM IN EFFECTIVE OPERATING CONDITION. WIIMENMCE OF BMN SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMFS AS SOON AS POSSIBLE (TARO ALWAYS WITHIN 24 HOURS) FOLLOWYNC A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINRNMICE ME NECESSARY TO MAINTAIN SMIN IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 1 WHERE SHIN HAVE FAILED. REPAR OR REPLACEMENT SHOULD BE INITIATED UPON WSCONEW OF THE FAILURE. NOTE: MANY JURISDICTIONS HAVE BMP OETNLS THAT VARY FROM UOFCO STANDARD DETAILS. CONSULT WITH LOCAL JURISUCTIONS AS TO WHICH WTML SHOULD GE USED WHEN DRFFERENCES ARE NOTED (I¢rrss ,Nvs1m rmv u1wxNA cmawm .wo mmmis rrxsw w wwur ; rnr xvwNa[ Ix wrrc-Vrt November 2010 Urban Drainage and Flood Control District TOP -3 Urban Storm Drainage Criteria Manual Volume 3 OUTLET PROTECTION , NTS EC -6 Rolled Erosion Control Products (RECP) ECB PERIMETER JOINT ANCHOR TOP OF ANCHOR TRENCH. Ti.HANNEL BANK TRENCH. TP. / ANCHOR OETAILS DISTURBED AREAS OF STREAMS AND DRAINAGE CHANNELS TO DEPT 0 ABOVE CHANNEL INVERT. ECB SHALL GENERALLY BE ORIENTED PAULLEL TO FLOW DIRECTION O.E. LONG ONINSIGNs OF BunKET PARALLEL TO FLOWUNES) STAKING PATTERN SHAL-L MATCH ECB AND/OR CHANNEL "i ECB -1. PIPE OUTLET TO DRAINAGEWAY JOINT ANCHOR TYPE OF ECB, TRENCH. Ill. _Nww INDICATED IN PLAN MEW 6" f TOPSOIL - ECB SHALL M EMEND i0 WE OP OF ME - CHANNEL U \_ PERIMETER ANCHOR t FRENCH, TYR. ` COMPACTED SUICRAW PER MANUFACTURER SPEC. OR PATTERN m0/OR CHANNEL TYPE (SEE STAKING ECB -2. SMALL DITCH OR DRAINAGEWAY GEOTEXTILE FABRIC 0R NAT. ttP. 7 3e MIN, TYP. IM, SINGLE EDGE STAKE, TTP. COMPACTED COME T TYP. PFPIYFIFR ANCNON TRENCH ANO EDGES BF Two ADJACENT POLLS JOINT MICRON TRENCH LOOP FRBM Vlook OF ROLL NTERMEOIATE ANCHOR TRENCH LO OVERLAPPING JBIMJOINT T� 3" MIN. MIN. 1 WOOD STAKE DETAIL Rolled Erosion Control Products (RECP) EC -6 STAGGER OVERLAPS ONERSIOX DITCH OF k_ / I - OVERLMPING JOINT IYPICPLLT AT TOP OF /T/�I �`/ SLOPE STAKING PATTERN PER MANUFACTURER SPEC. OR PATTERN BASED ON ECB MOOR SLOPE TYPE (SEE STAKING PATTERN DEAL) fRIMETER ANCHOR FRENCH ECB -3. OUTSIDE OF DRAINAGEWAY PERIMETERFWD� ROLL ANCHORFRENCH 0RJOINTEYP. w w-Aw 6 A W 6 c n �' 4 1 • a• T2 STBAw STRAW -COCONUT COCONUT OR EXCELSIOR STAKING PATTERNS BY ECB�PEPATTERNS BY ECBNPE o - KW 2. J 1 yTT 3' ri K W 6 riW 6 L •FW R KW a kW 111 4:1-3:1 3:1-2:1 CA AND STEEPER SLOPES 2 SLOPES SIOPES 4.l l q w y.f 11 w 10 2. 20" 20"IO ROW CHANNEL HIGH ROW CHANNEL STAKING PATTERNS BY SLOPE OR CHANNEL TYPE SC -5 Rock Sock (RS) 1$e (MINUS) CRUSHED ROCK R J ENCLOSED IN WIRE MESH OF (MINUS) CRUSHED ROCK ENCLOSED IN WIRE MESH WIRE TIE ENDS - - 4" TO 6' MAX AT TO" CN BEDROCK OR GROUND SURFACE CURBS, OTHERWISE HARD SURFACE, 2" 0" -IB" DEPENDING IN SOIL ON EXPECTED SEGMENT LOADS ROCK SOCK SECTION ROCK SOCK PLAN ANY GAR AT JOINT SHLLL BE RULED Wml AN ADEQUATE AMOUNT OF 0i" (MINUS) CRUSHED HOCK AND WRAPPED WITH ADDITIONAL WIRE MESH SECURED TO ENDS OF ROCK ROCK SOCK, REINFORCED SOCK. AS AN ALTERNATIVE TO FILLING JOINTS TYP BETWEEN ADJOINING ROCK SOCKS WITH CRUSHED ROCK AND 12" 12" ADDITIONAL ORE WRAPPING, ROCK SOCKS CAN BE OYERUMED (TYPICALLY 12 -INCH OVERLAP) TO AMID GAPS, GRAMTION TABLE ROCK SOCK JOINTING I. SEE PUN VIEW FOR: PER NSHN N4J. All POCK SHP11 BE OF ROCK SOCKS. 2. CRUSHED ROCK SHALL BE Il (MINUS) IN SIZE WITH A FRACTURED FACE (ALL SIDES) AND SHALL COMPLY EDM GRADATION SHOWN ON THIS SHEET (IW MINUS). 3. WIRE MESH SHOD. BE FABRICATED OF 10 GAGE POULTRY MESH, OR EQUIVALENT. WITH A MAXIMUM OPENING OF Ke. RECOMMENDED MINIMUM ROLL WHOM OF 48" 4. WIRE MESH SHNL BE SECURIED USING "HOC RINGS" OR WIRE RES AT 6- CENTERS ALONG NL JOINTS AND AT 2" CENTERS ON ENDS OF SOCKS, 5, SOME MUNICIPAmES MAY ALLOW ME USE OF FILTER FABRIC AS AN ALTERNATIVE TO WIRE. MESH FOR ME ROCK ENCLOSURE. RS -1. ROCK SOCK PERIMETER CONTROL RS -2 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 Rock Sock (RS) SC -5 ROCK SOCK WJ NMCF NOES I, INSPECT BMPS EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINIENMICE OF WIN SHOULD BE PROACTIVE, NOT REACTIVE. ASPECT BMFa AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM MAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS ANO MAINTENANCE ME NECESSARY TO MAINTAIN Gal INOIDON EFFECTIVE OPERATING CON. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3, WHERE Bull HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4, ROCK SOCKS SHALL BE REPLACED IF THEY BECOME HEAVILY SOILED. OR DAMAGED BEYOND REPAIR. 5. SEDIMENT ACCUMUUTEO UPSTREAM OF ROCK SOCKS SHALL BE REMOVED AS NEEDED TO MAINTAIN FUNFUNCTIONALITY OF THE BMP, TYPICALLY WHEN DEPTH OF MCUMUUTEO SF111MEN15 5 MPROXIMARLY g OF AHE HEIGHT OF ME RINGS SOCK, B ROCK SOCKS ME TO REMAIN IN PUCE UNTIL THE UPSTREAM DISMRSM AREA IS D SBAPPROVED IUZED AND BY ME LOCAL JURISDICTION. Z. WHEN ROCK SOCKS ARE REMOVED, ALL DISTURBED AREAS SHALL BE COVERED EDM TOPSOIL. SEEDED AND MULCHED OR OTHERWISE STABILIZED AS APPROVED BY LOCAL JURISDICTION. laMANY JURISDICTIONS HAVE BMP DETAILS TINT VARY FROM UOFCO STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ME NOTED. NOTE_ THE DETAILS INCLUDED WITH THIS FACT SHEET SHOW COMMONLY USED. CONVENTIONAL METHODS OF ROCK SOCK INSTAlUTON IN ME DENVER METROPOUTAN AREA. THERE ME MANY OTHER SIMILAR PROPRIETARY PRODUCTS ON ME MARKET. JORGE) NEITHER NOORSES NOR DISCOURAGES USE OF PROPRIETARY PROTECTION PRODUCTS; HOWEVER. IN ME EVENT PROPRIETARY METHODS ARE USED. ME APPROPINATE DETAIL FROM ME MANUFACTURER MUST BE INCLUDED IN ME SWMP AND THE BMP MUST BE INSTALLED AND NAINTANED AS SHOWN IN WE MANUFACTURER'S DETAILS. November 2010 November 2010 EC -6 Rolled Erosion Control Products (RECP) EROSION CONIR01 RIANKU INSTAIMON NO 1. SEE PUN VIEW FOR: -LOCATION OF EGG. -TYPE OF ECB (STRAW, STRAW -COCONUT, COCONUT, OR EXCELSIOR). -AREA, A, IN SOLMBE YARDS OF EACH TYPE OF ECB, 2. LOOS NATURAL MRD GODEGRADMLE MATERIALS PRE PREFERRED FOR BEGAN. ALTHOUGH SOME JURISDICTIONS MAY ALLOW OWER MATERIALS IN SOME APPLICATIONS. 3. IN AREAS WHERE EC9x SHOWN WN ON ME PLANS, ME PERMITTEE SHALL PLACE TOPSOIL AND PERFORM FINAL GRADING. SURFACE PREPARATION, AND SEEDING AND MULCHING SUBGRAOE SHALL BE SMOOTH AND MOST PRIOR TO ECB INSTALLATION AND ME ECB SHALL BE IN FULL CONTACT WITH SUGGRADE. NO CAPS OR VOIDS SHALL EXIST UNDER ME BLANKET. 4. PERIMETER ANCHOR TRENCH SHALL. BE USED ALONG ME OUTSIDE PERIMETER OF ALL LAN BKET MEAS. 5. JOINT ANCHOR WENCH SHALL BE USED TO JON ROLLS OF Sees TOGETHER (LONGITUDINALLY AND TRANSVFRS£LY) FOR ALL Sees EXCEPT STRAW WHICH MAY USE AN OVERIPAPPING JOINT. 6. IWERMEDAR ANCHOR TRENCH SHALL SE USED AT SPACING OF ONE-HALF ROLL LENGTH FOR COCONUT AND EXCELSOR ECEN.LL Z. OVERLAPPING JOINT DETAIL SHASE USED TO JOIN ROLLS OF ECBs TOGETHER FOR ECBs ON SLOPES. B. MATERIAL SPECIFICATIONS OF ECBa SHALL CONFORM TO TABLE ECB -I. 9. ANY AREAS OF SEEDING AND MULCHING DISTURBED IN ME PROCESS OF INSTALLING DOES SHALL BE RESEEDED AND MUI.CHEO. 10. DETAILS ON DESIGN PLANS FOR "OR DRAINAGEWAY STABILIZATION WILL GOVERN IF DFFERENT FROM THOSE SHOWN HERE. TABLE ECB -I. ECB MATERIAL SPECIFICATIONS TYPE SIEVE SIZE MASS PERCENT PASSING EXCELSIOR SQUARE MESH SIEVES N0. 4 2" IN lose 90 - 100 le 20-55 Ism 0 - IS V 0-5 MATCHES SPECIFICATIONS FOR N0. 4 COARSE AGGREGATE FOR CONCRETE Mutual FRACTURED FACE. ALL SIDES. I. SEE PUN VIEW FOR: PER NSHN N4J. All POCK SHP11 BE OF ROCK SOCKS. 2. CRUSHED ROCK SHALL BE Il (MINUS) IN SIZE WITH A FRACTURED FACE (ALL SIDES) AND SHALL COMPLY EDM GRADATION SHOWN ON THIS SHEET (IW MINUS). 3. WIRE MESH SHOD. BE FABRICATED OF 10 GAGE POULTRY MESH, OR EQUIVALENT. WITH A MAXIMUM OPENING OF Ke. RECOMMENDED MINIMUM ROLL WHOM OF 48" 4. WIRE MESH SHNL BE SECURIED USING "HOC RINGS" OR WIRE RES AT 6- CENTERS ALONG NL JOINTS AND AT 2" CENTERS ON ENDS OF SOCKS, 5, SOME MUNICIPAmES MAY ALLOW ME USE OF FILTER FABRIC AS AN ALTERNATIVE TO WIRE. MESH FOR ME ROCK ENCLOSURE. RS -1. ROCK SOCK PERIMETER CONTROL RS -2 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 Rock Sock (RS) SC -5 ROCK SOCK WJ NMCF NOES I, INSPECT BMPS EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINIENMICE OF WIN SHOULD BE PROACTIVE, NOT REACTIVE. ASPECT BMFa AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM MAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS ANO MAINTENANCE ME NECESSARY TO MAINTAIN Gal INOIDON EFFECTIVE OPERATING CON. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3, WHERE Bull HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4, ROCK SOCKS SHALL BE REPLACED IF THEY BECOME HEAVILY SOILED. OR DAMAGED BEYOND REPAIR. 5. SEDIMENT ACCUMUUTEO UPSTREAM OF ROCK SOCKS SHALL BE REMOVED AS NEEDED TO MAINTAIN FUNFUNCTIONALITY OF THE BMP, TYPICALLY WHEN DEPTH OF MCUMUUTEO SF111MEN15 5 MPROXIMARLY g OF AHE HEIGHT OF ME RINGS SOCK, B ROCK SOCKS ME TO REMAIN IN PUCE UNTIL THE UPSTREAM DISMRSM AREA IS D SBAPPROVED IUZED AND BY ME LOCAL JURISDICTION. Z. WHEN ROCK SOCKS ARE REMOVED, ALL DISTURBED AREAS SHALL BE COVERED EDM TOPSOIL. SEEDED AND MULCHED OR OTHERWISE STABILIZED AS APPROVED BY LOCAL JURISDICTION. laMANY JURISDICTIONS HAVE BMP DETAILS TINT VARY FROM UOFCO STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ME NOTED. NOTE_ THE DETAILS INCLUDED WITH THIS FACT SHEET SHOW COMMONLY USED. CONVENTIONAL METHODS OF ROCK SOCK INSTAlUTON IN ME DENVER METROPOUTAN AREA. THERE ME MANY OTHER SIMILAR PROPRIETARY PRODUCTS ON ME MARKET. JORGE) NEITHER NOORSES NOR DISCOURAGES USE OF PROPRIETARY PROTECTION PRODUCTS; HOWEVER. IN ME EVENT PROPRIETARY METHODS ARE USED. ME APPROPINATE DETAIL FROM ME MANUFACTURER MUST BE INCLUDED IN ME SWMP AND THE BMP MUST BE INSTALLED AND NAINTANED AS SHOWN IN WE MANUFACTURER'S DETAILS. November 2010 November 2010 EC -6 Rolled Erosion Control Products (RECP) EROSION CONIR01 RIANKU INSTAIMON NO 1. SEE PUN VIEW FOR: -LOCATION OF EGG. -TYPE OF ECB (STRAW, STRAW -COCONUT, COCONUT, OR EXCELSIOR). -AREA, A, IN SOLMBE YARDS OF EACH TYPE OF ECB, 2. LOOS NATURAL MRD GODEGRADMLE MATERIALS PRE PREFERRED FOR BEGAN. ALTHOUGH SOME JURISDICTIONS MAY ALLOW OWER MATERIALS IN SOME APPLICATIONS. 3. IN AREAS WHERE EC9x SHOWN WN ON ME PLANS, ME PERMITTEE SHALL PLACE TOPSOIL AND PERFORM FINAL GRADING. SURFACE PREPARATION, AND SEEDING AND MULCHING SUBGRAOE SHALL BE SMOOTH AND MOST PRIOR TO ECB INSTALLATION AND ME ECB SHALL BE IN FULL CONTACT WITH SUGGRADE. NO CAPS OR VOIDS SHALL EXIST UNDER ME BLANKET. 4. PERIMETER ANCHOR TRENCH SHALL. BE USED ALONG ME OUTSIDE PERIMETER OF ALL LAN BKET MEAS. 5. JOINT ANCHOR WENCH SHALL BE USED TO JON ROLLS OF Sees TOGETHER (LONGITUDINALLY AND TRANSVFRS£LY) FOR ALL Sees EXCEPT STRAW WHICH MAY USE AN OVERIPAPPING JOINT. 6. IWERMEDAR ANCHOR TRENCH SHALL SE USED AT SPACING OF ONE-HALF ROLL LENGTH FOR COCONUT AND EXCELSOR ECEN.LL Z. OVERLAPPING JOINT DETAIL SHASE USED TO JOIN ROLLS OF ECBs TOGETHER FOR ECBs ON SLOPES. B. MATERIAL SPECIFICATIONS OF ECBa SHALL CONFORM TO TABLE ECB -I. 9. ANY AREAS OF SEEDING AND MULCHING DISTURBED IN ME PROCESS OF INSTALLING DOES SHALL BE RESEEDED AND MUI.CHEO. 10. DETAILS ON DESIGN PLANS FOR "OR DRAINAGEWAY STABILIZATION WILL GOVERN IF DFFERENT FROM THOSE SHOWN HERE. TABLE ECB -I. ECB MATERIAL SPECIFICATIONS TYPE COCONUT STRAW EXCELSIOR RECOMMENDED CONTENT CONTENT CONTENT NETTINCA Bill - 100% _ DOUBLE/ Mutual ONUT MIN TOR MAX - NATURAL COCONUT IOOR DOUBLE/ NATURAL EXCELSIOR DOUBLE/ 100% NATURAL RECP-6 Urban Drainage and Flood Control District November 2010 November 2010 Urban Drainage and Flood Control District RECP-7 RECP-8 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Mutual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 EROSION CONTROL BLANKET 3 NTS ROCK SOCKS NTS Urban Drainage and Flood Control District RS -3 Urban Storm Drainage Criteria Manual Volume 3 Rolled Erosion Control Products (RECP) EC -6 VROUON CONTR01 RI WKR MAINTENANCE NOTES 1. INSPECT BMPN EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BAPS SHOULD BE PROACTIVE, NOT REACTnE. INSPECT BMPs AS SOON AS POSSIBLE (MD ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM MAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MANTENANCE- 2. FREQUENT OBSERVATIONS MRO MAINTENANCE ME NECARY ESSTO MAINTAIN Coal IN EFFECTIVE OPERATING CONDITION. INSPECTIONS ARO CORRECTIVE MEASURES SHOULG BE DOCUMENTED THOROUGHLY. 3, WHERE Bull HAVE FAILED. REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON LNSCOVERY OF ME FAILURE. 4 ECBs SHALL BE LEFT IN PLACE TO EVENTUALLY BIODEGRADE, UNI£SS REQUESTED TO BE REMOVED SY ME LOCM JURISDICTION. NY 5. AECS PULLED OUT. TORN. OR OTHERWISE DAMAGED SHALL BE REPARED OR NEINSTNIED. ANY SUBGRADE AREAS BELOW ME GEOTEXTILE THAT HAVE EROOEO TO CREATED A VOID UNDER ME BLANKET. OR THAT REMAIN DEVOID OF GRASS SHALL BE REPAIRED. RESEEDED ANO MULCHED AND ME ECB REMSTALIED. NOF. MANY JURISDICTIONS HAVE BMP DEMATALS AT VARY FROM UOFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS M MACH OETML SHOULD BE USED WHEN DIFFERENCES PRE NOTED. (Nereusanal Now Caucuses xxns ca.Wrve caroveon inn ce Parent crucial Par Ka us[ In Nva) aa November MID November 2010 Urban Drainage and Flood Control District RECP-9 Urban Storm Drainage Criteria Manual Volume 3 DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road. Suite 200 Lafaye CO BW26 3036645301 WWw Jda Wet All Arm ow'!'Wm Mreat aeull CO ni NO9.4 4.1951 nvnv.IvehriNcom Boultler. Fort Collins. Wnter Park Glenwood springs. Danner N H QZ AA CCW U° CL. W C N W OQ a lyb w OC) Nt� 3 Q 0 w o 0 D ce4 ~ Q _ Project HO.: 22108.00 a Issued For: Date: Bid Set 04.16.21 Drafted By: JPW,XT Checked By: HALM, Cl All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. EROSION CONTROL DETAILS CE1.5 N89°34'31"E 2644.4 PROSPECT LAKE, I J I Or AIL STREET e ®..�. ..� I e I CKt11-`' DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net Jw41nc./I 1319 Spruce street Boulder, 00 8030'si Ui 303.444.1951 www.jvajva.com Boulder • Fon Collins • Winter Park Glenwood Springs • Denver i W CD _ 0 �w �o o� CV Lu i17 Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 Drafted By: JPW, XT Checked By: HMM, CRH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. OVERALL SITE PLAN 80 0 80 160 C100 SCALE IN FEET 01.59 PE�Ve-_ _ _ _ 1. ° y^ SANITARY MANHOLE WATER LEQ Q 1 SET MAG A \ 00 / A I � MA,NH LE pd\° I 0.6 v � � �, © IM ELEV: 5393' RIM E�� 399.16' .S� � \ INV IN: 5389.13 (W) °" / RI LEV: 5aNO2.^' 8" PVC �'{j900 '� < <. \ \ PTIC INV :I 5305NO ) 'FIBER 011, �9 OOPTIC I TI�0.94 \ 9.97 FL HOLE INV OUT: 5389.08 (E) X INV 0 53 0 POTHOLE 1 l \� T � 1°9 ° O 1 N POLY, held: base of rebar and plastic cap found m 2.41 I 00.32 L ��° Al\POE 0.14 FL 29 e 2.47 "TWO 1-1,t-1/ POLY, )IN 1 2 `Y` •5 M MA stamped: "PLS 14112" O � 02.80 2q-121 � --- ,r, 1.54 I td 153_2 F 0.19 FL o bent/disturbed OU.TLET STRUCTURE o' °/ \ 132 LF g°�-� 002 6" CURB INV IN: 5394.92' ) \ 02.43 \ �. a 2. ° \ 02.79 /I x ( ) Z 1 c�i 01.26 RIM 5399.12' \f \ x . CD1.1 • \ .PVC C900 1\9 0 AT BACK OF RAMP ( \ \ FOOTINGS W 737 INV IN: 5394.55' S OR °.. d.5% ` 5 1 v (TYP) INV IN: 5394.5/ (W) Q / STRUC�Ull IS 01.93 0 02.65 / • ° � 02 � I .28 FL --I\00.3 INV OUT: 5394.49' (E) � � FOR All FOOTINGS) \\°' Ir I _ _ _ _ _ _ _ _ 0.\ 01.18 F 00.70 (Exhibit A: Parcel E) I \ 02.53 / I 42 3 02.55 09%34 00.89 \ ' / \ \ \ I I x 02.90 - - - - - - - -1 02.56 0 1. 1.9% 00.8 \ \ \ I I 1 i CD1.1 1 8801.26 I I+ _J z /cl ° 03• Y o z - - - - - - - - ° J = �o CURB INLET \ Q 00.32 FL' FLOWLINE: 5398.70' + N ¢ INVERT: 5395�.49' 1 02.42 \ I ^° 01.60 FL l \ \ I ° \ +' 24" AREA DRAIN \ I x 0 2.7}1 o}' RIM 5400.40 0070 I 02.62 INV 53_�(6" PVC) I II 6Il _ -+ TOP OF BERM � N1708488.92 � E3105293.63 1:9 ° 9 i 01.74 FL . /1 / I 2 1II� x 2:88 Q 1 \ 03.12 HASE W/ 2 X2. I Cn �� I 03.54- 03.61 \ 'I \ k I 0 VMATCH ONC APRON I EXIST GRASO I X • R�t•�-_-G9�:fG1N:�llih7ll�:_��'_�����J� 03.04 . '�_-�i��I _ �--'�I , inl4i �A7�� 1 • / \\ ���' ,• • �. �� • U2T1 IL3IT-6Y9 h�1��N•� SAIe OUTLET STRUCTURE DCD111 �� 11 111 ••1 - 1//F-• 13. 1 02 .97.02.80 60/82' I 1 ° a E E E �`�=� ,a 1 -�s�1 I!` �^� • • • `�� • s'� • • I s.'O\� •- • • /_� ....• - • �� •aiirwri� • • 1 °1 02.76 ME ? / e 01.59 PE�Ve-_ _ _ _ 1. ° y^ SANITARY MANHOLE WATER LEQ Q 1 SET MAG A \ 00 / A I � MA,NH LE pd\° I 0.6 v � � �, © IM ELEV: 5393' RIM E�� 399.16' .S� � \ INV IN: 5389.13 (W) °" / RI LEV: 5aNO2.^' 8" PVC �'{j900 '� < <. \ \ PTIC INV :I 5305NO ) 'FIBER 011, �9 OOPTIC I TI�0.94 \ 9.97 FL HOLE INV OUT: 5389.08 (E) X INV 0 53 0 POTHOLE 1 l \� T � 1°9 ° O 1 N POLY, held: base of rebar and plastic cap found m 2.41 I 00.32 L ��° Al\POE 0.14 FL 29 e 2.47 "TWO 1-1,t-1/ POLY, )IN 1 2 `Y` •5 M MA stamped: "PLS 14112" O � 02.80 2q-121 � --- ,r, 1.54 I td 153_2 F 0.19 FL o bent/disturbed OU.TLET STRUCTURE o' °/ \ 132 LF g°�-� 002 6" CURB INV IN: 5394.92' ) \ 02.43 \ �. a 2. ° \ 02.79 /I x ( ) Z 1 c�i 01.26 RIM 5399.12' \f \ x . CD1.1 • \ .PVC C900 1\9 0 AT BACK OF RAMP ( \ \ FOOTINGS W 737 INV IN: 5394.55' S OR °.. d.5% ` 5 1 v (TYP) INV IN: 5394.5/ (W) Q / STRUC�Ull IS 01.93 0 02.65 / • ° � 02 � I .28 FL --I\00.3 INV OUT: 5394.49' (E) � � FOR All FOOTINGS) \\°' Ir I _ _ _ _ _ _ _ _ 0.\ 01.18 F 00.70 (Exhibit A: Parcel E) I \ 02.53 / I 42 3 02.55 09%34 00.89 \ ' / \ \ \ I I x 02.90 - - - - - - - -1 02.56 0 1. 1.9% 00.8 \ \ \ I I 1 i CD1.1 1 8801.26 I I+ _J z /cl ° 03• Y o z - - - - - - - - ° J = �o CURB INLET \ Q 00.32 FL' FLOWLINE: 5398.70' + N ¢ INVERT: 5395�.49' 1 02.42 \ I ^° 01.60 FL l \ \ I ° \ +' 24" AREA DRAIN \ I x 0 2.7}1 o}' RIM 5400.40 0070 I 02.62 INV 53_�(6" PVC) I II 6Il _ -+ TOP OF BERM � N1708488.92 � E3105293.63 1:9 ° 9 i 01.74 FL . /1 / I 2 1II� x 2:88 Q 1 \ 03.12 HASE W/ 2 X2. I Cn �� I 03.54- 03.61 \ 27 IX + 0279 t~ 1 I I I i / 1 03.11 T . + o �\ / . II I\\\ \I I 11 y FUNDING III LLC f 03.48 D3 0� (TOP FOOTINGS FOR \ 1 I \ \1 ,I 2-00-076 b3.-46- - - / 1 )043609 x ; \ 0 ' FORUA LF 0 SINGS 1 3' CONC PAN V a I 1 II II \\ FENCING IL III I \ / ) / .. STRUCTURE II I I I \\ 1 <I (STONE) I 1\ 1 F - 03.-V 0. 02.8 � I x LIGHT POLES I ° d (TYP, RE:ELEC) + 4. \ - - - - Lld I I ^. . o I 01.92 FL \\ \^j �� 1 I 1 SPEED I II \ 1 f Q 1 1 BUMP \ 1 02.45 / cn 1 rr ��• .. ��I ALTERNATE #1 \� I PICKLE BALL COUR �3 , - s II, I SURROUNDING F /WORK /� \ AS SHOWN (RE: ESCAPE�) // I I 1 11 1.2� ° W �t I x l � � \ / s, il.07. is 4 \\ o r\ I1. `_/ IRR ou 4.3 \ 03.67 03.54 1 02%.16 FL a J \ I 4-02- _\\\ = 03. 1 03.54 02.25. fL 02.35.FL v �� I a ° \ 11\7 J f o 01.7FL X \ 02.32 FL -C*T-19 � 02.45k F \\ " \ "' I IR 1 \ 03.-75 03.67 0.3.47 3.05 102.18 FL 1 02.47. F \ 1 © / �- - - - - 0 A - - - - - - - - 1.4% 3. 02.26 FL 4 "7 8 °-CA 1 02.19 1 11 / IRR I _ - - - - - - - - - _ I _ I 02 44 02 56 FL 02 14 o A 0 c ° 1 \ 03.12 HASE W/ 2 X2. �� I 03.54- 03.61 \ 'I \ k I 01.92 FL \\ \^j �� 1 I 1 SPEED I II \ 1 f Q 1 1 BUMP \ 1 02.45 / cn 1 rr ��• .. ��I ALTERNATE #1 \� I PICKLE BALL COUR �3 , - s II, I SURROUNDING F /WORK /� \ AS SHOWN (RE: ESCAPE�) // I I 1 11 1.2� ° W �t I x l � � \ / s, il.07. is 4 \\ o r\ I1. `_/ IRR ou 4.3 \ 03.67 03.54 1 02%.16 FL a J \ I 4-02- _\\\ = 03. 1 03.54 02.25. fL 02.35.FL v �� I a ° \ 11\7 J f o 01.7FL X \ 02.32 FL -C*T-19 � 02.45k F \\ " \ "' I IR 1 \ 03.-75 03.67 0.3.47 3.05 102.18 FL 1 02.47. F \ 1 © / �- - - - - 0 A - - - - - - - - 1.4% 3. 02.26 FL 4 "7 8 °-CA 1 02.19 1 11 / IRR I _ - - - - - - - - - _ I _ I 02 44 02 56 FL 02 14 o A 0 c ° 1 N - - - - - II 03.91 1 0293, -FI --V-1 2.0 FL \ J - 5400 402- 04.10 04.06 } J U) \ I .. ,1 I 1 0250 I\ 04.01 4.01 of I I 02.59 \ \\ AAD , \ x \ I D � _ _ _ _ ° // • I 03_ 3% T4% \\© \\ I m A RASH ENCLO URE 4URB } 1.8 \\ \\ m 00.22 E DOWN -TURN SEE C3.0 _I \ 4 tl , 1 I \\ . -A \\© \`Q I 99.78 BW \ - - - - - - - - - - 03.30 ME \ 00.63 FL TW 99.95 BW ME I l \\ ���\ 99.95 FL TW - -CURB - - - - - - - 04.32 1 \ \ /- 0t3% • ori °I - 04.22- 0- - 1 02.5 L LIGHT POLE GUTTE TO BE I I \ �i s 04-68 04.74 a o I 2Q 03.41 FL ° \ 21 3 69 57/76 0 67 AT 2%�� 0_4.23 r-3_ I I ° \ " + - - - STALLS (TYP) - s . 04.13 FII 1 03.07 0 .87v \ :1% \�� \�� 01.19 T IN, \ • :8 2.5% I - .. b\ _ _ ° 03.70 ME �� � � 00 33 M6� 03.80 FL r0 . 03.01 a - - SPILL 04 1 03.71 03.68 FL ° 03.18 l 03.4 a I 04.06 L 0 .14 FL + 1 1 r o° 03.54 FL 1 0 .69 M // 1 NI 04.11�F &-04.12 3.73 FL I L I I I 01.18 00.85 M \ 0 3.95 L x03.65 FL + 03.59 FL N I I ALL \ + _ 03.8_5 FL__ �l __ \� 1 02.93 FL 0 .76 F ` ( E: ST UC) \ X °1 03.65 ME 03.69 ME - -- 03.73 ME 5 03� Z�\\-- P\L 03.02 FL I \ \\ 03.73 FL 03.72 ME U387�L .59\FL I 02. 8 FL \\ \\ 03.70 ME 03.71 ME I 03.73 FL � � �\ 03.60 FL I �° /0000 I \ SQO 0000 01 0 1 03.38 FL 11 E I 0000 I 03.36 FL 24" CURB OPENING 03.22 M �� 03.24 0000 03.28�fE ' 03.24 0 03.87-ITI_ME +03.38 ___ __ __ __ ______ _ -14- ---0-3.39 j �\ \\\ - -- -- --- -- -- - - \� \\ 3.09 �VERT URB \ \ 03.6 FL i I 6 FLUSHCURBI E��W E -E W E\Yy /o �+ N 02.81 NI �� AND GUTTER II I I 1\ \ U I \ v X 03 07 FL 0.9% � 0239 FL 03 L 0 � e 03.70 � I 02.9T4. CATC i 02.33 FL 0.5% 5 ° 03.21 ' I 02 68 M I \ 03.13 1 I \ 9 \ - 59 �.6 03.6 °° a � a a° - ° ° 0� ° � � a 0.6%° � / � o 5 0.5 03.56 ° 02.39 _r I' ' �� �a - % \ RAIN GARDEN B ° CD1.2 01.25 I J4- 4" WIDE SIDEWALK 6" CURB ° 0 �e��/ // 02.62 Q // a ° a / DETAILED GRADING PLAN o �+ p� S I GRADING AND DRAINAGE NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. REFER TO GENERAL NOTES FOR UTILITY LOCATION AND PROTECTION. 2. REFER TO HORIZONTAL CONTROL PLAN FOR FURTHER INFORMATION PERTAINING TO CURB & GUTTER, CHASES, AND DRAINAGE PANS. 3. CONTRACTOR IS RESPONSIBLE FOR RESTORING ALL DISTURBED AREAS TO THEIR ORIGINAL CONDITIONS. 4. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE OR FLOWLINE UNLESS OTHERWISE SPECIFIED. 5. IF WALL IS SHOWN, TW DENOTES THE FINISHED GRADE ADJACENT TO THE HIGH SIDE OF THE WALL. BW DENOTES THE FINISHED GRADE ADJACENT TO THE LOW SIDE OF THE WALL.REFER TO ARCH PLANS/DETAILS FOR WALL ELEVATIONS BEYOND THE ADJACENT FINISHED GRADES (EXPOSED WALL CAP/FOOTER, ETC.) UTILITY NOTES: 1. ALL DRY UTILITY AND ELECTRIC SERVICES ARE PROVIDED BY OTHERS AND SHOWN FOR REFERENCE ONLY. SEE MEP PLANS AND SPECIFICATIONS AND COORDINATE WITH ALL UTILITY OWNERS AS NEEDED. 2. CONTRACTOR TO MARK ALL UTILITY STUBS WITH MARKERS. 4 r' 03.12 HASE W/ 2 X2. �� I I 02.72 ME,� \ 'I \ k 0 w N - - - - - II 03.91 1 0293, -FI --V-1 2.0 FL \ J - 5400 402- 04.10 04.06 } J U) \ I .. ,1 I 1 0250 I\ 04.01 4.01 of I I 02.59 \ \\ AAD , \ x \ I D � _ _ _ _ ° // • I 03_ 3% T4% \\© \\ I m A RASH ENCLO URE 4URB } 1.8 \\ \\ m 00.22 E DOWN -TURN SEE C3.0 _I \ 4 tl , 1 I \\ . -A \\© \`Q I 99.78 BW \ - - - - - - - - - - 03.30 ME \ 00.63 FL TW 99.95 BW ME I l \\ ���\ 99.95 FL TW - -CURB - - - - - - - 04.32 1 \ \ /- 0t3% • ori °I - 04.22- 0- - 1 02.5 L LIGHT POLE GUTTE TO BE I I \ �i s 04-68 04.74 a o I 2Q 03.41 FL ° \ 21 3 69 57/76 0 67 AT 2%�� 0_4.23 r-3_ I I ° \ " + - - - STALLS (TYP) - s . 04.13 FII 1 03.07 0 .87v \ :1% \�� \�� 01.19 T IN, \ • :8 2.5% I - .. b\ _ _ ° 03.70 ME �� � � 00 33 M6� 03.80 FL r0 . 03.01 a - - SPILL 04 1 03.71 03.68 FL ° 03.18 l 03.4 a I 04.06 L 0 .14 FL + 1 1 r o° 03.54 FL 1 0 .69 M // 1 NI 04.11�F &-04.12 3.73 FL I L I I I 01.18 00.85 M \ 0 3.95 L x03.65 FL + 03.59 FL N I I ALL \ + _ 03.8_5 FL__ �l __ \� 1 02.93 FL 0 .76 F ` ( E: ST UC) \ X °1 03.65 ME 03.69 ME - -- 03.73 ME 5 03� Z�\\-- P\L 03.02 FL I \ \\ 03.73 FL 03.72 ME U387�L .59\FL I 02. 8 FL \\ \\ 03.70 ME 03.71 ME I 03.73 FL � � �\ 03.60 FL I �° /0000 I \ SQO 0000 01 0 1 03.38 FL 11 E I 0000 I 03.36 FL 24" CURB OPENING 03.22 M �� 03.24 0000 03.28�fE ' 03.24 0 03.87-ITI_ME +03.38 ___ __ __ __ ______ _ -14- ---0-3.39 j �\ \\\ - -- -- --- -- -- - - \� \\ 3.09 �VERT URB \ \ 03.6 FL i I 6 FLUSHCURBI E��W E -E W E\Yy /o �+ N 02.81 NI �� AND GUTTER II I I 1\ \ U I \ v X 03 07 FL 0.9% � 0239 FL 03 L 0 � e 03.70 � I 02.9T4. CATC i 02.33 FL 0.5% 5 ° 03.21 ' I 02 68 M I \ 03.13 1 I \ 9 \ - 59 �.6 03.6 °° a � a a° - ° ° 0� ° � � a 0.6%° � / � o 5 0.5 03.56 ° 02.39 _r I' ' �� �a - % \ RAIN GARDEN B ° CD1.2 01.25 I J4- 4" WIDE SIDEWALK 6" CURB ° 0 �e��/ // 02.62 Q // a ° a / DETAILED GRADING PLAN o �+ p� S I GRADING AND DRAINAGE NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. REFER TO GENERAL NOTES FOR UTILITY LOCATION AND PROTECTION. 2. REFER TO HORIZONTAL CONTROL PLAN FOR FURTHER INFORMATION PERTAINING TO CURB & GUTTER, CHASES, AND DRAINAGE PANS. 3. CONTRACTOR IS RESPONSIBLE FOR RESTORING ALL DISTURBED AREAS TO THEIR ORIGINAL CONDITIONS. 4. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE OR FLOWLINE UNLESS OTHERWISE SPECIFIED. 5. IF WALL IS SHOWN, TW DENOTES THE FINISHED GRADE ADJACENT TO THE HIGH SIDE OF THE WALL. BW DENOTES THE FINISHED GRADE ADJACENT TO THE LOW SIDE OF THE WALL.REFER TO ARCH PLANS/DETAILS FOR WALL ELEVATIONS BEYOND THE ADJACENT FINISHED GRADES (EXPOSED WALL CAP/FOOTER, ETC.) UTILITY NOTES: 1. ALL DRY UTILITY AND ELECTRIC SERVICES ARE PROVIDED BY OTHERS AND SHOWN FOR REFERENCE ONLY. SEE MEP PLANS AND SPECIFICATIONS AND COORDINATE WITH ALL UTILITY OWNERS AS NEEDED. 2. CONTRACTOR TO MARK ALL UTILITY STUBS WITH MARKERS. DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net JVJ4lnc. ": 1319 Spruce street Boulder, 00 BbA'dsi L)'�" 3_03.444.1951 www.jvajva.com Boulder • Fon Collins • Winter Park Glenwood Springs • Denver i LU CD S 0 LU CNI O D-' (") ~ LU r- :: t Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 Drafted By: JPW, XT Checked By: HMM, CRH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. GRADING AND DRAINAGE PLAN C1.1 4 r' 03.12 HASE W/ 2 X2. �� I I 02.72 ME,� k ONC APRON I I X 03.04 . / I / OUTLET STRUCTURE DCD111 02 .97.02.80 M L4NE I 1 ° a E E E ,a 1 \ I 1 / 02.76 ME ? / e \ P% ° \ + % \ I x / a. APPROX LIMITS OF �s / , \ 4 100 -YR FLOODPLAIN s 02.77 02.31 _ Jro ° 2.69 a " 8PVC \\ \���\ \\\\\I x x Al DETAIL ADINT- 02.53 MEI \ \ / I "�11 o I I / I I Q I AT DO 20 0 20 40 / I CONCRETE RAMP \ 4 \ � I ha IK _ 7 SCALE IN FEET \\\\ \\ PROSPECT LAK \\ `a LANDIN ,x LIGHT s \ I I r POLE + I CHAIN LINK FENCING j CD1.0 8" HEADWALL / BRIDGE / : TYPE M RIPRAP PROTECTION 'r------ i I� RRI6GF-.--� I/ DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net JVJ4lnc. ": 1319 Spruce street Boulder, 00 BbA'dsi L)'�" 3_03.444.1951 www.jvajva.com Boulder • Fon Collins • Winter Park Glenwood Springs • Denver i LU CD S 0 LU CNI O D-' (") ~ LU r- :: t Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 Drafted By: JPW, XT Checked By: HMM, CRH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. GRADING AND DRAINAGE PLAN C1.1 PROSPECT LAKE • L-091MMA, MrAIM 1. ilii)®ii PRIOR TO CONSTRUCTION. REFER TO GENERAL NOTES FOR UTILITY LOCATION AND PROTECTION. , REFER TO HORIZONTAL CONTROL PLAN FOR FURTHER INFORMATION PERTAINING TO CURB & GUTTER, CHASES, AND DRAINAGE PANS. 3. CONTRACTOR IS RESPONSIBLE FOR RESTORING ALL DISTURBED AREAS TO THEIR ORIGINAL CONDITIONS. 4. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE OR FLOWLINE UNLESS OTHERWISE SPECIFIED. 5. IF WALL IS SHOWN, TW DENOTES THE FINISHED GRADE ADJACENT TO THE HIGH SIDE OF THE WALL. BW DENOTES THE FINISHED GRADE ADJACENT TO THE LOW SIDE OF THE WALL.REFER TO ARCH PLANS/DETAILS FOR WALL ELEVATIONS BEYOND THE ADJACENT FINISHED GRADES (EXPOSED WALL CAP/FOOTER, ETC.) APPROX LIMITS OF ASPHALT SAWCUT DRI VO CEN I — CD1.0 S" HEADWALL W/ IIS TYPE M RIPRAP PROTECTION ^RAIN GARDEN CD1.2 I II (Exhibit A: Parcel D-10) 3" METAL APPROXIMATE LOC, PIPE UNDER WATER, NOT VI MATCH EXIST ASPHALT GRADE CONCRFTF nRAI OF WH€A;`�GGE STDS (Exhibit A: Parcel D-9) UTILITY NOTES: 1. ALL DRY UTILITY AND ELECTRIC SERVICES ARE PROVIDED BY OTHERS AND SHOWN FOR REFERENCE ONLY. SEE MEP PLANS AND SPECIFICATIONS AND COORDINATE WITH ALL UTILITY OWNERS AS NEEDED. 2. CONTRACTOR TO MARK ALL UTILITY STUBS WITH MARKERS. GcP' II \ I / I / I / I �16" C.M.P. I / INV: 5393.33' I � i (Exhibit A: Parcel D-7) DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net JVA, Inc./I 1319 Spruce street Boulder, 00 8030'si L)i�"303.444.1951 www.jvajva.com Boulder • Fon Collins • Winter Park Glenwood Springs • Denver Z Q WWC W H p ImCL V W W O Q CL i LU CD S 0 �w �o O D-' (") ~ LU Project No.: 22108.00 i17 Issued For: Date: Bid Set 04.16.21 Drafted By: JPW, XT Checked By: HMM, CRH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. GRADING AND DRAINAGE PLAN C1.2 GRADING AND DRAINAGE NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. REFER TO GENERAL NOTES FOR UTILITY LOCATION AND PROTECTION. 2. REFER TO HORIZONTAL CONTROL PLAN FOR FURTHER INFORMATION PERTAINING TO CURB & GUTTER, CHASES, AND DRAINAGE PANS. 3. CONTRACTOR IS RESPONSIBLE FOR RESTORING ALL DISTURBED AREAS TO THEIR ORIGINAL CONDITIONS. 4. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE OR FLOWLINE UNLESS OTHERWISE SPECIFIED. 5. IF WALL IS SHOWN, TW DENOTES THE FINISHED GRADE ADJACENT TO THE HIGH SIDE OF THE WALL. BW DENOTES THE FINISHED GRADE ADJACENT TO THE LOW SIDE OF THE WALL.REFER TO ARCH PLANS/DETAILS FOR WALL ELEVATIONS BEYOND THE ADJACENT FINISHED GRADES (EXPOSED WALL CAP/FOOTER, ETC.) DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net JVA, Inc./I 1319 Spruce street Boulder, 00 8030'si L)i�"303.444.1951 www.jvajva.com Boulder • Fon Collins • Winter Park Glenwood Springs • Denver Z Q WWC W H p ImCL V W W O Q CL i LU CD S 0 �w �o O D-' (") ~ LU Project No.: 22108.00 i17 Issued For: Date: Bid Set 04.16.21 Drafted By: JPW, XT Checked By: HMM, CRH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. GRADING AND DRAINAGE PLAN C1.2 i I I II I ICV U I I� w w PROSPECT LAKE I V) APPROX LIMITS OF I 100 -YR FLOODPLAIN W N I -iE W APPROX LIMITS OF FLOODWAY -- - 00� SPLIT IL _ SET MAG NAIL IN VE 3'F GBADES-AT EDGE =-= a---- �� PROTE XIST HC RAMP, FENC NG _---- - _ _--- TOP BACK OF CURB STAIRS AND RAMP PRIOR �\ L G, AND STAIRS ELEV: 5402.70 CONTRACTOR TO CUT TURNED RAIL END __-- -54 �- _ _ _ _._-- _ ONSTRUCTIONa AND° NOTIFY = - ENGINEER OF ANY �\ 543. AND REATTACH IN DIRECTI - _ r= i y` W- 3PECT LAKE � DISCREPANCIE (RE: LSCAPE) 98.8 CONTRACTOR TO COORD / PAVE SIDEW FLUSH W - - - - - E E E 'PLAY AR BRIDGE GRADES WITH OWNER / WITH TOP OF ADJ EXIST / �E�� 99.25 WALK 99 0� PRIOR TO CONSTRUCTION / ( CONC ELIMINATE + I 01.42 _- r 00.58 UD CONNEC ON 98.98 BW STEP / a Ej 1 5% 99. W. 7�W INV 5396 03' ° 0�. 3 ° 00.45 (RE: LSCAP) / / I 02.12 ME / 68 ME + l WID R R 99.38 TW I © / /_i 4 dJ /TC -- ----- ---5402--1-- ° I\ = WA L �° _ ° LIEE °�9 99.11 BW JEFF nt a -------------- j \I / 'VVATER DISTOICT ° 01.89 ME \ °° ° 1 % Q / O 98.87 BW / BENCHM RK" ° ©/ 50 / / I 1 00.31 99.10 WALK 01.85 01.64 ME 1 P o / I / 01.78 ME - ~ ° ° \ 01: 3 +161 I f ° ° 98. ss .94 ° °a 72 01.8 99.31 BW ° 01.93 I 99.54 WA / 1 1° 01.5 +00.4 / 11 O/ i I + +I ° I 0.63 / 00.9 ° 11+O I a' + _±__ -----_ on a 0074 0 4 ? 1 1 \1 SANITARY �JTH.. I .20. + 55 w 01.23 ME�. 6 55 I 4. 01.13 ME 0051 00.6. $b OP F.FOOTINC�� s \ UCTURE IS \ \ 01.19 ME I i� 5 ALL FOQ \ / + DEPTH:55 i IOSK 0 O a DEPTH: 5.0' j N 00.80 ME 00.61 ME 00.48 ME 00.20 ME \\ I SANITARY MANHOLE -CC 128 / (n P -(\ON 55/ / EX 3p534051� `' + ° cP S I RIM ELEV: 5401.02' / /C43'. /ss / % \JO I 40j` I + w 01.12 ME INV IN: 5393.97 (W) i ss 40 _ i �� / -o- 5 - - \ I INV OUT: 5393.87' (NE) / / NO.331i / / ° ' 8 ++ ° �---------1-- \ 99.81 .0% / o 0 _ s ----- - --- _----- -5401= 55 CEL C� / / o - � 98.44 QS SS -SS 5 s i /� ! o 0 8.05 n SS, 99.25 ME MA CHS ST� �� y 1__ 9S, .. ° S SS SS i �/ i 99.55 ME o o ---\------- -12�AE - -s- \° ° -- 00.72 ME .o o/ S�k4AtfGRADE \\ -x� x�-- \ \ \ I \ \ 01.59 M \\. \ ITA MANHOLE -CCP 119 94' I \ \ -- i --------- -�- � R ELEV: 5400.94' � � KI INV N 5393.24' (W) i // SK \ © \-5401+IN I OU 5393.19' (NE) \ A 01.09 E gyp` \ I �� MATCH EXIST �\ ��/ 97. 8 ME ASPHALT GRADE �� \ SET MAG NAIL IN i LIGHT °A \ ° + I ✓ / TOP ACK 0 CUR �/ ° 1 CU POLE �// ,. 214" 3689 4- 9.44 ° ° FLA I I _ 9.44 E a 11 III\ 1 \\ \ \\\ - - - - - - - - - - --=� Q i -- \ --- - ' ° <., a n ° \ 9 �� A.. - - - J . a° m i 99.49 ME ,. =539, ,. _ _ ------ ---------- - ---5397 - / 5-Sg%53g5_ _5395. -9 _95� r 53943393 =5392_=_5391 _ _ ----�--- -----_ © //_- �,-----_�__-_---- --' --- -GETAitf F OF TOPOGRAPHIC \ \�\ -- / �\ \ /� __ -\-_ - _--_-__-- -� / 11 _ _ -� ------ _ _ _-_-_---_- _- -RMATION \-/�i� / 111111'---- ----\/ 1�-------- ------- \�\�\\\��\ ----------- UTILITY NOTES: 1. ALL DRY UTILITY AND ELECTRIC SERVICES ARE PROVIDED BY OTHERS AND SHOWN FOR REFERENCE ONLY. SEE MEP PLANS AND SPECIFICATIONS AND COORDINATE WITH ALL UTILITY OWNERS AS NEEDED. 2. CONTRACTOR TO MARK ALL UTILITY STUBS WITH MARKERS. DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www cicla net Jw41nc./I 1319 Spruce street Boulder, 00 8030'si Dim 303.444.1951 www.jvajva.com Boulder • Fon Collins • Winter Park Glenwood Springs • Denver H WC am * H p CL V LUW O CL CL i W C) Q O =U LU O D Cn ~ LU r- ►. Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 Drafted By: JPW, XT Checked By: HMM, CRH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. GRADING AND DRAINAGE PLAN 20 ° 20 40 Cl .3 SCALE IN FEET GRADING AND DRAINAGE NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. REFER TO GENERAL NOTES FOR UTILITY LOCATION AND PROTECTION. 2. REFER TO HORIZONTAL CONTROL PLAN FOR FURTHER INFORMATION PERTAINING TO CURB & GUTTER, CHASES, AND DRAINAGE PANS. 3. CONTRACTOR IS RESPONSIBLE FOR RESTORING ALL DISTURBED AREAS TO THEIR ORIGINAL CONDITIONS. 4. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE OR FLOWLINE UNLESS OTHERWISE SPECIFIED. 5. IF WALL IS SHOWN, TW DENOTES THE FINISHED GRADE ADJACENT TO THE HIGH SIDE OF THE WALL. BW DENOTES THE FINISHED GRADE ADJACENT TO THE LOW SIDE OF THE WALL.REFER TO ARCH PLANS/DETAILS FOR WALL ELEVATIONS BEYOND THE ADJACENT FINISHED GRADES (EXPOSED WALL CAP/FOOTER, ETC.) DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www cicla net Jw41nc./I 1319 Spruce street Boulder, 00 8030'si Dim 303.444.1951 www.jvajva.com Boulder • Fon Collins • Winter Park Glenwood Springs • Denver H WC am * H p CL V LUW O CL CL i W C) Q O =U LU O D Cn ~ LU r- ►. Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 Drafted By: JPW, XT Checked By: HMM, CRH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. GRADING AND DRAINAGE PLAN 20 ° 20 40 Cl .3 SCALE IN FEET STA 0+76.33?t\ \ .8".'HEADWALL W/. CD1. \ TYPE M RIPRAP PROTECTION N1707204.97 E3105081.86 \ 4 v \' \ STA 0+32.6 \ \PEPE.0 INLET 'CD1'.0 00 50 N17N 1 a 4 tl \ \ E3105056.71. + +� \ a ° \4 J► B \� CONTINUED 6° + SEE C1?2 va. -0+20 0+00 0+40 STORM LINE 1 PROFILE SCALE: 1"=20' HORIZ 1"=5' VERT 4 o STA 0+05. OUTLET STRUSTURE �N170 194.93 E310513`4\.48 y 0+80 1+00 s \ -0+55.47 STA 0+47.14 8"a HEADWALL W/ TYPE M RIPRAP PROTECTION 1708158.52 3105153.74 'no IISHED GRAIE ®1 GRADE�M-- ' 11 �■■t K1f•:a�J �I� ' 11 _1-_V+_MI!,� .I I C' /'. 11 �n■�rf�i' ' 11 SII■�i�lfl�� �■i��iii MEW. 11I. M■ ' 1'il �■ �■ •• 1111111001 M■M '1 M■• _ •. •' �Wl '1 MBMEW I 5390 : -�►�•� : _ MEN- N ;EM_�l.�I :1 -0+20 0+00 0+40 STORM LINE 1 PROFILE SCALE: 1"=20' HORIZ 1"=5' VERT 4 o STA 0+05. OUTLET STRUSTURE �N170 194.93 E310513`4\.48 y 0+80 1+00 s \ -0+55.47 STA 0+47.14 8"a HEADWALL W/ TYPE M RIPRAP PROTECTION 1708158.52 3105153.74 -0+10 0+00 0+40 0+60 STORM LINE 3 PROFILE SCALE: 1"=20' HORIZ 1"=5' VERT Q,r GJ� 20 0 20 40 SCALE IN FEET 20 0 20 40 SCALE IN FEET D' r UTILITY. ROSSING' as S A 0+03.71. 6UTLETe105164'.2 RE 08 F , I 'no IISHED GRAIE ' 11 �■■t K1f•:a�J �I� ' 11 _1-_V+_MI!,� .I I C' /'. 11 �n■�rf�i' ' 11 SII■�i�lfl�� �■i��iii MEW. 11I. M■ ' 1'il �■ -0+10 0+00 0+40 0+60 STORM LINE 3 PROFILE SCALE: 1"=20' HORIZ 1"=5' VERT Q,r GJ� 20 0 20 40 SCALE IN FEET 20 0 20 40 SCALE IN FEET D' r UTILITY. ROSSING' as S A 0+03.71. 6UTLETe105164'.2 RE 08 F , I -0+10 0+00 0+40 0+60 STORM LINE 2 PROFILE SCALE: 1"=20' HORIZ 1"=5' VERT I s v I ° U 7 V Q 0 ° . q. I 8" PVC STA 0+51.24 8' HEADWALL W/ TYPE M RIPRAP PROTECTION N1707147.06 084.06 1 11.1 (Al I TA7 C Di 10TH ID FENCE 71 -0+10 0+00 0+40 0+60 STORM LINE 4 PROFILE SCALE: 1"=20' HORIZ 1"=5' VERT 20 0 20 40 SCALE IN FEET 20 0 20 40 SCALE IN FEET GRADING AND DRAINAGE NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. REFER TO GENERAL NOTES FOR UTILITY LOCATION AND PROTECTION. 2. REFER TO HORIZONTAL CONTROL PLAN FOR FURTHER INFORMATION PERTAINING TO CURB & GUTTER, CHASES, AND DRAINAGE PANS. 3. CONTRACTOR IS RESPONSIBLE FOR RESTORING ALL DISTURBED AREAS TO THEIR ORIGINAL CONDITIONS. 4. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE OR FLOWLINE UNLESS OTHERWISE SPECIFIED. 5. IF WALL IS SHOWN, TW DENOTES THE FINISHED GRADE ADJACENT TO THE HIGH SIDE OF THE WALL. BW DENOTES THE FINISHED GRADE ADJACENT TO THE LOW SIDE OF THE WALL.REFER TO ARCH PLANS/DETAILS FOR WALL ELEVATIONS BEYOND THE ADJACENT FINISHED GRADES (EXPOSED WALL CAP/FOOTER, ETC.) UTILITY NOTES: 1. ALL DRY UTILITY AND ELECTRIC SERVICES ARE PROVIDED BY OTHERS AND SHOWN FOR REFERENCE ONLY. SEE MEP PLANS AND SPECIFICATIONS AND COORDINATE WITH ALL UTILITY OWNERS AS NEEDED. 2. CONTRACTOR TO MARK ALL UTILITY STUBS WITH MARKERS. DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net Jw4Inc. ": 1319 Spruce street Boulder, CG B :t4 L)'�" 303.444.1951 www.jvajva.com Boulder • Fon Collins • Winter Park Glenwood Springs • Denver H Q WC LL H p CL V W :* W O Q CL CL i W CD <0 �w o� CV (y)Q W 317 Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 Drafted By: JPW, XT Checked By: HMM, CRH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. STORM PLAN AND PROFILE C1.4 _1-_V+_MI!,� .I I C' /'. 11 �n■�rf�i' ' 11 SII■�i�lfl�� �■i��iii M■ ' 1'il �■ �■ •• 1111111001 M■M '1 M■• _ •. •' �Wl '1 MBMEW I -0+10 0+00 0+40 0+60 STORM LINE 2 PROFILE SCALE: 1"=20' HORIZ 1"=5' VERT I s v I ° U 7 V Q 0 ° . q. I 8" PVC STA 0+51.24 8' HEADWALL W/ TYPE M RIPRAP PROTECTION N1707147.06 084.06 1 11.1 (Al I TA7 C Di 10TH ID FENCE 71 -0+10 0+00 0+40 0+60 STORM LINE 4 PROFILE SCALE: 1"=20' HORIZ 1"=5' VERT 20 0 20 40 SCALE IN FEET 20 0 20 40 SCALE IN FEET GRADING AND DRAINAGE NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. REFER TO GENERAL NOTES FOR UTILITY LOCATION AND PROTECTION. 2. REFER TO HORIZONTAL CONTROL PLAN FOR FURTHER INFORMATION PERTAINING TO CURB & GUTTER, CHASES, AND DRAINAGE PANS. 3. CONTRACTOR IS RESPONSIBLE FOR RESTORING ALL DISTURBED AREAS TO THEIR ORIGINAL CONDITIONS. 4. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE OR FLOWLINE UNLESS OTHERWISE SPECIFIED. 5. IF WALL IS SHOWN, TW DENOTES THE FINISHED GRADE ADJACENT TO THE HIGH SIDE OF THE WALL. BW DENOTES THE FINISHED GRADE ADJACENT TO THE LOW SIDE OF THE WALL.REFER TO ARCH PLANS/DETAILS FOR WALL ELEVATIONS BEYOND THE ADJACENT FINISHED GRADES (EXPOSED WALL CAP/FOOTER, ETC.) UTILITY NOTES: 1. ALL DRY UTILITY AND ELECTRIC SERVICES ARE PROVIDED BY OTHERS AND SHOWN FOR REFERENCE ONLY. SEE MEP PLANS AND SPECIFICATIONS AND COORDINATE WITH ALL UTILITY OWNERS AS NEEDED. 2. CONTRACTOR TO MARK ALL UTILITY STUBS WITH MARKERS. DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net Jw4Inc. ": 1319 Spruce street Boulder, CG B :t4 L)'�" 303.444.1951 www.jvajva.com Boulder • Fon Collins • Winter Park Glenwood Springs • Denver H Q WC LL H p CL V W :* W O Q CL CL i W CD <0 �w o� CV (y)Q W 317 Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 Drafted By: JPW, XT Checked By: HMM, CRH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. STORM PLAN AND PROFILE C1.4 �T�1FI IIT IT�IIEfTII�I�fTIL_ � SLOPED TRENCH PER (� /`-%':{xG "4i1<_I.:k�i.:.1 4'i:'F•�'�#;f�s'L,�.. OSHASTANDARDS COMPACTED APPROVED NATIVE �:�'.,.•'' rr3 ; y; MATERIAL TRENCH FOUNDATION k; DIAMETER I F r ; ' MATERIAL WHEN REQUIRED) r 9. z'':r..i� t 4 �"..�• is �':. "} • ':, ;'s_; COMPACTED BEDDING MATERIAL, CLASS 1 STRUCTURAL BACKFILL TRENCH FOUNDATION f �T MATERIAL WHERE REQUIRED INSIDE DIAMETER OF PIPE + 3' NON -RIGID PIPE TRENCH BACKFILL (FOR METAL AND PLASTIC STORM SEWER PIPE) NOT TO SCALE PIPE TRENCH NOTES: 1. PAVEMENT REMOVAL, EXCAVATION, BEDDING, STRUCTURAL BACKFILL, AND COMPACTION SHALL BE INCLUDED IN THE PRICE OF THE PIPE. 2. COMPACTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 720 OF THE SPECIAL PROVISIONS. 3. BRACING, SHORING, SHEETING, ETC. SHALL BE IN ACCORDANCE WITH ALL STATE & OSHA REQUIREMENTS. SHORING SHALL BE CONSIDERED INCEDENTAL TO STORM SEWER CONSTRUCTION & IS TO BE INCLUDED IN THE UNIT PRICE OF THE PIPE. rM�gr CITY OF WHEAT RIDGE U DEPT. OF PUBLIC WORKS ENGINEERING DIVISION fD ORh APPROVED Ey SNN [ifi1n7 MEDALLION DETAIL U-1301 PIPENR CODE NON -RIGID PIPE TRENCH U BACKFILL NON -RIGID PIPE TRENCH BACKFILL NTS PLAN OVEREXCAVATED, MOISTURE -TREATED, AND RECOMPACTED SUBGRADE PER SPECIFICATIONS, (TYP) 47" 35" IF D IS GREATER THAN - 35" 47" ELEVATION P PIPE 1" STYROFOAM PIPE AND CRA COMPACTE BEDDING E. SECTION 2 DRAWN BY: NLN �^ METRO WA=DISTRICT CHKD BY: PG GEN -C -DT -024 v RECLAMATI APPDBY: INTERCEPTOR INSTALLATION 6450 YORK ST. DENVER, CO 80229 ORIGINATION DATE: 11-98 CONCRETE ARCH/CRADLE DETAILS (303)286-3000 REV DATE: W W W.METROWASTEWATER.COM NOTES: 1. INLET TYPE C IS NOT HS -20 RATED AND SHALL NOT BE PLACED IN PAVED ROADWAYS. THIS INLET SHALL BE USED ONLY OUTSIDE PAVED ROADWAYS. 2. CONCRETE SHALL BE CLASS B. INLET MAY BE CAST -IN-PLACE. 3. REINFORCING BARS SHALL BE EPDXY COATED AND DEFORMED #4, AND SHALL HAVE A MINIMUM 2 IN. CLEARANCE. CUT OR BEND AROUND PIPES AS REQUIRED. 4. CONCRETE SLOPE AND DITCH PAVING SHALL BE IN ACCORDANCE WITH SECTION 507. REINFORCEMENT FOR CONCRETE SLOPE PAVING SHALL BE 6 X 6 - W1.4 X W1.4 OR 6 X 6 - W2.1 XW2.1. 5. STRUCTURAL STEEL FOR GRATES AND GRATE INSTALLATION HARDWARE SHALL BE GALVANIZED, AND SHALL BE IN ACCORDANCE WITH SUBSECTION 712.06. 6. THE STANDARD INLET GRATES SHALL BE USED ON ALL TYPE C INLETS UNLESSCLOSE MESH GRATES ARE SPECIFIED ON THE PLANS. 7. CLOSE MESH GRATES ARE RECOMMENDED WHERE FOOT TRAFFIC OR BICYCLE ROUTES ARE IN CLOSE PROXIMITY TO GRATE. THIS GRATE IS NOT ADA COMPLIANT OR BICYCLE FRIENDLY AND SHALL NOT BE PLACED DIRECTLY IN SIDEWALKS, CROSSWALKS OR BIKE PATHS. 8. STEPS SHALL BE PROVIDED WHEN INLET DIMENSION "H" IS EQUAL TO OR GREATER THAN 3 FT. - 6 IN., AND SHALL CONFORM TO AASHTO M 199. 9. ALL INLETS SHALL HAVE A 4 IN. DIA. METAL MEDALLION WITH A "NO DUMPING DRAINS TO STREAM" MESSAGE ON IT. THE MEDALLION SHALL HAVE A FISH SYMBOL WITH A BLUE BACKGROUND. IT SHALL BE FIRMLY ATTACHED TO THE TOP OF THE INLET WITH A PERMANENT FASTENER. 10. SEE PLANS FOR SIZE AND LOCATION OF PIPE. 11. FOR FULL DETAIL INCLUDING BAR LIST, DIMENSIONS AND QTY. TABLE, SEE CDOT DETAIL M-604-10 12. ALL CONNECTED PIPES WITH A DIAMETER (D) GREATER THAN 24" AND/OR ENTERING AT AN ANGLE GREATER THAN 80' A CUSTOM CONICBOX MUST BE CONSTRUCTED. CONTRACTOR TO COORDINATE BOX DIMENSIONS AND SPECS WITH MANUFACTURER. TYPE C INLET DETAIL 4 NTS C1.2 CONCRETE UTILITY CROSSING ENCASEMENT DETAIL NTS NOTE: STEPS NOT ALLOWED WITHIN BRICK COURSES OR CONCRETE RINGS FRAME AND COVER PAVEMENT GRADE C) ? bo Q CONCRETE C)gOD< CONCRETE RING(S) AND ' CEMENT MORTAR JOINTS ECCENTRIC CONE „ 5 MIN. BARREL SECTIONS SLOPE 1" PER FOOT FLEXIBLE SEALING COMPOUND AND CEMENT MORTAR JOINT 3" CLEA (TYP.) #4@12"- #4 L_j @ 12" 30" STEPS BARREL I.D. SEE TABLE THIS SHEET HINGED TRASH RACI GUARD, E ISOMETRIC VIEW COMPACTED 3/4" TO 1" CRUSHED ROCK PIPE DIAMETER 6" 24 IN. SEE NOTE 12 6" 41" Tit=rl- I I I I I I I I -- '--402 <21" f it #4 ® I II 12" MIN. ; i 12" CENTER I ALL �!-Lr 1I (TYP.) I I --J402 - --� H I • ° ° I I 16" 5' °• < MAX. 42" >450 \ o l Q ,I olo \ �� C) 4% ��� 4% ALL _I-_ i- --J--402-i-------i----L I 90 ------� -- s 6 - 35" 47" ELEVATION P PIPE 1" STYROFOAM PIPE AND CRA COMPACTE BEDDING E. SECTION 2 DRAWN BY: NLN �^ METRO WA=DISTRICT CHKD BY: PG GEN -C -DT -024 v RECLAMATI APPDBY: INTERCEPTOR INSTALLATION 6450 YORK ST. DENVER, CO 80229 ORIGINATION DATE: 11-98 CONCRETE ARCH/CRADLE DETAILS (303)286-3000 REV DATE: W W W.METROWASTEWATER.COM NOTES: 1. INLET TYPE C IS NOT HS -20 RATED AND SHALL NOT BE PLACED IN PAVED ROADWAYS. THIS INLET SHALL BE USED ONLY OUTSIDE PAVED ROADWAYS. 2. CONCRETE SHALL BE CLASS B. INLET MAY BE CAST -IN-PLACE. 3. REINFORCING BARS SHALL BE EPDXY COATED AND DEFORMED #4, AND SHALL HAVE A MINIMUM 2 IN. CLEARANCE. CUT OR BEND AROUND PIPES AS REQUIRED. 4. CONCRETE SLOPE AND DITCH PAVING SHALL BE IN ACCORDANCE WITH SECTION 507. REINFORCEMENT FOR CONCRETE SLOPE PAVING SHALL BE 6 X 6 - W1.4 X W1.4 OR 6 X 6 - W2.1 XW2.1. 5. STRUCTURAL STEEL FOR GRATES AND GRATE INSTALLATION HARDWARE SHALL BE GALVANIZED, AND SHALL BE IN ACCORDANCE WITH SUBSECTION 712.06. 6. THE STANDARD INLET GRATES SHALL BE USED ON ALL TYPE C INLETS UNLESSCLOSE MESH GRATES ARE SPECIFIED ON THE PLANS. 7. CLOSE MESH GRATES ARE RECOMMENDED WHERE FOOT TRAFFIC OR BICYCLE ROUTES ARE IN CLOSE PROXIMITY TO GRATE. THIS GRATE IS NOT ADA COMPLIANT OR BICYCLE FRIENDLY AND SHALL NOT BE PLACED DIRECTLY IN SIDEWALKS, CROSSWALKS OR BIKE PATHS. 8. STEPS SHALL BE PROVIDED WHEN INLET DIMENSION "H" IS EQUAL TO OR GREATER THAN 3 FT. - 6 IN., AND SHALL CONFORM TO AASHTO M 199. 9. ALL INLETS SHALL HAVE A 4 IN. DIA. METAL MEDALLION WITH A "NO DUMPING DRAINS TO STREAM" MESSAGE ON IT. THE MEDALLION SHALL HAVE A FISH SYMBOL WITH A BLUE BACKGROUND. IT SHALL BE FIRMLY ATTACHED TO THE TOP OF THE INLET WITH A PERMANENT FASTENER. 10. SEE PLANS FOR SIZE AND LOCATION OF PIPE. 11. FOR FULL DETAIL INCLUDING BAR LIST, DIMENSIONS AND QTY. TABLE, SEE CDOT DETAIL M-604-10 12. ALL CONNECTED PIPES WITH A DIAMETER (D) GREATER THAN 24" AND/OR ENTERING AT AN ANGLE GREATER THAN 80' A CUSTOM CONICBOX MUST BE CONSTRUCTED. CONTRACTOR TO COORDINATE BOX DIMENSIONS AND SPECS WITH MANUFACTURER. TYPE C INLET DETAIL 4 NTS C1.2 CONCRETE UTILITY CROSSING ENCASEMENT DETAIL NTS NOTE: STEPS NOT ALLOWED WITHIN BRICK COURSES OR CONCRETE RINGS FRAME AND COVER PAVEMENT GRADE C) ? bo Q CONCRETE C)gOD< CONCRETE RING(S) AND ' CEMENT MORTAR JOINTS ECCENTRIC CONE „ 5 MIN. BARREL SECTIONS SLOPE 1" PER FOOT FLEXIBLE SEALING COMPOUND AND CEMENT MORTAR JOINT 3" CLEA (TYP.) #4@12"- #4 L_j @ 12" 30" STEPS BARREL I.D. SEE TABLE THIS SHEET HINGED TRASH RACI GUARD, E ISOMETRIC VIEW COMPACTED 3/4" TO 1" CRUSHED ROCK PIPE DIAMETER FRONT ELEVATION 3/4"' CHAMFER ON ALL EXPOSED EDGES 6" PLUS 6" 6" PIPE SIZE DEFLECTION BARREL ANGLE I.D. 01 ad ra <21" �� KI 4' 4'-10" E PIPE INV FLUSH WITH HEADWALL ALL 5' .. • ° ° :d . PAN SURFACE 5' °• < 301 : p 3". 42" >450 6' Q STD. ALL 6' ° d . � i 4 ° 7.4d ° d a ALL ADJACENT O.D.+16" :.dO .°° ° 2.0%, " .°, •° d ° o0. 0 .0 4' e : 0. o..0 o.0 o.0 o. o. o. ° O O O O O'. ' O'. ' O'. ' O'. ' O . . O ° PIPE, SIZE PER PLAN. o' o' o d �..p..O..0, . RESTRAIN PIPE WITHIN O.. 0, 0..00..p..0..p..0..i o. 'p. ' 'p. ' - ' :O'. ° :O'. ° :O . : ° 'p. ' o "p. ' o "p• ' o "p ' 0_0... -° - O'. ° .O'. ° .O . ° .O . p. . 100 -YEAR FLOODPLAIN. TOPSOIL MIX (1:1 RATIO) 0..0..p..O..0, o ..o.. o ..o.. o ..o.. O.. 0, 0..0..0..p..O..C) 0...0.. o ..o.. 0 0 0 0 o. .o. O .o. O .o. O .o. O .o. .o. - °• °. .. .. p ..0.. P. -0.. O p p ..0.. , O'. ° .O'. ° .O'. ° .O. : .e° o' �• .o' O• .o .0• .o..O.. , FRONT ELEVATION 3/4"' CHAMFER ON ALL EXPOSED EDGES %2" MORTAR FACE RIM ELEVATION AS INDICATED GROUND ELEVATION 12" MIN. -16" MAX. SPACING FLEXIBLE SEALING CONSISTEN ±1" WITHIN A COMPOUND AND PIPE 9" MANHOLE CEMENT MORTAR ID MIN JOINT Az.N Q #4 c7 (TYP.) LU + SHAPED a_ NVERT C) O eo z CV BASE DIMENSION NATURAL GROUND OR 12" SQUARE SEE GRANULAR BEDDING PER "MANHOLE DIMENSIONS" TABLE ENGINEERS DIRECTION STANDARD MANHOLE N.T.S. � N Q FLEXIBLE SEALING COMPOUND AND CEMENT MORTAR JOINTS (TYP.) � STEPS; PLACED IN VERTICAL LINE OVER LARGEST BENCH AREA CONCRETE PIPE SUPPORT HEADWALL 8 MIN SPECIFICATIONS. 4. INSTALL REMOVABLE, GALVANIZED STEEL, HINGED TRASH RACK WITH 2" MAX OPENINGS. SMALL PIPE HEADWALL DETAIL NTS 18" 24" 6" METRO WASTEWATER RECLAMATION DISTRICT `vi/ PIPE SIZE DEFLECTION BARREL ANGLE I.D. BASE DIMENSION BASE STYLE <21" �� KI 4' 4'-10" STD. PIPE INV FLUSH WITH HEADWALL ALL 5' 6'-0" STD. 42" PAN SURFACE 5' U-0" STD. 42" >450 6' 7'-4" STD. 48"-54" ALL 6' 7'-4" a °a a >54" ALL ADJACENT O.D.+16" SPECIAL ° 2.0%, GRADE o0. 0 .0 4' e : d .. °. .O . O• .O /�? ° O O O O O'. ' O'. ' O'. ' O'. ' O . . O ° PIPE, SIZE PER PLAN. o' o' o d . . . . . RESTRAIN PIPE WITHIN BURIED 2" TO 4" COBBLE AND o. 'p. ' 'p. ' - ' :O'. ° :O'. ° :O . : ° 'p. ' o "p. ' o "p• ' o "p ' 0_0... -° - O'. ° .O'. ° .O . ° .O . p. . 100 -YEAR FLOODPLAIN. TOPSOIL MIX (1:1 RATIO) o ..o.. o ..o.. o ..o.. 0...0.. o ..o.. 0 0 0 0 FLUSH W/ SURROUNDING GRADE .o .0•.o. O•.o. �•.o . o' .o• o' .o• o' - °• °. 0..o. O•.o. O•.o. 0•.o. 0. - o 0 0 0 0 - o o - o� O'. ° .O'. ° .O'. ° .O. : .e° o' �• .o' O• .o .0• .o..O.. , 0 0..0 0..0..0.. 0..0..0 0..0..0..0..0.. COMPACTED 3/4" TO 1" CRUSHED ROCK • ° • :° :° /�/�/�/�/�/�/�/ , A� CC NOTEV. d q #4 12" O.C., EACH WAY 1. PREPARE BEDDING PER SPECIFICATIONS a 3" MIN CLR OF ALL EDGES 2. 3/4" CHAMFER ON ALL EXPOSED EDGES ° 3 ALL CONCRETE TO BE FIBER REINFORCED PER %2" MORTAR FACE RIM ELEVATION AS INDICATED GROUND ELEVATION 12" MIN. -16" MAX. SPACING FLEXIBLE SEALING CONSISTEN ±1" WITHIN A COMPOUND AND PIPE 9" MANHOLE CEMENT MORTAR ID MIN JOINT Az.N Q #4 c7 (TYP.) LU + SHAPED a_ NVERT C) O eo z CV BASE DIMENSION NATURAL GROUND OR 12" SQUARE SEE GRANULAR BEDDING PER "MANHOLE DIMENSIONS" TABLE ENGINEERS DIRECTION STANDARD MANHOLE N.T.S. � N Q FLEXIBLE SEALING COMPOUND AND CEMENT MORTAR JOINTS (TYP.) � STEPS; PLACED IN VERTICAL LINE OVER LARGEST BENCH AREA CONCRETE PIPE SUPPORT HEADWALL 8 MIN SPECIFICATIONS. 4. INSTALL REMOVABLE, GALVANIZED STEEL, HINGED TRASH RACK WITH 2" MAX OPENINGS. SMALL PIPE HEADWALL DETAIL NTS STEP (TYP.) INVERT ELEV. (OUT) AS INDICATED z I I FLOW z I I-II irlH' o � Vf NATURAL GROUND OR 12" #4 @ 12" GRANULAR BEDDING PER #4 L 1 @12" ENGINEERS DIRECTION SECTION VIEW N.T.S. MANHOLE DIMENSIONS METRO WASTEWATER RECLAMATION DISTRICT `vi/ PIPE SIZE DEFLECTION BARREL ANGLE I.D. BASE DIMENSION BASE STYLE <21" ALL 4' 4'-10" STD. 21 "-39" ALL 5' 6'-0" STD. 42" X450 5' U-0" STD. 42" >450 6' 7'-4" STD. 48"-54" ALL 6' 7'-4" STD. >54" ALL 5' O.D.+16" SPECIAL STEP (TYP.) INVERT ELEV. (OUT) AS INDICATED z I I FLOW z I I-II irlH' o � Vf NATURAL GROUND OR 12" #4 @ 12" GRANULAR BEDDING PER #4 L 1 @12" ENGINEERS DIRECTION SECTION VIEW N.T.S. METRO WASTEWATER MANHOLE NTS DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net JVA, Inc. (,fir 131��i�uce Street Boulder, CO So 2i 0'.I, 303.444.1951 www.jvajva.com Boulder . Fort Collins . Winter Park Glenwood Springs . Denver LU 0 _0 �U �L IJ O a� CVI.-_"' w Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 Drafted By: JPW, XT Checked By: HMM, CRH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. GRADING AND DRAINAGE DETAILS CD1 mO 04-07 ADDED NOTE OKP OKP DRAWN BY PR CHECKED BY RMcN APPROVED BY CJM PAR NO. METRO WASTEWATER RECLAMATION DISTRICT `vi/ STANDARD MANHOLE DATE: 6-92 10-06 GENERAL REVISIONS OKP OKP 9-04 CEMENT MORTAR JOINT MGS OKP DWG. NO. GEN -C DT -006 10-00 CHIMNEY DIMENSIONS AW RMcN 02-2012 STANDARDS UPDATE TSE WK 10-92 REVISED TITLEBLOCK PR RMcN 11-07 ADJUSTED STEP DISTANCE FMT OKP SH 1 DATE REVISION BY APP DATE REVISION BY APP METRO WASTEWATER MANHOLE NTS DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net JVA, Inc. (,fir 131��i�uce Street Boulder, CO So 2i 0'.I, 303.444.1951 www.jvajva.com Boulder . Fort Collins . Winter Park Glenwood Springs . Denver LU 0 _0 �U �L IJ O a� CVI.-_"' w Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 Drafted By: JPW, XT Checked By: HMM, CRH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. GRADING AND DRAINAGE DETAILS CD1 mO Material Class B Specification Elongation < 50%2 Elongation > 50%2 Submittals Testing Notes ASTM D 4632 Puncture Resistance, N (lbs.) Particle size distribution - 80 -90% sand (0.05 - 2.0 mm diameter) 180 (40) ASTM D 4833 Trapezoidal Tear Strength, N (lbs.) 310 (70) 180 (40) ASTM D 4533 Apparent Opening Size, mm (US Sieve Size) 3-17 silk [0.002-0.5 mm diameter] ASTM D 4751 Permittivity, sec 1 0.02 default value, must also be greater than that of soil ASTM D 4491 Permeability, cm/sec k fabric > k soil for all classes ASTM D 4491 3-17 clay (<0.002 diameter) 50% strength retained for all classes ASTM D 4355 Particle size 5392.97 4" PVC Biorekenkion Biorekenkion soil Chemical attribute and nutrient analysis: pH 6.8 - 7.5 1 12 1 13/16 distribution and nutrient analysis BOT ® 2.0% Percentages are in weight. Growing Media 2 4 organic matter < 1.5 Blanket flower' Gaillardia aristata required. 8 (soil + organics) Ratibida columnifera nitrogen <15 ppm 4 Purple prairieclover' Dalea (Petalostemum) purpurea 4 phosphorus < 15 ppm 27.5 22 28.9 Total lbs per acre: salinity < 6 mmhoslcm Biorekenkion organics 3 to 5 shredded mulch (by weight of growing media) Biorekenkion soil required. Aged 6 months (minimum). Aged 6 months Landscape mulch Shredded hardwood (minimum). No weed fabric allowed. Mass Percent Passing Square Mesh Siev Sieve Size Class B Class C 37.5 mm (1.5") 100 Underdrain aggregate CDOT filter material (Class B or C as specified) 19.0 mm (0.75") 100 Particle size distribution required. 4.75 mm (No. 4) 20-60 60-100 1.18 um (No. 16)10-30 300 um (No. 50) 0-10 10-30 150 um (No. 100) 0-10 75 um (No. 200) 0-3 0-3 Pipe musk conform to Underdrain Pipe Pipe diameter and type Maximum Slot width (inches) Minimum open area (per fook) Required requirements of ASTM designation F949. There shall be no evidence of splikking, cracking, or breaking when the pipe is tested per ASTM test Contech A-2000 slotted pipe (or equal) method D2412 in accordance 4 -inch slotted PVC 0.032 1.90 in.2 with F949 section 7.5 and ASTM 6 -inch slotted PVC 0.032 1.98 in.2 F794 section 8.5. Thickness 0.76 mm (30 mil) Test method Thickness, Tolerance +i'-5 ASTM D 1593 Thermal welding required for Tensile strength, Wrn (IIJin) 12.25 (70) ASTM D8 82, method B Impermeable liner Required fully lined facilities (not a cukain). Leak testing in the field Modulus at 100% elongation, kNIm 5.25 (30) ASTM D8 82, method B Ultimate elongation, 350 ASTM D8 82, method A required. Tear resistance, N(Ibs) 38(8.5) ASTM D 1004 Low temperature impack, ° C (° F) -29(-20) ASTM D 1790 Volatile loss, maximum 0.7 ASTM D8 82, method A Pinholes, no. per 8 m2 (no. per 10 yd.2) 1(max) "A Bonded seam strength, of tensile 80 "A UDFCD BIORETENTION TABLE B-1 REFER TO LANDSCAPE PLANS FOR PLANTINGS IN RAIN GARDENS UNDERDRAIN CLEANOUT - 4" OR 6" PER PLAN SOLID PVC VERTICAL RISER EXTEND 2" ABOVE GROWING MEDIA LAYER & PLACE WATER TIGHT SCREW CAP ON END WQCV WSE (SEE RAINGARDEN SUMMARY TABLE) BOTTOM OF RAINGARDEN SEE PLANS (SEE RAINGARDEN SUMMARY TABLE) 3 MIN NON -WOVEN GEOTEXTILE ON SIDES AND BOTTOM NOTES: 1. SEE RAIN GARDEN PLAN DETAILS FOR BASIN AND PIPE LAYOUT, DIMENSIONS, AND INVERTS. 2. MATERIAL SPECIFICATIONS SHALL BE AS FOLLOWS: A) WOVEN MONOFILAMENT GEOTEXTILE SEPERATOR FABRIC BY CARTHAGE MILLS-CARTHAGE 15% W/ 12%-15% OPEN AREA. B) NONWOVEN GEOTEXTILE SEPARATOR FABRIC BY MARIA - 140N, OR APPROVED EQUAL. C) 4" PERFORATED PVC AND 4" PVC SHALL BE SDR -35. 3. MAINTENANCE REQUIREMENTS: A) ROUTINE: REMOVE WEEDS, DEBRIS, AND LITTER FROM BASIN AND KEEP THE AREA CLEAN FOR AESTHETIC REASONS, WHICH ALSO REDUCES FLOATABLES BEING FLUSHED DOWNSTREAM. B) BIANNUALLY & AFTER LARGE STORM EVENTS: INSPECT AND REPAIR AREAS IF DAMAGED DUE TO HIGH FLOWS. CHECK THE BASINS SIDES FOR FILTER MATERIAL LAYER COVERAGE, C) EVERY 5-10 YEARS: THE SANDY LOAM FILTER LAYER WILL CLOG WITH TIME. FILTER LAYER REMOVAL IS REQUIRED WHEN THE WATER IN THE BASIN FAILS TO INFILTRATE DUE TO HIGH SEDIMENT DEPOSITS IN THE FILTER LAYER. REMOVE AND DISPOSE OF ALL VEGETATION GROWING ON THE SURFACE OF THE RAIN GARDEN MEDIA. REMOVE AND REPLACE THE 18" OF GROWING MEDIA MIX. RESOW THE TOP LAYER OF GROWING MEDIA MIX PER SEEDMIX. 4. INSTALL PERFORATED DRAINAGE PIPE WITH PERFORATIONS FACING DOWN Property Class B Test Method Elongation < 50%2 Elongation > 50%2 Grab Strength, N (lbs.) 800 (180) 510 (115) ASTM D 4632 Puncture Resistance, N (lbs.) 310 (70) 180 (40) ASTM D 4833 Trapezoidal Tear Strength, N (lbs.) 310 (70) 180 (40) ASTM D 4533 Apparent Opening Size, mm (US Sieve Size) AOS < 0.3mm (US Sieve Size No. 50) ASTM D 4751 Permittivity, sec 1 0.02 default value, must also be greater than that of soil ASTM D 4491 Permeability, cm/sec k fabric > k soil for all classes ASTM D 4491 Ultraviolet Degradation at 500 hours 50% strength retained for all classes ASTM D 4355 ' Strength values are in the weaker principle direction 2 As measured in accordance with ASTM D 4632 UDFCD BIORETENTION TABLE B-2 RAINGARDEN SUMMARY TABLE Variety WQCV WSE (FEET) BOT OF RAIN GARDEN ELEVATION (FEET) RAIN GARDEN DEPTH (INCH) FLAT SURFACE AREA PROVIDED (SQ FT) PROVIDED VOLUME (CU FT) RAINGARDEN A 5400.98 5400.32 8 705 672 RAINGARDEN B 5401.92 5401.25 8 380 381 RAINGARDEN C 5395.79 I 5395.12 8 400 437 FLAT SURFACE AREA SOLID 4" OR 6" PER PLAN CLEAN OUT 90° SWEEP OR (2) 45' BENDS awl; Lair lmrAw REFER TO LANDSCAPE PLANS FOR PLANTINGS IN RAIN GARDENS RAINGARDEN ADJACENT TO LANDSCAPING SEE PLANS FOR SLOPE (RE: LSCAPE FOR PLANTINGS) f18" TO 24"0 BOULDERS WHERE SHOWN SEE SHEET CD3.0 NON -WOVEN GEOTEXTILE ON SIDES AND BOTTOM BIORETENTION GROWING MEDIA PER UDFCD BIORETENTION TABLE B-1 - 2 UD PERF PIPE (SEE PLAN) CDOT CLASS C FILTER MATERIAL - 2" PER UDFCD BIORETENTION TABLE B-1 4" PER PLAN SLOTTED PVC UNDERDRAIN ® 0.5% MIN PER UDFCD BIORETENTION TABLE B-1 SECTION A FLAT SURFACE AREA 2» BIORETENTION GROWING MEDIA PER UDFCD BIORETENTION TABLE B-1 2„ 4" PER PLAN SLOTTED PVC CDOT CLASS C FILLER UNDERDRAIN @ 0.5% MIN MATERIAL PER UDFCD SECTION B BIORETENTION TABLE B-1 RAIN GARDEN /BIORETENTION DETAILn NTS \ C1.1 TYPE C OUTLET STRUCTURE DETAILS ORIFICE PLATE TO DRAIN WQCV OVER 12 HOURS SEE TYPE C OUTLET STRUCTURE DETAIL WQCV WSE (SEE SUMMARY TABLE) BOTTOM OF RAINGARDEN (SEE SUMMARY TABLE) OUTLET STRUCTURE SUMMARY TABLE Variety OUTLET PIPE OUTLET PIPE INV OUT ELEVATION (FEET) PERF PVC PIPE PERF PIPE INV IN ELEVATION (FEET) GRATE ELEVATION (FEET) "H" (FEET) "W" (INCHES) "D" (INCHES) RAINGARDEN A 8" PVC 5397.64 4" PVC 5,398.08 5,400.99 3.35 12 7/8 RAINGARDEN B 8" PVC 5400.00 - - 5,401.92 1.92 12 - RAINGARDEN C 8" PVC 5392.97 4" PVC 5392.97 5,395.79 2.82 1 12 1 13/16 Y" GALV P� ' Tr (4)Y" SST TAMPER PROOF BOLTS Y" X 2' X YY GALVE Z BAR TO ALLOW PLATE REMOVAL FOR CLEANING CLOSE MESH GRATE INSTALL PER CDOT DETAILS NO M-604-10 REFER TO CDOT DETAILS NO M-604-10 SIZING, REINFORCEMENT, ETC. ORIFICE PLATE DETAIL r ---------- I REFER TO CDOT DETAILS NOI M-604-10 SIZING, r ------- REINFORCEMENT, ETC. I I I I I I A I - "D" DIAMETER ORIFICE (TOULET PIPE I I PLATE TO DRAIN WQCV OVER 12 HOURS _____- I PERF PVC UNDERDRAIN I I Y" GALV PLATE NOTE: SEE RAIN GARDEN PLAN DETAILS FOR PIPE ORIENTATION LAYOUT, DIMENSIONS, AND INVERTS. 0 a ° � 0 WW a w SECTION A- A I I I L I I I STEPS (REFER TO CDOT STANDARD DETAIL NO M-604-10) PERF PVC PIPE -------� I I I I I I I I I I I I PLATE (SEE DETAIL) -------� I I I I -----------J PLAN VIEW A SECTION B -B RAIN GARDEN OUTLET STRUCTURE DETAIL NTS Common Name Scientific Name Sand bluestem Andropogon ballii Variety STEPS Garden Butte 3.5 3 (REFER TO CDOT Sideoats grama Bouteloua curtipendula STANDARD Calamovilfa longifolia Oryzopsis hymenoides Goshen Paloma DETAIL Indian ricegrass NO M-604-10) Panicum virgatum Blackwell PERF PVC UNDERDRAIN Western wheatgrass PIPE W/ ORIFICE PLATI Ariba 3 Little bluestem d OUTLET •------ Alkali sacaton I � 111 3 �� Sand dropseed Pasture sage' Blue aster' GROUT INLET 3 BOT ® 2.0% SECTION A- A I I I L I I I STEPS (REFER TO CDOT STANDARD DETAIL NO M-604-10) PERF PVC PIPE -------� I I I I I I I I I I I I PLATE (SEE DETAIL) -------� I I I I -----------J PLAN VIEW A SECTION B -B RAIN GARDEN OUTLET STRUCTURE DETAIL NTS Common Name Scientific Name Sand bluestem Andropogon ballii Variety PLS2 Ounces lbs per per Acre Acre Garden Butte 3.5 3 Sideoats grama Bouteloua curtipendula Prairie sandreed Calamovilfa longifolia Oryzopsis hymenoides Goshen Paloma 3 3 Indian ricegrass Switchgrass Panicum virgatum Blackwell 4 Western wheatgrass Pascopyrum smithii Ariba 3 Little bluestem Schizachyrium scoparium Patura 3 Alkali sacaton Sporobolus airoides 3 Sand dropseed Pasture sage' Blue aster' I Sporobolus cryptandrus Artemisia frigida 3 2 4 Aster laevis Blanket flower' Gaillardia aristata 8 Prairie coneflower' Ratibida columnifera 4 Purple prairieclover' Dalea (Petalostemum) purpurea 4 Sub -Totals: 27.5 22 28.9 Total lbs per acre: 1 Wildflower seed (optional) for a more diverse and natural look. 2 PLS = Pure Live Seed. UDFCD BIORETENTION TABLE B-3 _ .. QP pQ CAST IRON COVER IN PAVEMENT STORM AND LANDSCAPE AREAS BRASS COVER IN WALKS AND PLAZAS CIRCULAR #4 REBAR PLAN VIEW CONC COLLAR 6„ IN LANDSCAPE ��c AREAS ONLY a CAST IRON 2" CLR FRAME AND COVER MIRROR LINE FOR THREADED ADAPTOR AND CAP DOUBLE CLEANOUT 4" BELOW BOTTOM OF COVER SAME DIAMETER rfl,.W� AS SERVICE LINE SERVICE LINE FLOW CONCRETE CRADLE TO SPRING LINE FULL TRENCH WIDTH PLUG IF TERMINUS CLEANOUT �o�000r COMPACTED GRANULAR BEDDING STORM CLEANOUT DETAIV`31 N15 ., DESIGN CONCEPTS Community + Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dela net JVA, Inc. e.1319. �;aruce Street Boulder, CO 80 9 0' 1-03.444.1951 www.jvajva.com Boulder • Fort Collins • Winter Park Glenwood Springs • Denver W 00> Q0 �U w .(D �o oQ::� CV � CO Q w ►i Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 Drafted By: JPW, XT Checked By: HMM, CRH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. GRADING AND DRAINAGE DETAILS CD1.1 U1 / % N W o / o I I I N I � I w o i / o 30 30 3Q 30 30 o o w O I � I N I w o o 0 In 4' SD M d (EC \ RINI 5401.03 \\ IN IN() 539 5 5 10 \ INV OUT :E 5 \ o \ N I I \� I \ I I \ \ I \ I \ o I \ I \ I \ I \ I rn \ \\ I I \\ I \ I � \ I \ I \ UT11 CR 3S NG 36 (S) 5 37 26 o TOR (S) 53 35 06 \ I \ LTII C \ BOPI (F)) \\ TOPI I (SD) 1 \ I \ I \ I \t I \ \ \ \\ 5A02 \\ �MP OF MEDIA ®RG ���� k01- 132 LF 6" PVC C900 ® 0. TOP OF RAIN GARDEN BOTTOM OF RAIN GARDEN rn rn W LL - - 0 O �, , (8" PVC) CCD (30" PVCrI UTLET STRUCTURE 2 (30" PV) R 5400.99 INV IN(E) 53)T.08 (4'OPERF PVC) INV HE 5397.1 (6" PVC) N INV OUT( 5397.4 (8" PVC) N 1708514.08 3105164.26 T PE M RIPRA o - - - - ----- 01.92 N 01.50 ME --V LF 8" PVC ® l50 • U / 01.57 ME 0 01 NG 01 75 N o 0 N N SPILLWAY J �. 01.92- 0 I. IV 5 0 5 10 SCALE IN FEET .59 �g L 32 01 O Ig 00.32 01.93 \ / 1s V� V- 01.76 01.76 �• / 0� 00. M 2: ABOVE 1] 7MED10Aa PER DETAIL, TYP 00.32 FL - 01.58 0t1 01.78 !00.32 i \69 -Z , .93 a INV OUT(E) 5393.12 (4" PERF (RE:LSCAPE) i � ^I i i I 1 .'EXIST SIDEWALK -11-11 ,- I �B Q0 5 0 5 10 SCALE IN FEET 1 II L'IYI \II lNni a` SCALE IN FEET DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net Jw41nc." 1319 Spruce street Boulder, 00 "Z4 U� 3-03.444.1951 www.jvajva.com Boulder • Fon Collins • Winter Park Glenwood Springs • Denver H Q WC LL H p CL V W W O WCL CL i W CD S 0 u.3- O D-' (") ~ LU r— ►17 Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 Drafted By: JPW, XT Checked By: HMM, CRH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. GRADING AND DRAINAGE DETAILS CD1 m2 /0 5 5 10 SCALE IN FEET DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net Jw41nc." 1319 Spruce street Boulder, 00 "Z4 U� 3-03.444.1951 www.jvajva.com Boulder • Fon Collins • Winter Park Glenwood Springs • Denver H Q WC LL H p CL V W W O WCL CL i W CD S 0 u.3- O D-' (") ~ LU r— ►17 Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 Drafted By: JPW, XT Checked By: HMM, CRH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. GRADING AND DRAINAGE DETAILS CD1 m2 IINv Uul: o'ai.00 lL) UTILITY POLE 21 3-69 60/82 held: base of rebar and plastic cap found stamped: "PLS 14112" (bent/disturbed) STORE MASTER FUNDING III LLC ID 39-212-00-076 PIN 300043609 LIGHT POLES (TYP, RE:ELEC) LJ O �. ZI _________ Y Z_ _ _ _ _ _ _ _ _ _ J Z_ __ _ _ _ _ Q 2 + o 0 \. X _ R + 0 rn \ 0 _ _ n + �� + 0 - - - - - - - - - - - - T -- - - - -- - - - - -- i ALTERNATE#1 PICKLE BALL COURTS AND - - - - - - - - - - - - - - - - - - - SURROUNDING. FLATWORK d + a. + a � �INI a l►1IF _ ®� 8 •ri • SET MAG --_>. e •N • • •• • ; 1 as11 NJ M LJ O �. ZI _________ Y Z_ _ _ _ _ _ _ _ _ _ J Z_ __ _ _ _ _ Q 2 + o 0 \. X _ R + 0 rn \ 0 _ _ n + �� + 0 - - - - - - - - - - - - T -- - - - -- - - - - -- i ALTERNATE#1 PICKLE BALL COURTS AND - - - - - - - - - - - - - - - - - - - SURROUNDING. FLATWORK T AS SHOWN (RE: ESCAPE) PROVIDE STUB—OUT AT IN (rs WATER LINE IF ALT#1. IS NOT.. I ACCEPTED (NO UTILITY WORK BEYOND THIS LIMIT TO BE X PERFORMED UNLESS ALT 1 IS a:. ACCEPTED.) I S. a \ 4 d 5' MIN RADIUS + (TYP) x co—, • + I X tr XI-----� QUICK COUPLER 1 - - - - - - - - - - - - (RE:LSCAPE) - - - - IL G I� - - - - - - - - - - - - - - x - - --DRINKIN FOUN IN - - - - - - - - (E: LSCA)E) - - I I ° e I I 0 I I I WATER LINE I I INSTALLATION I x - - - - - - - - - - - - - - -1< SS SE Y71N POLY, T, 29M–g' IE 1#1 ADDITIONAL ASPHALT DEMOLITION ��� I i I j AND REPLACEMENT FOR WATER,.— �\ i 0000I I LINE INSTALLATIO REQUIRE[) 0000 I x I i I � 1 \ I 0000 E_0000 1 E E= ,� vaaa QUICK COUPLER 0000 (RE: LSCAPE) I j a a a a ' a o a I n a a I a ' I x 4m Q /+ r' BACKFLO REVENTER 281.11' 3/4" COPPER I (RE:LSCA E I 4 I I 3/4" TAPPING SADDLE PZ / 0 \ A I \\ CONCRETE RAMP \ ° I \\ Q/ a LANDIN I \ \ I \ CHAIN LINK FENCING \ \ \ BR/ 0 \ x _ X X!4 BRIDGE \ I \ + I \ M F] UTILITY F 21 3-69 1 Cd MeP d .4 � < OE OE SANITARY M 0 M ELEV: NV IN: 538 NV OUT: 5i M MA RIM 5399. INV IN: 5394.92 INV IN: 5394.5 INV IN: 5394.5 INV OUT: 5394r� (Exhibit A: Parcel CURB INLET FLOWUNE: 5398.10. N VERT: 5395.49,„ a a a STRUCTURE (STONE) 4 a a a LIGHT POLE to N UTILITY NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. REFER TO GENERAL NOTES FOR UTILITY LOCATION AND PROTECTION. 2. ALL DRY UTILITY AND ELECTRIC SERVICES ARE PROVIDED BY OTHERS AND SHOWN FOR REFERENCE ONLY. SEE MEP PLANS AND SPECIFICATIONS AND COORDINATE WITH ALL UTILITY OWNERS AS NEEDED. 3. CONTRACTOR TO MARK ALL UTILITY STUBS WITH MARKERS. DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net JVA, Inc. "lvv� 131,40?uce Street 9aulder, 0031%) 01303.444.1951 www.jvajva.com Boulder • Fon Collins • Winter Park Glenwood Springs • Denver QW C W H 0 VIlm CL L LUW Oa WCL CL lyi Project No.: 22108.00 Issued For: Date: ►17 t Drafted By: JPW, XT Checked By: HMM, CRH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. UTILITY PLAN 20 0 20 40 C2.0 SCALE IN FEET d + a. + a - T AS SHOWN (RE: ESCAPE) PROVIDE STUB—OUT AT IN (rs WATER LINE IF ALT#1. IS NOT.. I ACCEPTED (NO UTILITY WORK BEYOND THIS LIMIT TO BE X PERFORMED UNLESS ALT 1 IS a:. ACCEPTED.) I S. a \ 4 d 5' MIN RADIUS + (TYP) x co—, • + I X tr XI-----� QUICK COUPLER 1 - - - - - - - - - - - - (RE:LSCAPE) - - - - IL G I� - - - - - - - - - - - - - - x - - --DRINKIN FOUN IN - - - - - - - - (E: LSCA)E) - - I I ° e I I 0 I I I WATER LINE I I INSTALLATION I x - - - - - - - - - - - - - - -1< SS SE Y71N POLY, T, 29M–g' IE 1#1 ADDITIONAL ASPHALT DEMOLITION ��� I i I j AND REPLACEMENT FOR WATER,.— �\ i 0000I I LINE INSTALLATIO REQUIRE[) 0000 I x I i I � 1 \ I 0000 E_0000 1 E E= ,� vaaa QUICK COUPLER 0000 (RE: LSCAPE) I j a a a a ' a o a I n a a I a ' I x 4m Q /+ r' BACKFLO REVENTER 281.11' 3/4" COPPER I (RE:LSCA E I 4 I I 3/4" TAPPING SADDLE PZ / 0 \ A I \\ CONCRETE RAMP \ ° I \\ Q/ a LANDIN I \ \ I \ CHAIN LINK FENCING \ \ \ BR/ 0 \ x _ X X!4 BRIDGE \ I \ + I \ M F] UTILITY F 21 3-69 1 Cd MeP d .4 � < OE OE SANITARY M 0 M ELEV: NV IN: 538 NV OUT: 5i M MA RIM 5399. INV IN: 5394.92 INV IN: 5394.5 INV IN: 5394.5 INV OUT: 5394r� (Exhibit A: Parcel CURB INLET FLOWUNE: 5398.10. N VERT: 5395.49,„ a a a STRUCTURE (STONE) 4 a a a LIGHT POLE to N UTILITY NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. REFER TO GENERAL NOTES FOR UTILITY LOCATION AND PROTECTION. 2. ALL DRY UTILITY AND ELECTRIC SERVICES ARE PROVIDED BY OTHERS AND SHOWN FOR REFERENCE ONLY. SEE MEP PLANS AND SPECIFICATIONS AND COORDINATE WITH ALL UTILITY OWNERS AS NEEDED. 3. CONTRACTOR TO MARK ALL UTILITY STUBS WITH MARKERS. DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net JVA, Inc. "lvv� 131,40?uce Street 9aulder, 0031%) 01303.444.1951 www.jvajva.com Boulder • Fon Collins • Winter Park Glenwood Springs • Denver QW C W H 0 VIlm CL L LUW Oa WCL CL lyi Project No.: 22108.00 Issued For: Date: ►17 t Drafted By: JPW, XT Checked By: HMM, CRH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. UTILITY PLAN 20 0 20 40 C2.0 SCALE IN FEET - - - - - - - - - - - - - - x - - --DRINKIN FOUN IN - - - - - - - - (E: LSCA)E) - - I I ° e I I 0 I I I WATER LINE I I INSTALLATION I x - - - - - - - - - - - - - - -1< SS SE Y71N POLY, T, 29M–g' IE 1#1 ADDITIONAL ASPHALT DEMOLITION ��� I i I j AND REPLACEMENT FOR WATER,.— �\ i 0000I I LINE INSTALLATIO REQUIRE[) 0000 I x I i I � 1 \ I 0000 E_0000 1 E E= ,� vaaa QUICK COUPLER 0000 (RE: LSCAPE) I j a a a a ' a o a I n a a I a ' I x 4m Q /+ r' BACKFLO REVENTER 281.11' 3/4" COPPER I (RE:LSCA E I 4 I I 3/4" TAPPING SADDLE PZ / 0 \ A I \\ CONCRETE RAMP \ ° I \\ Q/ a LANDIN I \ \ I \ CHAIN LINK FENCING \ \ \ BR/ 0 \ x _ X X!4 BRIDGE \ I \ + I \ M F] UTILITY F 21 3-69 1 Cd MeP d .4 � < OE OE SANITARY M 0 M ELEV: NV IN: 538 NV OUT: 5i M MA RIM 5399. INV IN: 5394.92 INV IN: 5394.5 INV IN: 5394.5 INV OUT: 5394r� (Exhibit A: Parcel CURB INLET FLOWUNE: 5398.10. N VERT: 5395.49,„ a a a STRUCTURE (STONE) 4 a a a LIGHT POLE to N UTILITY NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. REFER TO GENERAL NOTES FOR UTILITY LOCATION AND PROTECTION. 2. ALL DRY UTILITY AND ELECTRIC SERVICES ARE PROVIDED BY OTHERS AND SHOWN FOR REFERENCE ONLY. SEE MEP PLANS AND SPECIFICATIONS AND COORDINATE WITH ALL UTILITY OWNERS AS NEEDED. 3. CONTRACTOR TO MARK ALL UTILITY STUBS WITH MARKERS. DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net JVA, Inc. "lvv� 131,40?uce Street 9aulder, 0031%) 01303.444.1951 www.jvajva.com Boulder • Fon Collins • Winter Park Glenwood Springs • Denver QW C W H 0 VIlm CL L LUW Oa WCL CL lyi Project No.: 22108.00 Issued For: Date: ►17 t Drafted By: JPW, XT Checked By: HMM, CRH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. UTILITY PLAN 20 0 20 40 C2.0 SCALE IN FEET UTILITY NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. REFER TO GENERAL NOTES FOR UTILITY LOCATION AND PROTECTION. 2. ALL DRY UTILITY AND ELECTRIC SERVICES ARE PROVIDED BY OTHERS AND SHOWN FOR REFERENCE ONLY. SEE MEP PLANS AND SPECIFICATIONS AND COORDINATE WITH ALL UTILITY OWNERS AS NEEDED. 3. CONTRACTOR TO MARK ALL UTILITY STUBS WITH MARKERS. 20 0 20 40 SCALE IN FEET DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net JVA, Inc. ' `!, Boulder, CO Street www.jvaiva.com Boulder • Fon Collins • Winter Park Glenwood Springs • Denver IMEM V W O am N H CW L W O CL ee— W Q CL i LU CD QD =U I— �w �o o� cy ~ LU Project No.: 22108.00 i17 Issued For: Date: Bid Set 04.16.21 Drafted By: JPW, XT Checked By: HMM, CRH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. UTILITY PLAN C2.1 CURVE TABLE CURVE LINE TABLE RADIUS LINE TABLE LENGTH DIRECTION LINE LENGTH DIRECTION START (N, E) (1708221.04, Li 5.00 14.48 N89' 52' 41"E (1708544.21, 3105233.62) 9.25 L3 171.38 (1708239.03, SO' 00' 00"E (1708509.22, 3105273.69) (1708238.37, L6 13.70 40.34 S76' 47' 41"W (1708267.49, 3105279.50) 150.88 L8 13.00 (1708488.72, N90' 00' 00"E (1708273.04, 3105253.69) (1708296.71, L9 81.00 10.50 NO' 00' 00"E (1708273.04, 3105266.69) 150.88 L10 13.00 (1708337.83, N90' 00' 00"W (1708354.04, 3105266.69) (1708282.32, L11 5.00 6.68 NO' 00' 00"E (1708359.04, 3105248.69) 38.11 L12 24.00 N90' 00' 00"W (1708364.04, 3105248.69) 00"E L13 5.00 L46 SO' 00' 00"E (1708364.04, 3105224.69) C31 L14 13.00 166'47'46" N90' 00' 00"W (1708354.04, 3105219.69) 150.00 L15 72.00 34.92 SO' 00' 00"E (1708354.04, 3105206.69) 56'36'09"E L16 12.37 C35 N90' 00' 00"E (1708282.04, 3105206.69) (1708286.67, 3105305.81) L17 12.37 190.01 NO' 00' 00"E (1708268.67, 3105197.69) 15.71 L18 99.00 N90'00'00"E N90' 00' 00"W (1708281.04, 3105197.69) 96'28'05" L19 13.00 (1708269.93, 3105341.50) SO' 00' 00"E (1708281.04, 3105098.69) 37.94 L20 5.00 55.01 N90' 00' 00"W (1708263.04, 3105093.69) L21 24.00 SO' 00' 00"E (1708263.04, 3105088.69) L22 5.00 N90' 00' 00"E (1708239.04, 3105088.69) L23 13.00 SO' 00' 00"E (1708234.04, 3105098.69) L24 180.00 N90' 00' 00"E (1708221.04, 3105098.69) CURVE TABLE CURVE LINE TABLE RADIUS LINE LENGTH DIRECTION START (N, E) L25 14.69 NO' 00' 001 (1708221.04, 3105278.69) L26 14.48 S13' 12' 19"E (1708236.48, 3105285.23) L27 9.25 S85' 56' 40"E (1708239.03, 3105282.24) L28 27.50 S13' 12' 19"E (1708238.37, 3105291.46) L30 40.34 SO' 09' 47"W (1708176.91, 3105301.71) L31 150.88 SO' 00' 00"E (1708488.72, 3105298.69) L33 10.32 S13' 12' 19"E (1708296.71, 3105303.45) L35 10.50 N13' 12' 19"W (1708284.39, 3105296.07) L37 150.88 NO' 00' 00"E (1708337.83, 3105288.69) L39 12.39 SO' 52' 11"W (1708282.32, 3105341.69) L41 6.68 N90' 00' 00"W (1708263.04, 3105333.44) L42 38.11 N13' 12' 19"W (1708263.04, 3105326.76) L44 171.44 NO' 00' 00"E (1708337.83, 3105313.69) L46 4.99 N89' 59' 02"E (1708544.27, 3105348.72) CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD CHORD LEN START (N, E) C1 55.05 35.00 90'07'19" 545'03'40"E 49.55 (1708544.22, 3105238.62) C2 65.25 232.80 16'03'35" S8'25'28"E 65.04 (1708337.83, 3105273.69) C3 7.85 5.00 90'00'00" S31'47'41"W 7.07 (1708273.50, 3105283.22) C4 12.32 50.00 14'07'01" 583'51'12"W 12.29 (1708264.36, 3105266.16) C5 15.96 5.00 182'53'00" N1'26'30"W 10.00 (1708263.04, 3105253.94) C9 7.85 5.00 90'00'00" N45'00'00"W 7.07 (1708354.04, 3105253.69) C13 7.85 5.00 90'00'00" 545'00'00" W 7.07 (1708359.04, 3105224.69) C17 9.42 5.00 107'55'14" S36'02'23"E 8.09 (1708282.04, 3105219.06) C18 28.27 18.00 90'00'00" S62'55'13"W 25.46 (1708275.50, 3105223.82) C19 6.29 5.00 72'04'47" N36'02'24"W 5.88 (1708263.91, 3105201.15) C23 7.85 5.00 90'00'00" 545'00'00"W 7.07 (1708268.04, 3105098.69) C27 7.85 5.00 90'00'00" 545'00'00"E 7.07 (1708239.04, 3105093.69) C31 9.64 3.31 166'47'46" N83'23'53"E 6.58 (1708235.72, 3105278.69) C33 35.00 150.00 13'22'06" S6'31'16" E 34.92 (1708211.60, 3105297.74) C34 41.49 180.00 13'12'19" 56'36'09"E 41.39 (1708337.83, 3105298.69) C35 14.72 5.03 167'44'17" S76'47'41"W 10.00 (1708286.67, 3105305.81) C36 43.61 190.01 13'09'00" N6'34'30"W 43.51 (1708294.61, 3105293.67) C37 15.71 5.00 180'00'00" N90'00'00"E 10.00 (1708488.72, 3105288.69) C38 11.97 7.11 96'28'05" S49'28'18"W 10.61 (1708269.93, 3105341.50) C39 38.03 165.00 13'12'19" N6'36'09"W 37.94 (1708300.14, 3105318.06) C40 55.01 35.00 90'02'53" N45'01'26"E 49.52 (1708509.27, 3105313.69) LIGHT POLE 343/312 (APPROXIMATE LOCATION) EXCEPTION 8 NO. MANHOLE RELOCATE EXIST o 10' WIDE CONCRETE CD3.0 RIM ELEV: 5402.30' FLASHER SIGN PAN INV IN: 5398.30' (N) PER CITY STDS 0 UTILITY POLE 11303- (APPROXIMATE 1303(APPROXIMATE LOCATION) "V": 5397.9° TS) ---- - W 44TH AVENUE INV OUT: 5397.88' (E) w r u 131-696o e 335.0' PER AASHTO - 35 MPH P6SfiE1 SPEED L1 c -------------- -- C40 ------ L46 390.0' PER DESIGN m CONCEPTS UTILITY POLE Community+Landscape Architects 21 ass sna 211 North Public Road, Suite 200 m Lafayette CO 80026 303 664 5301 www cicla net UTILITY POLE _ --may_: l3_ ea •. a -.P G1 ,„ 21 3-69 60/82 .. 1�AN-CROSSING AHEAD" SIGN. N1708,489.53 11A-2 held: base of rebar and plastic cap found E:3105154.59 stamped: "PLS 14112" M RELOCATE SIGN (bent/disturbed) z "15 MPH" CURB RAMP PER �. DOT M-608 (TYP) '-CONCRETE 3' WIDE O N1708489.53 WALK- c� CD3.0 CONC PAN E3105086.64 LJ 7 CONCRETE, M \ . WALK (TYP) + CD3.0 Y z N1708425.53 - - - - - - - - ! E3105086.59 z - - - - o -65'- -- --- --- ..+ .+ STORE MASTER FUNDING III LLC ADD EX NSION ID 39-212-00-076 ------------------- JOINT AND SEALANT I. PIN :300043609- - - - - - - - - - - - - - - - • - - BETWEEN CO RT AND ALTERNATE #1 - - - - - sIOEWALK PICKLE BALL COURTS AND 6" ASPHALT CD3.0 SURROUNDING FLATWORK AS , PAVEMENT. SHOWN (RE: LSCAPE) + (TYP) .. . -- - - - - - - - 5... N1708361.53 .{ . _ _ s.. \ . E3105086.59 ' ' L12 L13 C13, SIGN LEGEND RESERVED PARKING STOP ® ONE WAY R1-1 R6-1 30"X30" 36"X12' o R7-8 DO NOT 12"X18" 0 ACCESNBLE ENTER FIRE AHEAD LANE R5-1 W11 A-2 R7 -8P R7-6-9 30"X30" 18"X9" 12"X18" LIGHT POLES ® _ ® ®►t �'. ®llB. er GUTTER 2" MILL AND i 1 OVERLAY EXISTASPHALT III IIIIIIii II� IIII , r GIDS ©TRANSITION CD3 1 BEEN l I 6" ASPHALT PAVEMENT O APPROX LIMITS OF 100 -YR FLOODPLAIN i 24" CHAIN LINK FENCING BRIDGE\ 0 / / / / / / / j RELOCATE CITY WARNING SIGNS JEFFERSON COUNY ID:39-212-00-090 PIN 300205165 SEE BOUNDARY NOTE:C fY_s,7n�' tn: PROSPECT LAK� -� CONNECTION / DOCK (RE: STRUCT) 0 -0 •OE lk,_WATER ANGGOE I O O O RIM EIOV: 5399.16' PROTECT EXIST POWER POLE STORM MANHOLE EL . 9.12' O IIII I I 2 INV IN: 53 .9 ) SIGN INV IN: 5394. (S CD3.0 Rl 1 INV IN: 5394.57' ❑ (E"h4kAl J9al E5394.49' (E) C37 4" NTED STRIPES DIAGONAL SPACING (TYP) a ° O 15.0' 0.0' 15.0' "PEDESTRIAN CROSSING AHEAD0.0' W11 A-2 x �M 32' CURB AND ® �0 CD3 .0 GUTTER (TYP L44 4 RIBBO URB STRUCTURE L3 CD3.0 LUSH W/ AS HALT (STONE) ® FG (TYP) L37 Ir O O O O 2 C9 P RK ACCESS TO AIN OPEN IG NSTRUCTION, PROV EM ARSS®AND SING OF 0 AS RE RE L10 " a O(CO TRACT TO COORDI TE ACC S WITH X30 x IN ECTOR/ WNER, SEE CESS AN DETOUR NOTE) 30 - o`er A e 1 BPL A D (YP) e e e e L9C _:C D3. © m A I I I I C2 � m ©LIGHT POLE ® 21 3-69 59n4 C36 33 x LIGHT POLE L35 21 3-69 5m6 N WALL 3 ° 9 - (RE: STRUC) TAPER IN TRASH ENCLOSURE C63.1 • CURB DOWN T RN, SEE C1.1 C35 I FFT B RAM P RF R LEV TIO S C3 L42 I T M -6F8 (( YP) I I PINT CUR R=1.5' L6 L41 C38 TRASH ENCLOSURE 1 9'x1.5' PEDESTRIAN AV DUTY N� C31 R=1' � I CROSSING STRIPING (RE: STRUCT) CD .1 NC E PAD p \ L27 6" CURB (TYP) ADDITIONAL CONCRETE p WALK I AND TRUNCATED DOMES g FLUSH W 1 I IAT ENDIOF PED I I N it SPLIT RAIL I FENCING 1 O BE )RB NO GUTTER. MA EXISTI G CURB to JVA, Inc. 1319 tirmce Street Boulder, 00 ":14 U'�" 3_03.444.1951 www.jvajva.com Boulder • Fon Collins • Winter Park Glenwood Springs • Denver Oz OU 3:w LL 3_17 Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 Drafted By: JPW, XT Checked By: HMM, CRH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. HORIZONTAL CONTROL PLAN 30 0 30 60 C10 SCALE IN FEET HORIZONTAL CONTROL NOTES: 6 H D rr Q W 2. CONTRACTOR TO REPAIR/REPLACE ALL DAMAGE TO EXISTING FLATWORK OR SITE FEATURES NOT INTENDED FOR DEMOLITION. 3. REFER TO GRADING AND DRAINAGE PLAN FOR FURTHER INFORMATION O V CL PARK ACCESS AND DETOUR NOTE: LUW PARK TO REMAIN OPEN FOR PUBLIC ACCESS DURING CONSTRUCTION. CONTRACTOR TO PROVIDE NECESSARY VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DURING CONSTRUCTION OPERATIONS. INSTALL TEMPORARY ACCESSES AND PHASE CONSTRUCTION FOR DETOURING AS OQ AND PEDESTRIAN CONTROL PLANS AS REQUIRED. CL CL 3_17 Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 Drafted By: JPW, XT Checked By: HMM, CRH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. HORIZONTAL CONTROL PLAN 30 0 30 60 C10 SCALE IN FEET HORIZONTAL CONTROL NOTES: 1. ALL DIMENSIONS AND RADII ARE TO FACE OF CURB, FACE OF BUILDING AND EDGE OF WALK UNLESS OTHERWISE NOTED. 2. CONTRACTOR TO REPAIR/REPLACE ALL DAMAGE TO EXISTING FLATWORK OR SITE FEATURES NOT INTENDED FOR DEMOLITION. 3. REFER TO GRADING AND DRAINAGE PLAN FOR FURTHER INFORMATION PERTAINING TO CURB & GUTTER, CHASES, AND DRAINAGE PANS. PARK ACCESS AND DETOUR NOTE: PARK TO REMAIN OPEN FOR PUBLIC ACCESS DURING CONSTRUCTION. CONTRACTOR TO PROVIDE NECESSARY VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DURING CONSTRUCTION OPERATIONS. INSTALL TEMPORARY ACCESSES AND PHASE CONSTRUCTION FOR DETOURING AS REQUIRED. COORDINATE WITH OWNER AND SUBMIT TRAFFIC CONTROL AND PEDESTRIAN CONTROL PLANS AS REQUIRED. 3_17 Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 Drafted By: JPW, XT Checked By: HMM, CRH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. HORIZONTAL CONTROL PLAN 30 0 30 60 C10 SCALE IN FEET LINE TABLE LINE LENGTH DIRECTION START (N, E) L47 78.92 S26' 21' 59"W (1707356.12, 3105176.17) L48 23.83 S76' 34' 09"W (1707199.78, 3105033.61) L49 24.68 N76' 34' 05"E (1707217.39, 3105004.03) L51 j 79.42 j N26. 21' 591E j (1707295.62, 3105119.40) I I � i SIGN LEGEND I 1/ CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD CHORD LEN START (N, E) C41 37.77 77.56 27'54'16" S60'06'37"W 37.40 (1707412.66, 3105236.31) C42 47.18 138.00 19'35'26" S36'09'42"W 46.96 (1707394.03, 3105203.88) C44 141.94 162.00 50'12'10" 551'28'04"W 137.45 (1707285.41, 3105141.13) C46 120.42 138.00 49'59'36" N51.34'19"E 116.63 (1707223.13, 3105028.03) C47 20.76 147.54 8'03'45" N30'08'39"E 20.74 (1707366.77, 3105154.67) II I X STOP I / ONE WAY II I I / © R1-1 R6-1 / 30"X30" 36"X12" R7-8 12"X18" F�C'VANSIBLE FIRE LIGHT o jl "D NOT ENTER" SIGN 2 POLE R5-1 CD3.0 � If / / AHEAD PAVEMENT LANE STRIPING / R5-1 W11 A-2 R7 -8P R7-6-9 30"X30" 18"X9" 12"X18" APPROX LIMITS OF 6 I I ASPHALT PATCH PER CD3.0 CITY STANDARDS N 1707 4 ll 19E3105 - 30.65 / / \�G (TYP) , GATE T � < . APPROX LIMITS OF (RE:LSCAPE) 100 -YR FLOODPLAIN ' � - - �E3100 1907397 ' 46 ^ / / / /6���0" / , � N1707391.65 APPROX LIMITS - - E3105169.94 a SIGN LE OF FLOODWAY _ TAPER CURB C42 /C41/ 0 ( MOUNTED IN B D PAIN ELLOW INSTALL HANDRAIL AT STEPS - - - - _ AND GUTTER TO G� / / A LECTIVE TAPE PROTECT EXIST _ DRIVE FLUSH OVER 6' �P� 4.�/ / ER CU R6-1 CENTERLINE C47.. Q"� / S / TTER TO "ONE WAY" SIGN RIGHT RAMP AND STEPS _ / LUSH OVER 6' MOUNTED IN BOLLARD PAINTED YELLOW N17Q7361.45 PAVE SIDEWALK FLUSH / p WITH ADJ EXIST WALK _ - - - - - - - E3105165.42, y / 12' TAPER FRO AND W/ REFLECTIVE TO ELIMINATE STEP _ _ - - _ 9 y NEW TO EXIST R6-1 N170 .71 _ = _ y ' E3104763.90 - N1707332:40 y E�° iV / yyy s ELAN IG ONC PATH \ GATE _ _ - _ - PLA ROUND'.. NEW SHELTER 6 y.y N° 3 gg93n y y "NO PARKING -FIR E SIGN 5065 2 CUT TURNED RAIL END RE; SCAPE) '. y -51 N 93 (RE:LSCAPE) AP) �. 0, 1 .AND REATTACH IN DIRECTION48.1 -SCE . OF RAMP : ' L4 y y R7-6-9 / 7 TCS ° ...�lE ,. KETBALL 3 2' CUR AND N170732'9.13EM " o COURT TTER CD3.0 (TYP ) p / •WATER DIST&- E3104840.07 q y / p.. O BENCHM,L a ° a 1 07290.a 05130.3..7 ° ... 4. RELOCA 9 g y "TGN SPEED BUSI 10MPH„ y / oJ�- 00fI 'LIGHT . OLES E: E e 6.00 y 7 / / e e \. • CONCRETE � ;� y. _ y � CD3.1 8' - RCAR TSS A 4�4 WALK 8x1 5' PEDESTRIAN .3 CONCRETE y CROSSINUPCD KIOSK 0 KYP 5 y (TYP HC SYMBOL I ® o CD3.0 COP TYP) HAL 0 PAVEM '•PTION .•.... a.- ------- --- ---------may N°.331 �.e+� .y + 0 49 "R7 6 R7-6-9 p / ( ) ELcci sz> -� .p ���\I ITE PAIN y y y y o ° N 707 05.2 0 PL TYP - �! ---------� _�� y o° o 0 0 0/ E310503082 E 105 7 2 8' \ EXCEPTION ----- ----- -� \� - ------ o / a BENC 9(33077137) PA ING WHEEL STOPS �.L48 D A99 4L - - - - - (YP) APPROX LIMITS OF TO REMAIN KIOSK d0 SAWCUT ALONG EXIST ® \ + \ I XIS ASPHALT AND EDGE OF ASPHALT o ° PATH ACCESS TO REMAI OPEN DURING TEXTURED CONCRETE UNLESS NOTED a COLORED AND STRIPING TO REMAIN (APPROX 6" MIN) _ ,.i W00 FENCE CONSTRUOIDION, PROVIDE EMPORARY DETOURING \ (RE: ESCAPE) -� (RE: L APE) SIGNAGE AND PHASING CONSTRUCTION AS t ' d \ I REQUIRED (CONT" ucHr 0 COORDINATE IGH ° 8 DE INSPECT R/OWNER, SEE \ d Bses \ BOULDER ACCESS AND DETOUR NOCID 77. E) a a ° d p ,.:.. ® p 24 WIDE CD3.1 \ a ° EWALK ® HASH ® p \ � (Exhibit A: Parcel D-9) ® © APPROX LIMITS OF BRIDG CONIC SAWCUT I (Exhibit A: Panel D-10) r PARK ACCESS AND DETOUR NOTE: PARK TO REMAIN OPEN FOR PUBLIC ACCESS DURING CONSTRUCTION. CONTRACTOR TO PROVIDE NECESSARY VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DURING CONSTRUCTION OPERATIONS. INSTALL TEMPORARY ACCESSES AND PHASE CONSTRUCTION FOR DETOURING AS REQUIRED. COORDINATE WITH OWNER AND SUBMIT TRAFFIC CONTROL AND PEDESTRIAN CONTROL PLANS AS REQUIRED. HORIZONTAL CONTROL NOTES: 1. ALL DIMENSIONS AND RADII ARE TO FACE OF CURB, FACE OF BUILDING AND EDGE OF WALK UNLESS OTHERWISE NOTED. 2. CONTRACTOR TO REPAIR/REPLACE ALL DAMAGE TO EXISTING FLATWORK OR SITE FEATURES NOT INTENDED FOR DEMOLITION. 3. REFER TO GRADING AND DRAINAGE PLAN FOR FURTHER INFORMATION PERTAINING TO CURB & GUTTER, CHASES, AND DRAINAGE PANS. DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net JVA, Inca /I 1319 Spruce Street Boulder, 00 a :14 Uig 3-03.444.1951 www.jvajva.com Boulder • Fon Collins • Winter Park Glenwood Springs • Denver Z Q WC LL H 0 CL V LUW OQ CL CL i LU CD S 0 LLi O D-' (") ~ LU i17 Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 Drafted By: JPW, XT Checked By: HMM, CRH I All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. HORIZONTAL CONTROL w PLAN 30 0 30 60 C11 SCALE IN FEET EXPANSION JOINT FOR CONC ONLY JOINT NOT REQUIRED FOR LANDSCAPE OR ASPHALT 12" (TYP)SEE PLANS FOR WIDTH 1"/FT 1" /FT 4. as a 4 iA •44 aa' � CONCRETE PAN W/ FlBERMESH 7'nx,c-0C'Vr1AVATED, MOISTURE -TREATED, AND RECOMPACTED SUBGRADE PER PAVEMENT NOTES: sEc¶oN 1. THIS PAN IS FOR USE AT NON -DRIVE AREAS ONLY. 2. SEE PLANS FOR INVERT ELEVATIONS AND HORIZONTAL CONTROLS. 3. SEE THIS SHEET FOR CONTRACTION AND EXPANSION JOINT DETAILS. 4. PROVIDE JOINT LAYOUT PLAN TO OWNER FOR APPROVAL PRIOR TO CONSTRUCTION. JOINTS TO MATCH ADJOINING SIDEWALK. CONCRETE PAN DETAILt`i� NTS �-o oc N -S HANDICAP SYMBOL DETAIL 5 Nis C3.0 1/4"R (TYP) PAVING PER SPECIFICATIONS BASE COURSE PER SPECIFICATIONS 12" (TYP) y /- 1"R (TYP) A A • 6 4 e I ° a' A6 '. A �v 12" (TYP) 1 `CONCRETE CURB L #4 REBAR (3" CLEAR FROM CONC FACES) OVEREXCAVATED, MOISTURE -TREATED, AND RECOMPACTED SUBGRADE PER PAVEMENT SECTION RIBBON CURB DETAILt""04 NTS �-o r 1 RESERVED PARKING � J R7-8 STOP o 12" x 18" ALUM SIGN 6"Y SCH 40 6" (.100 GA) WITH STL PIPE FILL 1 3/4" SQUARE GALV TWO TL -3806 PG WCONC II DRIVE RIVETS & WASHERS 4" II _J 1 1/2" SQUARE NA 0 GALV STEEL POST CAULK VOID ° TWO TL -3806 SPACE BETWEEN 0 DRIVE RIVETS SIGN POST AND STANDARDS FOR MATERIAL AND ANCHOR POST il 101 PLACEMENT. I I 101 z 2. CLASS 1 SIGNS SHALL BE 0.100 GAUGE CONC ENCASEMENT M ALUM. 101 0 3. SIGNS WITH ARROW MAY REQUIRE SPECIAL PLACEMENT OR ROTATION. COORDINATE 101 I WITH ENGINEER. c:) I I F, 101 r 1 RESERVED PARKING � J R7-8 STOP 4-110-611--4 SIGN POST SET IN BOLLARD SIGN AND POST (W NTS MEASUREMENT: SY (PATCHING) PAYMENT: HMA ( ") INCLUDES EXCAVATION TO SUBGRADE, TACK COAT, GEOTEXTILE, NEW HMA, AND COMPACTION. MEASUREMENT: SY (FULL DEPTH RECONSTRUCTION) PAYMENT: HMA ( ") INCLUDES TACK COAT, NEW HMA AND COMPACTION. 6" EXISTING/ PROPOSED PAVEMENT GRADE A- HMA (GRADE SX, PG 64-22) B 6" HMA (GRADE S, PG 64-22) C GEOTEXTILE MATERIAL WHEN } DIRECTED BY ENGINEER. 6" STABILIZATION MATERIAL (CLASS 6) WHEN DIRECTED BY ENGINEER FOR SUBGRADE STABILIZATION NOTE 1: IF PATCHING, AREA TO BE PATCHED SHALL BE SAWCUT TO THE FULL DEPTH OR CUT BY A METHOD APPROVED BY THE ENGINEER WHICH LEAVES A VERTICAL FACE ON THE EXISTING PAVEMENT AND NO DEFORMATION OF THE SURFACE AT THE CUT. APPLY TACK COAT TO CUT FACE. NOTE 2: FOR FULL DEPTH RECONSTRUCTION, ASPHALT THICKNESS SHOWN AS FULL DEPTH. STABILIZATION MATERIAL MAY BE SUBSTITUTED FOR 1" OF ASPHALT AT THE DISCRETION OF THE ENGINEER. NOTE 3: SUBGRADE COMPACTED TO MINIMUM DENSITY SOIL CLASSIFICATION, CDOT SECTION 203.07 NOTE 4: IF STREET IS TO BE MILLED, ASPHALT SHALL BE SOIL CLASSIFICATION, CDOT SECTION 203.07 HMA o B 6"Y SCH 40 6" 2" STL PIPE FILL 1 3/4" SQUARE GALV ALUM SIGN WCONC STEEL ANCHOR POST WITH TWO TL -3806 PG 4" NA DRIVE RIVETS & WASHERS NA 8" NOTES: 4" „ 2 CROWN 1. SIGNS SHALL CONFORM TO CDOT STANDARDS FOR MATERIAL AND :.. PLACEMENT. 2. CLASS 1 SIGNS SHALL BE 0.100 GAUGE CONC ENCASEMENT ALUM. 3. SIGNS WITH ARROW MAY REQUIRE SPECIAL PLACEMENT OR ROTATION. COORDINATE 4\ WITH ENGINEER. 4. POSTS SHALL BE SET IN BOLLARDS ONLY WHEN NOTED AS SUCH ON PLANS. 4-110-611--4 SIGN POST SET IN BOLLARD SIGN AND POST (W NTS MEASUREMENT: SY (PATCHING) PAYMENT: HMA ( ") INCLUDES EXCAVATION TO SUBGRADE, TACK COAT, GEOTEXTILE, NEW HMA, AND COMPACTION. MEASUREMENT: SY (FULL DEPTH RECONSTRUCTION) PAYMENT: HMA ( ") INCLUDES TACK COAT, NEW HMA AND COMPACTION. 6" EXISTING/ PROPOSED PAVEMENT GRADE A- HMA (GRADE SX, PG 64-22) B 6" HMA (GRADE S, PG 64-22) C GEOTEXTILE MATERIAL WHEN } DIRECTED BY ENGINEER. 6" STABILIZATION MATERIAL (CLASS 6) WHEN DIRECTED BY ENGINEER FOR SUBGRADE STABILIZATION NOTE 1: IF PATCHING, AREA TO BE PATCHED SHALL BE SAWCUT TO THE FULL DEPTH OR CUT BY A METHOD APPROVED BY THE ENGINEER WHICH LEAVES A VERTICAL FACE ON THE EXISTING PAVEMENT AND NO DEFORMATION OF THE SURFACE AT THE CUT. APPLY TACK COAT TO CUT FACE. NOTE 2: FOR FULL DEPTH RECONSTRUCTION, ASPHALT THICKNESS SHOWN AS FULL DEPTH. STABILIZATION MATERIAL MAY BE SUBSTITUTED FOR 1" OF ASPHALT AT THE DISCRETION OF THE ENGINEER. NOTE 3: SUBGRADE COMPACTED TO MINIMUM DENSITY SOIL CLASSIFICATION, CDOT SECTION 203.07 NOTE 4: IF STREET IS TO BE MILLED, ASPHALT SHALL BE SOIL CLASSIFICATION, CDOT SECTION 203.07 HMA A B C 6" 2" 4" NA 9" 2" 3" 4" 4" NA 4" NA 8" NA 4" 4" TYPICAL ASPHALT DETAIL HOT MIX ASPHALT City of DETAIL S -E01 HMA CODE HOT MIX ASPHALT DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION APPROVED BY: SN APPROVE DATE 10/2016 ASPHALT REPLACEMENT DETAIL 6 NTS I�-o z M 0 I� M ALUM SIGN PER PLAN (.100 GA) WITH TWO TL -3806 PG DRIVE RIVETS & WASHERS 1 1/2" SQAURE GALV STEEL POST O O °NOTES: ° 1. SIGNS SHALL CONFORM TO CDOT STANDARDS FOR MATERIAL AND PLACEMENT. 2. CLASS 1 SIGNS SHALL BE 0 0.100 GAUGE ALUM. O O O O 0 0 TWO TL -3806 0 DRIVE RIVETS r`' IUI I I I I I I I I I I I 1 3/4" SQUARE GALV STEEL ANCHOR POST I I I I L_J 0 REGULAR./SMALL SIGN SQUARE POST FOR USE W/ SINGLE SMALL SIGN (MAX SIZE 12"W X 18"H) ( AND W/0 BOLLARD) DETAIL EX. LANDSCAPING REMOVED AS REQUIRED. LAWN REPLACED WITH SEED OR SOD AS INDICATED ON THE DRAWINGS ON LOOSELY COMPACTED TOPSOIL. LANDSCAPE MATERIAL REPLACED ON COMPACTED FILL. EX. ASPHALT AND BASE COURSE REMOVED AND REPLACED WITH 6" MIN. DEPTH HBP, GRADE SX, MAX 3" LIFT. TACK SAWCUTS. SAWCUT AND TACK 2' VARIES, 9" MIN. EX. LAWN OR EX. ASPHALT FOR SODLANDSCAPING DEPTH VARIES 1/4"/FT ! MATERIAL. EX. BASE I=„III,=„III,=„III,=„III,=„III COURSE NEW CONCRETE DEPTH VARIES 6” - 10” NEW 3” COMPACTED CLASS 6 BASE—/ LIMIT OF EXCAVATION SECTION WHERE CONCRETE LVARIES 11=1 11=1 4"-10” NEW CONCRETE SIDEWALK OR CORNER RAMP NEW 3" COMPACTED CLASS 6 BASE LIMIT OF EXCAVATION SECTION WHERE CONCRETE ADJOINS ASPHALT ADJOINS LANDSCAPING NOTES: SPRINKLER SYSTEMS, LANDSCAPE NOTES: BASE MATERIAL MAY BE TIES AND FENCING SHALL BE SHIFTED STABILIZATION MATERIAL OR REMOVED AND REPLACED AS AS SPECIFIED IN SECTION NECESSARY FOR FORMS AND 304 OF THE SPECIAL PROVISIONS. CONCRETE PLACEMENT. PAY ITEM(S) FOR CONCRETE REPLACEMENT SHALL INCLUDE REMOVAL OF EXISTING CONCRETE AND ALL WORK SHOWN AND NOTED ON STANDARD DETAIL. STANDARD DETAIL FOR CONCRETE REPLACEMENT -• ® City Of DETAIL C -E01 CONC.REPL CODE Wh6at id¢e b CONCRETE REPLACEMENT C DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION APPROVED BY: SN APPROVE DATE 10/2016 CONCRETE REPLACEMENT DETAILI!7� NTS �-o NOTE: CONTRACTION JOINTS REQUIRED CDOT SEC AT MAXIMUM 10' SPACING, WR STD A MINIMUM 5' SPACING. IIB CG2 6" MEASUREMENT: LINEAR FOOT (LF) NA CG2A 8" PAYMENT: BY CG TYPE NA CG2B 10" 1/8" RADIUS 4 1/2" 1/8" RADIUS TOP OF CURB TO SLOPE TOWARDS GUTTER (1/4" /FT). 1 1/2" R SUBGRADE COMPACTED TO MINIMUM DENSITY PER SOIL CLASSIFICATION, CDOT SECTION 203.07 VERTICAL CURB & GUTTER (CG) SECTION SOF WHEN CITY OF WHEAT RIDGE (E5 M DEPT. OF PUBLIC WORKS ENGINEERING DIVISION cOLORPOO APPROVED BY: SNN 06/07 C -D01 VCG DETAIL CODE VERTICAL CURB AND C GUTTER (CG) SECTION pity of heat id e g DEPTARTMENT OF PUBLIC WORKS ENGINEERING DIVISION NTS DETAIL C-1303 10CROSSPAN CODE 10' CROSS PAN C APPROVED BY: SN APPROVE DATE 10/2016 ETE PAN 8 C3.0 DESIGN CONCEPTS Community + Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net JVA, Inc. 1319_4fruce Street Boulder, CO 80 03.444.1951 www.jvajva.com Boulder • Fort Collins • Winter Park Glenwood Springs • Denver ►t Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 Drafted By: JPW, XT Checked By: HMM, CRH All drawings and written material appearing herein constitute original and unpublished work a Design Concepts and may not be duplicated, used or disclosed. SITE DETAILS CD3.0 nni i,,in nrr Tnn BOLLARD DETAIL t 1� NTS �-o cc FOR USE WITH VERTICAL OR MOUNTABLE CURB AS INDICATED IN PLANS °* „ .. 1 yIFT 0.08 (1' GUTTER) a!2'/FT =0.04 (1' GUTTER) 0.12 (1.5' GUTTER) -0.06 (1.5' GUTTER) ` 0.16 (2' GUTTER) 0.08 (2' GUTTER) SECTION A—A SECTION B—B GUTTER CATCH SPILL TRANSITION DETAIL /`21 NTS A B C D PAGE 2 FOR LOCATION OF DIMENSIONS 14" 10" A,B,C & D. 3/8" CATCH GUTTER SPILL GUTTER L L A 2' MIN 2' MIN B °* „ .. 1 yIFT 0.08 (1' GUTTER) a!2'/FT =0.04 (1' GUTTER) 0.12 (1.5' GUTTER) -0.06 (1.5' GUTTER) ` 0.16 (2' GUTTER) 0.08 (2' GUTTER) SECTION A—A SECTION B—B GUTTER CATCH SPILL TRANSITION DETAIL /`21 NTS TYPE A SEE DETAIL "A" AND SECTION A -A ON C D PAGE 2 FOR LOCATION OF DIMENSIONS 14" 10" A,B,C & D. 3/8" d . SC2 26" 22" 36" L L a ••' wz EQ w_z L a_ < J 'i w > W 0 co UJ co " B B d LL L L L LL L -a . •a • A LL L A LL LJ L_ .. a ~ LLLL--L L L LL -L LL -LFL w .L — N L r MS OR MS4� L JOINT ir CG OR CS—/ JOINT B B PLAN VIEW SIDEWALK CHASE TYPE A B C D SC 14" 10" 24" 3/8" A � City of U -A01 CURB.CHASE DETAIL Wh6atR�l-d e CODE SIDEWALK CHASE DEPTARTMENT OF PUBLIC WORKS 1 OF 2 v ENGINEERING DIVISION APPROVED BY: SN 10/2016 0 R=1 " 4-1/2 d ° d d v 4 d .Q d d . Z L L a ••' J L L A A UJI 'o d W L L -a . •a • 00 v ° .. a ASPHALT L L ° a w a ° ' — L L a ° ir a . L L L L L L a N .e e A � City of U -A01 CURB.CHASE DETAIL Wh6atR�l-d e CODE SIDEWALK CHASE DEPTARTMENT OF PUBLIC WORKS 1 OF 2 v ENGINEERING DIVISION APPROVED BY: SN 10/2016 0 R=1 " 4-1/2 d ° d d v 4 d .Q d d . Z a ••' J :e UJI 'o d W -a . •a • 00 v ° .. a ASPHALT ° a w a ° ' — a ° ir a . a .e e e. .a e d a d co ' v NOTE: 6 DOWEL TURNED—DOWN SIDEWALK INTO ADJACENT SIDEWALK TRASH ENCLOSURE CURB DOWN -TURN EXISTING BUILDING OR STRUCTURE SEAL EXPANSION JOINT W/ POLYURETHANE JOINT SEALANT 1/2" DEEP X 1/2" WIDE 1/2" PREFORMED NON—EXTRUDING AND RESILIENT TYPE JOINT MATERIAL TO MEET AASHTO M-213. d AGAINST STRUCTURE SEAL EXPANSION JOINT W/ POLYURETHANE JOINT SEALANT 1/2" DEEP X 1/2" WIDE 1/2" PREFORMED NON—EXTRUDING AND RESILIENT TYPE JOINT MATERIAL TO MEET AASHTO M-213. NTS �-o . a. •. :.• 1/811 R :..::. d •. • . e:. ••. e:. 1/3 OF CONCRETE 1/809 R TOOLED JOINT THICKNESS OR SAWCUT (ASI -305) SIDEWALK- IX de .•a `,..:.• ' • •: •.: : NOTES: 1. NOTE: CONTRACTION JOINTS AT INTERVAL TO MATCH WIDTH OF SIDEWALK (TYP). CONTRACTION JOINT DETAIL/*1041 NTS GUTTER LIP TO BACK OF WALK C SECTION A -A i•»r_11wTi � HOT DIPPED GALVENIZED STEEL TREAD PLATE 2" X 2" X 4" GALVANIZED ANGLE IRON 2" X4 COUNTERSINK SCREWS, 3 DRILLED AND TAPPE4D PER SIDE (SCREWS TO BE IN PLACE AT THE TIME OF POUR TO KEEP THREADS CLEAN.) 2" X 4" ANCHOR BOLT WELDED TO ANGLE IRON @ 2'-0" O.C. SW VARIES SW VARIES FL (SEE PLANS)FL[6�� (SEE PLANS) 2' 7"L � 2' 4„ 6„ 1 �„ -4 / FT l ill/ FT 4� FT 1" FT 2 f_ [4-" _ 2 2'-3" _ 2' 6" �- SECTION B-B SECTION B -B MOUNTABLE CURB VERTICAL CURB MEASUREMENT: EACH PAYMENT: SC OR SC2 SIDEWALK CHASE �6A City of U-A01_CURB.CHASE DETAIL CODE 9� Wh6at z e SIDEWALK CHASE DEPARTMENT OF PUBLIC WORKS 2 OF 2 v ENGINEERING DIVISION APPROVED N r7, SIDEWALK CURB CHASE /61 NR �-o m� SEAL EXPANSION JOINT W/ POLYURETHANE JOINT SEALANT 6„ 1/2" DEEP X 1/2" WIDE (MIN) 1/2" PREFORMED NON—EXTRUDING AND RESILIENT TYPE JOINT MATERIAL TO MEET AASHTO M-213. AGAINST NON-UNIFORM SURFACE SEAL EXPANSION JOINT W/ POLYURETHANE JOINT SEALANT 1/2" DEEP X 1/2" WIDE 1/2" PREFORMED NON—EXTRUDING AND RESILIENT TYPE JOINT MATERIAL TO MEET AASHTO M-213. CARDBOARD SLEEVE #4 STEEL DOWEL •1%8" R4 • .ed ` -:.' ::.'•':� `:" :: �' .. :.:: ' :d• ,. •; L /2,, . , d . w'. d • i• • •:. .d '•, . '• • ; ° • '.e :." is • '. f A , .� • e. • f.' , ...• 'd 30 X DOWEL DIA (MIN) oq SIDEWALK W REBAR_ 1. CURB EXPANSION JOINTS EVERY 100' MAX AND WHEREVER SIDEWALK ABUTS EXISTING & PROPOSED CONCRETE STRUCTURES (TYP) — SEE PLAN 2. REMOVE PLASTIC FORMING MATERIAL ("ZIP STRIPS") FROM PREFORMED JOINT MATERIAL PRIOR TO PLACING SEALANT d d = ° d 10 4 d v 4 d .Q d d . EXPANSION JOINT DETAIL �1 NTS CONTRACTION JOINTS (TYP) I8" CONC CD PER PER 0.0 PLANLPLAN 10.0' SECTION � CONTRACTION JOINT WHERE PER ADJ. TO CONC PAVING 10' PLAN 10' PLAN VIEW NOTE: 1. COMPACT SUBGRADE PER SPECIFICATIONS. RAISED CROSSWALK DETAIL t7 NTS C3.1 BOULDERS SEE NOTE 3 z Q J 0- X w Q w M V) in w it 12" MIN 6" MIN 24" MIN (TYP) COMPACT PER PAVING SECTION DETAIL N A.W ae' , • •d Z F� : d• ' .• ' 4: • ' : W p • • • d. •''' V) NOTES: 1. CONCRETE THICKNESSES: "ENGINEER TO VERIFY" 8" FOR TRASH PADS 2. COMPACT SUBGRADE PER SPECIFICATIONS. 3. SEE CONTRACTION JOINT AND EXPANSION JOINT DETAILS. CONCRETE PAVING SECTION DETAE NTS r r UNCLASSIFIED BACKFILL ONSITE BACKFILL COMPACTED TO 95% SPD MAX 8" LIFTS (TYP) 1. ONE VERTICAL HEAD JOINT EVERY 6 FEET TO BE UNGROUTED FOR DRAINAGE. 2. GRADE AT BOTTOM OF WALL TO BE 1% MINIMUM FOR PAVEMENT OR 2% MINIMUM FOR GRASS FOR A DISTANCE OF 5' MINIMUM. 3. BOULDERS TO BE RECTANGULAR SANDSTONE, APPROX. 24"X36"X24" MIN, WITH NO GAPS LARGER THAN 1' . DESIGN CONCEPTS Community + Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net JVA, Inc. 1319_4�uce Street Boulder, CO 80 03.444.1951 WWW.jvajva.com Boulder • Fort Collins • Winter Park Glenwood Springs • Denver LU � > Q0 �U w .0 �o O � CV � 00Q w Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 Drafted By: JPW, XT Checked By: HMM, CRH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. SITE DETAILS CD3.1 NOTES NOTES 1. CURB RAMP TYPE 2B MAY BE USED IN MID -BLOCK. 6 1. CURB RAMP TYPE 3B MAY BE USED IN MID -BLOCK. 2. DIAGONAL CURB RAMPS (ON THE APEX) ARE NOT PREFERRED IN NEW CONSTRUCTION. MIN. A `" A PEDESTRIAN 2. DIAGONAL CURB RAMPS (ON THE APEX) ARE NOT PREFERRED IN NEW CONSTRUCTION. A SINGLE DIAGONAL CURB RAMP (ON THE APEX) WILL ONLY BE PERMITTED DURING A SINGLE DIAGONAL CURB RAMP (ON THE APEX) WILL ONLY BE PERMITTED DURING 27y RECONSTRUCTION OR ALTERATION WHERE PHYSICAL OR SITE CONSTRAINTS PREVENT 8.3% 4, CROSSWALK RECONSTRUCTION OR ALTERATION WHERE PHYSICAL OR SITE CONSTRAINTS PREVENT TWO CURB RAMPS FROM BEING INSTALLED. THE ENGINEER SHALL PROVIDE APPROVED MAX. MIN. ~� JUSTIFICATION DOCUMENTATION (CHET CURB RAMP DESIGN VARIANCE REQUEST FORM). SIDEWALK TWO CURB RAMPS FROM BEING INSTALLED. THE ENGINEER SHALL PROVIDE APPROVED ALL CURB RAMPS INSTALLED ON THE APEX MUST MEET THE STANDARDS AS DEFINED JUSTIFICATION DOCUMENTATION (CHET CURB RAMP DESIGN VARIANCE REQUEST FORM). IN M-608-1. 2' ALL CURB RAMPS INSTALLED ON THE APEX MUST MEET THE STANDARDS AS DEFINED RAMP PAY AREA A IN M-608-1. 3. THE PEDESTRIAN CURB MAY BE OMITTED IF THE GROUND SURFACE AT THE BACK SIDEWALK I B A `O'' B FOR CURB RAMP TYPES 2A AND 2B. r B OF THE CURB RAMP OR LANDING IS THE SAME ELEVATION AS THE CURB RAMP B BUFFER STRIP CONCRETE L� OR LANDING AND THERE IS NO MATERIAL TO RETAIN. CONCRETE B PEDESTRIAN CURB 8.3% PEDESTRIAN CURBS MAX. (SEE NOTE 3) �ti�' % 6 9 k 2% i �i •`�° CONCRETE BUFFER STRIP 6 PEDESTRIAN CURBS A z%A �2% A 2 , 21 4'2% MIN. �► y, PEDESTRIAN A 2 6' MIN. 5' MIN. „ 2% 2 4 MIN. ti CROSSWALK CURB r ,B , MPS e� A CONCRETE 2% i€€€ (TYP.) RAMP TURNING 5' 4 MIN. 8.3% 2% PEDESTRIAN B S CURB i8.3% 6' C SPACE MIN. C 8.3% PEDESTRIAN RIAN MAX. 'A�1� (SEE NOTE 3) IMAX. CONCRETE MAX. ,,, ,.' CROSSWALK C .,,, � C SIDEWALK CONCRETE CURB RAMP TYPE 3A ,. '"' 2% 2� PEDESTRIAN CURB SEE NOTE 2. PEDESTRIAN CURB 8 3% ISOMETRIC VIEW LAB M 321 (SEE NOTE 3) MAX. CURB RAMP TYPE 2A CURB AND GUTTER LF FL 4' MIN. 4' MIN. VARIES 6" TO 811 * ° 5 8.3% 4I l SEE NOTE 2. ' 2/ MIN. CONCRETE 2 C MIN. C MIN. 2' I MAX MAX. PEDESTRIAN CURB A 2 ` ► A (SEE NOTE 3) A DETECTABLE WARNING TOP OF PEDESTRIAN 8.3% CURB RAMP TYPE 2C 2% SURFACE PAVEMENT CURB RAMP TYPE 3B I CROSSWALK °° MAX. 6" x 12" CONCRETE 4' MIN. FL SEE NOTE 1. PEDESTRIAN CURB SIDEWALK ` ° * SEE DETECTABLE WARNING B B I (SEE NOTE 3) 2'MIN. 6" TO 811 CONCRETE 4n DETECTABLE 2% PLACEMENT GUIDE DETAIL 6 5 MIN SIDEWALK 4 MIN. ON SHEET 7. WARNING TOP OF 2% 2%I TURNING SPACE CONCRETE ■ GUTTER SLOPE CURB RAMP TYPE 36 MODIFIED z MIN. SURFACE 8.3% 8.3% PEDESTRIAN CURB ° CONCRETE ................................ 5°° PAVEMENT 6" 5% MAX. VARIES PEDESTRIAN B MAX. MAX. B SIDEWALK 1I ,. 2� - - �% - GRADE BREAK 0 TO 6 CROSSWALK 4 GRADE BREAK PEDESTRIAN CURB 61� " INCREASES TO 8" VARIES PLAN VIEW 4" „yt ° „* 2' 8.3% MAX. FOR BRICK PAVERS. s s -� - - - SECTION A -A RAMP *INCREASES TO 8" 2/° MAX. , /\ / FOR BRICK PAVERS. 6' MIN. 4' MIN. 6' MIN. �� SECTION A -A %" EXPANSION CURB RAMP CONCRETE M. JOINT (TYP.) PEDESTRIAN CURB SEE NOTE 16 ON SHEET 1. A SECTION C -C (SEE NOTE 3) SECTION B -B CURB RAMP TYPE 2B FL 6' 4' MIN. 61 SEE NOTE 1. 611 TO 8" W ", RAMP TURNING SPACE RAMP 5' MIN. 4' MIN. 2' 2 DETECTABLE ' „ u ", ,", �ssEe`« WARNING TOP OF VARIES 4 TO 8 =: 2% SURFACE - - - - - - 6I- - - - S 8.3% - - - PAVEMENT 1. 4" CONCRETE 4„ CONCRETE 411 PEDESTRIAN NCRETCURB SIDEWALK CRETE GUTTER SLOPE PEDESTRIAN CURB RAMP PAY AREA PEDESTRIAN CURB 6 5% MAX. ISOMETRIC VIEW SECTION B -B (SEE NOTE 3) RAMP PAY AREA ISOMETRIC VIEW RAMP PAY AREA FOR CURB RAMP TYPES 2C. ISOMETRIC VIEW SECTION C -C CURB RAMP TYPE 3C (COMBINATION) Computer File Information Sheet Revisions Computer File Information Sheet Revisions Colorado Department of Transportation STANDARD PLAN NO. Colorado Department of Transportation STANDARD PLAN NO. Creation Date: 12/01/16 Initials: JBK Date: Comments Creation Date: 07/04/12 Initials: JBK Date: Comments 4201 East Arkansas Avenue 4201 East Arkansas Avenue .. Last Modification Date: 02/23/17 Initials: LTA R -X 02/23/17 AndeGeneralrNotes. the Curb Ramp details Denver, Colorado 80222 CURB MP Lost Modification Date: 02/23/17 Initials: LTA R -X 02/23/17 addeGeneaalrNotes. the Curb Ramp details Denver, Colorado 80222 CURB RAMPS Phone: (303) 757-9021 M-608-1 Phone: (303) 757-9021 M-608-1 Full Path: www.color adodot.info/busines s/designsupport R -X • Full Path: www.coloradodot.info/business/designsupport R -X • Fax: (303) 757-9820 Fax: (303) 757-9820 II Drawing File Name: 6080102010.dgn R -X Drawing File Name: 6080103010.dgn R -X CAD Ver.: MicroStation V8 Scale: Not to Scale Units: Engliheet No. 2 of 1 0 sh R -X Project Development Branch JBK/LTA Issued By: Project Development Branch on July 4, 2012 SCAD Ver.: MicroStation V8 Scale: Not to Scale Units: English R -X Project Development Branch JBK/LTA Issued By: Project Development Branch on July 4, 2012 Sheet No. 3 of 10 FDETECTABLE WARNING WELL L AND CURB AREA 4'-6" FOR 8.3% RAMP GUTTER �� 3' SIDEWALK I WING TRANSITION 6" CURB /� WING TRANSITION5% DOME ° ° ° 411 D D T 6" P.J. D&ii. °i L4 -- - i 1" SAND PAVERS DETECTABLE WARNING WELL 6" FOUNDATION (TYP.) PAID FOR AS PAID FOR AS CONCRETE CURB RAMP CURB AND GUTTER TO BE POURED MONOLITHICALLY DETAIL FOR TYPES 1 AND 3 CURB RAMPS P.J. =PERMISSIBLE JOINT WITH EPDXY-COATED DEFORMED NO.4 BY 18 IN. BARS CONFORMING TO AASHTO M 284 AT 18 IN. SPACING. SIDE CROSS SECTION VIEW OF DETECTABLE WARNING, WELL, CURB, AND GUTTER FL WIDTH OF SIDEWALK 6" x 12" CONCRETE 6" TO 8" 1 PEDESTRIAN CURB 2' � 6,. ° Q 8" gSIDEWALK 4 6,1 " WING TRANSITION DETAIL FOR TYPE 2 CURB RAMP - CURB AND GUTTER TYPE 2 6'-0" WIDTH OF RAMP CURB 6" MIN. TO 8" MAX. o ° ° ° ° ° FLOW LINE FROM CURB FLOW LINE 0.85"1.6" TO 2.4" DETECTABLE WARNING WELL PLAN VIEW OF DETECTABLE WARNING AND WELL (PAVERS NOT DRAWN TO SCALE) THE TOP DIAMETER OF THE TRUNCATED DOMES SHALL BE 50% TO 65% OF THE BASE DIAMETER 0.2" 0.9" TO 1.4" -� ELEVATION VIEW OF SINGLE DOME 1. THE DETECTABLE WARNINGS SHALL BE BE MADE OF PAVERS WITH A TRUNCATED DOME SURFACE. 2. THE TOP OF THE DRAINAGE WEEP HOLE SHALL BE LOCATED AT THE LOWEST POINT OF THE DETECTABLE WARNING WELL. 3. RAMP SLOPES SHALL BE 12:1 OR FLATTER. THE DETECTABLE WARNING AND WELL AREA SLOPES SHALL BE 20:1 OR FLATTER. 4. THE DETECTABLE WARNING SURFACE SHALL SPAN THE ENTIRE WIDTH OF THE RAMP. IF CONDITIONS DO NOT ALLOW THE ENTIRE SPAN, THE DECTECTABLE WARNING SURFACE SPAN SHALL NOT BE MORE THAN 2 INCHES AWAY FROM EACH SIDE OF RAMP. 1.6" TO 2.4" I� CURB 2411 • • • 1.6" TO 2.4" FLOW LINE _L • • • - T RAMP 6" TO 8" TO WIDTH CURB FLOW LINE SHALL BE EQUAL IN of Ant vrC'%Ai BOTH DIRECTIONS DOME AND DETECTABLE WARNING DETAILS TO BE POURED MONOLITHICALLY WIDTH OF DETECTABLE WARNING AND RAMP 6'-0" CURB AND GUTTER TYPE 2 - WIDTH OF WING 1" SAND FOUNDATION (TYP.) FRONT SECTION VIEW OF DETECTABLE WARNING, WELL, CURB, AND GUTTER CURB RAMP WITH DOME PAVER OPTION DETECTABLE Computer File Information R -X R -X R -X WIDTH OF WING Colorado Department of Transportation 4201 East Arkansas Avenue CDOT HQ, 4th Floor • Denver, CO 80222 Phone: 303-757-9021 FAX: 303-757-9868 Division of Pro ect Support DLM/LTA J PP FLOW LINE 8.3% Creation Date: 07/04/12 Initials: DLM WARNING Last Modification Date: 4/28/14 Initials: LTA PEDESTRIAN CURB 8.3/° FLOW LINE _1;2 2'-0" Sheet No. 6 of 7 DOME (TYP.) PAVERS (TYP.) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - ------4%- - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c --=°---°---°- ° a 0 a 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 a 0 0 0 0 T_6" CURB 6" MIN. TO 8" MAX. o ° ° ° ° ° FLOW LINE FROM CURB FLOW LINE 0.85"1.6" TO 2.4" DETECTABLE WARNING WELL PLAN VIEW OF DETECTABLE WARNING AND WELL (PAVERS NOT DRAWN TO SCALE) THE TOP DIAMETER OF THE TRUNCATED DOMES SHALL BE 50% TO 65% OF THE BASE DIAMETER 0.2" 0.9" TO 1.4" -� ELEVATION VIEW OF SINGLE DOME 1. THE DETECTABLE WARNINGS SHALL BE BE MADE OF PAVERS WITH A TRUNCATED DOME SURFACE. 2. THE TOP OF THE DRAINAGE WEEP HOLE SHALL BE LOCATED AT THE LOWEST POINT OF THE DETECTABLE WARNING WELL. 3. RAMP SLOPES SHALL BE 12:1 OR FLATTER. THE DETECTABLE WARNING AND WELL AREA SLOPES SHALL BE 20:1 OR FLATTER. 4. THE DETECTABLE WARNING SURFACE SHALL SPAN THE ENTIRE WIDTH OF THE RAMP. IF CONDITIONS DO NOT ALLOW THE ENTIRE SPAN, THE DECTECTABLE WARNING SURFACE SPAN SHALL NOT BE MORE THAN 2 INCHES AWAY FROM EACH SIDE OF RAMP. 1.6" TO 2.4" I� CURB 2411 • • • 1.6" TO 2.4" FLOW LINE _L • • • - T RAMP 6" TO 8" TO WIDTH CURB FLOW LINE SHALL BE EQUAL IN of Ant vrC'%Ai BOTH DIRECTIONS DOME AND DETECTABLE WARNING DETAILS TO BE POURED MONOLITHICALLY WIDTH OF DETECTABLE WARNING AND RAMP 6'-0" CURB AND GUTTER TYPE 2 - DETECTABLE WARNING FL AND CURB AREA 4'-6" FOR 8.3% RAMP GUTTER i 3' SIDEWALK „ WING TRANSITION 6 5% CURB i �� I ME WING TRANSITION i M . - 5% DO - ° 411 .J. 6 6 .6" Lam- 6" CONCRETE PAID FOR AS PAID FOR AS CONCRETE CURB RAMP CURB AND GUTTER TO BE POURED MONOLITHICALLY DETAIL FOR TYPES 1 AND 3 CURB RAMPS WIDTH OF RAMP P.J. =PERMISSIBLE JOINT WITH EPDXY-COATED DEFORMED NO. 4 BY 18 IN. BARS ° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 WIDTH OF WING 1" SAND FOUNDATION (TYP.) FRONT SECTION VIEW OF DETECTABLE WARNING, WELL, CURB, AND GUTTER CURB RAMP WITH DOME PAVER OPTION DETECTABLE Computer File Information R -X R -X R -X WIDTH OF WING Colorado Department of Transportation 4201 East Arkansas Avenue CDOT HQ, 4th Floor • Denver, CO 80222 Phone: 303-757-9021 FAX: 303-757-9868 Division of Pro ect Support DLM/LTA J PP FLOW LINE 8.3% Creation Date: 07/04/12 Initials: DLM WARNING Last Modification Date: 4/28/14 Initials: LTA PEDESTRIAN CURB 8.3/° FLOW LINE _1;2 ° Sheet No. 6 of 7 DOME (TYP.) PAVERS (TYP.) CAD Ver.: MicroStation V8 Scale: Not to Scale Units: English - ------4%- - c --=°---°---°- =_ T_6" 2'-0" 000000000000000 - ---- -o --=---=== 211 SIDEWALK 4" 4u - - ------^---^---^------� 211 --s--- ------ ---- - WING TRANSITION -'I- Y4" DIA. DRAINAGE WEEP HOLE 0 0 T T I 0 0 0 0 6, Ti�6„ 2 1-011 4" AGGREGATE BASE 2'-0" DETECTABLE WARNING FL AND CURB AREA 4'-6" FOR 8.3% RAMP GUTTER i 3' SIDEWALK „ WING TRANSITION 6 5% CURB i �� I ME WING TRANSITION i M . - 5% DO - ° 411 .J. 6 6 .6" Lam- 6" CONCRETE PAID FOR AS PAID FOR AS CONCRETE CURB RAMP CURB AND GUTTER TO BE POURED MONOLITHICALLY DETAIL FOR TYPES 1 AND 3 CURB RAMPS WIDTH OF RAMP P.J. =PERMISSIBLE JOINT WITH EPDXY-COATED DEFORMED NO. 4 BY 18 IN. BARS ° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FL 1" SAND FOUNDATION (TYP.) FRONT SECTION VIEW OF DETECTABLE WARNING, WELL, CURB, AND GUTTER CURB RAMP WITH DOME PAVER OPTION Colorado Department of Transportation 4201 East Arkansas Avenue ,� COOT HQ, 4th Floor Denver, CO 80222 Phone: 303-757-9021 FAX: 303-757-9868 Division of Project Support DLM/LTA j PP Computer File Information R -X R -X R -X Sheet Revisions Colorado Department of Transportation 4201 East Arkansas Avenue CDOT HQ, 4th Floor • Denver, CO 80222 Phone: 303-757-9021 FAX: 303-757-9868 Division of Pro ect Support DLM/LTA J PP CURB RAMPS STANDARD PLAN NO. Creation Date: 07/04/12 Initials: DLM Date: Comments Last Modification Date: 4/28/14 Initials: LTA PEDESTRIAN CURB M-608-1 p 1 M-608- 1 Full Path: www.coloradodot.info/business/designsupport _1;2 Drawing File Name: 608010607.dgnR-x Sheet No. 6 of 7 Issued By: Project Development Branch on July 4, 2012 CAD Ver.: MicroStation V8 Scale: Not to Scale Units: English - DETECTABLE WARNING FL AND CURB AREA 4'-6" FOR 8.3% RAMP GUTTER i 3' SIDEWALK „ WING TRANSITION 6 5% CURB i �� I ME WING TRANSITION i M . - 5% DO - ° 411 .J. 6 6 .6" Lam- 6" CONCRETE PAID FOR AS PAID FOR AS CONCRETE CURB RAMP CURB AND GUTTER TO BE POURED MONOLITHICALLY DETAIL FOR TYPES 1 AND 3 CURB RAMPS WIDTH OF RAMP P.J. =PERMISSIBLE JOINT WITH EPDXY-COATED DEFORMED NO. 4 BY 18 IN. BARS ° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FL WIDTH OF Colorado Department of Transportation 4201 East Arkansas Avenue ,� COOT HQ, 4th Floor Denver, CO 80222 Phone: 303-757-9021 FAX: 303-757-9868 Division of Project Support DLM/LTA j PP CURB RAMPS STANDARD PLAN NO. SIDEWALK Date: Comments 6" x 12" CONCRETE 6" TO 8" Full Path: www.coloradodot.info/business/designsupport PEDESTRIAN CURB Sheet No. 5 of 7 _1;2 CAD Ver.: MicroStation V8 Scale: Not to Scale Units: English - - ------4%- - c T_6" 2'-0" 000000000000000 ° SIDEWALK 4" 6„ WING TRANSITION 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° CURB CONFORMING TO AASHTO M 284 AT 18 IN. SPACING. 6" MIN. TO 8" MAX. o ° ° ° ° ° FLOW LINE SIDE CROSS SECTION VIEW OF DETECTABLE WARNING. CURB. AND GUTTER FROM CURB FLOW LINE i.85' (TYPJ 1.6" TO 24" DETECTABLE WARNING PLATE f� CURB AND GUTTER TYPE 2 DETAIL FOR TYPE 2 CURB RAMP 6'-0" PLAN VIEW OF DETECTABLE WARNING TO BE POURED MONOLITHICALLY WIDTH OF DETECTABLE WARNING AND RAMP NOTES 1. THE TRUNCATED DOME PLATE SHALL BE EMBEDDED IN THE CONCRETE CURB RAMP WHILE CONCRETE IS PLASTIC. 2. THE TRUNCATED DOME PLATE TO BE USED SHALL BE ON THE COOT APPROVED PRODUCT LIST. 3. WHEN THE DETECTABLE WARNING SURFACE IS CUT, GRIND OFF REMAINING PORTION OF ANY CUT DOMES. SEAL ALL CUT PANEL EDGES TO PREVENT WATER DAMAGE. 4. THE DETECTABLE WARNING SURFACE SHALL SPAN THE ENTIRE WIDTH OF THE RAMP. IF CONDITIONS DO NOT ALLOW THE ENTIRE SPAN, THE DECTECTABLE WARNING SURFACE SPAN SHALL NOT BE MORE THAN 2 INCHES AWAY FROM EACH SIDE OF RAMP. 0.040" (TYP.), 0.90" (TYP.) 0.20 �NON-SKIDSURFACE PLATE THICKNESS VARIES J ELEVATION VIEW OF DETECTABLE WARNING PLATE 6'-0" CURB AND GUTTER TYPE 2 WIDTH OF WING WIDTH OF WING �► FLOW LINE 8.3% 8.3% FLOW LINE DOME (TYP.) °. ° ° ° ° ° ° FRONT SECTION VIEW OF DETECTABLE WARNING, CURB, AND GUTTER CURB RAMP WITH A TRUNCATED DOME SURFACE PLATE Computer File Information FL WIDTH OF Colorado Department of Transportation 4201 East Arkansas Avenue ,� COOT HQ, 4th Floor Denver, CO 80222 Phone: 303-757-9021 FAX: 303-757-9868 Division of Project Support DLM/LTA j PP CURB RAMPS STANDARD PLAN NO. SIDEWALK Date: Comments 6" x 12" CONCRETE 6" TO 8" Full Path: www.coloradodot.info/business/designsupport PEDESTRIAN CURB Sheet No. 5 of 7 _1;2 CAD Ver.: MicroStation V8 Scale: Not to Scale Units: English - - ------4%- - c T_6" 6 SIDEWALK 4" 6„ WING TRANSITION f� CURB AND GUTTER TYPE 2 DETAIL FOR TYPE 2 CURB RAMP 6'-0" PLAN VIEW OF DETECTABLE WARNING TO BE POURED MONOLITHICALLY WIDTH OF DETECTABLE WARNING AND RAMP NOTES 1. THE TRUNCATED DOME PLATE SHALL BE EMBEDDED IN THE CONCRETE CURB RAMP WHILE CONCRETE IS PLASTIC. 2. THE TRUNCATED DOME PLATE TO BE USED SHALL BE ON THE COOT APPROVED PRODUCT LIST. 3. WHEN THE DETECTABLE WARNING SURFACE IS CUT, GRIND OFF REMAINING PORTION OF ANY CUT DOMES. SEAL ALL CUT PANEL EDGES TO PREVENT WATER DAMAGE. 4. THE DETECTABLE WARNING SURFACE SHALL SPAN THE ENTIRE WIDTH OF THE RAMP. IF CONDITIONS DO NOT ALLOW THE ENTIRE SPAN, THE DECTECTABLE WARNING SURFACE SPAN SHALL NOT BE MORE THAN 2 INCHES AWAY FROM EACH SIDE OF RAMP. 0.040" (TYP.), 0.90" (TYP.) 0.20 �NON-SKIDSURFACE PLATE THICKNESS VARIES J ELEVATION VIEW OF DETECTABLE WARNING PLATE 6'-0" CURB AND GUTTER TYPE 2 WIDTH OF WING WIDTH OF WING �► FLOW LINE 8.3% 8.3% FLOW LINE DOME (TYP.) °. ° ° ° ° ° ° FRONT SECTION VIEW OF DETECTABLE WARNING, CURB, AND GUTTER CURB RAMP WITH A TRUNCATED DOME SURFACE PLATE Computer File Information R -X R -X R -x R -X Sheet Revisions Colorado Department of Transportation 4201 East Arkansas Avenue ,� COOT HQ, 4th Floor Denver, CO 80222 Phone: 303-757-9021 FAX: 303-757-9868 Division of Project Support DLM/LTA j PP CURB RAMPS STANDARD PLAN NO. Creation Date: 07/04/12 Initials: DLM Date: Comments Last Modification Date: 4/28/14 Initials: LTA p M-608-1 Full Path: www.coloradodot.info/business/designsupport Drawing File Name: 608010507.dgn Sheet No. 5 of 7 Issued By: Project Development Branch on July 4, 2012 CAD Ver.: MicroStation V8 Scale: Not to Scale Units: English DESIGN CONCEPTS :ommunity+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net JVA, Inc. ' (/// 131% puce Street pp� \ Boulder, CO 8b% pw 303.444.1951 www.jvajva.com Boulder . Fort Collins . Winter Park Glenwood Springs . Denver ►T1�i LU 0 = O �U �w �o o� CV (y) W Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 Drafted By: JPW, XT Checked By: HMM, CRH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. SITE DETAILS CD12 16 nW 44TH AVE- n ■ PROSPECT LAKE 4■■■■■■■■■■■■■■1 ■ ■ ■ CLEAR CREEK ■ 7■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■r OVERALL SITE PLAN Scale: 1" = 80'-0" ■■■■■■■■■■■■■■F LIMITS OF CONSTRUCTION GENERAL NOTES 1. The contractor shall be solely responsible for safety in, on or about the project site. Any damage to adjacent property or utilities, not designated for removal, relocation or replacement, shall be repaired and/or replaced by the contractor at the contractor's expense. 2. The contractor shall be responsible for obtaining any permits or licenses required for the performance of the work as applicable to the project. 3. Contractor shall be responsible for notifying the Project Manager if any significant inconsistencies between the existing conditions and these plans are discovered. 4. The Contractor shall be responsible for all construction surveying. Layout and staking of all improvements shall be approved by the Project Manager prior to installation of improvements. Discrepancies to the base information shall be brought to the Project Manager's attention for a decision prior to commencing with the work. Notification of request for field review shall be made a minimum of 24 hours in advance. 5. All existing trees are to remain unless otherwise noted. 6. All existing trees within the limits of construction that are scheduled to remain shall be protected by an orange construction fence four feet (4') high secured with steel t -posts at the drip line of each tree. Sufficient posts shall be used to maintain fence in erect condition at all times. No grading shall commence without construction fencing in place. Hand grading only will be allowed within the limits of construction fencing. No more than six inch (6") or cut or fill will be allowed within the drip line of any tree shown to remain on these construction plans. See project manual for tree protection. 7. Contractor staging area and construction access to be determined with Owner at pre -construction meeting. 8. Contractor shall be responsible for his/her own construction quantity estimates. 9. Any existing conditions (including landscaping, hardscapes, built structures, etc.) not identified to be impacted as part of this project that are damaged by construction operations shall be fully repaired to their original condition at the contractor's expense prior to final acceptance of the project. 10. All concrete flatwork (including sidewalks) shall have 2% cross slope, unless otherwise noted 11. The landscape architect and/or owner make no warranty as to the correctness and/or completeness of the existing utility locations shown or not shown on the plans. the contractor shall be responsible for field verifying the horizontal and vertical location of all existing utilities including water, sewer, storm drains, gas transmission lines, and other utilities above and below the surface that may affect the project. Should discrepancy or conflict be discovered the contractor shall notify the landscape architect immediately, and shall not continue construction until said conflict can be resolved in writing. 12. The contractor shall notify all utility companies at least 48 hours prior to beginning construction to verify depth and location of all utilities. 13. Any construction debris or mud -tracking in the public right-of-way resulting from the work shall be removed immediately by the contractor. 14. The contractor shall provide all lights, signs, barricades, flagmen and other devices necessary to provide for the public safety on and about the site. The contractor shall furnish appropriate traffic control and safety measures in accordance with the requirements of applicable highways and transportation authority. 15. Contractor shall take appropriate measures to protect both on site and adjacent property, trees and vegetation. Areas outside the limits of work as shown on the plans and/or cross sections shall remain undisturbed. Any items not intended for demolition must be protected. Any damage will be repaired at contractor's expense. 16. Contractor shall clear and grub the area disturbed by grading. debris, vegetation, roots and other materials not suitable for backfill shall be removed from the site and disposed of by the contractor. 17. Contractor shall remove all debris from demolition operations on a daily basis. 18. All concrete to be 6" depth unless otherwise noted. 19. Additional layout information may be provided to the contractor prior to construction, upon request. Landscape Architect will provide digital files of the site plan in AutoCAD format. 20. Written dimensions will take precedence over scaled dimensions. 21. Curved walks and curb edges are intended to be constructed with smooth flowing curves using flexible form materials. Anything other than smooth flowing curves will be rejected. All forms to be inspected & approved by Landscape Architect. Contractor to give Landscape Architect 48 hours notification of form inspection. 22. Field locate all site furnishings with Owner prior to installation. I\7 771 \I NORTH:0.0 SCALE: 1 " = 80'-0" DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net k \Nhear o -Q; U m', /n9 041 0 H Q WC CL * H 0 CL V W W Oa WCL CL i Project No.: 22108.00 i� Issued For: Date: Bid Set 04.16.21 Drafted By: MR, SB, SM, AP Checked By: ES, CH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. OVERALL SITE PLAN L1.0 BO LDER ENTRY FEA YRE (ALT #1) BASE BID: DEMO, GRADING, EROSION CONTROLAND NATIVE SEED ALTERNATE #1: PICKLEBALL COURTS, LIGHTING, SIDEWALKS, AND PLAZA AS SHOWN. �.PEA = ■ W. 44TH AVE CONCRETE MOW BAND 23 BOULDER ENTRY L3.2 FEATURE `fit SWAIVAaz a�[>���►���j� [fig ■ RE:, CIVIL �e Iii■�_ ���►��,,��, ®, ", 1. ® Ir®..OMIT I► I■I�L.;� �I lillilili�i, `l Iltilis'�...r Man ■I SIM . • �� pop El 1_ .:►.._I®r _ �►Ts_�i���Tii Jl� Q la. w $' HT. G LVA IZE CH IN 43� w LINK FENCE WITH TOP PANEL AND L3.1 w 30" GEES AT ELECTRICAL CABINET (ALT #1) w CEDAR\CEDARP�ACYFENCEFENCE w w w w AND CONCRE PAD L3.0 w w FOR PORTALET� w w 4 w \ ' w w \ w w wwwww � w w ATCHLINE 1-1.3 PICKLEBALL AREA Scale: 1" = 20'-0" i ENTRY DRIVE, RE: CIVIL 0 1 a /u 1 TREE PROTECTION RJ PROTECT EXISTING MOW BAND AND PROTECT EXISTING PLANTS NEW SHRUB BEDS, RE: PLANTING PLAN L2.1 CONCRETE 2 MOW BAND 3.0 Ii 0 ., '�— REPAIR SOD TO LIMITS OF DISTURBANCE HADD ROOF GUTTER TO DISCHARGE WEST SIDE OF GARAGE ;SID TO LIMITS OF DISTURBANCE TRASH ENCLOSURE, RE: STRUCTURAL AND CIVIL ,T -LARDS, RE: SPECS 10000 i 0000 0000 1/ UBE f --F UBE KISTING TRANSFORMER E: ELECTRICAL UBE EXISTING RESTROOMS 7 :7 NORTH 0 20' 40' SCALE: 1 " = 20'-0" LEGEND DECIDUOUS TREE ORNAMENTAL TREE O SOD W w w w W w w NATIVE SEED MULCH: 1-1/2" CRUSHED ROCK CONCRETE ENGINEERED WOOD FIBER CRUSHER FINES \�`\\ COLORED, PATTERNED DPOST TENSION CONCRETE TABLES o BENCH ® LANDSCAPE BOULDERS SEAT BOULDERS LIGHTS, RE: ELECTRICAL O TRASH RECEPTACLE BIKE RACK - TREE PROTECTION WOOD ESTATE FENCE -• - 8' HT. CHAIN LINK FENCE ------------------ 6' HT. CHAIN LINK FENCE CEDAR PRIVACY FENCE EXISTING BATTING CAGES DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net vd heat Ok m', 6> . c c•�afn9 Ov 0 W Q* W Fmm O CL V LUW OQ CL CL LU CD Qo =U F- LU �o o� c� ~ LU Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 Drafted By: MR, SB, SM, AP Checked By: ES, CH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. PICKLEBALL I_1 1911.111 L1.1 d E a � UB E UBE,—, UBE UBE B _ w w w w w ww � w w w• w w w w w w w w w w }wwlww w w w w__ PICKLEBALL AREA Scale: 1" = 20'-0" i ENTRY DRIVE, RE: CIVIL 0 1 a /u 1 TREE PROTECTION RJ PROTECT EXISTING MOW BAND AND PROTECT EXISTING PLANTS NEW SHRUB BEDS, RE: PLANTING PLAN L2.1 CONCRETE 2 MOW BAND 3.0 Ii 0 ., '�— REPAIR SOD TO LIMITS OF DISTURBANCE HADD ROOF GUTTER TO DISCHARGE WEST SIDE OF GARAGE ;SID TO LIMITS OF DISTURBANCE TRASH ENCLOSURE, RE: STRUCTURAL AND CIVIL ,T -LARDS, RE: SPECS 10000 i 0000 0000 1/ UBE f --F UBE KISTING TRANSFORMER E: ELECTRICAL UBE EXISTING RESTROOMS 7 :7 NORTH 0 20' 40' SCALE: 1 " = 20'-0" LEGEND DECIDUOUS TREE ORNAMENTAL TREE O SOD W w w w W w w NATIVE SEED MULCH: 1-1/2" CRUSHED ROCK CONCRETE ENGINEERED WOOD FIBER CRUSHER FINES \�`\\ COLORED, PATTERNED DPOST TENSION CONCRETE TABLES o BENCH ® LANDSCAPE BOULDERS SEAT BOULDERS LIGHTS, RE: ELECTRICAL O TRASH RECEPTACLE BIKE RACK - TREE PROTECTION WOOD ESTATE FENCE -• - 8' HT. CHAIN LINK FENCE ------------------ 6' HT. CHAIN LINK FENCE CEDAR PRIVACY FENCE EXISTING BATTING CAGES DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net vd heat Ok m', 6> . c c•�afn9 Ov 0 W Q* W Fmm O CL V LUW OQ CL CL LU CD Qo =U F- LU �o o� c� ~ LU Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 Drafted By: MR, SB, SM, AP Checked By: ES, CH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. PICKLEBALL I_1 1911.111 L1.1 PICKLEBALL AREA ENLARGEMENT (ALT #1 Scale: 1" = 10'-0" A• Me X1491! .a II I_ell! ■ PICKLEBALL AREA ENLARGEMENT (ALT #1 Scale: 1" = 10'-0" LEGEND D SOD NATIVE SEED MULCH: CRUSHED ROCK ROCK CONCRETE a OPOST TENSION CONCRETE ENGINEERED WOOD FIBER CRUSHER FINES —x — IAV01G1ILVAI21011l_1V 210 LIGHTS, RE: ELECTRICAL TABLES BENCH LANDSCAPE BOULDERS SEAT BOULDERS LIGHTS, RE: ELECTRICAL TRASH RECEPTACLE BIKE RACK TREE PROTECTION WOOD ESTATE FENCE 8' HT. CHAIN LINK FENCE 6' HT. CHAIN LINK FENCE CEDAR PRIVACY FENCE 7%:7 NORTH 0 10' 20' SCALE: 1" = 10'-0" DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net vd heat o Q; U`"' CD, 6> . c 0 H Q W CL* IMEM O CL V LUW OQ W= CL :7 Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 Drafted By: MR, SB, SM, AP Checked By: ES, CH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. PICKLEBALL AREA ENLARGEMENT L1.2 X1491! .a II I_ell! LEGEND D SOD NATIVE SEED MULCH: CRUSHED ROCK ROCK CONCRETE a OPOST TENSION CONCRETE ENGINEERED WOOD FIBER CRUSHER FINES —x — IAV01G1ILVAI21011l_1V 210 LIGHTS, RE: ELECTRICAL TABLES BENCH LANDSCAPE BOULDERS SEAT BOULDERS LIGHTS, RE: ELECTRICAL TRASH RECEPTACLE BIKE RACK TREE PROTECTION WOOD ESTATE FENCE 8' HT. CHAIN LINK FENCE 6' HT. CHAIN LINK FENCE CEDAR PRIVACY FENCE 7%:7 NORTH 0 10' 20' SCALE: 1" = 10'-0" DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net vd heat o Q; U`"' CD, 6> . c 0 H Q W CL* IMEM O CL V LUW OQ W= CL :7 Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 Drafted By: MR, SB, SM, AP Checked By: ES, CH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. PICKLEBALL AREA ENLARGEMENT L1.2 NORTH POND AREA ENLARGEMENT Scale: 1" = 10'-0" 00 00 1 LEGEND PLANTING BED, TYP. RE: L3.1 LAYOUT NATIVE SEED, RE:SPECS END WOOD FENCE II 7 :7 NORTH 0 10' 20' SCALE: 1 " = 10'-0" D SOD NATIVE SEED MULCH: CRUSHED ROCK ROCK a CONCRETE OPOST TENSION CONCRETE ENGINEERED WOOD FIBER CRUSHER FINES DECIDUOUS TREE ORNAMENTAL TREE LIGHTS, RE: ELECTRICAL DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net `Nl heat 0 Q; I 0 H Q WW CLC W H 0 ImCL V W W Oa CL CL LU C) _ b �w �o C) CV M Q LU i7 TABLES o BENCH ® LANDSCAPE BOULDERS SEAT BOULDERS LIGHTS, RE: ELECTRICAL Project No.: 22108.00 O TRASH RECEPTACLE Issued For: Date: BIKE RACK Bid Set 04.16.21 ------ o— TREE PROTECTION moo— WOOD ESTATE FENCE — X — 8' HT. CHAIN LINK FENCE Drafted By: MR, SB, SM, AP --------- 6' HT. CHAIN LINK FENCE Checked By: ES, CH All drawings and written material CEDAR PRIVACY FENCE appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. NORTH LAKE AREA ENLARGEMENT Ll m3 a LANDSCAPE 11 L3.o BOULDERS, TYP. 6 CRUSHER L3.o FINES PICNIC TABLE, _ RE:SPECS 2 40'x50' LARGE SHELTER L3.5 RE: SPECS & STRUCTURAL 13/4" BACKFLOW PREVENTER \,L3.8)RE: CIVIL 3'-6" WOOD ESTATE FENCE. TYP. w w -16 E T W EXISTING PLANTING w W BEDS AND REPLANT, RE: PLAN ING W y PLAN L2.2 W W �S4p i w+ �\ 1 CONCRETE W W y \ L3.ow w w w FLATWORK o .00 �1 FOOTBRIDGE / a LANDSCAPE L3.o BOUL BEAR SAVER TRASH, J RE:SPECS r-- 1 IIIIIIIIIIII � � ---- SWINGING BENCH, CORE DRILL FOR NEW POST FOOTINGS RE:SPECS 5' WIDE OPENINGS IN WOOD FENCE r,1QUICKCOUPLER RE: CIVIL 5WIDE OPENINGS IN-\ WOOD FENCE 4'�N3'-6" WOOD ESTATE 3�FENCE, TYP q CURBWA L1.o EWF, TYF SWINGING BENCH, CORE DRILL FOR NEW POST FOOTINGS RE: SPECS -(1) STANDARD PICNIC TABLE (1) ADA PICNIC TABLE TREE PROT 20'X20' SHELTER, RE: SPECS & STRUCTURAL L3.4 --� 100 YEAR FLOODWAY _ QUICK COPPLER RE: CIVIL 5WIDE OPENINGS IN - TREE PROTECTION WOOD FENCE SEAT BOULDERS L3.a ■ 3.o TRASH--�_- -- 3 22'-6" VEHICULAR --3- GATE -------------------- e as as — I;1�ra�-- 1 1 ■ 1 R 1 / 1 � J 1 1 1 — 1 1 RE: 1-1.5 FOR TRAIL CONNECTION ENLARGEMENT 1 SOUTH PICNIC AREA ENLARGEMENT Scale: 1" = 20'-0" PEPSI �� a. • . i, aiiiiimiiiiim EXISTING PARKING LOT-\ LEGEND SOD NATIVE SEED CONCRETE _J RAMP 4" PERFORATED DRAIN PIPE CONNECT TO STORM DRAIN. RE, CIVIL. NEW ROAD, RE: CIVIL EXISTING BRIDGE MULCH: 1-1/2" CRUSHED ROCH ENGINEERED WOOD FIBER INI-TIJOa21:a9111261 COLORED, PATTERNED CONCRETE kR TABLES BENCH LANDSCAPE BOULDERS SEAT BOULDERS LIGHTS, RE: ELECTRICAL TRASH RECEPTACLE BIKE RACK TREE PROTECTION WOOD ESTATE FENCE � 1I� 11� �• � j ir!'i CLEAR CREEK NORTH 0 20' 40' SCALE: 1 " = 20'-0" DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net vd heat o Q; CD, 0 c•�afn9 O�4 4 H Q WW CLC W IMEM o CL U W Oa CL CL :7 Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 Drafted By: MR, SB, SM, AP Checked By: ES, CH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. SOUTH PICNIC AREA ENLARGEMENT LlA RE: SPECS RE: SPECS Iq _ i �Mm _ _- - -- •�� m ;. ;. C. -wft �%� �, ► `- ��♦�•`♦♦♦•�®sI o� ■ .� .. 411A -��® ..19P.�\'♦.� ■■ ail, . . �L� I — - ►jam" "�=���♦♦♦� ♦♦ ♦♦♦♦ N�♦♦♦� ■_....� 011� ♦ ♦� ♦♦�♦♦ : ♦ `����f I���'���it�: 1 f■II�1'��r� .a j •�,� 1�1SrImom �.�.N�i IUM ®�� ��,�I♦♦� %ay '���,`',�,�►�` =�dL�® ■ ��j�♦♦� �gc � � �► vim. � ♦I'd • . - ♦ .� y1��ll�ili vl�i �� ��� �� • - V--- �� �f' 3 22'-6" VEHICULAR --3- GATE -------------------- e as as — I;1�ra�-- 1 1 ■ 1 R 1 / 1 � J 1 1 1 — 1 1 RE: 1-1.5 FOR TRAIL CONNECTION ENLARGEMENT 1 SOUTH PICNIC AREA ENLARGEMENT Scale: 1" = 20'-0" PEPSI �� a. • . i, aiiiiimiiiiim EXISTING PARKING LOT-\ LEGEND SOD NATIVE SEED CONCRETE _J RAMP 4" PERFORATED DRAIN PIPE CONNECT TO STORM DRAIN. RE, CIVIL. NEW ROAD, RE: CIVIL EXISTING BRIDGE MULCH: 1-1/2" CRUSHED ROCH ENGINEERED WOOD FIBER INI-TIJOa21:a9111261 COLORED, PATTERNED CONCRETE kR TABLES BENCH LANDSCAPE BOULDERS SEAT BOULDERS LIGHTS, RE: ELECTRICAL TRASH RECEPTACLE BIKE RACK TREE PROTECTION WOOD ESTATE FENCE � 1I� 11� �• � j ir!'i CLEAR CREEK NORTH 0 20' 40' SCALE: 1 " = 20'-0" DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net vd heat o Q; CD, 0 c•�afn9 O�4 4 H Q WW CLC W IMEM o CL U W Oa CL CL :7 Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 Drafted By: MR, SB, SM, AP Checked By: ES, CH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. SOUTH PICNIC AREA ENLARGEMENT LlA LEGEND + DECIDUOUS TREE TABLES o BENCH ORNAMENTAL TREE ® LANDSCAPE BOULDERS O SEAT BOULDERS DSOD LIGHTS, RE: ELECTRICAL O TRASH RECEPTACLE W w W W NATIVE SEED BIKE RACK MULCH: 1-1/2" CRUSHED ROCK ' ' TREE PROTECTION WOOD ESTATE FENCE d CONCRETE ENGINEERED WOOD FIBER CRUSHER FINES \�\\\ COLORED, PATTERNED TRAIL CONNECTION ENLARGEMENT Scale: 1" = 10'-0" 7 77 NORTH 0 10' 20' SCALE: 1 " = 10'-0" 1 1 1 1 17'-0" VEHICULAR 1 L3.3 GATE 1 1 5 TREE PROTECTION 1 L3.8 1 1 q 3-6" WOOD ESTATE 1 L3.3 FENCE, TYP. 5 SIDEWALK 7!!C CONNECTIO RE: CIVIL Il ° JW 12" EE PROTECTIO 1- DISTURBED A EAS, YP. LIMITS OF 100 EAR LOOD PLAIN AND FLOODW ZI Z Ml m ,1 1 1 1 1 1 1 ✓tl®� "in — .RAIN GARDEN, ��/ --• a .. fts SOUTH ACCESS ROAD ENLARGEMENT Scale: 1" = 20'-0" -DC. NATIVE SEED TP EXTENTS OF DISTURBED A EAS, YP. LIMITS OF 100 EAR LOOD PLAIN AND FLOODW Y NEW ACCESS RIVE AND STRIPING, RE; CIVILJ. , -DC. 4 2411 "-DC. DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net H Q WC LL H 0 CL U W W OQ CL CL i ►7 Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 Drafted By: MR, SB, SM, AP Checked By: ES, CH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. TRAIL AND SOUTH ACCESS NORTH 0 20' 40' DRIVE SCALE: 1" = 20'-0" ENLARGEMENT Ll m5 OVERALL PLANTING PLAN Scale: 1" = 80'-0" PLANTING NOTES 1. New turf is to be bluegrass sod per specifications. Final sod grade shall be 1-1/2" lower than adjacent paving grade or edger except in the center of a swale where drainage would be impeded. 2. Install 4" deep wood chips from tree and brush trimmings around all single trees. Sample of wood chips to be approved by Landscape Architect prior to installation. When trees are grouped provide one mulch bed. 3. All planting beds are to be mulched with a 1-1/2" crushed rock mulch.. Average top of mulch is to be 1" lower than top of edger. 4. Any plant substitutions are to be approved by Landscape Architect prior to installation. 5. All turf to be watered using an underground automatic irrigation system. All trees, shrubs, and groundcover to be watered using an underground automatic irrigation system. 6. The following are minimum distances that plant materials can be placed from adjacent walls, fences, or paved areas. a. Evergreen trees - 8' b. Large shrubs - 4' c. Medium shrubs - 2-1/2' d. Groundcovers-12" 7. Contractor shall be responsible for his/her own construction quantity estimates. 8. All irrigated turf areas shall not exceed 4:1 slopes. Native grass and shrub bed areas shall not exceed 3:1 slopes, and shall be 4:1 where possible. 9. Soil amendments shall be used in all landscape areas (sod, seed, mulch). A minimum of four (4) cubic yards soil amendment per 1,000 square feet of landscape area shall be incorporated into the top six inches (6") of topsoil by tilling. 10. All finished grades shall be approved by owner prior to installation of sod, seed, or any other plant material. 11. See sheet L3.5 for planting details. 12. Native seed mix as shown in chart on this sheet. PLANT LIST CODE DECIDUOUS TREES COMMON NAME CONT BE NI Betula nigra 'Cully' Heritage River Birch 2 1/2"B+B CA SP C. speciosa Western Catalpa 2 1/2"B+B CE OC Celtis occidentalis Western Hackberry 2 1/2"B+B CO CO Corylus colurna Turkish Filbert 2 1/2"B+B GL TR Gleditsia triacanthos inermis 'Imperial' Imperial Honeylocust 2 1/2"B+B PL AC Platanus x acerifolia London Plane Tree 2 1/2"B+B PY CA Pyrus calleryana'Chanticleer' Chanticleer Pear 2 1/2"B+B QU BI Quercus bicolor Swamp White Oak 2 1/2"B+B UL AM Ulmus americana American Elm 2 1/2"B+B CODE ORNAMENTAL TREES COMMON NAME CONT KO PA Koelreuteria paniculata Golden Rain Tree 2 1/2"B+B PY CA Pyrus calleryana Chanticleer Pear 2 1/2"B+B SY RE Syringa reticulata Japanese Tree Lilac 2 1/2"B+B CODE DECIDIOUS SHRUBS COMMON NAME CONT CO SE Cornus sericea Red Twig Dogwood #5 CONT. DA BU Daphne x burkwoodii 'Carol Mackie' Carol Mackie Daphne #5 CONT. PE AT Perovaskia atruiplicifolia Russian Sage #5 CONT. PR BE Prunus Besseyi 'Pawnee Buttes' Creeping Sand Cherry #5 CONT. RI AL Ribes alpinum Alpine Currant #5 CONT. RH AR Rhus aromatica'Grow Low' Grow Low Sumac #5 CONT. SA PU Salix purpurea'Nana' DwarfArtic Blue #5 CONT. SP NI Spirea nipponica'Snowmound' Snowmound Spirea #5 CONT. CODE ORNAMENTAL GRASSES COMMON NAME SIZE AN GE Andropogon geradii Big Bluestem #1 CONT. BO CU Bouteloua curtipendula Side Oats Grama #1 CONT. CA AC Calamagrostis acutiflora Karl Foerster #1 CONT. MI SI Miscanthus sinensis Morning Light #1 CONT. SC SC Schizachyrium Scoparium Little Blue Stem #1 CONT. CODE PERENNIALS COMMON NAME CONT AG CA Agastache cana Double Mint Sonoran Sunset #1 CONT. AG RU Agastache rupestris Sunset Hyssop #1 CONT. AS AL Aster Alert Alert Aster #1 CONT. EC PU Echinacea purpurea'White Swan' Coneflower #1 CONT. PE DI Penstemon digitalis 'Husker Red' Husker Red Penstemon #1 CONT. RU FU Rudbeckia fulgida'Goldstrum' Black Eyed Susan #1 CONT. VA OF Valeriana officinalis White Valerian #1 CONT. NATIVE SEED MIX Scientific Name Common Name % of Total Bouteloua gracilis Blue Grama 20% Bouteloua curtipendula Side Oats Grama 15% Schizachyrium scoparium Little Bluestem 5% Poa arida Canada Bluegrass 15% Poa secunda Canby Bluegrass 15% Festuca rubra Creeping Red Fescue 15% Festuca ovina Sheep Fescue 15% I\7 771 \I NORTH:0.0 SCALE: 1 " = 80'-0" DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net IMEM V W O am N W Q CL LU CD S 0 �w O D-' CV � r� Q LU Project No.: 22108.00 i� Issued For: Date: Bid Set 04.16.21 Drafted By: MR, SB, SM, AP Checked By: ES, CH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. OVERALL PLANTING _► L2.0 12"/ =_d) (2) CE OC (2) PL AC (1) CE OC (1) CE OC PICKLEBALL PLANTING PLAN ENLARGEMENT Scale: 1" = 20'-0" PLANT LIST CODE DECIDUOUS TREES COMMON NAME CONT BE NI Betula nigra'Cully' Heritage River Birch 2 1/2"B+B CA SP C. speciosa Western Catalpa 2 1/2"B+B CE OC Celtis occidentalis Western Hackberry 2 1/2"B+B CO CO Corylus colurna Turkish Filbert 2 1/2"B+B GL TR Gleditsia triacanthos inermis 'Imperial' Imperial Honeylocust 2 1/2"B+B PL AC Platanus x acerifolia London Plane Tree 2 1/2"B+B PY CA lPyrus calleryana'Chanticleer' Chanticleer Pear 2 1/2"B+B QU BI Quercus bicolor Swamp White Oak 2 1/2"B+B UL AM Ulmus americana American Elm 2 1/2"B+B CODE ORNAMENTAL TREES COMMON NAME CONT KO PA Koelreuteria paniculata Golden Rain Tree 2 1/2"B+B PY CA Pyrus calleryana Chanticleer Pear 2 1/2"B+B SY RE Syringa reticulata Japanese Tree Lilac 2 1/2"B+B CODE DECIDIOUS SHRUBS COMMON NAME CONT CO SE Comus sericea Red Twig Dogwood #5 CONT. DA BU Daphne x burkwoodii 'Carol Mackie' Carol Mackie Daphne #5 CONT. PE AT Perovaskia atruiplicifolia Russian Sage #5 CONT. PR BE Prunus Besseyi'Pawnee Buttes' Creeping Sand Cherry #5 CONT. RI AL Ribes alpinum Alpine Currant #5 CONT. RH AR Rhus aromatica'Grow Low' Grow Low Sumac #5 CONT. SA PU Salix purpurea'Nana' DwarfArtic Blue #5 CONT. SP NI Spirea nipponica'Snowmound' Snowmound Spirea #5 CONT. CODE ORNAMENTAL GRASSES COMMON NAME SIZE AN GE Andropogon geradii Big Bluestem #1 CONT. BO CU Bouteloua curtipendula Side Oats Grama #1 CONT. CA AC Calamagrostis acutiflora Karl Foerster #1 CONT. MI SI IMiscanthus sinensis I Morning Light #1 CONT. SC SC ISchizachyrium Scoparium ILittle Blue Stem 1 #1 CONT. 7 :7 NORTH 0 20' 40' SCALE: 1 " = 20'-0" CODE PERENNIALS COMMON NAME CONT AG CA Agastache cana Double Mint Sonoran Sunset #1 CONT. AG RU Agastache rupestris Sunset Hyssop #1 CONT. AS AL Aster Alert Alert Aster #1 CONT. EC PU Echinacea purpurea'White Swan' Coneflower #1 CONT. PE DI Penstemon digitalis 'Husker Red' Husker Red Penstemon #1 CONT. RU FU Rudbeckia fulgida'Goldstrum' Black Eyed Susan #1 CONT. VA OF Valeriana offlcinalis White Valerian #1 CONT. LEGEND 9 11 .I ., I Al '� • 0 • .I NORTH ENTRANCE PLANTING PLAN Scale: 1" = 20'-0" • YUI MULq (6) EC PU (4) PR BE PROTECT EXISTING MOW BAND PROTECT EXISTING PHASE I PLANTINGS (3) UL AM (5)AN GE } (4) SA PU (3) BO CU (10) AN GE (6) DA BU (10) EC PU— �-lT .�)� '� :•M1.� � � � iii J•' �f� �r�r� >� (12) EC PU— (4) CA AC (8) AN GE (7) BO CU (16) MI SI (7) CA AC (15) AN GE (5) BO CU (5) CA AC NORTH POND PLANTING PLAN ENLARGEMENT Scale: 1" = 20'-0" DECIDUOUS TREE ORNAMENTAL TREE SOD NATIVE SEED MULCH: 1-1/2" CRUSHED ROCK CONCRETE 7%:07 NORTH 0 20' 40' SCALE: 1" = 20'-0" Will i (11) RI AL 110 (14) PE AT ♦ (10) RI AL (7) SA PU • • • 1 I • • • 1 i • I (2) CE OC 7 :7 NORTH 0 20' 40' SCALE: 1 " = 20'-0" DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net vd heat o Q; m', 0 H Q WW C W H 0 VCL W W Oa CL i ►7 Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 Drafted By: MR, SB, SM, AP Checked By: ES, CH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. PLANTING PLAN ENLARGEMENTS L2.1 TABLES o BENCH ® LANDSCAPE BOULDERS Q SEAT BOULDERS LIGHTS, RE: ELECTRICAL O TRASH RECEPTACLE — BIKE RACK TREE PROTECTION WOOD ESTATE FENCE ----- 8' HT. CHAIN LINK FENCE 6' HT. CHAIN LINK FENCE CEDAR PRIVACY FENCE 7%:07 NORTH 0 20' 40' SCALE: 1" = 20'-0" Will i (11) RI AL 110 (14) PE AT ♦ (10) RI AL (7) SA PU • • • 1 I • • • 1 i • I (2) CE OC 7 :7 NORTH 0 20' 40' SCALE: 1 " = 20'-0" DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net vd heat o Q; m', 0 H Q WW C W H 0 VCL W W Oa CL i ►7 Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 Drafted By: MR, SB, SM, AP Checked By: ES, CH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. PLANTING PLAN ENLARGEMENTS L2.1 SOUTH PICNIC AREA ENLARGEMENT Scale: 1" = 20'-0" LEGEND ��- DECIDUOUS TREE ORNAMENTAL TREE SOD NATIVE SEED MULCH: 1-1/2" CRUSHED ROCK CONCRETE ENGINEERED WOOD FIBER CRUSHER FINES COLORED, PATTERNED CONCRETE TABLES r--1 BENCH ® LANDSCAPE BOULDERS O SEAT BOULDERS LIGHTS, RE: ELECTRICAL O TRASH RECEPTACLE BIKE RACK TREE PROTECTION WOOD ESTATE FENCE 8' HT. CHAIN LINK FENCE 6' HT. CHAIN LINK FENCE CEDAR PRIVACY FENCE PLANT LIST CODE DECIDUOUS TREES COMMON NAME CONT BE NI Betula nigra'Cully' Heritage River Birch 2 1/2"B+B CA SP C. speciosa Western Catalpa 2 1/2"B+B CE OC Celtis occidentalis Western Hackberry 2 1/2"B+B CO CO Corylus colurna Turkish Filbert 2 1/2"B+B GL TR Gleditsia triacanthos inermis 'Imperial' Imperial Honeylocust 2 1/2"B+B PL AC Platanus x acerifolia London Plane Tree 2 1/2"B+B PY CA Pyrus calleryana'Chanticleer' Chanticleer Pear 2 1/2"B+B QU BI Quercus bicolor Swamp White Oak 2 1/2"B+B UL AM Ulmus americana American Elm 2 1/2"B+B CODE ORNAMENTAL TREES COMMON NAME CONT KO PA Koelreuteria paniculata Golden Rain Tree 2 1/2"B+B PY CA Pyrus calleryana Chanticleer Pear 2 1/2"B+B SY RE Syringa reticulata Japanese Tree Lilac 2 1/2"B+B CODE DECIDIOUS SHRUBS COMMON NAME CONT CO SE Comus sericea Red Twig Dogwood #5 CONT. DA BU Daphne x burkwoodii 'Carol Mackie' Carol Mackie Daphne #5 CONT. PE AT Perovaskia atruiplicifolia Russian Sage #5 CONT. PR BE Prunus Besseyi'Pawnee Buttes' Creeping Sand Cherry #5 CONT. RI AL Ribes alpinum Alpine Currant #5 CONT. RH AR Rhus aromatica'Grow Low' Grow Low Sumac #5 CONT. SA PU Salix purpurea'Nana' Dwarf Antic Blue #5 CONT. SP NI Spirea nipponica'Snowmound' Snowmound Spirea #5 CONT. CODE ORNAMENTAL GRASSES COMMON NAME SIZE AN GE Andropogon geradii Big Bluestem #1 CONT. BO CU Bouteloua curtipendula Side Oats Grama #1 CONT. CA AC Calamagrostis acutiflora Karl Foerster #1 CONT. MI Si Miscanthus sinensis Morning Light #1 CONT. SC SC Schizachyrium Scoparium Little Blue Stem #1 CONT. ❑E 7 :7 NORTH 0 20' 40' SCALE: 1" = 20'-0" CODE PERENNIALS COMMON NAME CONT AG CA Agastache cana Double Mint Sonoran Sunset #1 CONT. AG RU Agastache rupestris Sunset Hyssop #1 CONT. AS AL Aster Alert Alert Aster #1 CONT. EC PU Echinacea purpurea'White Swan' Coneflower #1 CONT. PE DI Penstemon digitalis 'Husker Red' Husker Red Penstemon #1 CONT. RU FU Rudbeckia fulgida'Goldstrum' Black Eyed Susan #1 CONT. VA OF Valeriana offlcinalis White Valerian #1 CONT. DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net vd heat o Q; U`"' CD, 4i/0,/n9 0.4`50 H Q WC CLLU * H 0 CL U W W Oa CL CL i Project No.: 22108.00 i7 Issued For: Date: Bid Set 04.16.21 Drafted By: MR, SB, SM, AP Checked By: ES, CH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. SOUTH PLANTING PLAN ENLARGEMENT L2.2 1-1/2" PRIOR TO SOD, 1" PRIOR SIN TO SEED COMPACTED SUBGRADE PER SPECS 6" THICK CONCRETE FLATWOR K SLOPE 2%, DIRECTION PER PLAN 1" R PROVIDE SCORING & EXPANSION JOINTS AS SHOWN ON PLAN: SCORING: SAWCUT 1/8" WIDE x 1 1/2" DEEP, 15'-0" O.C. MAX. EXPANSION: 100'-0" O.C. MAX. ALL SCORING TO BE SAWCUT, UNLESS OTHERWISE NOTED. SEE CIVIL FOR CONNECTIONS TO EXISTING PAVEMENT AND JOINTING. CONCRETE PAVING Scale: 1" = 1'-0" TOP OF CONCRETE MOWBAND 1" HIGHER 1"R THAN TOP OF WOOD MULCH, SEED OR CRUSHER FINES, 1 1/2" HIGHER THAN SOD io CONCRETE MOW BAND Scale: 1" = 1'-0" TOP OF MOWBAND 1" HIGHER THAN SEED, 1 1/2" HIGHER THAN SOD CONCRETE MOWBAND #4 REBAR CONTINUOUS NOTE: PROVIDE CONTROL JOINTS EVERY 20' MIN. TOP OF ENGINEERED INSTALL SEALED EXPANSION WOOD FIBER, 12" DEPTH JOINT PER SPECIFICATIONS WHEN 6-0"8" WALL ABUTS CONCRETE PAVING 3'X 3' WEAR MATS�OpE CONCRETE PAVING 12OL d: Q. e a� N - CONCRETE WALL _ va: - W/ FIBERMESH M : #4 BARS CONTINUOUS, - — 18" O.C. FABRIC NOTE: WOOD FIBER TO BE A MINIMUM OF 12" DEEP WITHIN 6' 3" DEPTH 3/4"GRAVEL OF ALL PLAY EQUIPMENT, COMPACTED BACKFILL REFER TO PERFORATED DRAIN PIPE DETAIL TO AVOID SECTION VIEW CONFLICTS. CONCRETE ACCESS RAMP Scale: 1/2" = 1'-0" CONCRETE PAVING 2% SLOPE MAX FILTER FABRIC 4" PERFORATED S&D PIPE I %o IVII N. — RE: CIVIL 36" 1 ENTIRE LENGTH OF PLAY AREA: 4" ROUND M PERFORATED RIGID PVC DRAIN PIPE. SLOPE IN TRENCH TO DRAIN. LOCATE HOLES DOWN IN BOTTOM OF TRENCH. PROVIDE CLEAN-OUT AT TERMINUS ENCASE PVC PERFORATED PIPE IN SOCK TO SEPARATE FROM SURROUND AGGREGATE. C4 CLEAN OUT PROTECTED BY 12" EWF & AASHTO #67 COARSE AGGREGATE; 45 DEGREE PVC FITTING W/ PVC THREADED PLUG GLUE FABRIC TO PIPE AT CLEAN OUT EWF 12" DEPTH MIN. AT END OF WARRANTY 24" 36" GEOTEXTILE FABRIC ..-_.. .::..I:I 3" DEPTH GRAVEL GEOTEXTILE FABRIC. OVERLAP ALL EDGES 24" MIN. AASHTO #67 COARSE AGGREGATE AROUND PIPE 4" PERFORATED DRAIN PIPE Scale: 1/2" = 1'-0" 3'X3' RUBBER WEAR MAT, 1 1/2" THICK BOTTOM OF RAMP RAMP FOOTER EDGE OF ENGINEERED WOOD FIBER EDGE OF CURBWALLRO MAX. 1:PO PLAN VIEW CRUSHER FINES PER SPECS COMPACTED TO 4" DEPTH. STABILIZE TOP 2". NOTE: 1. INSTALL STABILIZED CRUSHED ROCKAND COMPACT UNTIL MATERIAL IS FIRMLY LOCKED TOGETHER. MATERIALS SHALL BE A MIN. OF 4" DEPTH AFTER COMPACTION. 2. CROSS SLOPE SHALL BE 2% MAX WITH NO DEPRESSIONS TO COLLECT WATER. 3. STABILIZED CRUSHED ROCK BY STABILIZER SOLUTIONS PER SPECIFICATIONS. CRUSHER FINES PAVING Scale: 1" = 1'-0" SOD OR PLANTING BED 3/16" THICK, 4" WIDE W/ 6 STAKES PER 16' SEGMENT, COLOR: GREEN. STEEL EDGING BY DURAEDGE. DOUBLE STAKE HEADER OVERLAP AT JOINTS. PROVIDE 16" MIN STAKES MADE BY DURAEDGE SECURE W/ FABRIC STAKES @ EA. EDGE, 5' O.C. SEE DETAIL 3/1-3.0 FOR PERFORATED DRAINAGE PIPE TOP OF EWF N 3" DEPTH 3/4" GRAVEL, GEOTEXTILE FABRIC TO COMPLETELY SURROUND GRAVEL CONDITION VARIES, SEE PLANS. TOP OF WALL TO BE THE FOLLOWING DIMENSIONS ABOVE TOP OF ADJACENT MATERIAL: - 1-1/2" ABOVE SOD - 1" ABOVE SEED OR MULCH - FLUSH WITH CONCRETE AND ASPHALT AND CRUSHER FINES 244 BARS, CONT. COMPACTED BACKFILL CONCRETE WALL W/ FIBERMESH PER SPECIFICATIONS NOTE: PROVIDE CONTROL JOINTS IN WALL AT EVERY 20' MIN. CONCRETE CURBWALL AT EWF Scale: 1" = 1'-0" ISOMETRIC VIEW SANDSTONE SNAP CUT BOULDER, LOCATION TO BE FIELD APPROVED BY OWNERS REP. COLOR: BUFF OR PRAIRIE GOLD (ARKINS SANDSTONE). 1/2" EXPANSION JOINT WHERE CONCRETE FLATWORK ABUTS STONE, SEALED WITH SIKA CRUSHER FINES FLEX CAULK, RE: SPECS CRUSHER FINES Frr BURY BOULDERS 3" NOTES: 1. BOULDERS TO BE BURIED 4" BELOW SUBGRADE. 2. SEAT BOULDERS TO BE SET WITH A FLAT SIDE UP TO PROVIDE LEVEL SEATING SURFACE. 3. HEIGHT OF SEAT BOULDERS TO BE 14", WITH NO SHARP EDGES OR CORNERS. 4. AVERAGE BOULDER SIZE 36" LENGTH X 24" WIDE X 18" TALL. 5. SET BOULDER AS SHOWN. SEAT BOULDER Scale: 1" = 1'-0" CONCRETE CORN HOLE BOARD, RE: SPECS F ENGINEERED 3'-0" 2'-0" 3'-0" _IBER 1 OF RAMP ° BBER a d IAT, a O n a IICK ° °� a QCONCRETE d ° FLATWORK, REFER: 1/1-3.0 O A .. a 0 mmiv1P FOOTER CORNHOLE Scale: 1/2" = 1'-0" NOTES: 1. BOULDERS TO BE BURIED 4" BELOW SUBGRADE. 2. HEIGHT OF BOULDERS TO BE 12-18" EXPOSED ABOVE SURFACE. BUFF SANDSTONE LOCATION TO BE FI BY OWNER KEYED COBBLE MU LANDSCAPE BOULDER Scale: 1" = 1'-0" DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 00026 3036665301 wwwdclanet 0f�hearA l 0 4�2a'n9 pis c QWWC CL W IMME U� CL WCL LU W OCLa LU 00. QD S U vw 0 O � �~ LU Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 Drafted By: MR, SB, SM, AP Checked By: ES, CH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplimted, used or disclosed. LANDSCAPE DETAILS 1-3.0 SEAL ALL CUT ENDS, TYP. 1X6 DOG EAR gZa CEDAR FENCE PICKETNON wwwwwwffi 2X4 CEDAR FENCE RAIL 4X6 CEDAR FENCE POST 2X4 CEDAR FENCE RAIL CONCRETE FLATWORK, REFER: 1/1-3.0 APPLY DAMP PROOFING TO BURIED PORTION OF POST CONCRETE FOOTING GRAVEL BASE EDGE OF MOWBANE 1X6 DOG EAR CEDAR FENCE PICKET - 2X4 CEDAR FENCE RAIL CONCRETE FOOTING 4X6 CEDAR FENCE POST EDGE OF MOWBAND SECTION / ELEVATION CEDAR PRIVACY FENCE Scale: Not To Scale GALVANI, FENCING U) z Q J CL LII LII U) O 00 ry O BOTTOM RAIL CONCRETE MOV BAND OR FLATWORK, SEE PLAN 8'0.C. MAX. PLAN VIEW 10'-0" SPACING FOR 6' HT. FENCE. FOR 8' HT. FENCE: SPACING AND DIAMETER OF POSTS TO BE DESIGNED FOR FUTURE 6' HIGH 4'-0" TERMINAL LINE POST GATE POST TENSION CLAMP - 14 GA. 1". 15" 0. C. CONCRETE POST FOOTINGS, RE: 4/1-3.1 1 GATE FRAME AND HARDWARE 18" INSIDE OF II II I FENCE �I�I ENCLOSURE I�II�II CONCRETE 11j TOP OF FLATWORK 1II1II1611 CONCRETE TO BE 1-1/2" — HIGHER THAN ?J —I I TOP OF SEED ___ � III—III IIII—- I1 I I 18" CONC. FOOTINGJ SECTION (END VIEW) NOTES: 1. ALL HARDWARE TO BE GALVANIZED 2. ALL LUMBER TO BE GRADE 1 NO OPENINGS GREATER THAN 3.5", TYP. WELDED LATCHES, PER SPECS —TENSION BARS WITH TURNBUCKLE J WELDED HEAVY DUTY HINGES PER SPECS DOUBLE GATE PLUNGE ROD BAR INTO DROP ROD ASSEMBLY 18" DIA. CONCRETE FOR DROP ROD, 24" DEPTH TERMINAL GATE POST NO OPENINGS GREATER THAN 3.5" LATCHES, PER SPECS COMPACTED SUBGRADE, TYP. 2-6" OR 4'-0" GATE Al FIFE` POST & TENSION SLAB PER SUBCONTRACTOR'S SHOP DRAWINGS 5-1/2" MIN DEPTH CONCRETE1 11 OR AS BY COLORADO LICENSED ENGINEERS DESIGN 1 11111 1 WELDED HEAVY DUTY HINGES, PER SPECS —'II� III:',•; LEVELING COURSE OF - II FINE GRADE MATERIAL FENCE POST FOUNDATIONS SHALL BE AS DESIGNED BY COLORADO LICENSED ENGINEER'S DETAIL NOTE: COURT PAVING, SURFACING, AND STRIPING. RE: SPECS ADJACENT CONCRETE SIDEWALK RE: CIVIL EXPANSION JOINT CABLE PER CONTRACTOR'S STAMPED STRUCTURAL DRAWINGS #4 REBAR, CONTINUOUS PERIMETER BEAM FOR COURT PER COLORADO LICENSED ENGINEERS DETAIL POST TENSION CONCRETE AT PICKLEBALL (ALT #1 Scale: 3/4" = 1'-0" POSTS, RAILS, FITTINGS AND FABRIC TO BE GAL' TOP OF MOW BAND 1 1/2" HIGHER THAN TOP OF SOD NOTES: 1. FOOTING DEPTH FOR 6' HT. FENCE 30". 2. FOOTING FOR 8' HT. WITH WINDSCREEN SHALL BE AS DETERMINED BY COLORADO LICENSED ENGINEER'S DETAIL. 3. PROVIDE CONTROL JOINT AT EACH POST LOCATION. CHAIN LINK FENCING REFER TO SPECS CONCRETE WALK OR POST TENSION CONCRETE MAX. 3-1/2" BETWEEN BOTTOI FABRIC AND TOP OF CONCRE (1) #3 CONTINUOUS FENCE POST SLEEVE CHAIN LINK FENCE FOOTING CHAIN LINK FENCE FOOTING Scale: NOT TO SCALE 4' OR 8' HT. CHAIN LINK FENCE AND GATE 5 Scale: NOT TO SCALE ;IFICATION POST -TENSIONED COURT, REFER: 2/1-3.1 IUFACTURER'S PICKLEBALL NET POST (ALT #1 NOT TO SCALE DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net H QWWC CL W H 0 VCL W CL W Oa CL CL :: Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 Drafted By: MR, SB, SM, AP Checked By: ES, CH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. SITE DETAILS L3.1 s /Mj ss%!; r'%` S,/;,✓,�; /O ss, / o f � oo i r�rir' ���0A %%s' s .; r; ;;,; i/ 0 %0 o ;! o .......` ....... ......r: ...:..._; �� SECTION / ELEVATION CEDAR PRIVACY FENCE Scale: Not To Scale GALVANI, FENCING U) z Q J CL LII LII U) O 00 ry O BOTTOM RAIL CONCRETE MOV BAND OR FLATWORK, SEE PLAN 8'0.C. MAX. PLAN VIEW 10'-0" SPACING FOR 6' HT. FENCE. FOR 8' HT. FENCE: SPACING AND DIAMETER OF POSTS TO BE DESIGNED FOR FUTURE 6' HIGH 4'-0" TERMINAL LINE POST GATE POST TENSION CLAMP - 14 GA. 1". 15" 0. C. CONCRETE POST FOOTINGS, RE: 4/1-3.1 1 GATE FRAME AND HARDWARE 18" INSIDE OF II II I FENCE �I�I ENCLOSURE I�II�II CONCRETE 11j TOP OF FLATWORK 1II1II1611 CONCRETE TO BE 1-1/2" — HIGHER THAN ?J —I I TOP OF SEED ___ � III—III IIII—- I1 I I 18" CONC. FOOTINGJ SECTION (END VIEW) NOTES: 1. ALL HARDWARE TO BE GALVANIZED 2. ALL LUMBER TO BE GRADE 1 NO OPENINGS GREATER THAN 3.5", TYP. WELDED LATCHES, PER SPECS —TENSION BARS WITH TURNBUCKLE J WELDED HEAVY DUTY HINGES PER SPECS DOUBLE GATE PLUNGE ROD BAR INTO DROP ROD ASSEMBLY 18" DIA. CONCRETE FOR DROP ROD, 24" DEPTH TERMINAL GATE POST NO OPENINGS GREATER THAN 3.5" LATCHES, PER SPECS COMPACTED SUBGRADE, TYP. 2-6" OR 4'-0" GATE Al FIFE` POST & TENSION SLAB PER SUBCONTRACTOR'S SHOP DRAWINGS 5-1/2" MIN DEPTH CONCRETE1 11 OR AS BY COLORADO LICENSED ENGINEERS DESIGN 1 11111 1 WELDED HEAVY DUTY HINGES, PER SPECS —'II� III:',•; LEVELING COURSE OF - II FINE GRADE MATERIAL FENCE POST FOUNDATIONS SHALL BE AS DESIGNED BY COLORADO LICENSED ENGINEER'S DETAIL NOTE: COURT PAVING, SURFACING, AND STRIPING. RE: SPECS ADJACENT CONCRETE SIDEWALK RE: CIVIL EXPANSION JOINT CABLE PER CONTRACTOR'S STAMPED STRUCTURAL DRAWINGS #4 REBAR, CONTINUOUS PERIMETER BEAM FOR COURT PER COLORADO LICENSED ENGINEERS DETAIL POST TENSION CONCRETE AT PICKLEBALL (ALT #1 Scale: 3/4" = 1'-0" POSTS, RAILS, FITTINGS AND FABRIC TO BE GAL' TOP OF MOW BAND 1 1/2" HIGHER THAN TOP OF SOD NOTES: 1. FOOTING DEPTH FOR 6' HT. FENCE 30". 2. FOOTING FOR 8' HT. WITH WINDSCREEN SHALL BE AS DETERMINED BY COLORADO LICENSED ENGINEER'S DETAIL. 3. PROVIDE CONTROL JOINT AT EACH POST LOCATION. CHAIN LINK FENCING REFER TO SPECS CONCRETE WALK OR POST TENSION CONCRETE MAX. 3-1/2" BETWEEN BOTTOI FABRIC AND TOP OF CONCRE (1) #3 CONTINUOUS FENCE POST SLEEVE CHAIN LINK FENCE FOOTING CHAIN LINK FENCE FOOTING Scale: NOT TO SCALE 4' OR 8' HT. CHAIN LINK FENCE AND GATE 5 Scale: NOT TO SCALE ;IFICATION POST -TENSIONED COURT, REFER: 2/1-3.1 IUFACTURER'S PICKLEBALL NET POST (ALT #1 NOT TO SCALE DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net H QWWC CL W H 0 VCL W CL W Oa CL CL :: Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 Drafted By: MR, SB, SM, AP Checked By: ES, CH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. SITE DETAILS L3.1 CJI ——ter -I-- Scale: 1" = 10' AP PX 4'Lx2'Wx2'H BUFF COLOR SANDSTONE BOULDERS, TYP, TOP OF MULCH AT PLANTING BED CONCRETE FOOTING, RE:2/1-3.2 NEW PARK SIGNS 9 6 18"6" THICK RED COLOR SANDSTONE WITH NATURAL EDGES I INSTALL (2) NEW SIGNS SEE NOTES DRY STACK APPX 4'Lx2'Wx2'H BUFF COLOR SANDSTONE BOULDERS, TYP. NO GAPS GREATER THAN 2" I EAST ELEVATION SIGN ATTACHMENT, RE: 3/1-3.2 NEW PARK SIGN FINAL ELEVATION OF FOOTING TO BE COORDINATED WITH ACTUAL BOULDER HEIGHTS TOP OF MULCH AT IRRIGATED PLANTING BED, RE:2/1-2.1 1 I I�=I I II I I1 I ISI I III COMPACTED SUBGRADE 12" DEPTH COMPACTED ROADBASE NOTE: CONTRACTOR TO PROVIDE 6" SHOP DRAWINGS FOR APPROVAL PRIOR TO ENTRY FEATURE FABRICATION IIIIII—III �]-- FOOTING REBAR: IIIIII (3) ROWS OF (2) #5 X CONTINUOUS III—III—III BARS AND (2) #4 VERTICAL BARS @ 18", EACH FACE COMPACTED SUBGRADE 12" DEPTH COMPACTED ROADBASE STONE WALL ENTRY SIGN (SECTION AND ELEVATION Scale: 1/4" = 1'-0 a 6" THICK RED COLORED SANDSTONE NOTE: NEW SIGNS TO BE PROVIDED AND INSTALLED BY THE CONTRACTOR. 1041: RiT&I Eel ► NEW SIGN PERMANENTLY ATTACH SIGN PANELS TO STONE. MATERIAL, QUANTITY AND LAYOUT OF ATTACHMENT PINS TO BE FINALIZED BY FABRICATOR. ATTACHMENT METHOD SHALL BE VANDAL PROOF )R TO REMOVE EXISTING )R TO PROVIDE 2 NEW PARK =NTRY MONUMENT. NEW L MATCH EXISTING CITY 'ARK SIGN. EXISTING -OR THE SIGNS DO NOT k DIGITAL FILE FOR THE VILL BE PROVIDED TO THE )R. SIGN ATTACHMENT SECTION Scale: 3"=1'-0" DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net vJ heat o v041 0 c11 01/ 17 9 ply. H Q WC CLLU * H 0 CL V W W OQ W= CL i ►7 Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 Drafted By: MR, SB, SM, AP Checked By: ES, CH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. SITE DETAILS L3.2 d ° 4 v° 4 4 . —._Q ° 4 aPoMIELEY10ni.wo 1 lepTmy °4 .a. ° ° . ° ! 4 aQa .4d ° v. SS° SS S. S SS Q° S SS d SSS SS A v _ A A v. r Q OE OE - _ OE ° 0 o a CD Mom I LANDSCAPE 8 ° \� I BOULDERS, TYP. ` ° a /23\ PARK SIGN ° a I 1- 2 °: a O aS 10'- ' Z�lo ° D $ LANDSCAPE 4 o ° INDSCAPE PROTECT EXISTING L3. BOULDERS TYP. o o a CONCRETE E EDGER TO - ° ° 8 REMAIN w a a qa ° a OULDERS, TYP. Ls.o 4 4 4 a ONCRETE 2 PROTECT EXISTING ° OW BAND,L3'0 PLANTING N Y - - - - -`I' - - -�- - - - -- -- - - -- - - -- `I' -- _`I' ------- ----- STONE STONE WALL ENTRY SIGN Scale: 1" = 10' AP PX 4'Lx2'Wx2'H BUFF COLOR SANDSTONE BOULDERS, TYP, TOP OF MULCH AT PLANTING BED CONCRETE FOOTING, RE:2/1-3.2 NEW PARK SIGNS 9 6 18"6" THICK RED COLOR SANDSTONE WITH NATURAL EDGES I INSTALL (2) NEW SIGNS SEE NOTES DRY STACK APPX 4'Lx2'Wx2'H BUFF COLOR SANDSTONE BOULDERS, TYP. NO GAPS GREATER THAN 2" I EAST ELEVATION SIGN ATTACHMENT, RE: 3/1-3.2 NEW PARK SIGN FINAL ELEVATION OF FOOTING TO BE COORDINATED WITH ACTUAL BOULDER HEIGHTS TOP OF MULCH AT IRRIGATED PLANTING BED, RE:2/1-2.1 1 I I�=I I II I I1 I ISI I III COMPACTED SUBGRADE 12" DEPTH COMPACTED ROADBASE NOTE: CONTRACTOR TO PROVIDE 6" SHOP DRAWINGS FOR APPROVAL PRIOR TO ENTRY FEATURE FABRICATION IIIIII—III �]-- FOOTING REBAR: IIIIII (3) ROWS OF (2) #5 X CONTINUOUS III—III—III BARS AND (2) #4 VERTICAL BARS @ 18", EACH FACE COMPACTED SUBGRADE 12" DEPTH COMPACTED ROADBASE STONE WALL ENTRY SIGN (SECTION AND ELEVATION Scale: 1/4" = 1'-0 a 6" THICK RED COLORED SANDSTONE NOTE: NEW SIGNS TO BE PROVIDED AND INSTALLED BY THE CONTRACTOR. 1041: RiT&I Eel ► NEW SIGN PERMANENTLY ATTACH SIGN PANELS TO STONE. MATERIAL, QUANTITY AND LAYOUT OF ATTACHMENT PINS TO BE FINALIZED BY FABRICATOR. ATTACHMENT METHOD SHALL BE VANDAL PROOF )R TO REMOVE EXISTING )R TO PROVIDE 2 NEW PARK =NTRY MONUMENT. NEW L MATCH EXISTING CITY 'ARK SIGN. EXISTING -OR THE SIGNS DO NOT k DIGITAL FILE FOR THE VILL BE PROVIDED TO THE )R. SIGN ATTACHMENT SECTION Scale: 3"=1'-0" DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net vJ heat o v041 0 c11 01/ 17 9 ply. H Q WC CLLU * H 0 CL V W W OQ W= CL i ►7 Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 Drafted By: MR, SB, SM, AP Checked By: ES, CH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. SITE DETAILS L3.2 17'-0" VEHICULAR GATE Scale: NOT TO SCALE 22'-6" VEHICULAR GATE Scale: NOT TO SCALE SEE FENCE TOP DETAIL 6"x 6" GRADE 1 CEDAR POSTS 8' O.C. SOLID BOARD, ALTERNATE JOINTS 1/2" GALV. CARRIAGE THROUGH BOLTS. COUNTERSINK NUTS. SHEAR BOLTS EVEN WITH POST, FILE ENDS SMOOTH. 2"x6"x16' GRADE 1 CEDAR RAILS, ALTERNATE - JOINTS CHAMFER BOARD ENDS AT CORNER & ENDS 3„ NATIVE SEED FENCE TOP DETAIL: SIDE ELEVATION co .' I _ " " ", " " " " 4 !9 / / / / / / / / / I co cY) __J I I� III=1 COMPACTED CD II- III= SUBGRADE CONCRETE d � I FOOTING � � IIIIII� CD 3/4" GRAVEL II� I- BACKFILL 1'-6" 3'-6" WOOD ESTATE FENCE NOT TO SCALE 30" STEEL BLUNT ENDED HORSESHOE STAKE SET AT 120 ANGLE INWARD IN CONCRETE FOOTING 1" RADIUS ROUNDED CORNERS 12" DEPTH SAND OVER FABRIC, RE: SIEVE CHART CONCRETE FOOTING FOR BACKBOARD POSTS TYP. OF (3) CONCRETE BASE FOR CENTER REBAR STAKE TOOLED EDGES TO - MATCH EXISTING #3 SMOOTH DOWEL, - DRILL & GROUT INTO EXISTING CONCRETE . //.� r/ /. / ►• Z.'O�z �/ /_/ , i/.� CID 12'' (3) 4"X4" PRESSURE TREATED POSTS, GRADE 1 (3) 2"X6" GRAY TREX BOARDS FOR HORSESHOE BACKSTOP �' / 4" DEPTH CONCRETE 00P .1000 �•TOP OF GRADE TO BE 1" 0'/ LOWER THAN TOP OF CONCRETE i//• 2. FRONT SECTION 4'-0" COMPACTED N SUBGRADE -- LANDSCAPE FABRIC GLUED TO INSIDE EDGE OF CONCRETE HORSESHOE PIT Scale: 1" = 1' EXPANSION JOINT (PER SPECS) NEW CONCRETE • •• • • '• '• d• ' EXISTING 111- III 6 I I6„ -III III III III III , CONCRETE NOTE: LIGHT BROOM CONCRETE TO MATCH EXISTING FINISH SECTION EXISTING CONCRETE r Z -------------------------- PLAN EXPANSION JOINT C� z NEW CONCRETE oU) CL OF WALK w 0 _ #3 SMOOTH DOWEL, TYP Q SIDEWALK CONNECTION Scale: 1" = 1'-0" 3) 4"X4" PRESSURE TREATED 'OSTS, GRADE 1 110" STEEL BLUNT ENDED iORSESHOE STAKE SET IN ;ONCRETE FOOTING, ;ENTERED IN SAND PIT SAW CUT SCORE LINES AS SHOWN 6"X6" CONCRETE EDGER SAND SIEVE CHART SIEVE % PASSING #4 100% #8 40-85% #16 0-30% #200 0-2% * PROVIDE CLEAN WASHED SAND 4"X4" PRESSURE GALVANIZED CARRIAGE loop_ TREATED POST BOLTS, NUTS RECESSED FLUSH INTO BACKSIDE " OF POSTS U - - HORSESHOE cfl _ STAKE 6"X6" CONCRETE EDGER ,.Ale IAS,. SANDPITS FISHING DOCK DETAIL. Scale: NOT TO SCALE SECTION DECK AND RAILING MATERIAL: DECKING - TREX TRANSCEND 1"X6" SERIES WITH HIDDEN FASTENERS. COLOR: HAVANA GOLD. RAILING - TREX SIGNATURE SERIES. CO R: CHARCOAL BACK. COCKTAIL RAIL AND BRACKETS - COLOR: HAVANA GOLD. BALUSTERS - SQUARE POSTS CAP - FLAT TOPS , POST SKIRT - INCLUDE POST SLEEVE - COLOR: FIRE PIT DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net Lu 00> Q0 �U w .(D �o o� CV � Q w Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 Drafted By: MR, SB, SM, AP Checked By: ES, CH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. SITE DETAILS L3.3 z_ 75 O 1 bo it ELEVATION IUN r* PLAN NOTE: • SHELTER MODEL PER SPECS. • VENDOR PROVIDED STAMPED ENGINEERED DRAWINGS FOR SHELTERS. STAMPED FOOTING DRAWINGS WILL BE PROVIDED BY AWARDED CONTRACTOR. • SHELTERS TO BE ORDERED WITH HAND HOLDS AND ACCESS CUT OUTS AS NEEDED FOR ELECTRICAL TO BE INSTALLED INSIDE STEEL BEAMS. NO EXTERIOR CONDUIT RUNS ALLOWED. • TOP OF FOOTER ELEVATIONS SHALL BE THE SAME FOR ALL FOOTERS. REFER TO CIVIL FOR FINISHED GRADE AT EACH COLUMN. • MAINTAIN 8'-0" MINIMUM CLEARANCE ON ALL SIDES OF SHELTER. SHELTER COLUMNS LENGTHS MAY VARY DEPENDING ON FOOTER DEPTHS AND FINISHED GRADE ELEVATIONS. CONTRACTOR TO VERIFY FOOTER AND FINISHED GRADE ELEVATIONS. NO SURFACE MOUNTING SHALL BE ACCEPTED FOR SHELTER MOUNTING. 15'X1 5' FISHING DOCK SHELTER Scale: NOT TO SCALE d a 6-5 1/4" Ilk PLAN VIEW COLUMN TOP OF FINISHED FLOOR LEVELING NUTS METAL 4 d (4) PLCS MULTI -RIB ROOF a INCLUDE zo a C-) w RECEPTACLES, d d M :5 - CONCRETE FOOTING RE: ELECTRICAL NOT TO SCALE - ACTUAL FOOTING DESIGN FOR LOCATION DRAWINGS PRELIMINARY DRAWINGS SHOWN AS 6" BURIED AND QUANTITY. SHELTER RE: 1/L3.7 FOOTER AND GRADE MOUNTING, RE - 5/L3.4 O z_ 75 O 1 bo it ELEVATION IUN r* PLAN NOTE: • SHELTER MODEL PER SPECS. • VENDOR PROVIDED STAMPED ENGINEERED DRAWINGS FOR SHELTERS. STAMPED FOOTING DRAWINGS WILL BE PROVIDED BY AWARDED CONTRACTOR. • SHELTERS TO BE ORDERED WITH HAND HOLDS AND ACCESS CUT OUTS AS NEEDED FOR ELECTRICAL TO BE INSTALLED INSIDE STEEL BEAMS. NO EXTERIOR CONDUIT RUNS ALLOWED. • TOP OF FOOTER ELEVATIONS SHALL BE THE SAME FOR ALL FOOTERS. REFER TO CIVIL FOR FINISHED GRADE AT EACH COLUMN. • MAINTAIN 8'-0" MINIMUM CLEARANCE ON ALL SIDES OF SHELTER. SHELTER COLUMNS LENGTHS MAY VARY DEPENDING ON FOOTER DEPTHS AND FINISHED GRADE ELEVATIONS. CONTRACTOR TO VERIFY FOOTER AND FINISHED GRADE ELEVATIONS. NO SURFACE MOUNTING SHALL BE ACCEPTED FOR SHELTER MOUNTING. 15'X1 5' FISHING DOCK SHELTER Scale: NOT TO SCALE d a 6-5 1/4" Ilk PLAN VIEW COLUMN TOP OF FINISHED FLOOR V MIN. FOOTER a One �W z0 �U N lY W W i -O UU �o Z~ _O NOTE: ISOMETRIC VIEW o • SHELTER MODEL PER SPECS. co z • VENDOR PROVIDED STAMPED ENGINEERED DRAWING OR SHELTERS. STAMPED FOOTING DRAWINGS WILL BE PROVIDED AWARDED CONTRACTOR. • SHELTERS TO BE ORDERED WITH HAND HOLDS AND ACCESS CUT OUTS AS NEEDED FOR ELECTRICAL TO BE INSTALLED INSIDE STEEL BEAMS. NO EXTERIOR CONDUIT RUNS ALLOWED. TRAIL KIOSK Scale: NOT TO SCALE 3/4" ANCHOR BOLT LEVELING NUTS — 4 d (4) PLCS d a z w zo a C-) w _ — d d M :5 - CONCRETE FOOTING w NOT TO SCALE - ACTUAL FOOTING DESIGN SHOWN ON INSTALLATION V MIN. FOOTER a One �W z0 �U N lY W W i -O UU �o Z~ _O NOTE: ISOMETRIC VIEW o • SHELTER MODEL PER SPECS. co z • VENDOR PROVIDED STAMPED ENGINEERED DRAWING OR SHELTERS. STAMPED FOOTING DRAWINGS WILL BE PROVIDED AWARDED CONTRACTOR. • SHELTERS TO BE ORDERED WITH HAND HOLDS AND ACCESS CUT OUTS AS NEEDED FOR ELECTRICAL TO BE INSTALLED INSIDE STEEL BEAMS. NO EXTERIOR CONDUIT RUNS ALLOWED. TRAIL KIOSK Scale: NOT TO SCALE 3/4" ANCHOR BOLT LEVELING NUTS W/ (2) 3/4" NUTS (4) PLCS a z w zo C-) w —- 4 M :5 - CONCRETE FOOTING w NOT TO SCALE - ACTUAL FOOTING DESIGN SHOWN ON INSTALLATION DRAWINGS PRELIMINARY DRAWINGS SHOWN AS 6" BURIED STANDARD BASE CONNECTION COLUMN TYPE: A (6" BURIED) NOTE: • EACH SHELTER'S FOOTERS SHALL HAVE SAME TOP OF FOOTER ELEVATION. • REFER TO CIVIL FOR FINISHED GRADE ELEVATION ABOVE EACH FOOTER. • SURFACE MOUNTING SHALL NOT BE ACCEPTED. • VENDOR PROVIDED STAMPED ENGINEERED DRAWINGS FOR SHELTERS. STAMPED FOOTING DRAWINGS WILL BE PROVIDED BY AWARDED CONTRACTOR. SHELTER FOOTER AND MOUNTING Scale: NOT TO SCALE IT— I O z_ G O 1 0o 0 (C) r L0 r ti I M 18'— 7 15/16" NOTE: tLtVA 11UN PLAN • SHELTER MODEL PER SPECS. • VENDOR PROVIDED STAMPED ENGINEERED DRAWINGS FOR SHELTERS. STAMPED FOOTING DRAWINGS WILL BE PROVIDED BY AWARDED CONTRACTOR. • SHELTERS TO BE ORDERED WITH HAND HOLDS AND ACCESS CUT OUTS AS NEEDED FOR ELECTRICAL TO BE INSTALLED INSIDE STEEL BEAMS. NO EXTERIOR CONDUIT RUNS ALLOWED. • TOP OF FOOTER ELEVATIONS SHALL BE THE SAME FOR ALL FOOTERS. REFER TO CIVIL FOR FINISHED GRADE AT EACH COLUMN. • MAINTAIN 8'-0" MINIMUM CLEARANCE ON ALL SIDES OF SHELTER. SHELTER COLUMNS LENGTHS MAY VARY DEPENDING ON FOOTER DEPTHS AND FINISHED GRADE ELEVATIONS. CONTRACTOR TO VERIFY FOOTER AND FINISHED GRADE ELEVATIONS. NO SURFACE MOUNTING SHALL BE ACCEPTED FOR SHELTER MOUNTING. 15'X20'PICKLEBALL SHELTER (ALT #1 Scale: NOT TO SCALE M SI 17'— 7 15/16" r LH IN NOTE: • SHELTER MODEL PER SPECS. • VENDOR PROVIDED STAMPED ENGINEERED DRAWINGS FOR SHELTERS. STAMPED FOOTING DRAWINGS WILL BE PROVIDED BY AWARDED CONTRACTOR. • SHELTERS TO BE ORDERED WITH HAND HOLDS AND ACCESS CUT OUTS AS NEEDED FOR ELECTRICAL TO BE INSTALLED INSIDE STEEL BEAMS. NO EXTERIOR CONDUIT RUNS ALLOWED. • TOP OF FOOTER ELEVATIONS SHALL BE THE SAME FOR ALL FOOTERS. REFER TO CIVIL FOR FINISHED GRADE AT EACH COLUMN. • MAINTAIN 8'-0" MINIMUM CLEARANCE ON ALL SIDES OF SHELTER. SHELTER COLUMNS LENGTHS MAY VARY DEPENDING ON FOOTER DEPTHS AND FINISHED GRADE ELEVATIONS. CONTRACTOR TO VERIFY FOOTER AND FINISHED GRADE ELEVATIONS. NO SURFACE MOUNTING SHALL BE ACCEPTED FOR SHELTER MOUNTING. 20'X20'SOUTH PLAYGROUND SHELTER Scale: NOT TO SCALE DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net Ok h eat c.y CD 17g D Q a U W d 0 N am w � Q0 �U w .(D �o o� CV � C`7 Q w Project No.: 22108.00 ►4 Issued For: Date: Bid Set 04.16.21 Drafted By: MR, SB, SM, AP Checked By: ES, CH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. SHELTER DETAILS L3.4 SHELTER COLUMN BACKER ROD W/ 30 YR. CLR CAULK 3" RED SANDSTONE CAP SLOPED TO DRAIN 1 " 4" DEPTH SAWCUT — WATER DRIP EDGE HORIZONTAL MASONRY REINFORCEMENT TIES AT 16" O.C. 8X10X16 CMU, FILL REINFORCED CELLS W/GROUT PRE -FORMED FILLER STRIP W/ CONT SEALANT -ALL SIDES No II� �J COORDINATE SO ALL CONDUIT IS INSTALLED THROUGH FOOTING AS SHOWN, NOT EXPOSED ABOVE GRADE. CONDUIT TO BE INSTALLED BEFORE FOOTER IS POURED. SECTION AT BASE STONE SEAT LEDGE Scale: 1/2" = 1'-0" RECESSED RECEPTACLES, RE: ELEC. GROUT SOLID W/ 2500 PSI CONC. MIXED BUFF COLORED 2" SANDSTONE VENEER, PROVIDE COLORS AND JOINT PATTERN FOR APPROVAL STUB ELECTRICAL, COORDINATE WITH W/ SHELTER MFG FOR LOCATION ANCHOR BOLTS, REFER TO SHELTER MFG. FOR # & SIZE. CONTRACTOR SHALL SUPPLY ,6 a CONC SLAB ON GRADE SHELTER FOOTING, RE: 1/1-3.6 NOTES: 1. STONE VENEER TO BE MIXED BUFF COLORED SANDSTONE, PROVIDE COLORS AND JOINT PATTERN FOR APPROVAL. APPLY WEATHERSEAL BLOK-GUARD AND GRAFFITI CONTROL BY PROSOCO TO ALL STONE VENEER SURFACES, PER MANUFACTURER'S SPECIFICATIONS. 2. DURING INSTALLATION, PULL WIRES BEFORE ROOF INSTALLATION 3" RED SANDSTONE CAP MIXED BUFF COLORED SANDS VENEER, PROVIDE COLORS AND, PATTERN FOR APPR YV /\VV VI ILL I LI\ FOOTERS, RE:1/L3.6 NOTE: • SHELTER MODEL PER SPECS. • VENDOR PROVIDED STAMPED ENGINEERED DRAWINGS FOR SHELTERS. STAMPED FOOTING DRAWINGS WILL BE PROVIDED BY AWARDED CONTRACTOR. • SHELTERS TO BE ORDERED WITH HAND HOLDS AND ACCESS CUT OUTS AS NEEDED FOR ELECTRICAL TO BE INSTALLED INSIDE STEEL BEAMS. NO EXTERIOR CONDUIT RUNS ALLOWED. • TOP OF FOOTER ELEVATIONS SHALL BE THE SAME FOR ALL FOOTERS. REFER TO CIVIL FOR FINISHED GRADE AT EACH COLUMN. • MAINTAIN 8'-0" MINIMUM CLEARANCE ON ALL SIDES OF SHELTER. SHELTER COLUMNS LENGTHS MAY VARY DEPENDING ON FOOTER DEPTHS AND FINISHED GRADE ELEVATIONS. CONTRACTOR TO VERIFY FOOTER AND FINISHED GRADE ELEVATIONS. NO SURFACE MOUNTING SHALL BE ACCEPTED FOR SHELTER MOUNTING. 40'X50' SOUTH PICNIC SHELTER Scale: NOT TO SCALE ELEVATION 09 M JLUMN RSA 49' — 11 1/16" INE OF STONE FACE BELOW RED SANDSTONE CAP iHELTER COLUMN ULL MORTAR AT CAP 3ACKER ROD & CAULK ALL SIDES OF TUBE STEEL PLAN DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net `Nl he - 1,1Q; o -Q; CD 0 c•�afn9 O�4 4 H Q WC CLLU * O CL U W W Oa WCL CL i i� Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 Drafted By: MR, SB, SM, AP Checked By: ES, CH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. SHELTER DETAILS L3.5 14" s. No II� �J COORDINATE SO ALL CONDUIT IS INSTALLED THROUGH FOOTING AS SHOWN, NOT EXPOSED ABOVE GRADE. CONDUIT TO BE INSTALLED BEFORE FOOTER IS POURED. SECTION AT BASE STONE SEAT LEDGE Scale: 1/2" = 1'-0" RECESSED RECEPTACLES, RE: ELEC. GROUT SOLID W/ 2500 PSI CONC. MIXED BUFF COLORED 2" SANDSTONE VENEER, PROVIDE COLORS AND JOINT PATTERN FOR APPROVAL STUB ELECTRICAL, COORDINATE WITH W/ SHELTER MFG FOR LOCATION ANCHOR BOLTS, REFER TO SHELTER MFG. FOR # & SIZE. CONTRACTOR SHALL SUPPLY ,6 a CONC SLAB ON GRADE SHELTER FOOTING, RE: 1/1-3.6 NOTES: 1. STONE VENEER TO BE MIXED BUFF COLORED SANDSTONE, PROVIDE COLORS AND JOINT PATTERN FOR APPROVAL. APPLY WEATHERSEAL BLOK-GUARD AND GRAFFITI CONTROL BY PROSOCO TO ALL STONE VENEER SURFACES, PER MANUFACTURER'S SPECIFICATIONS. 2. DURING INSTALLATION, PULL WIRES BEFORE ROOF INSTALLATION 3" RED SANDSTONE CAP MIXED BUFF COLORED SANDS VENEER, PROVIDE COLORS AND, PATTERN FOR APPR YV /\VV VI ILL I LI\ FOOTERS, RE:1/L3.6 NOTE: • SHELTER MODEL PER SPECS. • VENDOR PROVIDED STAMPED ENGINEERED DRAWINGS FOR SHELTERS. STAMPED FOOTING DRAWINGS WILL BE PROVIDED BY AWARDED CONTRACTOR. • SHELTERS TO BE ORDERED WITH HAND HOLDS AND ACCESS CUT OUTS AS NEEDED FOR ELECTRICAL TO BE INSTALLED INSIDE STEEL BEAMS. NO EXTERIOR CONDUIT RUNS ALLOWED. • TOP OF FOOTER ELEVATIONS SHALL BE THE SAME FOR ALL FOOTERS. REFER TO CIVIL FOR FINISHED GRADE AT EACH COLUMN. • MAINTAIN 8'-0" MINIMUM CLEARANCE ON ALL SIDES OF SHELTER. SHELTER COLUMNS LENGTHS MAY VARY DEPENDING ON FOOTER DEPTHS AND FINISHED GRADE ELEVATIONS. CONTRACTOR TO VERIFY FOOTER AND FINISHED GRADE ELEVATIONS. NO SURFACE MOUNTING SHALL BE ACCEPTED FOR SHELTER MOUNTING. 40'X50' SOUTH PICNIC SHELTER Scale: NOT TO SCALE ELEVATION 09 M JLUMN RSA 49' — 11 1/16" INE OF STONE FACE BELOW RED SANDSTONE CAP iHELTER COLUMN ULL MORTAR AT CAP 3ACKER ROD & CAULK ALL SIDES OF TUBE STEEL PLAN DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net `Nl he - 1,1Q; o -Q; CD 0 c•�afn9 O�4 4 H Q WC CLLU * O CL U W W Oa WCL CL i i� Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 Drafted By: MR, SB, SM, AP Checked By: ES, CH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. SHELTER DETAILS L3.5 L No II� �J COORDINATE SO ALL CONDUIT IS INSTALLED THROUGH FOOTING AS SHOWN, NOT EXPOSED ABOVE GRADE. CONDUIT TO BE INSTALLED BEFORE FOOTER IS POURED. SECTION AT BASE STONE SEAT LEDGE Scale: 1/2" = 1'-0" RECESSED RECEPTACLES, RE: ELEC. GROUT SOLID W/ 2500 PSI CONC. MIXED BUFF COLORED 2" SANDSTONE VENEER, PROVIDE COLORS AND JOINT PATTERN FOR APPROVAL STUB ELECTRICAL, COORDINATE WITH W/ SHELTER MFG FOR LOCATION ANCHOR BOLTS, REFER TO SHELTER MFG. FOR # & SIZE. CONTRACTOR SHALL SUPPLY ,6 a CONC SLAB ON GRADE SHELTER FOOTING, RE: 1/1-3.6 NOTES: 1. STONE VENEER TO BE MIXED BUFF COLORED SANDSTONE, PROVIDE COLORS AND JOINT PATTERN FOR APPROVAL. APPLY WEATHERSEAL BLOK-GUARD AND GRAFFITI CONTROL BY PROSOCO TO ALL STONE VENEER SURFACES, PER MANUFACTURER'S SPECIFICATIONS. 2. DURING INSTALLATION, PULL WIRES BEFORE ROOF INSTALLATION 3" RED SANDSTONE CAP MIXED BUFF COLORED SANDS VENEER, PROVIDE COLORS AND, PATTERN FOR APPR YV /\VV VI ILL I LI\ FOOTERS, RE:1/L3.6 NOTE: • SHELTER MODEL PER SPECS. • VENDOR PROVIDED STAMPED ENGINEERED DRAWINGS FOR SHELTERS. STAMPED FOOTING DRAWINGS WILL BE PROVIDED BY AWARDED CONTRACTOR. • SHELTERS TO BE ORDERED WITH HAND HOLDS AND ACCESS CUT OUTS AS NEEDED FOR ELECTRICAL TO BE INSTALLED INSIDE STEEL BEAMS. NO EXTERIOR CONDUIT RUNS ALLOWED. • TOP OF FOOTER ELEVATIONS SHALL BE THE SAME FOR ALL FOOTERS. REFER TO CIVIL FOR FINISHED GRADE AT EACH COLUMN. • MAINTAIN 8'-0" MINIMUM CLEARANCE ON ALL SIDES OF SHELTER. SHELTER COLUMNS LENGTHS MAY VARY DEPENDING ON FOOTER DEPTHS AND FINISHED GRADE ELEVATIONS. CONTRACTOR TO VERIFY FOOTER AND FINISHED GRADE ELEVATIONS. NO SURFACE MOUNTING SHALL BE ACCEPTED FOR SHELTER MOUNTING. 40'X50' SOUTH PICNIC SHELTER Scale: NOT TO SCALE ELEVATION 09 M JLUMN RSA 49' — 11 1/16" INE OF STONE FACE BELOW RED SANDSTONE CAP iHELTER COLUMN ULL MORTAR AT CAP 3ACKER ROD & CAULK ALL SIDES OF TUBE STEEL PLAN DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net `Nl he - 1,1Q; o -Q; CD 0 c•�afn9 O�4 4 H Q WC CLLU * O CL U W W Oa WCL CL i i� Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 Drafted By: MR, SB, SM, AP Checked By: ES, CH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. SHELTER DETAILS L3.5 DIAMETER gyp, CO.45. BASE PLATE ROTATION 03" ELECTRICAL ACCESS HOLE 01" ANCHOR HOLES (4) PLC S DETAIL A BASE PLATE MATERIAL 5/8" THICK GR50 1 py i 3" MIN COVER--. 0 COLUMN TO BASE PLATE 3/16 I FOUNDATION 2 CONCRETE STRENGTH F'c = 2500 PSI REBAR GRADE Fy = 60 KSI SLAB IS REQUIRED. IF NO SLAB IS TO BE INSTALLED, CONTACT THE ICON ENGINEERING DEPARTMENT. 7/2,. 00 3' (4) 3/4"x 14" F1554 ANCHOR RODS (6) #6 LONGITUDINAL BARS 0 0 COLUMN FILL WITH NON—SHRINKING GROUT TOP OF FINISHED FLOOR 2" MIN ' T P COVER. (3) #4 TIES WITHIN TOP 6" OF FOOTING 3' DIAMETER (4) #4 TIES EQUALLY SPACED THROUGHOUT REMAINDER OF DEPTH 3" MIN SIDE AND BOTTOM COVER. 10" 7 1Y2 ELI X4" 1 �4 i— O N I M LL O al 0 — 03" ELECTRICAL LL __0 ACCESS HOLE 01" ANCHOR HOLES (4) PLC DETAIL B BASE PLATE MATERIAL 5/8" THICK GR50 NOTE: • VENDOR PROVIDED STAMPED ENGINEERED DRAWINGS FOR SHELTERS. STAMPED FOOTING DRAWINGS WILL BE PROVIDED BY AWARDED CONTRACTOR. • REFER TO MANUFACTURER DETAILS FOR FOOTER STYLE BREAKDOWN. SHELTER INCLUDES FOUR (4) TYPE 1 FOOTERS, FOUR (4) TYPE 2 FOOTERS, AND TWO (2) TYPE 3 FOOTERS. 40'X50' SHELTER FOOTERS Scale: NOT TO SCALE 2' 6 3" MIN COVER—;� FOUNDATION 3 71 COLUMN TO BASE PLATE 3/16 Y _A 4 . 9 O � io. III • II • � � •' II• =I . •4 d • d 3' DIAMETER CONCRETE STRENGTH F'c = 2500 PSI REBAR GRADE Fy = 60 KSI SLAB IS REQUIRED, IF NO SLAB IS TO BE INSTALLED, CONTACT THE ICON ENGINEERING DEPARTMENT. 03. (4) 3/4"x 14" F1554 ANCHOR RODS (6) #6 LONGITUDINAL BARS COLUMN FILL WITH NON -SHRINKING GROUT TOP OF FINISHED FLOOR 2" MIN T p COVER. (3) #4 TIES WITHIN TOP 6" OF FOOTING (4) #4 TIES EQUALLY SPACED THROUGHOUT I— REMAINDER OF DEPTH 3" MIN SIDE AND BOTTOM COVER. 01"ANCHOR HOLES I ( I (4) HLC S o —-- 1 0 03" ELECTRICAL ACCESS HOLE 2%" OFFSET DETAIL C BASE PLATE MATERIAL 5/8" THICK GR50 DESIGN CONCEPTS Community+Landscape Archiiecb 2" North f'oblk Road, Suite 700 Lafayette CO BOOM 3036645301 wwwddanet , �V heat aZC CW CL W U° CL W C N N W im _ � d A it iYk i Project No.: 3' Issued For: (4) 3/4% 14" F1554 ANCHOR RODS o FOUNDATION 1 (6) #7 LONGITUDINAL BARS CONCRETE STRENGTH F'c = 2500 PSI REBAR GRADE Fy = 60 KSI COLUMN TO SLAB 15 REQUIRED. IF NO SLAB IS TO BE INSTALLED, CONTACT THE ICON ENGINEERING BASE PLATE DEPARTMENT, FILL WITH NON—SHRINKING GROUT TOP OF FINISHED FLOOR ,4 .��2" 3" MIN COVER OY 6„ ` DIAMETER gyp, CO.45. BASE PLATE ROTATION 03" ELECTRICAL ACCESS HOLE 01" ANCHOR HOLES (4) PLC S DETAIL A BASE PLATE MATERIAL 5/8" THICK GR50 1 py i 3" MIN COVER--. 0 COLUMN TO BASE PLATE 3/16 I FOUNDATION 2 CONCRETE STRENGTH F'c = 2500 PSI REBAR GRADE Fy = 60 KSI SLAB IS REQUIRED. IF NO SLAB IS TO BE INSTALLED, CONTACT THE ICON ENGINEERING DEPARTMENT. 7/2,. 00 3' (4) 3/4"x 14" F1554 ANCHOR RODS (6) #6 LONGITUDINAL BARS 0 0 COLUMN FILL WITH NON—SHRINKING GROUT TOP OF FINISHED FLOOR 2" MIN ' T P COVER. (3) #4 TIES WITHIN TOP 6" OF FOOTING 3' DIAMETER (4) #4 TIES EQUALLY SPACED THROUGHOUT REMAINDER OF DEPTH 3" MIN SIDE AND BOTTOM COVER. 10" 7 1Y2 ELI X4" 1 �4 i— O N I M LL O al 0 — 03" ELECTRICAL LL __0 ACCESS HOLE 01" ANCHOR HOLES (4) PLC DETAIL B BASE PLATE MATERIAL 5/8" THICK GR50 NOTE: • VENDOR PROVIDED STAMPED ENGINEERED DRAWINGS FOR SHELTERS. STAMPED FOOTING DRAWINGS WILL BE PROVIDED BY AWARDED CONTRACTOR. • REFER TO MANUFACTURER DETAILS FOR FOOTER STYLE BREAKDOWN. SHELTER INCLUDES FOUR (4) TYPE 1 FOOTERS, FOUR (4) TYPE 2 FOOTERS, AND TWO (2) TYPE 3 FOOTERS. 40'X50' SHELTER FOOTERS Scale: NOT TO SCALE 2' 6 3" MIN COVER—;� FOUNDATION 3 71 COLUMN TO BASE PLATE 3/16 Y _A 4 . 9 O � io. III • II • � � •' II• =I . •4 d • d 3' DIAMETER CONCRETE STRENGTH F'c = 2500 PSI REBAR GRADE Fy = 60 KSI SLAB IS REQUIRED, IF NO SLAB IS TO BE INSTALLED, CONTACT THE ICON ENGINEERING DEPARTMENT. 03. (4) 3/4"x 14" F1554 ANCHOR RODS (6) #6 LONGITUDINAL BARS COLUMN FILL WITH NON -SHRINKING GROUT TOP OF FINISHED FLOOR 2" MIN T p COVER. (3) #4 TIES WITHIN TOP 6" OF FOOTING (4) #4 TIES EQUALLY SPACED THROUGHOUT I— REMAINDER OF DEPTH 3" MIN SIDE AND BOTTOM COVER. 01"ANCHOR HOLES I ( I (4) HLC S o —-- 1 0 03" ELECTRICAL ACCESS HOLE 2%" OFFSET DETAIL C BASE PLATE MATERIAL 5/8" THICK GR50 DESIGN CONCEPTS Community+Landscape Archiiecb 2" North f'oblk Road, Suite 700 Lafayette CO BOOM 3036645301 wwwddanet , �V heat aZC CW CL W U° CL W C N N W im _ � d A it iYk i Project No.: 22108.00 Issued For: (4) 3/4% 14" F1554 ANCHOR RODS o (6) #7 LONGITUDINAL BARS COLUMN TO COLUMN BASE PLATE 3/16 FILL WITH NON—SHRINKING GROUT TOP OF FINISHED FLOOR ,4 .��2" MIN ` T P COVER. 1 (3) #4 TIES WITHIN � _ TOP 6" OF FOOTING o I •• 9 '• ° �I• I (3) #4 TIES — — EQUALLY SPACED THROUGHOUT III d , a ' REMAINDER OF DEPTH i rl A ,• e - d • I- 3" MIN I--• d• •.d SIDE AND BOTTOM COVER.. DIAMETER gyp, CO.45. BASE PLATE ROTATION 03" ELECTRICAL ACCESS HOLE 01" ANCHOR HOLES (4) PLC S DETAIL A BASE PLATE MATERIAL 5/8" THICK GR50 1 py i 3" MIN COVER--. 0 COLUMN TO BASE PLATE 3/16 I FOUNDATION 2 CONCRETE STRENGTH F'c = 2500 PSI REBAR GRADE Fy = 60 KSI SLAB IS REQUIRED. IF NO SLAB IS TO BE INSTALLED, CONTACT THE ICON ENGINEERING DEPARTMENT. 7/2,. 00 3' (4) 3/4"x 14" F1554 ANCHOR RODS (6) #6 LONGITUDINAL BARS 0 0 COLUMN FILL WITH NON—SHRINKING GROUT TOP OF FINISHED FLOOR 2" MIN ' T P COVER. (3) #4 TIES WITHIN TOP 6" OF FOOTING 3' DIAMETER (4) #4 TIES EQUALLY SPACED THROUGHOUT REMAINDER OF DEPTH 3" MIN SIDE AND BOTTOM COVER. 10" 7 1Y2 ELI X4" 1 �4 i— O N I M LL O al 0 — 03" ELECTRICAL LL __0 ACCESS HOLE 01" ANCHOR HOLES (4) PLC DETAIL B BASE PLATE MATERIAL 5/8" THICK GR50 NOTE: • VENDOR PROVIDED STAMPED ENGINEERED DRAWINGS FOR SHELTERS. STAMPED FOOTING DRAWINGS WILL BE PROVIDED BY AWARDED CONTRACTOR. • REFER TO MANUFACTURER DETAILS FOR FOOTER STYLE BREAKDOWN. SHELTER INCLUDES FOUR (4) TYPE 1 FOOTERS, FOUR (4) TYPE 2 FOOTERS, AND TWO (2) TYPE 3 FOOTERS. 40'X50' SHELTER FOOTERS Scale: NOT TO SCALE 2' 6 3" MIN COVER—;� FOUNDATION 3 71 COLUMN TO BASE PLATE 3/16 Y _A 4 . 9 O � io. III • II • � � •' II• =I . •4 d • d 3' DIAMETER CONCRETE STRENGTH F'c = 2500 PSI REBAR GRADE Fy = 60 KSI SLAB IS REQUIRED, IF NO SLAB IS TO BE INSTALLED, CONTACT THE ICON ENGINEERING DEPARTMENT. 03. (4) 3/4"x 14" F1554 ANCHOR RODS (6) #6 LONGITUDINAL BARS COLUMN FILL WITH NON -SHRINKING GROUT TOP OF FINISHED FLOOR 2" MIN T p COVER. (3) #4 TIES WITHIN TOP 6" OF FOOTING (4) #4 TIES EQUALLY SPACED THROUGHOUT I— REMAINDER OF DEPTH 3" MIN SIDE AND BOTTOM COVER. 01"ANCHOR HOLES I ( I (4) HLC S o —-- 1 0 03" ELECTRICAL ACCESS HOLE 2%" OFFSET DETAIL C BASE PLATE MATERIAL 5/8" THICK GR50 DESIGN CONCEPTS Community+Landscape Archiiecb 2" North f'oblk Road, Suite 700 Lafayette CO BOOM 3036645301 wwwddanet , �V heat aZC CW CL W U° CL W C N N W im _ � d A it iYk i Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 Drafted By: MR, SB, SM, AP Checked By: ES, CH All drawl,,, and wsltten mstensi oppeodng heseln co,nstltute odglnol and unpubhebed work of Deolgn Concepts end may not be duphcoted, used o: declo,ed. SHELTER DETAILS L3.6 STANDARD ELECTRICAL ACCESS LAYOUT Standard connection details shown in all figures, actual building ordered may vary. Contact ICON with any questions or concerns at (800) 748-0985 Compression Ring M NOT Number of sides/rafters varies by building type Rafter SEE 1 0%" Elec. Hole I Conduit (Not by ICON) Column Base Plate i SEE 2 I ; 01" Elec. Hole in Base Plate I � 0 I FIGURE A dole Rafter Column CFO Compression Rinn nr Tllhp _onduit (Not by ICON) IGU JLL \J) Exit Hole (Only If Req'd) SECTION VIEW 2Y4 4" 2Y" Inside Face of Column Inside Face Top of o-• of Column �. Finish Grade Top of Finish Grade BURIED COLUMN SURFACE MOUNT COLUMN SEE 5 Removable Strap (inside of column) SEE 5 Cover Plate--\ One Way Screw Easily Removed for Future Use FIGURE C Cutout Column CUtOL (Behinc SEE Pop RivE I Cover Plat \ (Tamper Proo FIGURE D Column Standard electrical access runs from the column base plate to the rafter(s) and up through the compression ring/tube. (1) A 5/8" hole is provided at each connection point. See Figures A & B. Charges may be applied if a bigger size is needed, please indicate size below: ❑ 3K" hole ❑ 1" hole ❑ 1Y4" hole (only if applicable) (2) A 1" hole is provided at the base plate. See Figure A. Charges may be applied if a bigger size is needed, please indicate size below: R2 )I hole ❑ 3" hole (3) Compression ring/tube will have a standard 14ga cover plate welded on. See Figure B. Charges may be applied if an exit hole is required for lighting or something else. Please indicate size below: ❑ 1" hole ❑ 1Y4" hole ❑ 2" hole (4) Electrical access cutouts can be provided upon request, extra charges may be applied for each cutout. See Figure C. Standard cutout size is 24"x48". Please indicate if a different size is required: Cutouts are located on the inside face of column unless otherwise specified. Please indicate if a Please use locator different location is required: sheet to indicate columns ❑ Back Face that require cutout(s� ❑ Side Face (please indicate on locator sheet) The height of the cutout is measured from the top of finish grade to bottom of cutout as shown in Figure C with "?". Please indicate this dimension: (5) Cover plates can be provided upon request, extra charges may be applied for each cover plate. See Figure D and indicate which type of cover plate is required: ❑ Cover Plate w/ Strap ❑ Pop Rivet Cover Plate How many cover plates are required? Job Number: Job Name/Location Additional Notes: Hca Shelter Systems Inc 1455 LINCOLN AVE. HOLLAND ML 49423 PHONE: 616.396.0919, 800.748.0985 PAX: 616.396.0944 DISTINCTIVE STEEL SHELTERS W W W.ICONSHELTERS.COM COPYRIGHT 2004. ICON SHELTER SYSTEMS INC. NOTE: • SHELTER MODEL PER SPECS. • VENDOR PROVIDED STAMPED ENGINEERED DRAWINGS FOR SHELTERS. STAMPED FOOTING DRAWINGS WILL BE PROVIDED BY AWARDED CONTRACTOR. • SHELTERS TO BE ORDERED WITH HAND HOLDS AND ACCESS CUT OUTS AS NEEDED FOR ELECTRICAL TO BE INSTALLED INSIDE STEEL BEAMS. NO EXTERIOR CONDUIT RUNS ALLOWED. SHELTER ELECTRICAL ACCESS Scale: NOT TO SCALE DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net H IQ W CL*LU H 0 CL V W W OQ W= CL > 00 _0 F- �w �o o� CV � �Q �_ Project No.: 22108.00 :7 Issued For: Date: Bid Set 04.16.21 Drafted By: MR, SB, SM, AP Checked By: ES, CH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. SHELTER DETAILS L3.7 TOP OF DECKING TO BE FLUSH WITH TOP OF CONCRETE + ABUTMENT, TYP. BOTH SIDES CONCRETE co (1) 2" X 12" RIM PATH 1/2" GAP BETWEEN CONC. & 2x12 M #4 @ 16" O.C. #4 CONT. WITH SOIL BERM ABOVE ROOT BALL 5 (5) AROUND THE ROOT BALL. BERM GALVANIZED L5X5X16 W/ (2) 4"X3" AS SHOWNSDS 8-1/2" SCREWS (4" GAGE) & (1) 4" HDG SIMPSON TITEN HD, 4-3/4" 1 '9-1/2" 1 -6 EMBEDMENT SECTION 4" DEPTH 5/8" MINUS NOTE: COMPACTED AGGREGATE BASE - PROVIDE END TO END AND WIDTH TO WIDTH 1=' ' FOR MULCH GAP FOR COMPOSITE DECKING, PER —I I = FINISHED GRADE MANUFACTURERS RECOMMENDATIONS. El SLOPE SIDES OF LOOSENED SOIL. DIG II I I - PROVIDE ICE AND WATER SHIELD —III AND TURN THE SOIL TO REDUCE THE PROTECTION BETWEEN CONCRETE AND ALL COMPACTION TO THE AREA AND DEPTH WOOD FRAMING ELEMENTS, FULL EXTENT OF ' SHOWN CONTACT ROOT BALL FOOTBRIDGE SCALE: 1/2" = 1'-0" PREVAILING WIND SINGLE METAL STAKE WITH METAL ARM BAR SECURED TO STAKE AND STRAP AROUND TRUNK C0 U- 0 n 0 N REMOVE NURSERY STAKE 2"x4" TREX EDGER - CONTINUOUS START TO E N D DECKING - TRANSCEND 1 'x6" SERIES WITH HIDDEN FASTENERS, COLOR HAVANA GOLD 2"x4" TREX EDGER BLOCK 2" X 2" COMPOSITE STRIPS 2"x12' , PRESSURE TREATED, SEALED NO.1 DOUG. FIR HEIGHT OF ARM BAR SHALL VARY PER TREE. CONTRACTOR TO ADJUST AS NEEDED TO HOLD TREE ERECT SINGLE METAL STAKE. INSTALL STAKE LOCATION SHALL NOT INTERFERE WITH BRANCHES NOTES: 1. STAKES SHOULD BE 6-8' IN HEIGHT, KEEP STAKES PLUMB WITH TOP EVEN. 1 I _I _I I _I I _I I I II I I 2. DRIVE STAKES INTO UNDISTURBED SUBGRADE OUTSIDE PLANTING PIT SPECIFIED, USE SPECIFIED TREE STRAP, WEBBING WITH GROMMETS. 3X WIDEST DIMENSION OF ROOT BALL 14 GAUGE WIRE WITH WHITE PVC PIPE ON WIRE OR LONG CABLE TIE. TREE STAKING - SINGLE METAL STAKE Scale: NOT TO SCALE O 423„ 41111 4 [ 1087mm 1053mm ] [ ] (TO SPOUT OUTLET) — — A A MODEL MTG.3501 (OPTIONAL) OR MODEL MTG.3500 (OPTIONAL) 5" [ 127mm] WASTE LINE (NOT S PPLIED) 1-1/4" IPS MINIMUM TO A OROUS GRAVEL FILL OR MAIN SE R LINE LOCATED BELOW FRO T LINE 1-1/2" DRAIN PIPE TO DRY VALVE BOX (NOT SUPPLIED) 28" SIZE: 12-1/4" H X 19" W X 25-1/2" L [ 711 mm ] (311 mm H X 483mm W X 648mm L) 10" 18" [ 254mm ] [ 457mm ] 10" [ 253mm 342" 353" O O [ 876mm ] 4 27° (TO SPOUT 190 MM ] [ 686mm ] OUTLET) GROUND LEVEL 4X � 7° v if 4 3e, 711 178mm ] [ 19mm]-\ WELL, SEE DETAIL TO THE °°o ° o o /o °oo, 00 00 0 0 0c 00 0 0 00 c RIGHT 00 000 0 00000 0 0 ° 00 °00 000 000 000 000 0o Jo° 000 000 000 0°00 CONNECT TO SUPPLY o� 00 00°,00° 00 m m CONCRETE ANCHORS 11 TO BE USED FOR CONCRETE SLAB 7 4X 5/8"-11 UNC (NOT SUPPLIED) [178mm] SECTION A -A THIS UNIT CAN BE CONFIGURED TO INSTALL THE ARM AT A LOWER HEIGHT FOR CHILD USE DRINKING FOUNTAIN -ADD ALT #1 Scale: NOT TO SCALE Lr REINFORCING ANGLE, EACH END 12'-0" '-6" l I DETAIL NOT USED DETAIL Scale: NOT TO SCALE PLAN VIEW =D GRADE GEOTEXTILE FABRIC 1-1/2" PVC DRAIN FROM DRINKING FOUNTAIN KFILL '3'-0" DEEP SUMP DRY WELL FOR DRINKING FOUNTAIN FILLED WITH 3/4" TO 1-1/2" WASHED ROCK TOP OF CONCRETE BRIDGE ABUTMENT `CONCRETE WALK (BOTH SIDES) 2" X 4" COMPOSITE EDGER, COLOR: CEDAR, DECKING - TRANSCEND 1"x6" SERIES WITH HIDDEN FASTENERS, COLOR HAVANA GOLD, 2 X 8" JOIST HANGER, EACH BEAM 1" X 6" COMPOSITE DECKING, COLOR: CEDAR, DECKING - TRANSCEND 1"x6" SERIES WITH HIDDEN FASTENERS, COLOR HAVANA GOLD 2" X 12" PRESSURE TREATED BEAMS, TYP CONCRETE LEDGER BELOW (2) 2" X 12" RIM TOP OF CONCRETE ABUTMENT EDGE OF CONCRETE WALK ZONE 1 ANY DIGGING, EXCAVATING, TRENCHING, CHANGING OF GRADE, OR OTHER ACTIONS THAT MAY POTENTIALLY IMPACT THE ROOTING ENVIRONMENT MUST BE AUTHORIZED BY THE ARBORIST PRIOR TO WORK COMMENCEMENT. WORK WITHIN THE CRITICAL ROOT ZONE (CRZ) MUST TAKE PLACE IN ACCORDANCE WITH THE CONDITIONS ESTABLISHED BY THE LANDSCAPE ARCHITECT. PLACE SPREADING EVERGREEN SHRUBS PERPENDICULAR TO SLOPE OF GROUND. LEAVE ENOUGH SPACE UNDER BRANCHES FOR MULCH. MOUND BACKFILL UNDER ROOTBALL. REMOVE CONTAINER,--- SPLIT ONTAINER,SPLIT BOTTOM 1/2 OF BALL, SPREAD AND PLANT NOTES: 1. SHRUBS SHALL BE OF QUALITY PRESCRIBED IN THE ROOT OBSERVATIONS DETAIL AND SPECIFICATIONS 2. PRIOR TO MULCHING WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. SHRUB PLANTING Scale: NOT TO SCALE z ao 1. FENCING HEIGHT MUST BE A MINIMUM OF 48". 2. ATTACH "TREE PROTECTION AREA" SIGNS TO FENCING EVERY 50 FEET. 3. THE TREE PROTECTION AREA SHALL NOT BE MODIFIED OR REMOVED PRIOR TO CONSENT OF THE LANDSCAPE ARCHITECT. 4. NO MATERIALS, DEBRIS, EQUIPMENT AND SITE AMENITIES SHALL BE STORED WITHIN THE TREE PROTECTION AREA 5. ENTRANCE TO THE TREE PROTECTION AREA IS NOT PERMITTED WITHOUT CONSENT OF THE LANDSCAPE ARCHITECT. TREE PROTECTION Scale: NOT TO SCALE QUICK COUPLER12" MINIMUM 3" MIN MUM •1• O• � ,�.•r� - . - - - - iii=.i: DECIDUOUS SHRUB 4" HIGH X 8" WIDE ROUND- TOPPED WITH SOIL BERM ABOVE ROOT BALL EQ SP BTWN JTS, TYP SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM DESIGN SHALL BEGIN AT ROOT BALL PERIPHERY CONCEPTS 4" LAYER OF MULCH. NO MORE THAN 1' OEommunity+Landscape Architects MULCH ON TOP OF ROOT BALL. SEE SPE 1=' ' FOR MULCH 211 North Public Road, suite 200 Lafayette CO 80026 —I I = FINISHED GRADE 303 664 5301 www dcla net El SLOPE SIDES OF LOOSENED SOIL. DIG II I I nea,Q, —III AND TURN THE SOIL TO REDUCE THE o� DETAIL NOT USED DETAIL Scale: NOT TO SCALE PLAN VIEW =D GRADE GEOTEXTILE FABRIC 1-1/2" PVC DRAIN FROM DRINKING FOUNTAIN KFILL '3'-0" DEEP SUMP DRY WELL FOR DRINKING FOUNTAIN FILLED WITH 3/4" TO 1-1/2" WASHED ROCK TOP OF CONCRETE BRIDGE ABUTMENT `CONCRETE WALK (BOTH SIDES) 2" X 4" COMPOSITE EDGER, COLOR: CEDAR, DECKING - TRANSCEND 1"x6" SERIES WITH HIDDEN FASTENERS, COLOR HAVANA GOLD, 2 X 8" JOIST HANGER, EACH BEAM 1" X 6" COMPOSITE DECKING, COLOR: CEDAR, DECKING - TRANSCEND 1"x6" SERIES WITH HIDDEN FASTENERS, COLOR HAVANA GOLD 2" X 12" PRESSURE TREATED BEAMS, TYP CONCRETE LEDGER BELOW (2) 2" X 12" RIM TOP OF CONCRETE ABUTMENT EDGE OF CONCRETE WALK ZONE 1 ANY DIGGING, EXCAVATING, TRENCHING, CHANGING OF GRADE, OR OTHER ACTIONS THAT MAY POTENTIALLY IMPACT THE ROOTING ENVIRONMENT MUST BE AUTHORIZED BY THE ARBORIST PRIOR TO WORK COMMENCEMENT. WORK WITHIN THE CRITICAL ROOT ZONE (CRZ) MUST TAKE PLACE IN ACCORDANCE WITH THE CONDITIONS ESTABLISHED BY THE LANDSCAPE ARCHITECT. PLACE SPREADING EVERGREEN SHRUBS PERPENDICULAR TO SLOPE OF GROUND. LEAVE ENOUGH SPACE UNDER BRANCHES FOR MULCH. MOUND BACKFILL UNDER ROOTBALL. REMOVE CONTAINER,--- SPLIT ONTAINER,SPLIT BOTTOM 1/2 OF BALL, SPREAD AND PLANT NOTES: 1. SHRUBS SHALL BE OF QUALITY PRESCRIBED IN THE ROOT OBSERVATIONS DETAIL AND SPECIFICATIONS 2. PRIOR TO MULCHING WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. SHRUB PLANTING Scale: NOT TO SCALE z ao 1. FENCING HEIGHT MUST BE A MINIMUM OF 48". 2. ATTACH "TREE PROTECTION AREA" SIGNS TO FENCING EVERY 50 FEET. 3. THE TREE PROTECTION AREA SHALL NOT BE MODIFIED OR REMOVED PRIOR TO CONSENT OF THE LANDSCAPE ARCHITECT. 4. NO MATERIALS, DEBRIS, EQUIPMENT AND SITE AMENITIES SHALL BE STORED WITHIN THE TREE PROTECTION AREA 5. ENTRANCE TO THE TREE PROTECTION AREA IS NOT PERMITTED WITHOUT CONSENT OF THE LANDSCAPE ARCHITECT. TREE PROTECTION Scale: NOT TO SCALE QUICK COUPLER12" MINIMUM 3" MIN MUM •1• O• � ,�.•r� - . - - - - iii=.i: DECIDUOUS SHRUB 4" HIGH X 8" WIDE ROUND- TOPPED WITH SOIL BERM ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM DESIGN SHALL BEGIN AT ROOT BALL PERIPHERY CONCEPTS 4" LAYER OF MULCH. NO MORE THAN 1' OEommunity+Landscape Architects MULCH ON TOP OF ROOT BALL. SEE SPE 1=' ' FOR MULCH 211 North Public Road, suite 200 Lafayette CO 80026 —I I = FINISHED GRADE 303 664 5301 www dcla net El SLOPE SIDES OF LOOSENED SOIL. DIG II I I nea,Q, —III AND TURN THE SOIL TO REDUCE THE o� COMPACTION TO THE AREA AND DEPTH U y ` ► A ' SHOWN ROOT BALL 0 EXISTING SOIL TREE PROTECTION AREA THE AREA INSIDE A PERIMETER ESTABLISHED AT THE CRITICAL ROOT ZONE (CRZ). THE CRZ IS EQUAL TO THE DRIPLINE, FURTHEST EXTENT OF TREE CANOPY, OR IS EQUAL TO 1.25' FEET RADIALLY FROM THE TREE FOR EVERY ONE INCH OF TRUNK DIAMETER AT BREAST HEIGHT (DBH=4.5' ABOVE SOIL LINE), OR WHICHEVER IS GREATER (UP TO 45' RADIUS). ZONE 2 -LOWER CANOPY PROTECTION CONTACT ARBORIST IF ANY PRUNING IS NEEDED PRIOR TO WORK IF POTENTIAL FOR DAMAGE EXISTS. ZONE 3 REQUIRED IF CONSTRUCTION OCCURS WITHIN TEN FEET OR LESS (PERMITTED INSIDE THE CRZ ONLY IF EQUIPMENT IS OPERATED EXCLUSIVELY ON EXISTING HARDSCAPE AND NO SOIL COMPACTION TAKES PLACE). FEBCO LF825YA BACKFLOW PREVENTER GUARDSHACK GS -1 POWDERCOATED ENCLOSURE. o COLOR: GREEN LEAD FREE COPPER SWEAT UNIONS TO MATCH NOMINAL PIPE SIZE 4" DIA. CLASS 200 SLEEVE, (TYP.) CONCRETE PAD, 6" THICK, TOP 1" ABOVE FINISH GRADE Md i _STOP AND WASTE III—III—III—I • ; I , BALL VALVE —1 I I =, e.,; FROM METER NOTE: • DETAIL TO BE USED FOR BASE BID BACKFLOW PREVENTER AS WELL AS ALTERNATE #1 BACKFLOW PREVENTER BACKFLOW PREVENTER Scale: NOT TO SCALE w � > <O �U LU .(D �o o� CV � 00 Q w Project No.: 22108.00 Issued For: Date: Bid Set 04.16.21 Drafted By: MR, SB, SM, AP Checked By: ES, CH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. SITE DETAILS L3.8 OVERALL IRRIGATION PLAN Scale: 1" = 100' 7%:7 NORTH 0 100' 200' SCALE: 1 " = 100'-0" IRRIGATION NOTES: I . The irrigation system is designed for a static pressure of GO PSI discharge from the existing booster pump. Contractor to verify pressure FRIORTO INSTALLATION and notify Owner of reading in writing prior to construction. Design pressure at heads to be as noted in legend. 2. No irrigation work to begin until final grade has been approved. 3. Locate all heads G'' min. from any wall, walk, or curb, and 1 2'' min. from any curb adjacent to parking stalls. 4. Bury all mainlines 24'' underground from top of pipe. Bury all laterals 16'' underground from top of pipe. 5. Do not stack pipes in trenches. Fipes in shared trenches to be 4'' minimum apart. G. Brand all appropriate box lids with I'' minimum letters with the following abbreviations: 150 Isolation Gate Valve QC Quick Coupler A# Controller $ Corresponding Station Number GR Grounding Assembly W5 Wire Splice 7. All pipe under pavement to be sleeved in 4'' minimum PVC class 200, extend 1 2'' beyond each edge of pavement, sloped to drain. Install prior to paving. Sleeve wires separately in 2'' min. pipe. 8. Heads are diagrammatic. Contractor to select and install correct arcs as needed for part circle heads. Adjust radii and arc as necessary for no overspray/backwash onto adjacent buildings, walls, or fences. 9. Flan has been prepared using limited on-site observation. Flan is diagrammatic and does not reflect all equipment, etc., that could be encountered during construction. All locations of existing equipment are approximate. Contractor to field verify locations of existing equipment prior to installation. Contractor to verify all existing valves and notify Owner immediately if new valves or zones are discovered. 10. No trenched may be backfilled prior to Owner inspection and acceptance of installation, unless otherwise instructed. I I . Water settle all trenches for proper compaction. 1 2. Faint location of the mainline and laterals, and flag location of all heads $ valves for approval by Owner prior to any trenching. 1 3. Hand dig all trenches within dripline of existing trees. All trenches that enter tree dripline must be approved by City arborist prior to excavation. 1 4. Repair all trenches in existing sod with full width sod rolls. 1 5. Contractor is responsible for ensuring all existing landscaping to remain remains watered during construction. I G. Contractor is responsible for verifying all existing conditions within project scope. Notify Owner's Representative immediately if any discrepancies are encountered, and do not proceed with work until a resolution has been issued. 1 7. All plant material within the project scope shall have 100% coverage. 1 8. Frovide Owner with a permanent controller program. The permanent program shall utilize separate programs for varying plant material. Configure the controller to communicate with the weather sensor so run times are automatically adjusted for local ET on a on-going basis. 19. Pre -construction meetings: 19. I . The Contractor shall schedule an irrigation specific pre -construction meeting with the OAC team which shall commence prior to starting any irrigation construction. Frovide a minimum of 48 hours notice for meeting. 19.2 Frovide Owner with written documentation of existing pressure prior to construction. 20. Wire Notes: 20.1 . For 2 -Wire Zones: Frovide Faige5pec cable for 2 -Wire systems as specified. Frovide ( I ) FD -1 O 1 TURF decoder at each zone on the irrigation system. Do not loop two -wire path. Frovide grounding per manufacture's specifications. All wire splices to be soldered for a more secure connection prior to installing 3M-DBY kit. 21 . Adjust zone numbering with owner in field to accommodate existing zone on controller. NOTE TH15 SYSTEM 15 DESIGNED FOR CONNECTION TO A NON -POTABLE WATER5UFFLY. REFER TO NOTES BELOW FOR ALL ZONES: I . Irrigation system is to follow all requirements for installation of reclaimed water systems as described in the State of Colorado Water Control Divisions, "Guidelines for Use of Reclaimed Water'' and Denver Water's "Engineering Standards Chapter I I - Recycled Water System." Locator tape must be located 12'' above top of pressure supply Zine, and be a minimum of 3'' in width, magnetic backed, Fantone 2577U lavender colored with block lettering stating: ''CAUTION: RECLAIMED WATER- DO NOT DRINK". A 12 AWG solid copper tracer wire with 0.03 inch purple FE insulation shall be installed with the warning tape in accordance with Denver Water's Sheet 37 of the Standard Drawings. 2. All irrigation heads and quick couplers to have Fantone 2577U lavender caps. All control valves to have purple handles. All valve boxes to have lavender lids to indicate a non -potable irrigation system. 3. All PVC pipe shall have the Fantone 2577U color integral to the PVC material. The warning shall be stamped on the pipe or fixed by means of a separate label applied to the pipe. The warning label shall be a minimum of 3 inches high and visible on both sides of the pipe. 4. All control valve and gate valve boxes must have acceptable Fantone 2577U lavender colored labels permanently affixed to the outside of lid stating: ''CAUTION: RECLAIMED WATER- DO NOT DRINK", or similar tags attached to valves themselves. All controllers to have similar signage (4''xG'') permanetly affized to door of controller. IRRIGATION SCHEDULE SYMBOL MAN UFACTURER/MODEUDE5CRIFTION PSI Illp Rain Bird RD -OG -5 -F30 -F -NF -U U8 Series 30 0 T H Turf Spray, G.O" Pop -Up, with 30 psi in -stem pressure regulation, 5eaI-A-Matic check valve, Flow -Shield Technology, and Non-Fotable Cover (purple cap). 1/2" NPT female threaded inlet. &0(0 Rain Bird RD -OG -5 -F30 -F -NF -U U 10 Series 30 0 T H F Turf Spray, G.O" Pop -Up, with 30 psi in -stem pressure regulation, 5eaI-A-Matic check valve, Flow -Shield Technology, and Non-Fotable Cover (purple cap). 1/2'' NPT female threaded inlet. 000 ® Rain Bird RD -OG -5 -F30 -F -NF -U U 1 2 Series 30 0 T H Tr Turf Spray, G.O" Pop -Up, with 30 psi in -stem pressure regulation, 5eaI-A-Matic check valve, Flow -Shield Technology, and Non-Fotable Cover (purple cap). 1/2'' NPT female threaded inlet. * ooe ® Rain Bird RD -OG -5 -F30 -F -NF -U U 15 Series 30 0 T H Tr Turf Spray, G.O" Pop -Up, with 30 psi in -stem pressure regulation, 5eaI-A-Matic check valve, Flow -Shield Technology, and Non-Fotable Cover (purple cap). 1/2'' NPT female threaded inlet. 0 UP Q 0 Rain Bird RD- 12-S-F30T`-N-U U8 Series 30 0 T H F 1 20" Pop -Up, with 30 psi in -stem pressure regulation, 5eaI-A-Matic check valve, Flow -Shield Technology, and Non-Fotable Cover (purple cap). 1/2" NPT female threaded inlet. 0 1010 m Rain Bird RD- 12 -5 -F30 -F -N -U U 10 Series 30 0 T H F 1 20" Pop -Up, with 30 psi in -stem pressure regulation, 5eaI-A-Matic check valve, Flow -Shield Technology, and Non-Fotable Cover (purple cap). 1/2'' NPT female threaded inlet. Ev 19191@❑ [ Rain Bird RD- 1 2-5-F30-`-N-U U 1 2 Series 30 0 T H Tr 70 F 1 2.0" Pop -Up, with 30 psi in -stem pressure regulation, 5eaI-A-Matic check valve, Flow -Shield Technology, and Non-Fotable Cover (purple cap). 1/2" NPT female threaded inlet. 9 U 10 ON [ME Rain Bird RD- 12 -5 -F30 -F -N -U U 15 Series 30 0 T H Tr TO F 1 2.0" Pop -Up, with 30 psi in -stem pressure regulation, 5eaI-A-Matic check valve, Flow -Shield Technology, and Non-Fotable Cover (purple cap). 1/2" NPT female threaded inlet. SYMBOL MAN UFACTURER/MODEUDE5CRIFTION PSI GFM RADIUS 1S Hunter 1-20-04-55-R 45 1.50 27' Turf Rotor, 4.0" Pop -Up. Adjustable and Full Circle. Stainless Steel Riser. Drain Check Valve. Standard Nozzle. With Reclaimed Water Furple ID. Hunter 1-20-04-55-R 45 2.00 30' Turf Rotor, 4.0" Pop -Up. Adjustable and Full Circle. Stainless Steel Riser. Drain Check Valve. Standard Nozzle. With Reclaimed Water Furple ID. Hunter 1-20-04-55-R 45 3.00 34' Turf Rotor, 4.0" Pop -Up. Adjustable and Full Circle. Stainless Steel Riser. Drain Check Valve. Standard Nozzle. With Reclaimed Water Furple ID. ® Hunter 1-20-04-55-R 45 4.00 3G' Turf Rotor, 4.0" Pop -Up. Adjustable and Full Circle. Stainless Steel Riser. Drain Check Valve. Standard Nozzle. With Reclaimed Water Furple ID. Hunter 1-20-04-55-R 45 5.00 37' Turf Rotor, 4.0" Pop -Up. Adjustable and Full Circle. Stainless Steel Riser. Drain Check Valve. Standard Nozzle. With Reclaimed Water Furple ID. 1® Hunter 1-25-04-55-R 50 10.1 45' Turf Rotor, 4.0" Pop -Up. Adjustable and Full Circle. Stainless Steel Riser. Drain Check Valve. Standard Nozzle. With Furple Cover for Reclaimed Water ID. 18 Hunter 1-25-04-55-R 50 14.5 52' Turf Rotor, 4.0" Pop -Up. Adjustable and Full Circle. Stainless Steel Riser. Drain Check Valve. Standard Nozzle. With Furple Cover for Reclaimed Water ID. SYMBOL MAN UFACTURER/MODEUDE5CRIFTION Rain Bird FE5BR I ", 1- I /2% and 2'' Durable Chlorine -Resistant Valves for Reclaimed Water Applications. With Scrubber Mechanism Technology, and Furple Flow Control Handle. 0 Hunter HQ-44LKC-R Quick coupler valve, purple rubber locking cover for reclaimed water use, red brass and stainless steel, with I " NPT inlet, 2 -piece body. �I Matco-Norca IORT 2'' to 8" cast iron gate isolation valve. Rung -Tate Gasket Ends. Resilient wedge with epoxy coating and optional nut. For IPS pipe. Same size as mainline pipe. 1 Foint of Connection 3'' See plan notes PZ M Foint of Connection 4'' SEE PLAN NOTES Irrigation Lateral Line: PVC Class 200 SDR 21 Frovide lavendar colored pipe to indicate non -potable water supply. Irrigation Mainline: PVC Class 200 SDR 21 - 4'' Frovide lavendar colored pipe to indicate non -potable water supply. Fipe Sleeve: PVC Class 200 SDR 21 (I ) 4'' sleeve, unless otherwise noted. Fipe sleeve size shall be minimum 2 pipe sizes larger than the pipe passing through it. Extend sleeves 16'' beyond edges of paving or construction, and mark both ends with a 3'' "V" in pavement. Valve rollout # Valve Number #" # Valve Flow Valve Size DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net vd heat O �- U m I � C /n9 0.41 0 H Q WC CL * H p IIICL V W W Oa WCL CL i Project No.: 22108.00 i� Issued For: Date: Bid Set 04.16.21 Drafted By: MR, SB, SM, AP Checked By: ES, CH All drawings and written material appearing herein constitute original and unpublished work of Design Concepts and may not be duplicated, used or disclosed. OVERALL IRRIGATION PLAN 11.0 IRRIGATION SCHEDULE SYMBOL MAN UFACTURER(MODEUDE5CRIFTION 01 Pon Rain Bird RD -0G -5 -F30 -F -NF -U U8 Series 0 T H Turf Spray, G.O'' Pop -Up, with 30 psi in -stem pressure regulation, 5eaI-A-Matic check valve, Flow-5hield Technology, and Non-Fotable Cover (purple cap). I/2 NPT female threaded inlet. �Lr ter Rain Bird RD -0G -5 -F30 -F -NF -U U 10 Series 0 T H Turf Spray, G.O'' Pop -Up, with 30 psi in -stem pressure regulation, 5eaI-A-Matic check valve, Flow-5hield Technology, and Non-Fotable Cover (purple cap). I/2 NPT female threaded inlet. Rain Bird RD -0G -5 -F30 -F -NF -U U 1 2 Series 0 T H Tr Turf Spray, G.O'' Pop -Up, with 30 psi in -stem pressure regulation, 5eaI-A-Matic check valve, Flow-5hield Technology, and Non-Fotable Cover (purple cap). I/2 NPT female threaded inlet. 000(ti Rain Bird RD -0G -5 -F30 -F -NF -U U 15 Series 0 T H Tr Turf Spray, G.O'' Pop -Up, with 30 psi in -stem pressure regulation, 5eaI-A-Matic check valve, Flow-5hield Technology, and Non-Fotable Cover (purple cap). I/2 NPT female threaded inlet. ! Q ❑© Rain Bird RD -I 2-5-F30-`-N-U U8 Series 0 T H F 1 20" Pop -Up, with 30 psi in -stem pressure regulation, 5eaI-A-Matic check valve, Flow-5hield Technology, and Non-Fotable Cover (purple cap). 112" NPT female threaded inlet. ED 10 Rain Bird RD -I 2-5-F30-`-N-U U 10 Series 0 T H F 1 20" Pop -Up, with 30 psi in -stem pressure regulation, 5eaI-A-Matic check valve, Flow-5hield Technology, and Non-Fotable Cover (purple cap). 112" NPT female threaded inlet. 19IV [IV ® Rain Bird RD- 12 -5 -F30 -F -N -U U 1 2 Series 0 T H Tr TO F 1 20" Pop -Up, with 30 psi in -stem pressure regulation, 5eaI-A-Matic check valve, Flow-5hield Technology, and Non-Fotable Cover (purple cap). 112" NPT female threaded inlet. EF 19 [ME Rain Bird RD -1 2-5-F30-`-N-U U 15 Series 0 T H Tr TO F 1 20" Pop -Up, with 30 psi in -stem pressure regulation, 5eaI-A-Matic check valve, Flow-5hield Technology, and Non-Fotable Cover (purple cap). 112" NPT female threaded inlet. SYMBOL MAN UFACTURER(MODEUDE5CRIFTION 1.5 Hunter 1-20-04-55-R Turf Rotor, 4.0" Pop -Up. AdLu5table and Full Circle. 5tainle55 Steel Riser. Drain Check Valve. Standard Nozzle. With Reclaimed Water Furple ID. ® Hunter1-20-04-55-K Turf Rotor, 4.0" Pop -Up. AdLu5table and Full Circle. 5tainle55 Steel Riser. Drain Check Valve. Standard Nozzle. With Reclaimed Water Furple ID. ® Hunter1-20-04-55-K Turf Rotor, 4.0" Pop -Up. AdLu5table and Full Circle. 5tainle55 Steel Riser. Drain Check Valve. Standard Nozzle. With Reclaimed Water Furple ID. Hunter1-20-04-55-K Turf Rotor, 4.0" Pop -Up. AdLu5table and Full Circle. 5tainle55 Steel Riser. Drain Check Valve. Standard Nozzle. With Reclaimed Water Furple ID. Hunter1-20-04-55-K Turf Rotor, 4.0" Pop -Up. AdLu5table and Full Circle. 5tainle55 Steel Riser. Drain Check Valve. Standard Nozzle. With Reclaimed Water Furple ID. 1/ Hunter1-25-04-55-K Turf Rotor, 4.0" Pop -Up. AdLu5table and Full Circle. 5tainle55 Steel Riser. Drain Check Valve. Standard Nozzle. With Furple Cover for Reclaimed Water ID. 18 Hunter1-25-04-55-K Turf Rotor, 4.0" Pop -Up. AdLu5table and Full Circle. 5tainle55 Steel Riser. Drain Check Valve. Standard Nozzle. With Furple Cover for Reclaimed Water ID. SYMBOL MAN UFACTURER(MODEUDESCRIFTION Rain Bird FE5BR I ", 1-112', and 2'' Durable Chlorine-Re5i5tant Valve5 for Reclaimed Water Application5. With Scrubber Mechanism Technology, and Furple Flow Control Handle. 0 Hunter HQ-44LKC-R Quick coupler valve, purple rubber locking cover for reclaimed water use, red brass and 5tainle55 steel, with I " NPT inlet, 2 -piece body. �I Matco-Norca IORT 2'' to 8" ca5t iron gate i5olation valve. Ring -Tate Gasket Ends. Re5ilient wed 9e with epoxy coatin 9and optional nut. For IPS pipe. Same size a5 mainline pipe. PF Point of Connection 3'' R' See plan notes Z Point of Connection 4'' SEE PLAN NOTES Irrigation Lateral Line: PVC CIa55 200 SDR 21 Provide Iavendar colored pipe to indicate non -potable water 5upply. Irrigation Mainline: PVC CIa55 200 SDR 21 - 4'' Provide Iavendar colored pipe to indicate non -potable water 5upply. Pipe Sleeve: PVC CIa55 200 SDR 21 (I ) 4'' sleeve, unless otherwise noted. Pipe sleeve size shall be minimum 2 pipe sizes larger than the pipe passing through it. Extend sleeves 18" beyond edges of paving or construction, and mark both ends with a 3'' "V" in pavement. Valor Callout # Valve Number # # Valve Flow Valve Size 1 r, IM . . W W G W Y MANN F51 V 540 + i i 1 5402.110 402.10 W W i ■ W . 30 W W f .• ~ W W W W . i. W W _ i W i •` W i , i •i W W� W O: W W W 30 W W W W W W W W W W W W W W W i W W W W W W i W W W W W W �' • '," , W ' W W W i W W W i W i W W W i V W •'ti• l�.• A i W W i W i i i i W i W i i i i i •YL"' W W i W W i W W W W W i W W W �• •' W .. •• 30 W W W W W W W W W W W W W W i W 14 ' i i i i W i i W i i W i i W i i / �' •• W W W W i W W W W W i W i W W W .••1,�• t:•,• :: 1�Ir'. . •. •. W W W W W W W W i W W W W W i W W • W W i W W W i W W i W W •' •" 30 i i i i W i i i W i i W i i W i i i �• +.1 �'~ " aL... W i W W W W i W W W W W W i W i W •.. W W W W i W W W W W i W W W W W W W W 1 , •. . ., • i i W i W W i i i W i i W i i i W W i i . t •. %, "f' ' W W i W W i W W W i W i W W W W i i W •'1• r ' . " W W W W W W W W W W W W V'� W W W W W �•..' .• "'i•• •• 30 W 1rr W W i W W W i W W i W W W i V W W W W W W W W W W W W W W W W W W i W W W W .•�' W i W W i i i W i W i i i W W i i i i W 2W W W i W W W i W W W W W W W i W W W 7 30 i 1t/2r' W W l °' W W W i W W i W W W i W W i W W W W W i W i • W W i W W W W W W W W W W i W W W ° 30 W W i W i W W W i W W i 11W' 1Y2'4 i i i i i i i i i i i i i i •'• � •'' W W W W i W i W W W W i W i W W W i W i i ' W i i W i i i W i i W i i i W i i i i i W i W W i W W i W i W W W W W •. �• •. •• , 30 i W W W W i i W W W i W i W W W W '• • W W W W W W i W i W W i V W W W W W I i i W i W W i i W Y W i i i W W i i i i i W i i i i i i i i i i i W i i i I 1, W i W W W i W W W W W i W W W W 1 i i i W i W i i i i i i W i i i W i 1 0 •. F51 GFM RADIUS W W W W W i W W W W i W W W W i V 1" 10.2 45 1.50 27' W i i W i W i W i i W i i i W i i i i i i W1 45 2.00 30' i i W W W i i W i i W i i i W W i i i i W i i i i i i W i i i i i i W i i cc W W W W W i W W W W W W i W i W W G 1 2 •. W W W i W W i W W i W W W i V W W W i i W W i i i i i i W i i W i i i W i 1" 15.0 i• 45 3.00 34' W W W i W W W W W i W W i W W W i V W i W i i i W i i W i i i W W i i i i i W W 45 4.00 3G' 45 5.00 37' 50 1 O. 1 45' 50 14.5 52' . I S IS MiAM (1) 6" MAINLINE SLEEVZ ■I®� �Qlh®I -SLEEVE F W W IM W W W W A i W W W W W e W W W W i W i W i W W W W i i i i i W W W W W W i i W i i W i W i V W W W W i W W W W W W i i W i W W i W W W W W W W W W W W W W W W W i W i W W W 1® . Will r will Zz� �a ADJUST EXISTING HEADS A IPLANTING AREA. ' CONNECT NEW HEADS TO EXISTING LATERAL PIPING. (1) 6" MAINLINE' SLEEVE (1) 4" WIRE SLEEVE, TYP. AT ALL MAINLINE SLEEVE SANITARY MANHOLE WATER `RIM ELEV. 5399.33' RIME 99.16' INV IN: 5399.33 (W) INV OUT: 5399.33 (E)� §MRM MA RIM 5399.12' INV IN: 5399.12' I INV IN: 5399.12' INV IN: 5399.12' (W) INV OUT: 5399.12' (E) ISOT o 8 Mir LM MM s� � ( © 1, � •• • - �, • VI _ KIP ' -- �111FIELD ADJU LATERAL• �P BASE BID IRRIGATION PLAN ENLARGEMENT - NORTH Scale: 1 " = 20' 0000 0000 13 1Y2"2 141 ' 1yz" 15.0 16 2-T4 18 V 1 ■W N1 REMOVE EXISTING SPRAY HEADS THIS AREA. ABANDON EXISTING LATERAL. \ i I I I I I m�iR .6 DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net vd heat� o Q VC O c•�afn9 0�415. LU CD _0 �w �o LU i � I d V � lai all 1 1 .............................................. .... .... ..".".".".".".".".".".".".".".".".".".".".".".".".".".". Project No.: 22108.00 ............................................... ............ ... EXISTING CONTROLLERS. REMOVE EXISTING Issued For: Date: TRADITIONAL WIRE CONTROLLER AND RETURN TO ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' . . . Bid Set 04.16.21 OWNER. EXTEND NEW 2 -WIRE FROM EXISTING ._1 2 -WIRE CONTROLLER TO THE NORTH AREAS. UTILIZE ""� ......... EXISTING SLEEVES FOR EXISTING TRADITIONAL . . . . . 1 . WIRES. CONNECT TO EXISTING . WIRE PATH. . I. ."I.. 1.. . .I. .,. . """ I"""""""" ..Drafted By: MR, SB, SM, AP �. ............ I........................................�............... Checked By: ES, CH ............4 ...................................... t ............. . . .I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . All drawings and written material ° . . . . . . . . . . . l . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . appearing herein constitute original and '�' 'I' unpublished work of Design Concepts and I ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' may not be duplicated, used or disclosed. ............I ...................................... .............. . . . . . . . . . . .I----------- . . . . . . . . . .I: . . . . . . . . . . . . . . . ........................... . . . . . . . . . . . . . .I. . . . . . . . . . . . . . . . ........... 1 IRRIGATION ..,.... . 1. 1. . ................ ........... ............................... ...............� PLAN ENLARGEMENT- 1 ............ .. .............................. NORTH ". . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . ............1 ............................ ..........1 .......................... NORTH 0 20' 40' I ■ ............................ SCALE: 1 " = 20'-0" IM REMOVE EXISTING SPRAY HEADS THIS AREA. ABANDON EXISTING LATERAL. \ i I I I I I m�iR .6 DESIGN CONCEPTS Community+Landscape Architects 211 North Public Road, Suite 200 Lafayette CO 80026 303 664 5301 www dcla net vd heat� o Q VC O c•�afn9 0�415. LU CD _0 �w �o LU i � I d V � lai all 1 1 .............................................. .... .... ..".".".".".".".".".".".".".".".".".".".".".".".".".".". Project No.: 22108.00 ............................................... ............ ... EXISTING CONTROLLERS. REMOVE EXISTING Issued For: Date: TRADITIONAL WIRE CONTROLLER AND RETURN TO ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' . . . Bid Set 04.16.21 OWNER. EXTEND NEW 2 -WIRE FROM EXISTING ._1 2 -WIRE CONTROLLER TO THE NORTH AREAS. UTILIZE ""� ......... EXISTING SLEEVES FOR EXISTING TRADITIONAL . . . . . 1 . WIRES. CONNECT TO EXISTING . WIRE PATH. . I. ."I.. 1.. . .I. .,. . """ I"""""""" ..Drafted By: MR, SB, SM, AP �. ............ I........................................�............... Checked By: ES, CH ............4 ...................................... t ............. . . .I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . All drawings and written material ° . . . . . . . . . . . l . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . appearing herein constitute original and '�' 'I' unpublished work of Design Concepts and I ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' may not be duplicated, used or disclosed. ............I ...................................... .............. . . . . . . . . . . .I----------- . . . . . . . . . .I: . . . . . . . . . . . . . . . ........................... . . . . . . . . . . . . . .I. . . . . . . . . . . . . . . . ........... 1 IRRIGATION ..,.... . 1. 1. . ................ ........... ............................... ...............� PLAN ENLARGEMENT- 1 ............ .. .............................. NORTH ". . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . ............1 ............................ ..........1 .......................... NORTH 0 20' 40' I ■ ............................ SCALE: 1 " = 20'-0" 44" City of Wheat Ridge _A� Commercial Accessory Structure PERMIT - 202002071 PERMIT NO: 202002071 ISSUED: 07/06/2021 JOB ADDRESS: 11300 W. 44th Ave EXPIRES: 07/06/2022 JOB DESCRIPTION: Prospect Park - Demo and reconstruct pavilion with adjacent ADA parking and surrounding amenities - 9.500 sq ft total *** CONTACTS *** OWNER (303)205-7553 CITY OF WHEAT RIDGE *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 0.00 FEES ** TOTAL ** 0.00 *** COMMENTS *** *** CONDITIONS *** A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IBC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. Landscaping removed or damaged during construction must be replaced prior to final inspection. All lighting shall be in conformance with Section 26-503 of the Zoning and Development Code with fixtures fully shielded so that the source of the illumination is not visible from adjacent properties and streets. All parking and driving areas shall be in conformance with Section 26-501 of the Zoning and Development Code. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. 44" City of Wheat Ridge _A� Commercial Accessory Structure PERMIT - 202002071 PERMIT NO: 202002071 ISSUED: 07/06/2021 JOB ADDRESS: 11300 W. 44th Ave EXPIRES: 07/06/2022 JOB DESCRIPTION: Prospect Park - Demo and reconstruct pavilion with adjacent ADA parking and surrounding amenities - 9.500 sq ft total I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 07/06/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: i 1 • L, �l � i , �h a �• L Permit Number: au \ Ci. �,) d-! S � ;r• ❑ No one available for inspection: Time U AM/PM Re -Inspection required. Yes No When corrections have been made, schedule for re -inspection online at; http✓/www. ci. wheatridge. co. usfinspection Date: L-A Inspector: ,ryf DO NOT REMOVE THIS NOTICE a �. PS S ❑ No one available for inspection: Time U AM/PM Re -Inspection required. Yes No When corrections have been made, schedule for re -inspection online at; http✓/www. ci. wheatridge. co. usfinspection Date: L-A Inspector: ,ryf DO NOT REMOVE THIS NOTICE a CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: FA No one available for inspection: Time , AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http:lAvww. cL wheatridge. co. usfinspection Date: _t -Z_--, inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge ~ Commercial Roofing PERMIT - 201902456 PERMIT NO: 201902456 ISSUED: 11/21/2019 JOB ADDRESS: 11300 W. 44th Ave EXPIRES: 11/20/2020 JOB DESCRIPTION: Commercial re -roof installing composition asphalt shingles, 2 stories. Squares: 29; Pitch: 5/12 *** CONTACTS *** OWNER CITY OF WHEAT RIDGE SUB (303)426-8575 JEREMY SHULL 022254 INDEPENDENT ROOFING SPECIALIST *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,500.00 FEES Total Valuation 0.00 ** TOTAL ** 0.00 *** COMMENTS *** *** CONDITIONS *** COMMERCIAL FLAT ROOFS: In order to pass a final inspection on commercial elastomeric or similar type roofing, a WARRANTY LETTER from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. LADDER MUST BE SET FOR ALL ROOF INSPECTIONS: A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. ALL PITCHED ROOFS REQUIRE A MIDROOF INSPECTION REGARDLESS OF PITCH. MIDROOF & SHEATHING: Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and Mid -roof inspections may be called in at the same time, 100 percent of the sheathing must be complete and 25-75 percent of the midroof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. REGARDING ROOF VENTILATION: Roof ventilation shall comply with Building Division Policy BD -18-001 for Balanced Ventilation Systems, or manufacturer installation instructions, whichever is more stringent. FOR ROOF PITCH 6/12 AND OVER: Midroof & Final Roof inspections for ROOFS with 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. City of Wheat Ridge Commercial Roofing PERMIT - 201902456 PERMIT NO: 201902456 ISSUED: 11/21/2019 JOB ADDRESS: 11300 W. 44th Ave EXPIRES: 11/20/2020 JOB DESCRIPTION: Commercial re -roof installing composition asphalt shingles, 2 stories. Squares: 29; Pitch: 5/12 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorize? to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and t tall work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of Official Chief Building Ocial and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or gran mg of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any apptiC�jble code or aAlordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADS BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of p Wheat Midge COMMUNITY DEVELOI MENT Building & Inspection Services 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(aD_ci.wheatridge.co.us FOR OFFICE USE ONLY Date: //P Plan/Permit # Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Property Owner (please print): C��y D Phone: Property Owner Email: Tenant Name (Commercial Projects Only) ;Hoyze Property Owner Mailing Address: (if different than property address) Address: ZT60 k 2 ALIQ City, State, Zip: 110111116.111?1ad roo,�. Architect/Engineer: Architect/Engineer E-mail: Phone: Contractor Name: Ao�-,n5 Sp -C.ldl (Sh Z,,(- City LCity of Wheat Ridge License #: ?%222Sy Phone: 30 J5y17Z5_ Contractor E-mail Address: est For Plan Review Questions & Comments (please print): CONTACT NAME (please print):_ /-( 0_w Phone: 3°3 ` y�`" J-5 7.'.J- CONTACT �CONTACT EMAIL(p/ease print): /4144d"o @ 1ti o enf&a4-lncS�Ecja�(aCor, Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields. ?COMMERCIAL ❑ RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. �v� I LAawe' cow SLtVIA new cam Sq. FULF _ 2,'V4o _ BTUs Gallons Amps Squares r'or Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Car�E Construction Type: 4?oaJ' Occupancy Load: Square Footage: �210_ Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ e,5-00 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the applicationLAUTHORMEDREPRESEENTATITY�F CIRCLE ONE: (OWNER) (CONTRACTOR) orof (OWNER) (CONTRACTOR) Signature (first and last name):- DATE: Printed Name: L 4yL%D ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: Ch J03 7/-1091/ i CITY OF WHEAT RIDGE _1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 901 Und !a,Id Job Address: 11300 k/ 4v(2 Permit Number: �LO/$d X9,66 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes gN When corrections have been made, call for re -inspection at 303-234-5933 Date: g �� 9 Inspector: lyt - /- Y DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Electric PERMIT - 201802266 PERMIT NO: 201802266 ISSUED: 08/15/2018 JOB ADDRESS: 11300 W. 44th Ave EXPIRES: 08/15/2019 JOB DESCRIPTION: Replace pump feed; approx. 600 ft of 1 ft 1/4 in. pvc in trench; 3 - #6 copper phase conductors and 1 - #8 ground conductor; 10 amps *** CONTACTS *** OWNER CITY OF WHEAT RIDGE SUB (303)450-6691 Rick, Randy & Kelly Chestnut 021019 C & R Electrical Contractors, *** PARCEL INFO *** ZONE CODE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned USE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 5,000.00 FEES Total Valuation 0.00 No Fees 0.00 ** TOTAL ** 0.00 *** COMMENTS *** *** CONDITIONS *** Work must comply with the 2017 NEC, 2012 IBC and other applicable codes and ordinances. Work is ubject to field inspection. 1, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications= applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this petmtt. I further attest that I am legally authorized to include ali entities named within this document as parties to the work to be perf�Tmed�and that all wor to be�aerfoimed is disclosed in this document aryd/or its accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit all not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code o.f rdinance or ulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat�idge Comm UNrry DEVELOPMENT Building & Inspection Services Division 7500 W. 291' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: Permits(a)ci.wheatridae.co.us FOR OFFICE USE ONLY Date: Plan/Permit # au/ 9 Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Property Owner (please print): L, Property Owner Email: Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer E-mail: Phone: Phone: Contractor Name: C�, F_ [('�t��(c:,� City of Wheat Ridge License M Phone: 11�9 t Contractor E-mail Address: fi 1 ck"CJ r_ C Llx111ca For Plan Review Questions & Comments (please print): CONTACT NAME (please print): \1 A ( AN�ff� Ltit Phone: CONTACT EMAIL(please print): Sal\1C' Sub Contractors (Must provide Wheat Ridge License No.): Electrical: E-.. c._t j -i c c, � C1 lel f tubing: Mechanical: W.R. City License # W.�#.-bity License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # COMMERCIAL ❑ RESIDENTIAL Description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. cn rt � l 'mrox - Sq. FULF BTUs Amps ! L Squares Gallons Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) tCtTRACT]OR,or(AUTHOR,(ZED REPRESENTAT/VE) of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: r Printed Name: A( ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: Proposed Route of New Feeder Existing Electrical Service Existing 7.5 HP Pump Prospect Park City of Wheatridge CO W 44th Ave & Robb St 80033 Exisiting Electrical Panel 277/480v 3 Phase ---------------------- Scope of Work Replace Conduit and wiring from existing electrical panel to existing pump panel 11/4" Conduit (3) #6 Cu Thwn (1) #8 Cu Thwn Ground Existing 3P 20a Breaker Exisiting Pump Controller Existing 7.5 HP Pump C&R Electrical Contractors Inc 10475 Irma Dr #13 Northglenn CO 80233 303-450-6691 crelec@comcast.net REINFORCING STEEL OBSERVATIONS REPORT Irerracon Report Number: 25171132.0059 Service Date: 01/05/18 10625 W 170 Frontage Rd N Ste 3 Report Date: 01/08/18 Wheat Ridge, CO 80033-1729 Task: Reinforcing Steel Observations 303-423-3300 Client Project City of Wheat Ridge Prospect Park Phase I Construction -Wheat Ridge Attn: Mark Ruote 44th & Quail St 9110 West 44th Avenue Wheat Ridge, CO Wheat Ridge, CO 80033 Project Number: 25171132 SERVICES REQUESTED BY: Chris Stone with Colorado Designscapes OBSERVATION LOCATION(S): (4) Footings for North Dugout of the North Baseball Field (4) Footings for North Shelter near Football Field SPECIFICATIONS: Reinforcing Steel: Grade of Reinforcing Steel: 60 Dugout (12) #5 evenly spaced, Top Bottom (4) #4 J -Bars (for plate) (3) #3 ties Shelter (4) #5s (4) evenly spaced ties (3)#3 top ties Bar Clearance: 3" OBSERVATION ITEMS: Reinforcing Steel Meets Specification: Yes Stirrups Meets Specification: Yes Bar Clearance Meets Specification: Yes Bars Clean: Yes Size of Member(s) Meets Specification: Yes Anchor Bolts: Dugout 1" X 14" Embeds Observed: Yes OBSERVATION RESULTS: Based on our observations, the reinforcing steel placement at the above -referenced locations is/are in general accordance with the identified project drawings. REFERENCED DRAWINGS: Icon Shelter Systems Drawings Sheet 3 dated 3/4/17. The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0001, 6-30-11, Rev.9 Page I of 2 REINFORCING STEEL OBSERVATIONS REPORT Irerracon Report Number: 25171132.0059 Service Date: 01/05/18 10625 W 170 Frontage Rd N Ste 3 Report Date: 01/08/18 Wheat Ridge, CO 80033-1729 Task: Reinforcing Steel Observations 303-423-3300 Client Project City of Wheat Ridge Prospect Park Phase I Construction -Wheat Ridge Attn: Mark Ruote 44th & Quail St 9110 West 44th Avenue Wheat Ridge, CO Wheat Ridge, CO 80033 Project Number: 25171132 EXCEPTIONS: None COMMENTS: Dug out footings were already in place at the time of rebar inspection. Services: Reinforcing Steel Observation Terracon Rep.: Scott Foshag Reported To: Chris Stone with Colorado Designscapes Contractor: Designscapes of Colorado Report Distribution: (1) City of Wheat Ridge, Mark Ruote (1) Colorado Designscapes, Inc., Chris Stone (1) Design Concepts, Erik Spring (1) JVA Inc, Xavier Torrents Reviewed By:A-21 c) R ss C. ambourger Senior Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Ci000l, 6-30-11, Rev 9 Page 2 of 2 1�6v3�cy 7-)c)/-L0�)3&C/ CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 25171132.0060 Service Date: 01/05/18 10625 W 170 Frontage Rd N Ste 3 Report Date: 02/13/18 Revision 1 - 28 -day results Wheat Ridge, CO 80033-1729 Task: Concrete Testing 303-423-3300 Client Project City of Wheat Ridge Prospect Park Phase I Construction -Wheat Ridge Attn: Mark Ruote 44th & Quail St 9110 West 44th Avenue Wheat Ridge, CO Wheat Ridge, CO 80033 Project Number: 25171132 Material Information Sample Information Specified Strength: 4,500 psi @ 28 days Mix ID: 17670 Supplier: Ready Mixed Concrete Batch Time: 1330 Plant: 02 Truck No.: 423 Ticket No.: 1428733 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Result Specification 33/4 0 -41/2 7.75 5 - 8 76 50-90 48 1 144.4 12.57 Laboratory Test Data Set Specimen Avg Diam. Area No. ID (in) (sq in) A 1 4.00 12.57 A 2 4.00 12.57 A 3 4.00 12.57 A 4 4.00 12.57 Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: 01/05/18 Sample Time: 1420 Scott Foshag Mostly Cloudy, Breezy 10/28 Batch Size (cy): 10 Direct Discharge 0 0 Footings, 3rd baseline dugout, Furthest East Footing (4 each) Footings, 3rd baseline dugout and Shelter near Football field A 5 01/06/18 Hold Initial Cure: Outside Final Cure: Moist Room Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Services: Cast Concrete Cylinders Terracon Rep.: Scott Foshag Reported To: Chris Stone with Colorado Designscapes Contractor: Designscapes of Colorado Report Distribution: (1) City of Wheat Ridge, Mark Ruote (I) Colorado Designscapes, Inc., Chris Stone Reviewed By: (1) Design Concepts, Erik Spring (1) JVA Inc, Xavier Torrents Ro K C. P ^mbourger Seni sect Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0001, 11-16-12,Rev.6 Page 1 of 1 dui - nZ 3C,,c/ Specimen Age at Maximum Compressive Date Weight Date Test Load Strength Fracture Received (lbs) Tested (days) (lbs) (psi) Type 01/06/18 8.40 01/12/18 7 43,680 3,480 4 01/06/18 8.40 02/02/18 28 55,700 4,430 5 01/06/18 8.40 02/02/18 28 59,720 4,750 3 01/06/18 8.40 02/02/18 28 59,640 4,750 3 Average (28 days) 4,640 A 5 01/06/18 Hold Initial Cure: Outside Final Cure: Moist Room Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Services: Cast Concrete Cylinders Terracon Rep.: Scott Foshag Reported To: Chris Stone with Colorado Designscapes Contractor: Designscapes of Colorado Report Distribution: (1) City of Wheat Ridge, Mark Ruote (I) Colorado Designscapes, Inc., Chris Stone Reviewed By: (1) Design Concepts, Erik Spring (1) JVA Inc, Xavier Torrents Ro K C. P ^mbourger Seni sect Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0001, 11-16-12,Rev.6 Page 1 of 1 dui - nZ 3C,,c/ C 0 Um L� Z C O LL O n O N O m Q U a m L m N O � o N m t v m N N N � rl O O d a 1O c z a w m 1O m a v 3 0 c V d A a Q a a � U L v 'z d p d a L 3 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ;�JS6 ' Job Address: Z60L Permit Number: 0 %t�z C/ Ll No one available for inspection: Time Re -Inspection required: Yep No, When corrections have been made, call for re -inspection at 303-234-5933 Date: 3° '%O Inspector: QV(/�— DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3 a 3 M i 5 C_ . Job Address: i I � o 0 `A +i -j t�V Permit Number: Q O/ -�- o r41r6 ❑ No one available for inspection: Time �� 69/pm Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: a "� > ) ) 3 Inspector�(�U-- i�.��- DO NOT REMOVE THIS NOTICE A , City of Wheat Ridge Commercial Miscellan PERMIT - 201700364 PERMIT NO: 201700364 ISSUED: 08/21/2017 JOB ADDRESS: 11300 W. 44th Ave EXPIRES: 08/21/2018 JOB DESCRIPTION: Prospect Park renovation to include new softball fields, football field, storm drainage system, new backstop fencing, fencing, new pavilion, new dugouts, and new trail and sidewalks - entire site approx. 453,488 sq ft. *** CONTACTS *** OWNER (303)422-5134 J B TURNER TRUST GC (303)287-4900 William R. King 170099 Levi Contractors Inc. GC (303)721-9003 Colorado Designscape 110175 Colorado Designscapes, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2, 000, 000. 00 FEES Total Valuation 0.00 No Fees 0.00 ** TOTAL ** 0.00 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. I by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and th ork be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of'OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change, of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6, The issuanc anting of a permit shall no be construed to be a permit for, or an approval of, an violation of any provision of any applicable od any ordin re �ti of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. mrnlWmlDr-or- + FOR OFFICE USE ONLY .�, City of Date: WheatK' e �i f7 COMMUNITY DEVELOPMENT _ Plan/Permit# Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Plan Review Fee: Office: 303-235-2855 * Fax: 303-237-8929 no � Inspection Line: 303-234-5933 Email: permitsCcDci.wheatridge.co.us Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. I Property Address: co 'F VC -0 S'OE't l,:) G� Property Owner (please print): ( 1ITV D F ��% rf t` ! ll)& Phone: Property Owner Email: PrW yE ,Co , uS Mailing Address: (if different than property address) Address: q t i0 Cv �- � 4 ' + 1- City, State, Zip: w 41�4'r �' I Architect/Engineer: `P6�5,�",'C�'ti'r—c °TS JV"� co-' Clz-rt(Fq L nry,,./FC Architect/Engineer E-mail: _cg 1 k a LSCO ;n,'E T Phone: 2503 r 'r'l Ee-1 < Contractor: -Tc 6C �Ee i PIE 0 4 t L td o pr'v "VC) c) Contractors City License #: Contractor E-mail Address: Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Phone: Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form D COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) P f V l (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) PC - /(/0 V.f -T-T-- P•¢ K t( T-0 7 ii/ C L L"o t Mew Sores; B.yGL )F�--rt<LId , r�dT £3��L �CL� ST�2�l i�R�9�,✓�ty�—SrSt�tir! (/(L -/o t// IV F�c/ n 07-S' A -r , r?t= 5- (-r 4el'Re'r. Sq. Ft./LF J{1 J FO' ,S9 r= T. Btu's Gallons Amps Squares Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 10,ona1060 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR)/ r (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Electronic Sienature (first and last name): '—�/ 1 V DATE: 7 DEPARTMENT USE ONLY ZONING COMMMENTS: � .01�' � OCCUPANCY CLASSIFICATION: Reviewer: IA n BUILDING DEPARTMENT COMMENTS: Reviewer: Building Division Valuation: $ Shelter Systems Inc 1455 Lincoln Ave. Holland, Michigan 49423 (800) 748-0985 Structural Calculations Job Number: 5291 Building Code: 2012 International Building Code Building Name: MCIOX42M-P3-30-105-19 Roof Pitch: 3.00/12 Primary Roof: M - Multi -rib panel 4-1 yam: me amerce Mo pnvw or "wove */&a Vp jfkoti ,od000gwotiom sW not be s pemA lbr, or on gW-do4 wW violodon ea MI'o/ powsrom olthe boa" COdeaofww Cw-*w—S-ft—if We wn ft to o%v owhorkv to vWW C(CWej the rovW m o/the OWAV Codes a other w*wRM Clow CW SW not be vw d I AVID S. U DAYTON, III p P� 32876 �SSIONA L E��~ TABLE OF CONTENTS 1. Structural Description 2. Design Criteria 3. Materials 4. Loads to the Foundation 5. Member and Connection Design 6. Computer Analysis Print Out STRUCTURE DESCRIPTION The structure was modeled using Robot Millenium structural analysis software. It was modeled as a cantilevered column system with column bases fixed and all rotational restraint released at the beam to column connections. Also purlins were modeled with pinned connections at each end. Other connections were modeled as moment connections. The roof deck was not utilized in the structural analysis except to provide lateral support to the rafters and purlins for gravity loads. For members subjected to bending and or axial loads due to wind uplift loads, the unbraced lengths of the members were defined as the distance between braced points or the full span if not braced between supports. Vertical loads were applied to the frame by loading the roof panel with a unit load and loading the tie beams and purlins with the resulting reaction. This procedure results in the member being loaded with a tributary area per unit length. This allows a simple load combination to be produced by applying a load factor equal to the load pressure. These simple load combinations were created for Dead load and Snow Load by specifying a negative pressure in the Z direction. They were created for Uplift components of wind load by specifying a positive pressure in the Z direction. Lastly they were created for Seismic loads by specifying a positive or negative pressure in the X or Y direction. Horizontal loads were applied to the frame by calculating the tributary area of the structure's horizontal profile and applying these areas to the nodes. This also results in the frame being loaded with a tributary area. Simple load cases are then created in the same mannor as the vertical loads. These simple load cases are created for the horizontal components of the wind loads. Design load combinations are then created by combining these simple load combinations in the manner the prescribed building code dictates. From the analysis, all member deflections and nodal displacements are within allowable limits. Member design envelopes are created by collecting every group of internal forces resulting from every design combination at five locations along the member and examining each one to find the one group that contains the largest value for each force element such as axial, shear or moment Connection design envelopes are created in the same way but only considering the location of the member at which that connection occurs. End plates are designed by applying beam end forces to the edges of the plate and calculating the resulting prying moment at the edge of the bolt holes. In determining the prying moment it is assumed that the area of the plate between bolts is fixed. All field connections are made with A-325 high strength bolts and are specified as snug tight connections. City of Wheat Ridge Building Division DESIGN CRITERIA BUILDING CODE 2012 International Building Code Basic Wind Speed (mph) V = 105.00 DEAD LOADS Total Dead Load (psf) = 10.06 Exposure classification = C Frame Weight (psf) = 7.06 Roofing Load (psf) = 1.2 Mean Roof Height (ft) = 15.00 Collateral Load (psf) = 1.80 SNOW LOADS/ROOF LIVE LOADS P = gzGCn Lr = Roof Live Load (psf) = 20 Pg = Ground snow Load (psf) = 30.00 qz = Basic wind Pressure (qz = Ct = Roof thermal Factor = 1.20 ASCE 7-05, Table 7-3 Ce = Snow exposure coefficient = 1.00 ASCE 7-05, Table 7-2 I = Occupancy importance factor = 1.00 ASCE 7-05, Table 7-4 Cs = Roof slope Factor = 1.00 ASCE 7-05, Figure 7-2 Pf = Flat Roof snow Load (psf) = 25.20 ASCE 7-05, Eq 7-1 Ps = Roof snow Load (psf) = 25.20 ASCE 7-05, Eq 7-2 WIND LOADS ASCE -7-05, Table 6-3 Enclosure = Open\Unenclosed Basic Wind Speed (mph) V = 105.00 Exposure classification = C Mean Roof Height (ft) = 15.00 P = gzGCn ASCE 7-05, Section 6.5.13 qz = Basic wind Pressure (qz = 0.00256KzKztKd(V^2)1 = 20.37 psf ASCE 7-05, Section 6.5.10 I = 1.00 ASCE 7-05, Table 6-1 Kd = 0.85 ASCE 7-05, Table 6-4 Kz = 0.85 ASCE -7-05, Table 6-3 Kzt = 1.00 ASCE 7-05, Section 6.5.7 G = 0.85 ASCE 7-05, Section 6.5.8 Cq Pressure (PSF) Windward Roof 1 0.80 13.85 Windward Roof 2 -0.80 -13.85 Leeward Roof 1 0.80 13.85 Parallel Roof 1.30 0.00 Windward Wall -0.80 -13.85 SEISMIC LOADS Occupancy Importance Factor (I) = 1.00 Mapped Spectral Response Acceleration, Ss = 0.19 Mapped Spectral Response Acceleration, Sl = 0.06 Seismic Site Class = D Spectral Response Coefficient, Sds = 0.21 Spectral Response Coefficient, Shc =0.10 Seismic Design Category = B Basic Seismic -Force Resisting System; Cantilevered Column Construction (Steel) Design Base Shear, V = 2.08 Seismic Response Coefficient, Cs = 0.21 Response modification factor, R = 1.00 Analysis Procedure Used; Equivalent Lateral Force Analysis LIl�7:liZK�luI�f�J 1�[i�y ASCE 7-05, Section 2.4 1. D 2. D+Lr 3.D+S 4. D + 0.75(Lr or S) 5.D+W or 0.7E 6. D + 0.75(W or 0.7E) + 0.75(Lr or S) 7.0.6D + W 8. 0.61) + 0.7E ASCE 7-05, Table 11.5-1 ASCE 7-05, Figure 22-1 ASCE 7-05, Figure 22-2 2009 IBC 1613.5.2 ASCE 7-05 Eq 11.4-3 ASCE 7-05 Eq 11.4-4 2009 IBC, Table 1613.5.6(1) ASCE 7-05 Table 12.2-1 ASCE 7-05 Eq 12.8-1 ASCE 7-05, Eq 12.8-2 ASCE 7-05, Table 12.2-1 ASCE 7-05, Table 12.6-1 MATERIALS Plate steel: ASTM A36 High Strength Bolts: ASTM A325 Welding Process: GMAW Welding Electrode: ER70S-X Member steel: ASTM A500 Grade B Member Title Section Count Bar List CLI HSS14X6X0.25 4 191920 RFI HSS 12X6X0.1875 4 5 15 1829 TBI HSS4X3X0.125 3 2to4 TBTI HSS4X3X0.125 2 2125 PUl HSS4X4X0.125 9 6to8101113141617 PUT1 HSS4X4X0.125 6 22to24 26to28 City of Wheat Ridge Building Division LOADS TO THE FOUNDATION The Table(s) below represent the loads to the foundation from an individual column. Individual columns are grouped by similar loadings. All loads are given in a coordinate system local to the column. The Y axis is the strong axis of the column and the Z axis is the weak axis. The Positive Z axis points toward the inside of the building. DL = Service level dead load reaction with the greatest axial load SL = Service level snow load reaction with the greatest axial load W -uplift = Service level wind load reaction with the greatest uplift load W -Y = Service level wind load reaction with the greatest magnitude of shear in the local Y direction W -Z = Service level wind load reaction with the greatest shear value acting in the same direction as the DL shear load. E -Y = Service level seismic load reaction with the greatest magnitude of shear in the local Y direction E -Z = Service level seismic load reaction with the greatest magnitude of shear in the local Z direction Column Label Fx (Kip) Fv (Kip) Fz (Kip) Mv(Kip-in) Mz(Kip-in) CLI DL 1.25 -0.02 -0.01 -56.07 -0.67 CLI SL 3.63 -0.09 -0.05 -202.81 -3.24 CLI W -UPLIFT -2.25 0.00 -0.52 287.36 -0.18 CLI W-FZ 3.04 -0.04 0.72 -306.32 -1.58 CLI W -FY 1.61 -0.31 0.48 -169.03 -25.71 CLI E-FZ 0.00 0.00 0.30 -36.35 0.09 CLI E -FY -0.07 -0.28 0.08 -6.44 -23.98 IC 0,W ICON STRUCTURE: MCIOX42M-P3-30-105-19-CL1 Shelter Systems Inc Foundation Design (Spread Type) City of Wheat Ridge Building Division Z Calculate the size of the footing (based on soil pressure due to service loads) Length 5.50 Preliminary Width(ft) 9.33ft 9.33 Preliminary Length (ft) 3.00 Preliminary Thickness(ft) 10.00 Base Plate Wdth (in) 13.00 Base Plate Length (in) 8.00 Column Width (in) Width 8.00 Column Depth (in) Y 5.5 It Y 32.69 Effective Depth of Footing (in) 47.04 Section Modulus of the Footing (Y axis)(ft) 79.79 Section Modulus of the Footing (Z axis)(ft3) 4500.00 fc of the concrete (psi) (3) #4 ties within 1500.00 Allowable Soil Pressure (psf) 6" of top of footing 12 #5 bars each way. TBB. 5.00 Rebar Number 23.09 Weight of footing (K) (4) #4 Dowels f 3 f 1 3" cover typical Assume max allowable soil pressure of 1500 (psf) COMBO Fx (K) Fy (K) Fz (K) My (K - IN) Mz (K - IN) Mr (K - IN) Soil Pressure (psf) Sliding force(k) Max Fx MCIASCE(2.4.1.6)WXAg18 6.25 -0.12 0.5 -437.92 -4.28 437.94091 1352.08 0.51 Min Fx MCIASCE(2.4.1.7)WXBg0 -1.66 -0.02 -0.53 -197.74 -1.14 197.74329 769.16 0.53 Max Fy MCIASCE(2.4.1.5)WY1 -0.63 0.3 -0.49 -60.04 6.9 60.435185 551.30 0.57 Min Fy MCIASCE(2.4.1.7)WY2 2.35 -0.33 0.48 -202.67 -26.11 204.34496 882.11 0.58 Max Fz MCIASCE(2.4.1.5)WXAg18 4.29 -0.06 0.71 -362.39 -2.24 362.39692 1177.95 0.71 Min Fz MCjASCE(2.4.1.7)WXBg0 -1.66 -0.02 -0.53 -197.74 -1.14 197.74329 769.16 0.53 Max Mx MCIASCE(2.4.1.6)WXAg18 3.41 0.13 0.37 -254.24 4.57 254.28107 971.63 0.39 Min Mx MCIASCE(2.4.1.5)WY2 2.85 -0.33 0.47 -225.1 -26.37 226.63933 931.86 0.57 Max My MCIASCE(2.4.1.6)WXAg18 5.97 -0.12 0.49 386.46 -8.86 386.56155 1260.24 0.50 Min My MCIASCE(2.4.1.6)WXAg18 6.25 -0.12 0.5 -437.92 -4.28 437.94091 1352.08 0.51 Max Mz MCIASCE(2.4.1.5)WY2 1.7 0.24 -0.28 132.58 22.79 134.5245 741.81 0.37 Min Mz MCIASCE(2.4.1.5)WY2 2.85 -0.33 0.47 -225.1 -26.37 226.63933 931.86 0.57 `Soil Pressure does not exceed the allowable (OK) `All Fx forces are Positive (OK) Maximum Soil Pressure 1352.08 Lateral Sliding Coefficient 0.25 Resistance to sliding 6.85 Allowable Lateral Bearing 100.00 Lateral bearing resistance 2.80 Max Sliding Force 0.71 Factor of safety 13.54 (OK) Factored combinations COMBO Fx (k) Fy (k) Fz (k) My (k -in) Mz (k -in) Mr (k -in) qu_, (psf) Max Fx BIASCE(2.3.2.3)WXAg180 9.74 0.49 -0.21 7.25 636.83 636.87 867.72 Min Fx BjASCE(2.3.2.6)WXBg0 -2.72 -0.84 -0.02 1.75 319.83 319.83 607.11 Max Fy BIASCE(2.3.2.6)WY1 -1.69 -0.78 0.49 12 136.21 136.74 433.51 Min Fy BIASCE(2.3.2.4)WY2 5.88 0.74 -0.57 43.55 439.13 441.28 805.76 Max Fz BIASCE(2.3.2.6)WXAg180 5.99 1.14 -0.09 3.12 540.58 540.59 840.08 Min Fz BIASCE(2.3.2.4)WXBgO -0.61 -0.87 -0.08 5.5 198.2 198.28 486.73 Max Mx BjASCE(2.3.2.3)WXAg180 5.21 0.44 0.21 7.19 369.97 370.04 669.11 Min Mx BIASCE(2.3.2.4)WY2 5.88 0.74 -0.57 43.55 439.13 441.28 805.76 Max My BIASCE(2.3.2.3)WXAg180 9.4 0.48 -0.21 14.97 586.95 587.14 909.50 Min My BjASCE(2.3.2.4)WXAg180 8.18 1.12 -0.14 4.94 658.8 658.82 966.77 Max Mz BIASCE(2.3.2.4)WY2 3.29 -0.47 0.41 37.63 256.17 258.92 604.19 BIASCE(2. BIASCE(2.3.2.4)WY2 5.88 0.74 -0.57 43.55 439.13 441.26 805.76 City of Wheat Ridge Building Division Check Punching shear 43.19 Length of critical perimeter (in) 41.69 Width of critical perimeter (in) 169.75 bo(in) critical perimeter for punching shear 1.04 pc 1265.54 Shear Capacity (K) 9.74 Required Ultimate Strength(K) Check Flexural Shear Shear Parallel to the Width of the footing 24 Width of loaded section (in) 111.96 Length of loaded section (width of the footing) (in) 3.45 Factored shear force at this section (K) 417.35 Shear capacity of the footing (K) Shear Parallel to the length of the footing 49.98 width of loaded section (in) 66 Length of loaded section (length of the footing) (in) 18.48 Factored shear force at this section (K) 246.03 Shear capacity of the footing (K) Design for Flexure Bending about the axis Parallel to the Width of the footing 27.75 Width of loaded section (in) 111.96 Length of loaded section (width of the footing) (in) 55.20 Factored Moment at this section (K -in) 0.000113944706 K 0.000113952345 w 0.031277290582 As 0.001800000000 pmin (int in) 7.26 As(Min) 0.31 Abar 24.00 ANumber of bars 7.36 As(Actual) 1.03 a 12791.72 Mn (K -in) Bending about the axis Parallel to the length of the footing 51.48 width of loaded section (in) 66 Length of loaded section (length of the footing) (in) 510.82 Factored Moment at this section (K -in) 0.001788565421 K 0.001790451135 w 0.289700588882 As 0.001800000000 pmin (in2fin) 7.26 As(Min) 0.31 Abar 24.00 BNumber of bars 7.36 As(Actual) 1.03 a 12791.72 Mn (K -in) MEMBER DESIGN CLI Column Title: CLI Section Properties Count: 4 C. Rbt. Bar Location Fx Fy Fz ML Mz Horizontal Angle Start end: 0.00 Name HSS14X6X0.25 Horizontal Angle Finish end: 0.00 Depth (in) 14.00 Vertical Angle Start end: 0.00 Width (in) 6 .00 6.25 Vertical Angle Finish end: 04 Nominal Thickness (in) Min Fx Ky 2.1 2.10 Design Thickness (in) 0.23 Kz 2.10 Area (in^2) 8.96 L(ft) 9.00 MOI Strong (in^4) 222.00 Ly(ft) 9.00 MOI weak (in^4) 59.60 Lz(ft) 9.00 Section Mod. Strong (in13) 31.70 Max Fz MCI ASCE(2.4.1.5)WXAg180 Section Mod. Weak (in^3) 19.90 1 4.29 -0.06 0.71 -362.39 -2.24 Fy (ksi) 46 Design Envelope C. Rbt. Bar Location Fx Fy Fz ML Mz Allow. Label C. Name Num Num. Mprime LK- ILK K K -in K -in Increase Max Fx MCIASCE(2.4.1.6)WXAgl80 31 9 1 6.25 -0.12 0.50-437.92 -4.28 0.0( Min Fx MCIASCE(2.4.1.7)WXBgO 38 9 5-1.67 -0.02 -0.53 196.55 1.16 0.0( Max Fy MCIASCE(2.4.1.5)WYl 25 19 1-0.63 0.30 -0.49 -60.04 6.90 0.0( Min Fy MCIASCE(2.4.1.7)WY2 42 9 5 2.19 -0.33 0.48-150.95 9.09 0.0( Max Fz MCI ASCE(2.4.1.5)WXAg180 23 9 1 4.29 -0.06 0.71 -362.39 -2.24 0.0( Min Fz MCIASCE(2.4.1.7)WXBgO 38 19 5-1.50 -0.02 -0.53-254.44 0.58 0.0( Max Mx MCIASCE(2.4.1.6)WXAg180 31 20 1 3.41 0.13 0.37-254.24 4.57 0.0( Min Mx MCIASCE(2.4.1.5)WY2 26 9 5 2.58 -0.33 0.47-173.80 9.63 0.0( Max My MCI ASCE(2.4.1.6)WXAg180 31 19 5 6.24 -0.12 0.49 439.15 4.28 0.0( Min My MCIASCE(2.4.1.6)WXAg180 31 9 1 6.25 -0.12 0.50-437.92 -4.28 0.0( Max Mz MCIASCE(2.4.1.5)WY2 26 1 1 1.70 0.24 -0.28 132.58 22.79 0.0( Min Mz MCIASCE(2.4.1.5)WY2 26 9 1 2.85 -0.33 0.47-225.10 -26.37 0.0( Compactness: Slender Slender Section Properties P (K) Mprime M orth Atrans Itrans Strans13 StransT Qa Fa ksi Label C. Num Axis(K-in) K -in) Lin^2 Lja^4 jjn^3 fjn^4 Min Mz 26 z 2.85 26.37 225.10 8.96 59.60 19.90 19.90 1.00 16.68 Max Mz 26 z 1.70 22.79 132.58 8.96 59.60 19.90 19.90 1.00 16.68 Min My 31 z 6.25 4.28 437.92 8.72 54.60 18.70 17.72 0.97 16.44 Max My 31 z 6.24 4.28 439.15 8.71 54.57 18.70 17.71 0.97 16.44 Min Mx 26 z 2.58 9.63 173.80 8.96 59.60 19.90 19.90 1.00 16.68 Max Mx 31 z 3.41 4.57 254.24 8.96 59.60 19.90 19.90 1.00 16.68 Min Fz 38 z -1.50 0.58 254.44 8.96 59.60 19.90 19.90 1.00 16.68 Max Fz 23 z 4.29 2.24 362.39 8.91 56.29 18.86 18.67 0.99 16.64 Min Fy 42 z 2.19 9.09 150.95 8.96 59.60 19.90 19.90 1.00 16.68 Max Fy 25 z -0.63 6.90 60.04 8.96 59.60 19.90 19.90 1.00 16.68 Min Fx 38 z -1.67 1.16 196.55 8.96 59.60 19.90 19.90 1.00 16.68 Max Fx 31 z 6.25 4.28 437.92 8.72 54.60 18.70 17.72 0.97 16.44 City of Wheat Ridge Building Division 9 Member Design Results Stress Allow ASD Label C. Name fa Fa fbv Fbv tbz Fbz Pev Fez Ratio Increa OK Min Mz MCIASCE(2.4.1.5)WY2 0.32 16.68 7.10 27.60 1.33 27.60 72.00 19.32 0.32 0.00 True Max Mz MQASCE(2.4.1.5)WY2 0.19 16.68 4.18 27.60 1.15 27.60 72.00 19.32 0.20 0.00 True Min My MCIASCE(2.4.1.6)WXA 0.70 16.44 13.81 27.60 0.24 27.60 72.00 19.32 0.55 0.00 True Max My MCIASCE(2.4.1.6)WXA 0.70 16.44 13.85 27.60 0.24 27.60 72.00 19.32 0.55 0.00 True Min Mx MCIASCE(2.4.1.5)WY2 0.29 16.68 5.48 27.60 0.48 27.60 72.00 19.32 0.23 0.00 True Max Mx MQASCE(2.4.1.6)WXA 0.38 16.68 8.02 27.60 0.23 27.60 72.00 19.32 0.32 0.00 True Min Fz MCIASCE(2.4.1.7)WXB 0.17 16.68 8.03 27.60 0.03 27.60 72.00 19.32 0.30 0.00 True Max Fz MCIASCE(2.4.1.5)WXA 0.48 16.64 11.43 27.60 0.12 27.60 72.00 19.32 0.45 0.00 True Min Fy MCIASCE(2.4.1.7)WY2 0.24 16.68 4.76 27.60 0.46 27.60 72.00 19.32 0.20 0.00 True Max Fy MCIASCE(2.4.1.5)WY1 0.07 16.68 1.89 27.60 0.35 27.60 72.00 19.32 0.09 0.00 True Min Fx MCIASCE(2.4.1.7)WXB 0.19 16.68 6.20 27.60 0.06 27.60 72.00 19.32 0.24 0.00 True Max Fx MQASCE(2.4.1.6)WXA 0.70 16.44 13.81 27.60 0.24 27.60 72.00 19.32 0.55 0.00 True iD CONNECTION DESIGN CLI I end - Base Plate Connection 3ASE PLATE WidtLCj!jj 10.00 Y edee(in) 1.25 De th in 14.00 Leneth(in) 21.00 Z edee(in) 1.25 Width in 6.00 Thick in 1.00 Bolt Count 4 Weld 0.25 Hole Dia.(in) 1.25 Weld Type Fillet 'EDISTAL Bolt Count 4 Use L bolts False Pedistal Leneth(in) 48.00 Bolt WOW 1.00 L Bolt Lee Leneth(in) 0.00 Pedistal Width(in) 48.00 Fu(psi) 58,000.00 Embedment(in) 10.00 F'c si 4,500.00 F si 36,000.00 Y spacine(in) 7.50 9 1 9.74 -0.21 0.49-636.83 Z spacing(in) 18.50 besien Envelo CONNECTION B. Shear B. Ten Limit C.Rbt. Bar Location Fx Fv Fz M Mz Allow. Label C. Name Num Num. LK -1 LKJ K-inj Ljj:jpj Increase Max Fx BIASCE(2.3.2.3)WXAgl80 49 9 1 9.74 -0.21 0.49-636.83 -7.25 0.0( Min Fx BIASCE(2.3.2.6)WXBgO 64 19 1-2.72 -0.02 -0.84-319.83 -1.75 0.0( Max Fy BIASCE(2.3.2.6)WY1 67 19 1-1.69 0.49 -0.78-136.21 12.00 0.0( Min Fy BIASCE(2.3.2.4)WY2 60 9 1 5.88 -0.57 0.74-439.13 -43.55 0.0( Max Fz B�ASCE(2.3.2.6)WXAg180 65 9 1 5.99 -0.09 1.14-540.58 -3.12 0.0( Min Fz BIASCE(2.3.2.4)WXBgO 56 19 1-0.61 -0.08 -0.87-198.20 -5.50 0.0( Max Mx 131ASCE(2.3.2.3)WXAg180 49 20 1 5.21 0.21 0.44-369.97 7.19 0.0( Min Mx BIASCE(2.3.2.4)WY2 60 9 1 5.88 -0.57 0.74-439.13 -43.55 0.0( Max My BIASCE(2.3.2.3)WXAgl80 49 19 1 9.40 -0.21 0.48 586.95 -14.97 0.0( Min My B1ASCE(2.3.2.4)WXAgl80 57 9 1 8.18 -0.14 1.12-658.80 -4.94 0.0( Max Mz BIASCE(2.3.2.4)WY2 60 1 1 3.29 0.41 -0.47 256.17 37.63 0.0( Min Mz BIASCE(2.3.2.4)WY2 60 9 1 5.88 -0.57 0.74-439.13 -43.55 0.0( CONNECTION B. Shear B. Ten Limit RESULTS Limit State State Weld Plate Plate Vn Vu Tn Tu Bolt Vn Vu Tn Tu throat Muv Muz Thick Thick C. Bolt Bolt Bolt Bolt Intera Weld Weld Weld Weld retic Plate Plate ReQ Act. Label Num (K) LK-)� coon K/in Win Win (K/in)in (K -in (K-in)in in Check Fastener Pullout Min Mz 60 13.71 0.93 22.06 14.02 0.70 5.57 0.02 11.25 3.25 0.15 32.32 2.63 0.54 0.75True Fastener Pullout Max Mz 60 13.71 0.62 22.06 8.94 0.45 5.57 0.02 11.25 2.03 0.09 18.94 2.95 0.41 0.75True Fastener Breakout Min My 57 13.71 0.56 29.47 34.92 0.84 5.57 0.03 11.25 4.26 0.19 48.89 0.00 0.66 0.75True Fastener Breakout Max My 49 13.71 0.26 29.47 30.69 0.73 5.57 0.01 11.25 3.85 0.17 42.24 0.00 0.61 0.75True Fastener Pullout Min Mx 60 13.71 0.93 22.06 14.02 0.70 5.57 0.02 11.25 3.25 0.15 32.32 2.63 0.54 0.75True Fastener Pullout Max Mx 49 13.71 0.24 22.06 9.99 0.47 5.57 0.01 11.25 2.42 0.11 27.07 0.00 0.49 0.75True Fastener Pullout Min Fz 56 13.71 0.87 22.06 6.30 0.35 5.57 0.02 11.25 1.40 0.06 16.63 0.84 0.38 0.75True Fastener Pullout Max Fz 65 13.71 0.57 22.06 14.57 0.70 5.57 0.03 11.25 3.50 0.16 40.57 0.00 0.60 0.75True Fastener Pullout Min Fy 60 13.71 0.93 22.06 14.02 0.70 5.57 0.02 11.25 3.25 0.15 32.32 2.63 0.54 0.75True Fastener Pullout Max Fy 67 13.71 0.23 22.06 5.14 0.25 5.57 0.02 11.25 1.08 0.05 12.22 1.97 0.33 0.75True Fastener Pullout Min Fx 64 13.71 0.21 22.06 10.18 0.48 5.57 0.02 11.25 2.23 0.10 27.92 1.21 0.50 0.75True Fastener Breakout Max Fx 49 13.71 0.27 29.47 32.99 0.78 5.57 i4 0.01 11.25 4.10 0.18 46.11 0.00 0.64 0.75Truge'tY of V1/heat Ridge Building Division MEMBER DESIGN PU1 Purlin Title: PU1 Section Properties Count: 9 Horizontal Angle Start end: 0.00 Name HSS4X4X0.125 Horizontal Angle Finish end: 0.00 Depth (in) 4.00 Vertical Angle Start end: 0.00 Width (in) 4.00 Vertical Angle Finish end: 0.00 Nominal Thickness (in) 0.13 Ky 1.00 Design Thickness (in) 0.12 0.00 0.0( Area (in 2) 1.77 Kz 1.00 MOI Strong (in^4) 4.40 L( 12.67 MOI weak (in^4) 4.40 Ly(ft) 3.00 Section Mod. Strong (in^3) 2.20 Lz(ft) 3.00 8.27 0.0( Min Fy Section Mod. Weak (in^3) 2.20 20 10 Fy (ksi) 46 Design Envelope C. Rbt. Bar Location Fx Fv Fz MyMz Allow. Label C. Name Num Num.LK K I L_1 (K) flLipl ifLialIncrease Max Fx MCIASCE(2.4.1.5)WY1 25 14 1 0.08 -0.01 -0.13 0.00 0.00 0.0( Min Fx MCI ASCE(2.4.1.6)WXAg180 31 16 5-0.14 0.05 -0.53 -13.74 -1.47 0.0( Max Fy MCIASCE(2.4.1.3)S 20 13 1 0.00 0.23 0.86 -22.21 8.27 0.0( Min Fy MCIASCE(2.4.1.3)S 20 10 5 0.00 -0.23 -0.86 -22.10 8.32 0.0( Max Fz MCIASCE(2.4.1.6)WXAg180 31 13 1 0.01 0.19 1.12 -28.24 7.86 0.01 Min Fz MCI ASCE(2.4.1.6)WXAg180 31 10 5 0.01 -0.19-1.12 -28.07 7.93 0.0( Max Mx MCIASCE(2.4.1.6)WXAgl80 31 17 1-0.01 -0.08 0.60 -9.78 -4.63 0.0( Min Mx MCIASCE(2.4.1.6)WXAgl80 31 13 5 0.01 -0.09-0.75 0.00 0.00 0.0( Max My MCIASCE(2.4.1.6)WXAgl80 31 10 3 0.01 -0.05 -0.18 21.50 -1.37 0.0( Min My MCIASCE(2.4.1.6)WXBg180 32 8 1 0.00 0.16 1.02 -28.37 6.50 0.0( Max Mz MCIASCE(2.4.1.6)WY2 34 13 1-0.01 0.20 0.90 -23.14 8.49 0.0( Min Mz MCIASCE(2.4.1.6)WY2 34 14 5 0.05 0.09-0.42 -6.69 -5.07 0.0( Compactness: NonCompact Member Design Results Stress Allow ASD Label C. Name fa Fa fbv Fbv Ibz Fbz Pev F_ez Ratio Increa OK Min Mz MCIASCE(2.4.1.6)WY2 0.03 15.13 3.04 27.60 2.30 27.60 16.14 287.65 0.20 0.00 True Max Mz MCIASCE(2.4.1.6)WY2 0.01 27.60 10.52 27.60 3.86 27.60 16.14 287.65 0.52 0.00 True Min My MCIASCE(2.4.1.6)WXB 0.00 27.60 12.90 27.60 2.95 27.60 16.14 287.65 0.57 0.00 True Max My MCIASCE(2.4.1.6)WXA 0.01 15.13 9.77 27.60 0.62 27.60 16.14 287.65 0.38 0.00 True Min Mx MCIASCE(2.4.1.6)WXA 0.01 15.13 0.00 27.60 0.00 27.60 16.14 287.65 0.00 0.00 True Max Mx MCIASCE(2.4.1.6)WXA 0.01 27.60 4.45 27.60 2.10 27.60 16.14 287.65 0.24 0.00 True Min Fz MCIASCE(2.4.1.6)WXA 0.01 15.13 12.76 27.60 3.60 27.60 16.14 287.65 0.59 0.00 True Max Fz MCIASCE(2.4.1.6)WXA 0.01 15.13 12.84 27.60 3.57 27.60 16.14 287.65 0.59 0.00 True Min Fy MCIASCE(2.4.1.3)S 0.00 27.60 10.05 27.60 3.78 27.60 16.14 287.65 0.50 0.00 True Max Fy MCIASCE(2.4.1.3)S 0.00 27.60 10.10 27.60 3.76 27.60 16.14 287.65 0.50 0.00 True Min Fx MCIASCE(2.4.1.6)WXA 0.08 27.60 6.25 27.60 0.67 27.60 16.14 287.65 0.25 0.00 True Max Fx MCIASCE(2.4.1.5)WY1 0.05 15.13 0.00 27.60 0.00 27.60 16.14 287.65 0.00 0.00 True W CONNECTION DESIGN PU1 I end - Purlin Connection Weld Depth(in) 4.00 Plate Depth(in) 6.00 Top Flanee Width(in) 1.75 Weld Width(in) 4.00 Plate Width(in) 4.38 Screwsl 3 Weld Type Square Plate Thick(in) 0.10 Screws2 4 Weld Size(in) 0.13 Plate An2le(de2) 90.00 Hole dig(in) 0.25 Increase Max Fx Fu ksi 65.00 Z edze(in) 0.50 -0.13 0.00 F ksi 50,000.00 Y spread(in) 3.00 Z spread(in) 0.75 Strap(true/falsel False Design Envelope C. Rbt. Bar Location Fx Fv Fz M_yMz Allow. Label C. Name Num Num. Weld LKJ � LK -J !Lin(K-in) Screw Increase Max Fx MCIASCE(2.4.1.5)WYl 25 14 1 0.08 -0.01 -0.13 0.00 0.00 0.0( Min Fx MCI ASCE(2.4.1.6)WXAg180 31 16 1-0.14 -0.05 0.54 -13.99 -1.39 0.0( Max Fy MCIASCE(2.4.1.3)S 20 13 1 0.00 0.23 0.86 -22.21 8.27 0.0( Min Fy MCIASCE(2.4.1.3)S 20 17 1-0.01 -0.09 0.29 -3.51 -4.11 0.0( Max Fz MCI ASCE(2.4.1.6)WXAg180 31 13 1 0.01 0.19 1.12 -28.24 7.86 0.0( Min Fz MCIASCE(2.4.1.7)WXBgO 38 13 1 0.00 0.01 -0.61 15.46 -0.91 0.0( Max Mx MCIASCE(2.4.1.6)WXAg180 31 17 1-0.01 -0.08 0.60 -9.78 -4.63 0.0( Min Mx MCI ASCE(2.4.1.6)WXAg180 31 13 1 0.01 0.19 1.12 -28.24 7.86 0.0( Max My MCIASCE(2.4.1.7)WXBgO 38 13 1 0.00 0.01 -0.61 15.46 -0.91 0.0( Min My MCIASCE(2.4.1.6)WXBg180 32 8 1 0.00 0.16 1.02 -28.37 6.50 0.0( Max Mz MCIASCE(2.4.1.6)WY2 34 13 1-0.01 0.20 0.90 -23.14 8.49 0.0( Min Mz MCIASCE(2.4.1.6)WXAgl80 31 17 1-0.01 -0.08 0.60 -9.78 -4.63 0.0( PURLIN CONNECTION RESULTS Block Block Weld Weld Weld Weld Screw Screw Screw Screw Shear Shear Shear Shear Ten Ten Pullout Pullout Shear Shear V Vv Nom Ult Nom Ult Nom Ult Nom Ult (K) Nom Ult Label C. Name P(K) LK K Win Win Win Win Chep Min Mz MCJASCE(2.4. -0.01-0.08 0.60 11.47 0.61 42.00 0.61 0.00 0.00 2.84 0.00 4.67 0.62 True Max Mz MCIASCE(2.4. -0.01 0.20 0.90 11.47 0.91 42.00 0.92 0.00 0.00 2.84 0.00 4.67 0.93 True Min My MCIASCE(2.4. 0.00 0.16 1.02 11.47 1.02 42.00 1.03 0.00 0.00 2.84 0.00 4.67 1.03 True Max My MCIASCE(2.4. 0.00 0.01 0.61 11.47 0.00 42.00 0.61 0.00 0.00 2.84 0.61 4.67 0.01 True Min Mx MQASCE(2.4. 0.01 0.19 1.12 11.47 1.12 42.00 1.14 0.00 0.00 2.84 0.00 4.67 1.14 True Max Mx MCIASCE(2.4. -0.01-0.08 0.60 11.47 0.61 42.00 0.61 0.00 0.00 2.84 0.00 4.67 0.62 True Min Fz MCIASCE(2.4. 0.00 0.01 0.61 11.47 0.00 42.00 0.61 0.00 0.00 2.84 0.61 4.67 0.01 True Max Fz MQASCE(2.4. 0.01 0.19 1.12 11.47 1.12 42.00 1.14 0.00 0.00 2.84 0.00 4.67 1.14 True Min Fy MCIASCE(2.4. -0.01-0.09 0.29 11.47 0.30 42.00 0.30 0.00 0.00 2.84 0.00 4.67 0.31 True Max Fy MCIASCE(2.4. 0.00 0.23 0.86 11.47 0.86 42.00 0.89 0.00 0.00 2.84 0.00 4.67 0.89 True Min Fx MCIASCE(2.4. -0.14-0.05 0.54 11.47 0.68 42.00 0.56 0.00 0.00 2.84 0.00 4.67 0.68 True Max Fx MQASCE(2.4. 0.08-0.01 0.13 11.47 0.00 42.00 0.13 0.00 0.00 2.84 0.13 4.67 0.01 True City of \Nheat Ridge guddint3 pwision 13 CONNECTION DESIGN PU1 J end - Purlin Connection PURLIN CONNECTION Weld Depth(in) 4.00 Plate Devth(in) 6.00 Top Flange Width(in) 1.75 Weld Width(in) 4.00 Plate Width(in) 4.38 Screwsl 3 Weld Type Square Plate Thick(in) 0.10 Screws2 4 Weld Size(in) 0.13 Plate Anele(dee) 90.00 Hole dia(in) 0.25 MCIASCE(2.4.1.5)WY1 25 Fu ksi 65.00 Z ed a in 0.50 0.0( Min Fx F ksi 50.00 Y spread(in) 3.00 -13.74 -1.47 0.0( Max Fy Z spread(in) 0.75 14 5-0.01 0.09 -0.30 -3.65 -4.07 Strap(true/false) False MCIASCE(2.4.1.3)S 20 10 5 0.00 -0.23 -0.86 Strap Screws 0 Design Envelope C. Rbt. Bar Location Fx Fv Fz My Mz Allow. Label C. Name Num Num. (K) LKI (K)(K-in) Weld (K -in) Increase Max Fx MCIASCE(2.4.1.5)WY1 25 14 5 0.08 0.02 0.17 3.08 -1.43 0.0( Min Fx MCI ASCE(2.4.1.6)WXAg180 31 16 5-0.14 0.05 -0.53 -13.74 -1.47 0.0( Max Fy MCIASCE(2.4.1.3)S 20 14 5-0.01 0.09 -0.30 -3.65 -4.07 0.0( Min Fy MCIASCE(2.4.1.3)S 20 10 5 0.00 -0.23 -0.86 -22.10 8.32 0.0( Max Fz MCIASCE(2.4.1.7)WXBgO 38 10 5 0.00 -0.01 0.61 15.37 -0.95 0.0( Min Fz MCI ASCE(2.4.1.6)WXAg180 31 10 5 0.01 -0.19 -1.12 -28.07 7.93 0.0( Max Mx MCIASCE(2.4.1.6)WXAg180 31 17 5-0.01 0.02 -0.47 0.00 0.00 0.0( Min Mx MCIASCE(2.4.1.6)WXAg180 31 13 5 0.01 -0.09 -0.75 0.00 0.00 0.0( Max My MCIASCE(2.4.1.7)WXBgO 38 10 5 0.00 -0.01 0.61 15.37 -0.95 0.0( Min My MCIASCE(2.4.1.6)WXBgl80 32 6 5 0.00 -0.16 -1.02 -28.30 6.55 0.0( Max Mz MCIASCE(2.4.1.3)S 20 10 5 0.00 -0.23 -0.86 -22.10 8.32 0.0( Min Mz MCIASCE(2.4.1.6)WY2 34 14 5 0.05 0.09 -0.42 -6.69 -5.07 0.0( PURLIN CONNECTION RESULTS Block Block Weld Weld Weld Weld Screw Screw Screw Screw Shear Shear Shear Shear Ten Ten Pullout Pullout Shear Shear Vh Vv Nom Ult Nom Ult Nom Ult Nom Ult (K) Nom Ult Label C. Name �� LK K Win Win Win(K/in) LK) LK Chep Min Mz MCIASCE(2.4. 0.05-0.09 0.42 11.47 0.42 42.00 0.43 0.00 0.00 2.84 0.00 4.67 0.43 True Max Mz MCIASCE(2.4. 0.00 0.23 0.86 11.47 0.86 42.00 0.89 0.00 0.00 2.84 0.00 4.67 0.89 True Min My MCIASCE(2.4. 0.00 0.16 1.02 11.47 1.02 42.00 1.03 0.00 0.00 2.84 0.00 4.67 1.03 True Max My MCIASCE(2.4. 0.00 0.01 0.61 11.47 0.00 42.00 0.61 0.00 0.00 2.84 0.61 4.67 0.01 True Min Mx MCIASCE(2.4. 0.01 0.09 0.75 11.47 0.75 42.00 0.76 0.00 0.00 2.84 0.00 4.67 0.76 True Max Mx MCIASCE(2.4. -0.01-0.02 0.47 11.47 0.48 42.00 0.47 0.00 0.00 2.84 0.00 4.67 0.48 True Min Fz MCIASCE(2.4. 0.01 0.19 1.12 11.47 1.12 42.00 1.14 0.00 0.00 2.84 0.00 4.67 1.14 True Max Fz MCIASCE(2.4. 0.00 0.01 0.61 11.47 0.00 42.00 0.61 0.00 0.00 2.84 0.61 4.67 0.01 True Min Fy MCIASCE(2.4. 0.00 0.23 0.86 11.47 0.86 42.00 0.89 0.00 0.00 2.84 0.00 4.67 0.89 True Max Fy MCIASCE(2.4. -0.01-0.09 0.30 11.47 0.31 42.00 0.31 0.00 0.00 2.84 0.00 4.67 0.32 True Min Fx MCIASCE(2.4. -0.14-0.05 0.53 11.47 0.67 42.00 0.55 0.00 0.00 2.84 0.00 4.67 0.67 True Max Fx MCIASCE(2.4. 0.08-0.02 0.17 11.47 0.00 42.00 0.17 0.00 0.00 2.84 0.17 4.67 0.02 True 14 MEMBER DESIGN PUT1 Purlin Title: PUT1 Section Properties Count: 6 Horizontal Angle Start end: 0.00 Name HSS4X4XO.125Depth Horizontal Angle Finish end: 0.00 (in) 4.00 Vertical Angle Start end: 0.00 Width (in) 4.00 Vertical Angle Finish end: 0.00 Nominal Thickness (in) 0.13 Ky 2.10 Design Thickness (in) 0.12 Kz 2.10 Area (in^2) 1.77 L(ft) 2.00 MOI Strong (in ^4) 4.40 Ly(ft) 2.00 MOI weak (in ^4) 4.40 Lz(ft) 2.00 Section Mod. Strong (in ^3) 2.20 0.0( Max Fy Section Mod. Weak (in ^3) 2.20 23 1 0.00 Fy (ksi) 46 Design Enyglope C. Rbt. Bar Location Fx lv Fz My Mz Allow. Label C. Name Num Num. (K) LK -1 LK -1(K -in) K -in Increase Max Fx MCIASCE(2.4.1.5)EY 28 22 1 0.01 0.01 0.03 -0.37 0.09 0.0( Min Fx MCIASCE(2.4.1.8)EY 44 27 3-0.01 0.00 0.01 -0.06 -0.02 0.0( Max Fy MCIASCE(2.4.1.3)S 20 23 1 0.00 0.06 0.22 -2.70 0.67 0.0( Min Fy MCIASCE(2.4.1.3)S 20 27 1 0.00 -0.06 0.22 -2.70 -0.67 0.0( Max Fz MCIASCE(2.4.1.6)WXAg180 31 23 1 0.00 0.04 0.30 -3.54 0.53 0.0( Min Fz MQASCE(2.4.1.7)WXBgO 38 27 1 0.00 -0.01 -0.16 1.94 -0.06 0.0( Max Mx MCIASCE(2.4.1.1)D 19 22 1 0.00 0.01 0.03 -0.37 0.09 0.0( Min Mx MCIASCE(2.4.1.8)EY 44 28 5 0.00 0.00 0.00 0.00 0.00 0.0( Max My MCIASCE(2.4.1.7)WXBgO 38 23 1 0.00 0.01 -0.16 1.94 0.06 0.0( Min My MCIASCE(2.4.1.6)WXAgl80 31 27 1 0.00 -0.04 0.30 -3.54 -0.53 0.0( Max Mz MCIASCE(2.4.1.3)S 20 23 1 0.00 0.06 0.22 -2.70 0.67 0.0( Min Mz MCIASCE(2.4.1.3)S 20 27 1 0.00 -0.06 0.22 -2.70 -0.67 0.0( Compactness: NonCompact Member Design Results Stress Allow ASD Label C. Name fa Fa 1� Fby Ibz Fbz F,ey Pez Ratio Increa OK Min Mz MCIASCE(2.4.1.3)S 0.00 27.60 1.23 27.60 0.30 27.60 146.76 146.76 0.06 0.00 True Max Mz MCIASCE(2.4.1.3)S 0.00 27.60 1.23 27.60 0.30 27.60 146.76 146.76 0.06 0.00 True Min My MCIASCE(2.4.1.6)WXA 0.00 27.60 1.61 27.60 0.24 27.60 146.76 146.76 0.07 0.00 True Max My MCIASCE(2.4.1.7)WXB 0.00 27.60 0.88 27.60 0.03 27.60 146.76 146.76 0.03 0.00 True Min Mx MCIASCE(2.4.1.8)EY 0.00 27.60 0.00 27.60 0.00 27.60 146.76 146.76 0.00 0.00 True Max Mx MCIASCE(2.4.1.1)D 0.00 27.60 0.17 27.60 0.04 27.60 146.76 146.76 0.01 0.00 True Min Fz MCIASCE(2.4.1.7)WXB 0.00 27.60 0.88 27.60 0.03 27.60 146.76 146.76 0.03 0.00 True Max Fz MQASCE(2.4.1.6)WXA 0.00 27.60 1.61 27.60 0.24 27.60 146.76 146.76 0.07 0.00 True Min Fy MCIASCE(2.4.1.3)S 0.00 27.60 1.23 27.60 0.30 27.60 146.76 146.76 0.06 0.00 True Max Fy MCIASCE(2.4.1.3)S 0.00 27.60 1.23 27.60 0.30 27.60 146.76 146.76 0.06 0.00 True Min Fx MCIASCE(2.4.1.8)EY 0.01 27.60 0.03 27.60 0.01 27.60 146.76 146.76 0.00 0.00 True Max Fx MCIASCE(2.4.1.5)EY 0.01 24.91 0.17 27.60 0.04 27.60 146.76 146.76 0.01 0.00 True City of Wheat Ridge Building Division W CONNECTION DESIGN PUT1 I end - Purlin Connection Weld Depth(in) 4.00 Weld Width(in) 4.00 Weld Type Square Weld Size(in) 0.13 Plate Depth(in) 6.00 Plate Width(in) 4.38 Plate Thick(in) 0.10 Plate An$le(dee) 90.00 Fu ksi 65.00 F ksi 50.00 Top Flanee Width(in) 1.75 Screwsl 3 Screws2 4 Hole dia(in) 0.25 Z edae(in) 0.50 Y spread(in) 3.00 Z spread(in) 0.75 Strap(true/false) False Design Envelope C. Rbt. Bar Location Fx Fv Fz HL Mz Allow. Label C. Name Num Num.K-in(K-in) Screw Screw Screw Screw Increase Max Fx MCIASCE(2.4.1.5)EY 28 22 1 0.01 0.01 0.03 -0.37 0.09 0.0( Min Fx MQASCE(2.4.1.8)EY 44 27 1-0.01 -0.01 0.02 -0.25 -0.06 0.0( Max Fy MCIASCE(2.4.1.3)S 20 23 1 0.00 0.06 0.22 -2.70 0.67 0.0( Min Fy MCIASCE(2.4.1.3)S 20 27 1 0.00 -0.06 0.22 -2.70 -0.67 0.0( Max Fz MCIASCE(2.4.1.6)WXAg180 31 23 1 0.00 0.04 0.30 -3.54 0.53 0.0( Min Fz MCIASCE(2.4.1.7)WXBgO 38 27 1 0.00 -0.01 -0.16 1.94 -0.06 0.0( Max Mx MCIASCE(2.4.1. l )D 19 22 1 0.00 0.01 0.03 -0.37 0.09 0.0( Min Mx MCIASCE(2.4.1.8)EY 44 28 1 0.00 0.00 0.01 -0.14 -0.04 0.0( Max My MCIASCE(2.4.1.7)WXBg0 38 23 1 0.00 0.01 -0.16 1.94 0.06 0.0( Min My MQASCE(2.4.1.6)WXAg180 31 27 1 0.00 -0.04 0.30 -3.54 -0.53 0.0( Max Mz MCIASCE(2.4.1.3)S 20 23 1 0.00 0.06 0.22 -2.70 0.67 0.0( Min Mz MCIASCE(2.4.1.3)S 20 27 1 0.00 -0.06 0.22 -2.70 -0.67 0.0( PURLIN CONNECTION RESULTS Block Block Weld Weld Weld Weld Screw Screw Screw Screw Shear Shear Shear Shear Ten Ten Pullout Pullout Shear Shear Vh Vv Nom Ult Nom Ult Nom Ult Nom Ult (K) Nom Ult Label C. Name 1>� � Win) (K/m) (K/in Win LKJ LK) LKI Chei Min Mz MCIASCE(2.4. 0.00-0.06 0.22 11.47 0.22 42.00 0.23 0.00 0.00 2.84 0.00 4.67 0.23 True Max Mz MCIASCE(2.4. 0.00 0.06 0.22 11.47 0.22 42.00 0.23 0.00 0.00 2.84 0.00 4.67 0.23 True Min My MCIASCE(2.4. 0.00-0.04 0.30 11.47 0.30 42.00 0.30 0.00 0.00 2.84 0.00 4.67 0.30 True Max My MCJASCE(2.4. 0.00 0.01 0.16 11.47 0.00 42.00 0.16 0.00 0.00 2.84 0.16 4.67 0.01 True Min Mx MQASCE(2.4. 0.00 0.00 0.01 11.47 0.01 42.00 0.01 0.00 0.00 2.84 0.00 4.67 0.01 True Max Mx MCJASCE(2.4. 0.00 0.01 0.03 11.47 0.03 42.00 0.03 0.00 0.00 2.84 0.00 4.67 0.03 True Min Fz MCIASCE(2.4. 0.00-0.01 0.16 11.47 0.00 42.00 0.16 0.00 0.00 2.84 0.16 4.67 0.01 True Max Fz MCIASCE(2.4. 0.00 0.04 0.30 11.47 0.30 42.00 0.30 0.00 0.00 2.84 0.00 4.67 0.30 True Min Fy MCIASCE(2.4. 0.00-0.06 0.22 11.47 0.22 42.00 0.23 0.00 0.00 2.84 0.00 4.67 0.23 True Max Fy MQASCE(2.4. 0.00 0.06 0.22 11.47 0.22 42.00 0.23 0.00 0.00 2.84 0.00 4.67 0.23 True Min Fx MCIASCE(2.4. -0.01-0.01 0.02 11.47 0.03 42.00 0.02 0.00 0.00 2.84 0.00 4.67 0.03 True Max Fx MCIASCE(2.4. 0.01 0.01 0.03 11.47 0.03 42.00 0.03 0.00 0.00 2.84 0.00 4.67 0.03 True m MEMBER DESIGN RF1 Rafter Title: RFI Section Properties Count: 4 Horizontal Angle Start end: 0.00 Name HSS 12X6XO.18 Horizontal Angle Finish end: 0.00 Depth (in) 12.00 Vertical Angle Start end: 14.04 Width (in) 6.00 Vertical Angle Finish end: 14.04 Nominal Thickness (in) 0.19 Ky 2.10 Design Thickness (in) 0.17 Kz 2.10 Area (in ^2) 6.06 L(ft) 10.31 MOI Strong (in ^4) 116.00 Ly(ft) 3.44 MOI weak (in^4) 40.00 Lz(ft) 3.44 Section Mod. Strong (in ^3) 19.40 18 1 0.14 0.13 -1.13 2.61 Section Mod. Weak (in^3) 13.30 0.0( Min Fy Fy (ksi) 46 Design Envelope C. Rbt. Bar Location Fx Fv Fz MyMz Allow. Label C. Name Num Num.K-in(K-in) Marime M orth Atrans Increase Max Fx MCIASCE(2.4.1.3)S 20 15 1 0.98 -0.06 3.70-265.48 -0.57 0.0( Min Fx MCIASCE(2.4.1.8)EX 43 18 4-0.05 0.00 -0.49 -21.72 0.06 0.0( Max Fy MCI ASCE(2.4.1.6)WXAg180 31 18 1 0.14 0.13 -1.13 2.61 3.16 0.0( Min Fy MCIASCE(2.4.1.5)WY2 26 15 1 0.14 -0.30 2.24-174.26 -8.16 0.0( Max Fz MCIASCE(2.4.1.6)WXAgl80 31 15 1 0.81 -0.07 5.02-385.36 -0.76 0.0( Min Fz MCI ASCE(2.4.1.6)WXAg180 31 18 5 0.81 0.07 -5.01 -386.47 -0.76 0.0( Max Mx MCI ASCE(2.4.1.6)WXAg180 31 29 1 0.34 0.00 2.70 -214.11 -0.92 0.0( Min Mx MCIASCE(2.4.1.6)WXAgl80 31 5 2 0.33 0.00 2.64-133.42 0.82 0.0( Max My MCIASCE(2.4.1.7)WXBgO 38 18 5 0.09 -0.04 1.83 197.75 0.80 0.0( Min My MCIASCE(2.4.1.6)WXAgl80 31 18 5 0.81 0.07 -5.01-386.47 -0.76 0.0( Max Mz MCIASCE(2.4.1.7)WY1 41 18 5 0.19 -0.28 0.96 83.00 7.97 0.0( Min Mz MCIASCE(2.4.1.5)WY2 26 15 1 0.14 -0.30 2.24-174.26 -8.16 0.0( Compactness: Slender Slender Section Properties P (K) Marime M orth Atrans Itrans StransB StransT Oa Fa ksi Label C. Num Axis K -in) iKARI fin^2 lia^4 fin^3 fin^4 Min Mz 26 z 0.14 8.16 174.26 5.98 37.55 12.69 12.35 0.99 24.39 Max Mz 41 z 0.19 7.97 83.00 6.06 40.00 13.30 13.30 1.00 24.71 Min My 31 z 0.81 0.76 386.47 5.54 33.40 12.26 10.20 0.91 22.73 Max My 38 z 0.09 0.80 197.75 5.94 37.24 12.66 12.17 0.98 24.26 Min Mx 31 z 0.33 0.82 133.42 6.06 40.00 13.30 13.30 1.00 24.71 Max Mx 31 z 0.34 0.92 214.11 5.89 36.78 12.62 11.92 0.97 24.06 Min Fz 31 z 0.81 0.76 386.47 5.54 33.40 12.26 10.20 0.91 22.73 Max Fz 31 z 0.81 0.76 385.36 5.54 33.42 12.26 10.21 0.91 22.74 Min Fy 26 z 0.14 8.16 174.26 5.98 37.55 12.69 12.35 0.99 24.39 Max Fy 31 z 0.14 3.16 2.61 5.16 29.20 11.73 8.32 0.85 21.27 Min Fx 43 z -0.05 0.06 21.72 5.93 37.14 12.65 12.12 0.98 24.22 Max Fx 20 z 0.98 0.57 265.48 5.75 35.54 12.49 11.27 0.95 23.56 City of V`Iheat Ridge Building Division 17 Member Design Results Stress Allow ASD Label C. Name fa Fa fbv Fbv fbz Fbz Pev Pez Ratio Increa OK Min Mz MCIASCE(2.4.1.5)WY2 0.02 21.38 8.98 27.60 0.66 27.60 42.46 131.56 0.35 0.00 True MaxMz MCIASCE(2.4.1.7)WYl 0.03 21.38 4.28 27.60 0.60 27.60 42.46 131.56 0.18 0.00 True Min My MCIASCE(2.4.1.6)WXA 0.13 21.38 19.92 27.60 0.07 27.60 42.46 131.56 0.73 0.00 True Max My MCIASCE(2.4.1.7)WXB 0.01 21.38 10.19 27.60 0.07 27.60 42.46 131.56 0.37 0.00 True Min Mx MCIASCE(2.4.1.6)WXA 0.05 21.38 6.88 27.60 0.06 27.60 42.46 131.56 0.25 0.00 True Max Mx MQASCE(2.4.1.6)WXA 0.06 21.38 11.04 27.60 0.08 27.60 42.46 131.56 0.41 0.00 True Min Fz MCIASCE(2.4.1.6)WXA 0.13 21.38 19.92 27.60 0.07 27.60 42.46 131.56 0.73 0.00 True Max Fz MCIASCE(2.4.1.6)WXA 0.13 21.38 19.86 27.60 0.07 27.60 42.46 131.56 0.73 0.00 True Min Fy MCIASCE(2.4.1.5)WY2 0.02 21.38 8.98 27.60 0.66 27.60 42.46 131.56 0.35 0.00 True Max Fy MCIASCE(2.4.1.6)WXA 0.02 21.27 0.13 27.60 0.38 27.60 42.46 131.56 0.02 0.00 True Min Fx MQASCE(2.4.1.8)EX 0.01 24.22 1.12 27.60 0.00 27.60 42.46 131.56 0.04 0.00 True Max Fx MQASCE(2.4.1.3)S 0.16 21.38 13.68 27.60 0.05 27.60 42.46 131.56 0.51 0.00 True 18 CONNECTION DESIGN RF1 I end - End Plate Connection END PLATE Depth of Cut (in) 12.37 Length (in) 12.50 Bolt Count 4 Weld Size 0.1 Width of cut (in) 6.00 Width (in) 6.00 Bolt Size (in) 0.75 Weld Square Thick in 0.63 Vert. Spread(in) 10.00 Anele (deg) 90.00 Hor. Spread(in) 1.75 Fu 65.00 Flange 0.25 F 50.00 (Design Envelope End Plate Connection Results C. Rbt. Bar Location Fx Fy Fz My Mz Allow. Label C. Name Num Num. LK -1 (K) LK) K -in K -in Increase Max Fx MCIASCE(2.4.1.3)S 20 15 1 0.98 -0.06 3.70 -265.48 -0.57 0.0( Min Fx MCIASCE(2.4.1.8)EX 43 15 1-0.05 0.00 0.52 -37.09 0.03 0.0( Max Fy MCIASCE(2.4.1.6)WXAgl80 31 18 1 0.14 0.13 -1.13 2.61 3.16 0.0( Min Fy MCIASCE(2.4.1.5)WY2 26 15 1 0.14 -0.30 2.24-174.26 -8.16 0.0( Max Fz MCIASCE(2.4.1.6)WXAgl80 31 15 1 0.81 -0.07 5.02-385.36 -0.76 0.0( Min Fz MCIASCE(2.4.1.7)WXBgO 38 15 1 0.09 0.04 -1.83 197.09 0.80 0.0( Max Mx MCI ASCE(2.4.1.6)WXAg180 31 29 1 0.34 0.00 2.70 -214.11 -0.92 0.0( Min Mx MCIASCE(2.4.1.6)WXAgl80 31 5 1 0.34 0.00 2.70-215.99 0.94 0.0( Max My MCjASCE(2.4.1.7)WXBg0 38 15 1 0.09 0.04 -1.83 197.09 0.80 0.0( Min My MCIASCE(2.4.1.6)WXAgl80 31 15 1 0.81 -0.07 5.02-385.36 -0.76 0.0( Max Mz MCIASCE(2.4.1.6)WXAgl80 31 18 1 0.14 0.13 -1.13 2.61 3.16 0.0( Min Mz MQASCE(2.4.1.5)WY2 26 15 1 0.14 -0.30 2.24-174.26 -8.16 0.0( End Plate Connection Results Tu Ksi Vu Ksi Tn Ksi Vn Ksi Req. Size(in) Mu(K-in) Rgd. T(in) Act. T in Bolt Bolt Bolt Bolt Bolt Plate Plate Plate Label C. Num Fh Fv My Weld Weld Weld Weld Weld Flange Flange Chei Min Mz 26 -0.41 2.23 74.26 17.47 1.26 43.92 21.00 0.47 0.57 0.30 0.63 7.99 0.32 21.00 21.00 0.07 0.25 0.25 True Max Mz 31 0.41 1.07 2.61 0.99 0.61 43.98 21.00 0.13 0.00 0.03 0.63 0.29 0.16 21.00 21.00 0.00 0.00 0.25 True Min My 31 -0.43 5.0785.36 33.67 2.87 43.59 21.00 0.66 1.26 0.45 0.63 16.54 0.74 21.00 21.00 0.15 0.25 0.25 True Max My 38 0.53 1.75 97.09 17.12 0.99 43.95 21.00 0.47 0.63 0.32 0.63 8.37 0.25 21.00 21.00 0.07 0.25 0.25 True Min Mx 31 -0.32 2.70:15.99 19.04 1.53 43.88 21.00 0.49 0.70 0.34 0.63 9.31 0.39 21.00 21.00 0.08 0.25 0.25 True Max Mx 31 -0.32 2.70'.14.11 18.87 1.53 43.88 21.00 0.49 0.70 0.33 0.63 9.23 0.39 21.00 21.00 0.08 0.25 0.25 True Min Fz 38 0.53 1.75 97.09 17.12 0.99 43.95 21.00 0.47 0.63 0.32 0.63 8.37 0.25 21.00 21.00 0.07 0.25 0.25 True Max Fz 31 -0.43 5.0785.36 33.67 2.87 43.59 21.00 0.66 1.26 0.45 0.63 16.54 0.74 21.00 21.00 0.15 0.25 0.25 True Min Fy 26 -0.41 2.23 74.26 17.47 1.26 43.92 21.00 0.47 0.57 0.30 0.63 7.99 0.32 21.00 21.00 0.07 0.25 0.25 True Max Fy 31 0.41 1.07 2.61 0.99 0.61 43.98 21.00 0.13 0.00 0.03 0.63 0.29 0.16 21.00 21.00 0.00 0.00 0.25 True Min Fx 43 -0.17 0.4937.09 3.27 0.28 44.00 21.00 0.20 0.12 0.14 0.63 1.61 0.07 21.00 21.00 0.01 0.00 0.25 True Max Fx 20 0.05 3.83165.48 23.11 2.17 43.77 21.00 0.55 0.86 0.37 0.63 11.35 0.56 21.00 21.00 0.10 0.25 0.25 True 19 CONNECTION DESIGN RF1 J end - End Plate Connection END PLATE Depth of Cut (in) 12.37 Length (in) 12.50 Bolt Count 4 Weld Size 0.1 Width of cut (in) 6.00 Width (in) 6.00 Bolt Size (in) 0.75 Weld Square Thick in 0.63 Vert. Spread(in) 10.00 Angle (dee) 90.00 Hor. Spread(in) 1.75 Fu 65.00 Flange 0.00 50.00 Design Envelope End Plate Connection Results C. Rbt. Bar Location Fx F Fz Mo Mz Allow. Label C. Name Num Num. LK) (K) K -in J!j:jpj Increase Max Fx MCIASCE(2.4.1.3)S 20 18 5 0.98 0.06 -3.69-266.20 -0.57 0.01 Min Fx MCIASCE(2.4.1.8)EX 43 18 5-0.04 0.00 -0.52 -37.20 0.03 0.0( Max Fy MQASCE(2.4.1.5)WY1 25 5 5 0.01 0.08 -0.18 0.00 0.06 0.0( Min Fy MQASCE(2.4.1.7)WY1 41 18 5 0.19 -0.28 0.96 83.00 7.97 0.0( Max Fz MCIASCE(2.4.1.7)WXBgO 38 18 5 0.09 -0.04 1.83 197.75 0.80 0.0( Min Fz MCIASCE(2.4.1.6)WXAg180 31 18 5 0.81 0.07 -5.01 -386.47 -0.76 0.01 Max Mx MCIASCE(2.4.1.6)WXBgl80 32 18 5 0.80 0.05 -4.28-298.43 -0.29 0.0( Min Mx MCIASCE(2.4.1.7)WYl 41 18 5 0.19 -0.28 0.96 83.00 7.97 0.0( Max My MCIASCE(2.4.1.7)WXBgO 38 18 5 0.09 -0.04 1.83 197.75 0.80 0.0( Min My MCIASCE(2.4.1.6)WXAg180 31 18 5 0.81 0.07 -5.01 -386.47 -0.76 0.0( Max Mz MQASCE(2.4.1.7)WYI 41 18 5 0.19 -0.28 0.96 83.00 7.97 0.01 Min Mz MQASCE(2.4.1.7)WXBg0 38 15 5 0.01 0.05 -0.98 0.00 -1.38 0.01 End Plate Connection Results Tu Ksi Vu Ksi Tn Ksi Vn Ksi Req. Size(in) Mu(K-in Rad. T(in) Act. T(in) Bolt Bolt Bolt Bolt Bolt Plate Plate Plate Label C. Num Fh Fv M Weld Weld Weld Weld Weld Flange Flange Chei Min Mz 38 0.25 0.95 0.00 0.32 0.54 43.99 21.00 0.12 0.00 0.00 0.63 True 0.15 0.14 21.00 21.00 0.00 0.00 0.00 Max Mz 41 -0.05 1.02 83.00 9.42 0.58 43.98 21.00 0.35 0.27 0.21 0.63 True 4.04 0.15 21.00 21.00 0.04 0.00 0.00 Min My 31 2.00 4.6686.47 33.08 2.64 43.65 21.00 0.65 1.23 0.44 0.63 True 16.23 0.68 21.00 21.00 0.14 0.00 0.00 Max My 38 -0.36 1.8097.75 17.43 1.02 43.95 21.00 0.47 0.65 0.32 0.63 True 8.53 0.26 21.00 21.00 0.08 0.00 0.00 Min Mx 41 -0.05 1.02 83.00 9.42 0.58 43.98 21.00 0.35 0.27 0.21 0.63 True 4.04 0.15 21.00 21.00 0.04 0.00 0.00 Max Mx 32 1.81 3.9698.43 25.39 2.24 43.75 21.00 0.57 0.95 0.39 0.63 True 12.48 0.57 21.00 21.00 0.11 0.00 0.00 Min Fz 31 2.00 4.6686.47 33.08 2.64 43.65 21.00 0.65 1.23 0.44 0.63 True 16.23 0.68 21.00 21.00 0.14 0.00 0.00 Max Fz 38 -0.36 1.80 97.75 17.43 1.02 43.95 21.00 0.47 0.65 0.32 0.63 True 8.53 0.26 21.00 21.00 0.08 0.00 0.00 Min Fy 41 -0.05 1.0283.00 9.42 0.58 43.98 21.00 0.35 0.27 0.21 0.63 True 4.04 0.15 21.00 21.00 0.04 0.00 0.00 Max Fy 25 0.05 0.19 0.00 0.00 0.11 44.00 21.00 0.05 0.00 0.00 0.63 True 0.03 0.03 21.00 21.00 0.00 0.00 0.00 Min Fx 43 0.09 0.51.37.20 3.20 0.29 44.00 21.00 0.20 0.12 0.14 0.63 True 1.58 0.07 21.00 21.00 0.01 0.00 0.00 Max Fx 20 1.85 3.34166.20 22.67 1.89 43.82 21.00 0.54 0.84 0.37 0.63 True 11.12 0.49 21.00 21.00 0.10 0.00 0.00 20 ITS -1110"11.21:401_4314,\i TBI Tie Beam Name Title: TB 1 Count: 3 Horizontal Angle Start end: 0.00 Horizontal Angle Finish end: 0.00 Vertical Angle Start end: 0.00 Vertical Angle Finish end: 0.00 Ky 1.00 Kz 1.00 L(ft) 12.67 Ly(ft) 3.00 Lz(ft) 3.00 Section Properties Name HSS4X3XO.125 Depth (in) 4.00 Width (in) 3.00 Nominal Thickness (in) 0.13 Design Thickness (in) 0.12 Area (in^2) 1.54 MOI Strong (in ^4) 3.52 MOI weak (in^4) 2.27 Section Mod. Strong (in ^3) 1.76 Section Mod. Weak (in^3) 1.51 Fy (ksi) 46 Design Envelope C. Rbt. Bar Location Fx FX_ Fz My Mz Allow. Label C. Name Num Num. LK-) (K) LK) JILial J&jajIncrease Stress Max Fx MCIASCE(2.4.1.7)WXAgO 37 3 1 0.07 0.04 -0.13 3.42 1.10 0.0( Min Fx MCI ASCE(2.4.1.6)WXBg180 32 3 5-0.21 0.05 -0.46 -11.82 -1.22 0.0( Max Fy MCIASCE(2.4.1.5)WXBgl80 24 2 5-0.07 0.07 -0.39 -11.53 -1.58 0.0( Min Fy MCIASCE(2.4.1.7)WXBg180 40 4 1-0.07 -0.07 0.35 -10.54 -1.66 0.0( Max Fz MCIASCE(2.4.1.6)WXBgl80 32 4 1-0.12 -0.05 0.57 -17.07 -0.61 0.0( Min Fz MCIASCE(2.4.1.6)WXBgl80 32 2 5-0.12 0.05 -0.57 -17.06 -0.59 0.0( Max Mx MCIASCE(2.4.1.7)WXBgO 38 4 1 0.05 -0.01 0.05 -1.48 -0.81 0.0( Min Mx MCI ASCE(2.4.1.6)WXAg180 31 4 5-0.14 0.03 -0.31 0.00 0.00 0.0( Max My MCIASCE(2.4.1.6)WXBgl80 32 4 3-0.12 0.00 0.11 8.88 1.42 0.0( Min My MCIASCE(2.4.1.6)WXBgl80 32 4 1-0.12 -0.05 0.57 -17.07 -0.61 0.0( Max Mz MCIASCE(2.4.1.5)WY1 25 3 1 0.03 0.04 -0.01 -1.23 1.76 0.0( Min Mz MCIASCE(2.4.1.7)WY2 42 3 5-0.07 0.04 -0.12 -1.51 -1.78 0.0( Compactness: NonCompact Member Design Results Stress Allow ASD Label C. Name fa Fa fby Fby f! zFbz Pev Pez Ratio Increa OK Min Mz MCIASCE(2.4.1.7)WY2 0.05 27.60 0.86 27.60 1.18 27.60 14.93 168.70 0.08 0.00 True Max Mz MCIASCE(2.4.1.5)WY1 0.02 14.39 0.70 27.60 1.17 27.60 14.93 168.70 0.07 0.00 True Min My MCIASCE(2.4.1.6)WXB 0.08 27.60 9.70 27.60 0.40 27.60 14.93 168.70 0.37 0.00 True Max My MCIASCE(2.4.1.6)WXB 0.08 27.60 5.05 27.60 0.94 27.60 14.93 168.70 0.22 0.00 True Min Mx MCIASCE(2.4.1.6)WXA 0.09 27.60 0.00 27.60 0.00 27.60 14.93 168.70 0.00 0.00 True Max Mx MCIASCE(2.4.1.7)WXB 0.03 14.39 0.84 27.60 0.54 27.60 14.93 168.70 0.05 0.00 True Min Fz MCIASCE(2.4.1.6)WXB 0.08 27.60 9.69 27.60 0.39 27.60 14.93 168.70 0.37 0.00 True Max Fz MCIASCE(2.4.1.6)WXB 0.08 27.60 9.70 27.60 0.40 27.60 14.93 168.70 0.37 0.00 True Min Fy MCIASCE(2.4.1.7)WXB 0.05 27.60 5.99 27.60 1.10 27.60 14.93 168.70 0.26 0.00 True Max Fy MCIASCE(2.4.1.5)WXB 0.05 27.60 6.55 27.60 1.05 27.60 14.93 168.70 0.28 0.00 True Min Fx MCIASCE(2.4.1.6)WXB 0.14 27.60 6.72 27.60 0.81 27.60 14.93 168.70 0.28 0.00 True Max Fx MCIASCE(2.4.1.7)WXA 0.05 14.39 1.94 27.60 0.73 27.60 14.93 168.70 0.10 0.00 True city of Wheat Ridge 21 ga&1-19 p���sion CONNECTION DESIGN TBI I end - End Plate Connection END PLATE Depth of Cut (in) 4.00 Length (in) 4.00 Bolt Count 2 Weld Size 0.1 Width of cut (in) 3.00 Width (in) 3.00 Bolt Size (in) 0.63 Weld Square Thick in 0.63 Vert. Spread(in) 1.75 Angle (deg) 90.00 Hor. Spread(in) 0.00 Fu 65.00 Flange 0.00 F 50.00 End Plate Connection Results C. Rbt. Bar Location Fx Fy Fz My Mz Allow. Label C. Name Num Num.LK � (K)(K-in) K -in Increase Max Fx MCIASCE(2.4.1.7)WXAgO 37 3 1 0.07 0.04 -0.13 3.42 1.10 0.0( Min Fx MCIASCE(2.4.1.6)WXBg180 32 3 1-0.21 -0.05 0.46 -11.83 -1.19 0.0( Max Fy MCIASCE(2.4.1.5)WXAgO 21 4 1 0.04 0.05 -0.13 3.96 1.17 0.01 Min Fy MCIASCE(2.4.1.7)WXBgl80 40 4 1-0.07 -0.07 0.35 -10.54 -1.66 0.0( Max Fz MCI ASCE(2.4.1.6)WXBg180 32 4 1-0.12 -0.05 0.57 -17.07 -0.61 0.0( Min Fz MCIASCE(2.4.1.7)WXAgO 37 4 1 0.05 0.05 -0.17 4.95 1.11 0.0( Max Mx MCIASCE(2.4.1.7)WXBgO 38 4 1 0.05 -0.01 0.05 -1.48 -0.81 0.0( Min Mx MCIASCE(2.4.1.6)WXAg180 31 4 1-0.14 -0.03 0.50 -15.06 0.21 0.0( Max My MCIASCE(2.4.1.7)WXAgO 37 4 1 0.05 0.05 -0.17 4.95 1.11 0.0( Min My MCI ASCE(2.4.1.6)WXBg180 32 4 1-0.12 -0.05 0.57 -17.07 -0.61 0.0( Max Mz MCIASCE(2.4.1.5)WYl 25 3 1 0.03 0.04 -0.01 -1.23 1.76 0.0( Min Mz MCjASCE(2.4.1.7)WXBg180 40 4 1-0.07 -0.07 0.35 -10.54 -1.66 0.01 End Plate Connection Results Tu Ksi Vu Ksi Tn Ksi Vn Ksi Req. Size(in) Mu(K-in) Rgd. T(in) Act. Tin Bolt Bolt Bolt Bolt Bolt Plate Plate Plate Label C. Num Fh Fv My Weld Weld Weld Weld Weld Flange Flange Chei Min Mz 40 -0.07 0.36.10.54 12.50 0.58 43.98 21.00 0.33 0.17 0.17 0.63 5.79 0.20 21.00 21.00 0.03 0.00 0.00 True Max Mz 25 0.03 0.04 -1.23 3.04 0.07 44.00 21.00 0.16 0.04 0.08 0.63 True 1.49 0.02 21.00 21.00 0.01 0.00 0.00 Min My 32 -0.12 0.57-17.07 18.11 0.93 43.96 21.00 0.40 0.25 0.20 0.63 8.28 0.33 21.00 21.00 0.05 0.00 0.00 True Max My 37 0.05 0.18 4.95 6.15 0.29 44.00 21.00 0.23 0.08 0.12 0.63 2.85 0.10 21.00 21.00 0.02 0.00 0.00 True Min Mx 31 -0.14 0.50.15.06 15.67 0.82 43.97 21.00 0.37 0.22 0.19 0.63 True 7.15 0.29 21.00 21.00 0.04 0.00 0.00 Max Mx 38 0.05 0.05 -1.48 2.30 0.08 44.00 21.00 0.14 0.03 0.07 0.63 1.09 0.03 21.00 21.00 0.01 0.00 0.00 True Min Fz 37 0.05 0.18 4.95 6.15 0.29 44.00 21.00 0.23 0.08 0.12 0.63 2.85 0.10 21.00 21.00 0.02 0.00 0.00 True Max Fz 32 -0.12 0.57.17.07 18.11 0.93 43.96 21.00 0.40 0.25 0.20 0.63 True 8.28 0.33 21.00 21.00 0.05 0.00 0.00 Min Fy 40 -0.07 0.36.10.54 12.50 0.58 43.98 21.00 0.33 0.17 0.17 0.63 5.79 0.20 21.00 21.00 0.03 0.00 0.00 True Max Fy 21 0.04 0.14 3.96 5.21 0.23 44.00 21.00 0.22 0.07 0.11 0.63 2.43 0.08 21.00 21.00 0.01 0.00 0.00 True Min Fx 32 -0.21 0.46.11.83 13.45 0.75 43.97 21.00 0.35 0.18 0.17 0.63 6.22 0.26 21.00 21.00 0.04 0.00 0.00 True Max Fx 37 0.07 0.14 3.42 4.56 0.22 44.00 21.00 0.20 0.06 0.10 0.63 True 2.13 0.08 21.00 21.00 0.01 0.00 0.00 22 CONNECTION DESIGN TBI J end - End Plate Connection END PLATE Depth of Cut (in) 4.00 Length (in) 4.00 Bolt Count 2 Weld Size 0.1 Width of cut (in) 3.00 Width in 3.00 Bolt Size (in) 0.63 Weld Square Thick in 0.63 Vert. Spread(in) 1.75 Angle (deg) 90.00 Hor. Spread(in) 0.00 Fu 65.00 Flange 0.00 >F 50.00 End Plate Connection Results C. Rbt. Bar Location Fx lv Fz My Mz Allow. Label C. Name Num Num. (K) (K) LK) K -in K -in Increase Max Fx MCIASCE(2.4.1.7)WXAgO 37 3 5 0.07 -0.04 0.13 3.42 1.11 0.0( Min Fx MCIASCE(2.4.1.6)WXBg180 32 3 5-0.21 0.05 -0.46 -11.82 -1.22 0.0( Max Fy MCIASCE(2.4.1.5)WXBgl80 24 2 5-0.07 0.07 -0.39 -11.53 -1.58 0.0( Min Fy MCIASCE(2.4.1.7)WXAgO 37 2 5 0.05 -0.05 0.17 4.95 1.10 0.0( Max Fz MCIASCE(2.4.1.7)WXAgO 37 2 5 0.05 -0.05 0.17 4.95 1.10 0.0( Min Fz MCIASCE(2.4.1.6)WXBgl80 32 2 5-0.12 0.05 -0.57 -17.06 -0.59 0.0( Max Mx MQASCE(2.4.1.7)WXBg0 38 4 5 0.05 -0.01 -0.03 0.00 0.00 0.0( Min Mx MCIASCE(2.4.1.6)WXAgl80 31 4 5-0.14 0.03 -0.31 0.00 0.00 0.0( Max My MCIASCE(2.4.1.7)WXAgO 37 2 5 0.05 -0.05 0.17 4.95 1.10 0.0( Min My MCIASCE(2.4.1.6)WXBg180 32 2 5-0.12 0.05 -0.57 -17.06 -0.59 0.0( Max Mz MCIASCE(2.4.1.6)WXAgO 29 2 5-0.03 -0.04 -0.18 -5.44 1.47 0.0( Min Mz MCIASCE(2.4.1.7)WY2 42 3 5-0.07 0.04 -0.12 -1.51 -1.78 0.0( End Plate Connection Results Tu Ksi Vu Ksi Tn Ksi Vn Ksi Req. Size(in) Mu(K-in Rod. T(in) Act. T(in) Bolt Bolt Bolt Bolt Bolt Plate Plate Plate Label C. Num Fh Fv ly Weld Weld Weld Weld Weld Flange Flange Chei Min Mz 42 -0.07 0.13 -1.51 3.43 0.21 44.00 21.00 0.17 0.05 0.09 0.63 1.69 0.07 21.00 21.00 0.01 0.00 0.00 True Max Mz 29 -0.03 0.18 -5.44 7.08 0.30 44.00 21.00 0.25 0.10 0.12 0.63 3.31 0.11 21.00 21.00 0.02 0.00 0.00 True Min My 32 -0.12 0.57.17.06 18.08 0.93 43.96 21.00 0.40 0.25 0.20 0.63 8.26 0.33 21.00 21.00 0.05 0.00 0.00 True Max My 37 0.05 0.18 4.95 6.14 0.29 44.00 21.00 0.23 0.08 0.12 0.63 2.84 0.10 21.00 21.00 0.02 0.00 0.00 True Min Mx 31 -0.14 0.31 0.00 0.11 0.51 43.99 21.00 0.10 0.00 0.02 0.63 0.20 0.18 21.00 21.00 0.00 0.00 0.00 True Max Mx 38 0.05 0.03 0.00 -0.04 0.05 44.00 21.00 0.03 0.00 0.00 0.63 0.03 0.02 21.00 21.00 0.00 0.00 0.00 True Min Fz 32 -0.12 0.57.17.06 18.08 0.93 43.96 21.00 0.40 0.25 0.20 0.63 8.26 0.33 21.00 21.00 0.05 0.00 0.00 True Max Fz 37 0.05 0.18 4.95 6.14 0.29 44.00 21.00 0.23 0.08 0.12 0.63 2.84 0.10 21.00 21.00 0.02 0.00 0.00 True Min Fy 37 0.05 0.18 4.95 6.14 0.29 44.00 21.00 0.23 0.08 0.12 0.63 2.84 0.10 21.00 21.00 0.02 0.00 0.00 True Max Fy 24 -0.07 0.40.11.53 13.43 0.65 43.98 21.00 0.35 0.18 0.17 0.63 6.21 0.23 21.00 21.00 0.04 0.00 0.00 True Min Fx 32 -0.21 0.46.11.82 13.47 0.75 43.97 21.00 0.35 0.19 0.17 0.63 6.23 0.26 21.00 21.00 0.04 0.00 0.00 True Max Fx 37 0.07 0.14 3.42 4.57 0.22 44.00 21.00 0.20 0.06 0.10 0.63 2.13 0.08 21.00 21.00 0.01 0.00 0.00 True 23 MEMBER DESIGN TBT1 Tie Beam Name Title: TBT1 Count: 2 Horizontal Angle Start end: 0.00 Horizontal Angle Finish end: 0.00 Vertical Angle Start end: 0.00 Vertical Angle Finish end: 0.00 Ky 2.10 Kz 2.10 L(ft) 2.00 Ly(ft) 2.00 Lz(ft) 2.00 Section Properties Name HSS4X3XO.125 Depth (in) 4.00 Width (in) 3.00 Nominal Thickness (in) 0.13 Design Thickness (in) 0.12 Area (in^2) 1.54 MOI Strong (in^4) 3.52 MOI weak (in^4) 2.27 Section Mod. Strong (in^3) 1.76 Section Mod. Weak (in^3) 1.51 Fy (ksi) 46 Design Envelope C. Rbt. Bar Location Fx ly Fz M Mz Allow. Label C. Name Num Num.K-in(K-in) Stress Allow ASD Label C. Name Increase Max Fx MCIASCE(2.4.1.5)EY 28 21 1 0.01 0.00 0.02 -0.25 0.00 0.0( Min Fx MQASCE(2.4.1.8)EY 44 25 1-0.01 0.00 0.01 -0.15 0.00 0.0( Max Fy MCIASCE(2.4.1.5)WXBg180 24 25 1 0.00 0.02 0.10 -1.17 0.23 0.0( Min Fy MCI ASCE(2.4.1.7)WXBg180 40 21 1 0.00 -0.02 0.09 -1.07 -0.23 0.0( Max Fz MCI ASCE(2.4.1.6)WXBg180 32 21 1 0.00 -0.01 0.14 -1.74 -0.17 0.0( Min Fz MCIASCE(2.4.1.7)WXAgO 37 25 1 0.00-0.01 0.11 -0.04 0.50 -0.16 0.0( Max Mx MCIASCE(2.4.1.1)D 19 21 1 0.00 0.00 0.02 -0.25 0.00 0.0( Min Mx MCIASCE(2.4.1.8)EY 44 25 5 0.00 0.00 0.00 0.00 0.00 0.0( Max My MCIASCE(2.4.1.7)WXAgO 37 21 1 0.00 0.01 -0.04 0.50 0.16 0.0( Min My MCIASCE(2.4.1.6)WXBgl80 32 25 1 0.00 0.01 0.14 -1.74 0.17 0.0( Max Mz MCI ASCE(2.4.1.5)WXBg180 24 25 1 0.00 0.02 0.10 -1.17 0.23 0.0( Min Mz MCIASCE(2.4.1.7)WXBg180 40 21 1 0.00 -0.02 0.09 -1.07 -0.23 0.01 Compactness: NonCompact Member Design Results Stress Allow ASD Label C. Name fa Fa tbv Fbv fbz Fbz Pev Pez Ratio Increa OK Min Mz MCIASCE(2.4.1.7)WXB 0.00 27.60 0.61 27.60 0.15 27.60 135.82 86.07 0.03 0.00 True Max Mz MCIASCE(2.4.1.5)WXB 0.00 27.60 0.66 27.60 0.15 27.60 135.82 86.07 0.03 0.00 True Min My MCIASCE(2.4.1.6)WXB 0.00 27.60 0.99 27.60 0.11 27.60 135.82 86.07 0.04 0.00 True Max My MQASCE(2.4.1.7)WXA 0.00 27.60 0.28 27.60 0.11 27.60 135.82 86.07 0.01 0.00 True Min Mx MCIASCE(2.4.1.8)EY 0.00 27.60 0.00 27.60 0.00 27.60 135.82 86.07 0.00 0.00 True Max Mx MCIASCE(2.4.1.1)D 0.00 27.60 0.14 27.60 0.00 27.60 135.82 86.07 0.01 0.00 True Min Fz MCIASCE(2.4.1.7)WXA 0.00 27.60 0.28 27.60 0.11 27.60 135.82 86.07 0.01 0.00 True Max Fz MCIASCE(2.4.1.6)WXB 0.00 27.60 0.99 27.60 0.11 27.60 135.82 86.07 0.04 0.00 True Min Fy MCIASCE(2.4.1.7)WXB 0.00 27.60 0.61 27.60 0.15 27.60 135.82 86.07 0.03 0.00 True Max Fy MQASCE(2.4.1.5)WX13 0.00 27.60 0.66 27.60 0.15 27.60 135.82 86.07 0.03 0.00 True Min Fx MQASCE(2.4.1.8)EY 0.01 27.60 0.09 27.60 0.00 27.60 135.82 86.07 0.00 0.00 True Max Fx MCIASCE(2.4.1.5)EY 0.01 23.77 0.14 27.60 0.00 27.60 135.82 86.07 0.01 0.00 True 24 CONNECTION DESIGN TBT1 I end - End Plate Connection END PLATE Depth of Cut (in) 4.00 Length (in) 4.00 Bolt Count 2 Weld Size 0.1 Width of cut (in) 3.00 Width (in) 3.00 Bolt Size (in) 0.63 Weld Square Thick in 0.63 Vert. Spread(in) 1.75 Angle (deg) 90.00 Hor. Spread(in) 0.00 Fu 65.00 Flame 0.00 50.00 En End Plate Connection Results C. Rbt. Bar Location Fx Fy Fz My Mz Allow. Label C. Name Num Num. LK -1K -in JILial Increase Max Fx MCIASCE(2.4.1.5)EY 28 21 1 0.01 0.00 0.02 -0.25 0.00 0.0( Min Fx MCIASCE(2.4.1.8)EY 44 25 1-0.01 0.00 0.01 -0.15 0.00 0.0( Max Fy MCIASCE(2.4.1.5)WXBg180 24 25 1 0.00 0.02 0.10 -1.17 0.23 0.0( Min Fy MCIASCE(2.4.1.7)WXBgl80 40 21 1 0.00 -0.02 0.09 -1.07 -0.23 0.0( Max Fz MCI ASCE(2.4.1.6)WXBg180 32 21 1 0.00 -0.01 0.14 -1.74 -0.17 0.0( Min Fz MCIASCE(2.4.1.7)WXAgO 37 25 1 0.00 -0.01 -0.04 0.50 -0.16 0.0( Max Mx MQASCE(2.4.1.1)D 19 21 1 0.00 0.00 0.02 -0.25 0.00 0.0( Min Mx MCIASCE(2.4.1.8)EY 44 25 1-0.01 0.00 0.01 -0.15 0.00 0.0( Max My MCIASCE(2.4.1.7)WXAgO 37 21 1 0.00 0.01 -0.04 0.50 0.16 0.0( Min My MCI ASCE(2.4.1.6)WXBg180 32 25 1 0.00 0.01 0.14 -1.74 0.17 0.0( Max Mz MCIASCE(2.4.1.5)WXBgl80 24 25 1 0.00 0.02 0.10 -1.17 0.23 0.0( Min Mz MCIASCE(2.4.1.7)WXBgl80 40 21 1 0.00 -0.02 0.09 -1.07 -0.23 0.0( End Plate Connection Results Tu Ksi Vu Ksi Tn Ksi Vn Ksi Req. Size(in) Mu(K-in Rad. T(in) Act. Tin Bolt Bolt Bolt Bolt Bolt Plate Plate Plate Label C. Num Fh Fv M Weld Weld Weld Weld Weld Flange Flame Chei Min Mz 40 0.00 0.09-1.07 1.33 0.15 44.00 21.00 0.11 0.02 0.05 0.63 0.62 0.05 21.00 21.00 0.00 0.00 0.00 True Max Mz 24 0.00 0.10 -1.17 1.43 0.17 44.00 21.00 0.11 0.02 0.06 0.63 0.67 0.06 21.00 21.00 0.00 0.00 0.00 True Min My 32 0.00 0.14-1.74 1.95 0.23 44.00 21.00 0.13 0.03 0.07 0.63 0.90 0.08 21.00 21.00 0.01 0.00 0.00 True Max My 37 0.00 0.04 0.50 0.67 0.07 44.00 21.00 0.08 0.01 0.04 0.63 0.32 0.02 21.00 21.00 0.00 0.00 0.00 True Min Mx 44 -0.01 0.01 -0.15 0.16 0.02 44.00 21.00 0.04 0.00 0.02 0.63 0.08 0.01 21.00 21.00 0.00 0.00 0.00 True Max Mx 19 0.00 0.02 -0.25 0.25 0.03 44.00 21.00 0.05 0.00 0.02 0.63 0.12 0.01 21.00 21.00 0.00 0.00 0.00 True Min Fz 37 0.00 0.04 0.50 0.67 0.07 44.00 21.00 0.08 0.01 0.04 0.63 0.32 0.02 21.00 21.00 0.00 0.00 0.00 True Max Fz 32 0.00 0.14-1.74 1.95 0.23 44.00 21.00 0.13 0.03 0.07 0.63 0.90 0.08 21.00 21.00 0.01 0.00 0.00 True Min Fy 40 0.00 0.09 -1.07 1.33 0.15 44.00 21.00 0.11 0.02 0.05 0.63 0.62 0.05 21.00 21.00 0.00 0.00 0.00 True Max Fy 24 0.00 0.10 -1.17 1.43 0.17 44.00 21.00 0.11 0.02 0.06 0.63 0.67 0.06 21.00 21.00 0.00 0.00 0.00 True Min Fx 44 -0.01 0.01 -0.15 0.16 0.02 44.00 21.00 0.04 0.00 0.02 0.63 0.08 0.01 21.00 21.00 0.00 0.00 0.00 True Max Fx 28 0.01 0.02 -0.25 0.25 0.03 44.00 21.00 0.05 0.00 0.02 0.63 0.11 0.01 21.00 21.00 0.00 0.00 0.00 True 25 tL]W Multi-Rib McElroy Metal, Inc. ro.E?A,,E 1. Section properties are calculated in accordance with the 2001 AISI North Amencan Specification for the Design of Cold -Formed Steel Structural Members. 2. Va is the allowable shear. 3. Pa is the allowable load for web crippling on end & interior supports. 4. Ix is for deflection determination. 5. Se is for bending. 6. Ma is the allowable bending moment. 7. All values are for one foot of panel width. Allowable Uniform Loads (PSF) Notes 1. Allowable uniform loads are based upon equal span lengths. 2. Positive Wind is wind pressure and is NOT increased by 33 1/3 %. 3. Negative Wind is wind suction or uplift and is NOT increased by 33 1/3%. 4 Live is the allowable live or snow load. 5. Deflection (U180) is the allowable load that limits the panel's deflection to L/180 while under positive or live load. 6. Deflection (0240) is the allowable load that limits the panel's deflection to 0240 while under positive or live load. 7 The weight of the panel has NOT been deducted from the allowable loads 8. Positive Wind, Negative Wind, and Live Load values are limited to combined shear & bending using Eq. C3.3.1-1 of the AISI Specification. 9. Positive Wind and Live Load values are limited by web crippling using a bearing length of 2" 10. Web crippling values are determined using a ratio of the uniform load actually supported by the top flanges of the section. 26 05/26/04 S an in Feet Span Type Load Type 1 50 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 6.00 6.50 700 750 8.00 8.50 9.00 Positive Wind 510 287 183 127 93 71 56 45 37 31 27 23 20 17 15 14 Negative Wind 481 271 173 120 88 67 53 43 35 30 25 22 19 16 15 13 Single Live 510 287 183 127 93 71 56 45 37 31 27 23 20 17 15 14 Deflection (11180) 1354 571 292 169 106 71 50 36 27 21 16 13 10 8 7 6 Deflection (L/240) 1015 1 428 219 1 126 79 1 53 1 37 27 1 20 1 15 12 9 1 8 6 5 4 Positive Wind 431 253 166 116 86 66 52 42 35 29 25 22 19 16 14 13 Negative Wind 451 266 175 123 91 70 55 45 37 31 26 23 20 17 15 14 2 Span Live 431 253 166 116 86 66 52 42 35 29 25 22 19 16 14 13 Deflection (11180) 2651 1118 572 331 208 139 98 71 53 41 32 26 21 17 14 12 Deflection (U240) 1988 838 429 248 156 104 73 53 40 31 24 19 15 13 10 9 Positive Wind 516 1 309 204 144 107 82 65 53 44 37 31 27 1 23 21 18 16 Negative Wind 538 324 214 152 113 87 69 56 46 39 33 29 25 22 19 17 3 Span Live 516 309 204 144 107 82 65 53 44 37 31 27 23 21 18 16 Deflection(U180) 2077 876 448 259 163 109 76 56 42 32 25 20 16 13 11 9 Deflection (U240) 1557 657 336 194 122 82 57 42 31 24 19 15 12 10 8 7 Positive Wind 489 291 191 1 135 100 77 61 49 41 34 29 25 22 19 17 15 Negative Wind 510 305 201 142 105 81 64 52 43 36 31 27 23 20 18 16 4 Span Live 489 291 191 135 100 77 61 49 41 34 29 25 22 19 17 15 Deflection(U180) 2204 930 476 275 173 116 81 59 44 34 27 21 17 14 12 10 Deflection (U240) 1653 697 357 206 130 87 1 61 44 33 1 25 20 16 13 10 9 7 Notes 1. Allowable uniform loads are based upon equal span lengths. 2. Positive Wind is wind pressure and is NOT increased by 33 1/3 %. 3. Negative Wind is wind suction or uplift and is NOT increased by 33 1/3%. 4 Live is the allowable live or snow load. 5. Deflection (U180) is the allowable load that limits the panel's deflection to L/180 while under positive or live load. 6. Deflection (0240) is the allowable load that limits the panel's deflection to 0240 while under positive or live load. 7 The weight of the panel has NOT been deducted from the allowable loads 8. Positive Wind, Negative Wind, and Live Load values are limited to combined shear & bending using Eq. C3.3.1-1 of the AISI Specification. 9. Positive Wind and Live Load values are limited by web crippling using a bearing length of 2" 10. 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I 7C 0C w Shelter SyStems Inc TABLE OF CONTENTS 1.0 Cover Sheet 2.0 Elevation 3.0 Anchor Bolt Layout 4.0 Frame Layout 5.0 Frame Connections 6.0 Multi Rib Roof Layout 7.0-7.3 Roof Connections JOB NUMBER:5291 JOB NAME: PROSPECT PARK JOB LOCATION: WHEAT RIDGE CO DESIGN LOADS - NOTES CODE: 2012 INTERNATIONAL BUILDING CODE TOTAL DEAD: 10.06 P.S.F. FRAME DEAD:7.06 P.S.F. ROOF DEAD: 1.20 P.S.F. COLLATERAL DEAD: 1.80 P.S.F. ROOF LIVE LOAD: 20.00 P.S.F. GROUND SNOW LOAD: 30.00 P.S.F. ROOF SNOW LOAD: 25.20 P.S.F. WIND SPEED: 105.00 M.P.H. EXPOSURE:C SEISMIC USE GROUP: I SEISMIC SITE CLASS: D SEISMIC DESIGN CATEGORY: B SEISMIC ANALYSIS: SIMPLIFIED City of ]OKwh6atzN'd - tT_gp COMMUNITY DEVEtOP MATERIALS (ASTM DESIGNATION) TUBE STEEL (HSS HOLLOW STRUCTURAL SECTION) A-500 GRADE B WIDE FLANGE SECTIONS A-992 STRUCTURAL STEEL PLATE A-36 ROOF PANELS (STEEL) A-446 ANCHOR BOLTS F1554 GRADE 36 CONNECTION BOLTS A-325 ALL WELDING CONFORMS TO THE LATEST EDITION OF AWS DI -1 OR D1.3 AS REQUIRED. ALL WELDING IS PERFORMED BY AWS CERTIFIED WELDERS. IF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO THE MATERIALS SUPPLIED BY ICON SHELTER SYSTEMS INC. AND IS NOT INTENDED AS THE SEAL OF THE ENGINEER OF RECORD FOR THE ENTIRE PROJECT. DUE TO STANDARDIZED FABRICATION PARTS SHOWN MAY BE UPGRADED. REFER TO THE SHIPPING BILL OF MATERIALS FOR POSSIBLE SUBSTITUTIONS. ICON SHELTER SYSTEMS INC. RECOMMENDS THAT THE PRIMARY FRAMING INSTALLER AND THE ROOF INSTALLER HAVE A MINIMUM OF FIVE (5) YEARS OF DOCUMENTED EXPERIENCE INSTALLING THIS TYPE OF PRODUCT. HIGH STRENGTH BOLTING ALL HIGH STRENGTH BOLTS ARE A-325 BOLTS WITH HEAVY HEX NUTS. THE BOLTS ARE TO BE INSTALLED UTILIZING THE "SPECIFICATION FOR STRUCTURAL JOINTS ASTM A325 OR A490 BOLTS" (12/31/2009) AS PREPARED BY RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC) FOR THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC). THE BOLTS SHALL BE INSTALLED AS SNUG TIGHTENED WHICH IS DEFINED AS THE TIGHTNESS THAT IS ATTAINED WITH A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF AN IRONWORKER USING AN ORDINARY SPUD WRENCH TO BRING THE PLIES INTO FIRM CONTACT, WHICH IS THE CONDITION WHEN THE PLANES OF CONTACT BETWEEN TWO PLIES ARE SOLIDLY SEATED AGAINST EACH OTHER, BUT NOT NECESSARILY IN CONTINUOUS CONTACT WITH UTILIZATION OF THE SNUG TIGHTENING METHOD, NO WASHERS ARE REQUIRED. ALL CONNECTIONS ARE BEARING TYPE CONNECTIONS UNLESS NOTED OTHERWISE. IT IS THE RESPONSIBILITY OF THE INSTALLER.TO INSURE PROPER TIGHTNESS. REVISION: ROOF �D 37 1/2" OVERALL 36" COVER WIDTH 12" CENTER TO CENTER 24go MULTI RIB PANEL SECTION A ,, f 1D. -k�4 T �VE A Ir. 1/, COWIE NTS: APPROVED PROPER ERECTION OF THE FRAMING MEMBERS REQUIRES THE MAIN COLUMNS TO BE - - I <� Reviewed for Code Compliance PLUMB & SQUARE. COLUMNS, RAFTER, AND TIE BEAM CONNECTIONS MUST BE AVID S. TIGHTENED BEFORE INSTALLING THE PURLINS. PURLINS MUST BE PARALLEL TO THE U I D N, III rn TIE BEAMS AND EAVE BEAMS. 32876 0 Plans fxaminer Date 10NA L 3/6/2017 r4esmft to ow ftearo to viowe ofCarmw me rw"" of the Bullift THIS SEAL I-ERTAJNS ONLY TO THE MATERIALS AND INFOMATIDN SHOWN ON 7n�-�Rd�V!n-_THL!� ��L DOES NOT SERVE AS - OR REPRESENT - THE �Ccl Shelter Systems Inc DISTINCTIVE STEEL SHELTERS ViWW.ICONSHELTERS.COM COPYRIGHT 2004, ICON SHELTER SYSTEMS, INC. 1455 LINCOLN ANIE. HOLLAND NIL 49423 616 396.0919 800�748 QD 0985 3: 616.396.09'44 FX 10 0 00 00 Lr) 0 4� CD (D 0) CN 0 L0 Cl- DRAWN BY: U� N ACP It x DATE: Q) 3/4/2017 0 U E -0 PROSPECT PARK IN WHEAT RIDGE, CO x 0 U SHEET 0) CN 0 L0 DRAWN BY: 0 QF -73-01-43 ACP DATE: Q) 3/4/2017 JOB NO.: 5291 a_ REVISION: Q) 0- U) 0 a- I n BUILDING TYPE: — — MCIOX42M-P3 PROJECT NAME: 0 1 L PROSPECT PARK IN WHEAT RIDGE, CO x 0 PRINTED ON: 3/6/2017 U SHEET 0) CN 0 L0 QF -73-01-43 PRINTED ON: 3/6/2017 cc 1 ? SIDE VIEW DRAWN BY: 0 cfl� ACP C fteatRidg, DATE: 3/4/2017 ""�Iding Divili,r, JOB NO.: w 5291 REVISION: C) 0 BUILDING TYPE: MCIOX42M—P3 PROJECT NAME: v PROSPECT PARK S DA N1,1I WHEAT RIDGE, CO x �D 32876 01 Szofv L SHEET - 01 (N ,3/6/2DI 7 THIS SEAL PERTAINS ONLY TO THE MATERIALS AND INFOMATION SHOWN ON 2, 0 rHESE DRAWINGS. THIS SEAL DOES NOT SERVE AS - OR REPRESENT - PROJECT ENGNEER OF RECORD AND SHALL NOT BE CONSTRUED AS SU PRINTED ON: 3/6/2017 Shelter Systems Inc DISTINCTIVE STEEL SHELTERS COPYRIGHT 2004, ICON SHELTER SYSTEMS, INC 1 455 LINCOLN AVE. HOLLAND Nfl, 49423 616.396.0919 800.748.0985 IX 616.396.0944 FX 0) 00 Cid T Ln CD 0 0 1 4-� (N "t x > E C/) DRAWN BY: 0 cfl� ACP C fteatRidg, DATE: 3/4/2017 ""�Iding Divili,r, JOB NO.: w 5291 REVISION: C) 0 BUILDING TYPE: MCIOX42M—P3 PROJECT NAME: v PROSPECT PARK S DA N1,1I WHEAT RIDGE, CO x �D 32876 01 Szofv L SHEET - 01 (N ,3/6/2DI 7 THIS SEAL PERTAINS ONLY TO THE MATERIALS AND INFOMATION SHOWN ON 2, 0 rHESE DRAWINGS. THIS SEAL DOES NOT SERVE AS - OR REPRESENT - PROJECT ENGNEER OF RECORD AND SHALL NOT BE CONSTRUED AS SU PRINTED ON: 3/6/2017 - i3�-4' Oil 11 0 0 0 0 LiCONCRETE STRENGTH F'c = 4500 PSI REBAR GRADE Fy = 60 KSI 5'-6" 0') (12) #5 BARS EQUALLY SPACED T&B, EW �) #4 VERICAL DOWELS 4) 1"x 14" F1554 ANCHOR RODS OLUMN FILL WITH NON -SHRINKING SAW PLAM GROUT /—TOP OF FINISHED FLOOR [I _77 z L'j WVdW ' ICONSHELTERS.COM COPYRIGHT 2004, 1 CONSHELTER P_ U C) C) � 7/2- 1 1 HOLLAND Nfl, 49423 0 cn L'i STANDARD HOOK ON DOWELS 800.748.0985 F- 0 616.396.0944 FX > n 0 L L �1 �1 LJ J i� 114 4_j 06 D I r (12) #5 BARS EQUALLY SPACED T&B, EW �) #4 VERICAL DOWELS 4) 1"x 14" F1554 ANCHOR RODS OLUMN FILL WITH NON -SHRINKING SAW PLAM GROUT /—TOP OF FINISHED FLOOR 40 137- 4" 13'- 4" 0 0 ANCHOR BOLT LAYOUT 0 0 - 10" 10" 7Y2 VERIFY THAT THE HOLE LOCATIONS OF I THE ANCHOR TEMPLATE(S) MATCH rV 0 0 _ 0 So THE HOLE LOCAT IONS OF THE H =BASEPLATE(S) ON THIS DRAVMNG 01y4" ELECTRICAL ACCESS HOLE - 0 1 -) (D 01y ANCHOR HOLES 1 -0 (4) PL -15 B SE PLATE MATERIAL 1"THICK HRF, Fy--36 ksj DETAIL 1 City of Wheat Ridge Building Division " .4' �DWID 0 1 U DAYTON 3287 0 3/6/2017 ""ZONA L t, P f 441 4,, TO THE MATERIALS AND [NF( . DOES NOT SERVE AS - OR �CO'N SWter Systems Inc 4" r-) z L'j WVdW ' ICONSHELTERS.COM COPYRIGHT 2004, 1 CONSHELTER P_ U C) C) 1455 LINCOLN AVE. a- HOLLAND Nfl, 49423 0 cn L'i STANDARD HOOK ON DOWELS 800.748.0985 F- 0 616.396.0944 FX > n 0 < �D 0 4_j 06 -D Ln 0 40 137- 4" 13'- 4" 0 0 ANCHOR BOLT LAYOUT 0 0 - 10" 10" 7Y2 VERIFY THAT THE HOLE LOCATIONS OF I THE ANCHOR TEMPLATE(S) MATCH rV 0 0 _ 0 So THE HOLE LOCAT IONS OF THE H =BASEPLATE(S) ON THIS DRAVMNG 01y4" ELECTRICAL ACCESS HOLE - 0 1 -) (D 01y ANCHOR HOLES 1 -0 (4) PL -15 B SE PLATE MATERIAL 1"THICK HRF, Fy--36 ksj DETAIL 1 City of Wheat Ridge Building Division " .4' �DWID 0 1 U DAYTON 3287 0 3/6/2017 ""ZONA L t, P f 441 4,, TO THE MATERIALS AND [NF( . DOES NOT SERVE AS - OR �CO'N SWter Systems Inc DISTINCTIVE STEEL SHELTERS WVdW ' ICONSHELTERS.COM COPYRIGHT 2004, 1 CONSHELTER SYSTEMS, INC, 1455 LINCOLN AVE. HOLLAND Nfl, 49423 616.396.0919 800.748.0985 616.396.0944 FX 00 4_j 06 -D Ln 0 0 0 M x Cn 0 E U co 1-1 C') < 0) DRAWN BY: 0 ACP DATE: 3/4/2017 JOB NO.: Lij 5291 REVISION: __111.���TYP E: MCIOX42M-P3 PROJECT NAME: PROSPECT PARK WHEAT RIDGE, CO x CD SHEET YIN ON 0 3":' CIEF-73-DI-43 C� PRINTED ON: 3/6/2017 PPINIT�7r) ON]. TIE B 5/8" (2) F C( AM RAFTER & TIE BEAM CONNECTION @ COLUMN AG24R = tiA li7lo HEX HEAD SELF DRILLING SCREW 1/4"-14xl" PURLIN CONNECTION 0 RAFTER SELF qS -ION 1). SLIDE PURLIN INTO PLACE BETWEEN THE RAFTERS 2). FASTEN PURLIN W/ (7) HEX HEAD SCREWS ON EACH END city C., Meat Ric!, Building Div,�_, NOTE TO INSTALLERS: WITH FACTORY POWDERCOATED SHELTERS, PAINT EXPOSED FASTENERS OF COMPRESSION RINGS, ORNAMENTATION, KNIFE PLATES, ETC. WITH PROVIDED TOUCH UP PAINT TO PREVENT RUSTING OF FASTENERS T 0 - S�' ')V <� 14 ID 0 01 rn , " n U 1 N, Iiii I -P k 32876 f z4j 0 0 1 V A L 3/6/2017 SEAL PERTAINS ONLY TO THE MATERIALS AND INFOMATION SHOWN ON THESE DRAWINGS- THIS SEAL DOES NOT SERVE AS - OR REPRESENT - THE � C 0(:�w Shelter SWerns Inc 0 DISTINCTIVE STEEL SHELTERS ACP WvwwA CONS H ELTERS.COM COPYRIGHT 2004, ICON SHELTER DATE: SYSTEMS, INC 1455 LINCOLN AVE. HOLLAND Nfl, 49423 JOB NO.: 616.396.0919 800.748.0985 616.396.0944 FX 0 0) 00 Cd BUILDING TYPE: MC1 5`X42M—P,3 0 u Q) x 0 (D u u E U) 0) C DRAWN BY: 0 ACP C: DATE: 3/4/2017 LLJ JOB NO.: 5291 0 REVISION: Co p n BUILDING TYPE: MC1 5`X42M—P,3 PROJECT NAME: PROSPECT PARK cN WHEAT RIDGE, CO x 0 SHEET 5, o U) �j . � . QF -73-01-43 PRINTED ON: 3/6/2017 ATTENTION INSTALLERS: METAL SHAVINGS LEFT ON ROOF WILL QUICKLY RUST AND STAIN THE ROOF FINISH! DRILLING OR INSTALLING ROOF FASTENERS WILL CAUSE METAL SHAVINGS. THESE SHAVINGS MUST BE CAREFULLY REMOVED AT THE END OF EACH DAY BY EITHER SWEEPING OR BRUSHING THE INSTALLED ROOF. STEPS FOR PROPER PANEL INSTALLATION: 1. MARK THE CENTER OF THE TIE BEAM AND COMPRESSION RING (OR PURLIN ON MULTI TIER BUILDINGS). 2. FIND ONE OF THE LONGEST PANELS. 3. ALIGN THAT PANEL WITH THE CENTER OF THE RIB AT THE THE CENTER LINE OF FRAME. (SEE ROOF LAYOUT FOR THE CORRECT RIB TO CENTER) 4. INSTALL REMAINING PANELS WORKING OUT TOWARDS THE CORNERS. 5. INSTALL ALL ROOF SECTIONS USING THIS METHOD. INSTALLED INSTALLED INSTALLED CORRECTLY TOO TIGHT TOO LOOSE ATL THE SEALING THE SEALING MATERIAL THE SEALING MATERIAL MATERIAL SLIGHTLY IS DEFORMED BEYOND IS NOT VISIBLE VISIBLE AROUND THE EDGE OF THE AROUND THE EDGE OF THE METAL WASHER METAL WASHER I THE METAL WASHER I THE DETAILS SHOWN ARE SUGGESTIONS OR GUIDELINES ON HOW TO ERECT THE METAL ROOFING SYSTEM. THE INFORMATION SHOWN IS ACCURATE, BUT IT IS NOT INTENDED TO COVER ALL INSTANCES, BUILDING REQUIREMENTS, DESIGNS OR CODES. CHANGES TO THE DETAILS MAY BE REQUIRED DUE TO FIELD CONDITIONS. THE ERECTOR SHOULD THOROUGHLY FAMILIARIZE THEMSELVES WITH ALL INSTALLATION INSTRUCTION MATERIAL BEFORE STARTING WORK. THE PANELS SHOULD BE INSTALLED PLUMB, STRAIGHT, AND ACCURATELY TO THE ADJACENT WORK. ERECTORS SHALL BE RESPONSIBLE TO ENSURE THAT THE DETAILS MEET PARTICULAR BUILDING REQUIREMENTS AND TO ASSURE ADEQUATE WATER TIGHTNESS. FOR THE BEST APPEARANCE ALL TRIM AND FLASHING SHALL BE INSTALLED TRUE, AND IN PROPER ALIGNMENT, WITH ALL EXPOSED FASTENERS EQUALLY SPACED. SOME FIELD CUTTING AND/OR FITTING OF PANELS, TRIM AND FLASHING IS TO BE EXPECTED BY THE ERECTOR, MINOR FIELD CORRECTIONS ARE PART OF NORMAL ERECTION WORK. THE INSTALLATION SHALL BE PERFORMED BY EXPERIENCED METAL CRAFTSMEN AND WORKMANSHIP SHALL MEET THE BEST INDUSTRY STANDARDS. �ca Shelter Systems Inc DISTINCTIVE STEEL SHELTERS WVAV.ICONSHELTERS.COM COPYRIGHT 2004, ICON SHELTER SYSTEMS, INC. 1455 LINCOLN AVE. HOLLAND Nfl, 49423 616.396.0919 (3 800.748.0985 3:: 616.396.0944 FX C) ILI 1 0) -1-� 00 :D 06 CD 42' 0 1 0 MULTI RIB ROOF LAYOUT 0- 0 0 x C) 0 Cn E CO 12 .VULT� RIB ROOF PANEL DRAWN BY: PURLIN 0 P PURI. URLIN ACP DATE: PURILIN 3/4/2017 5" T�E BEAV JOB NO.: LLJ 5291 L - MULTI RIB ROOF SECTION A REVISION: ---BL14L4� TYP E: MC1OX42M—P3 <I\ PROJECT NAME: VID IN -p D ON, u, PROSPECT PARK WHEAT RIDGE, CO x 328 441 0 0 "ONA L SHEET 3/6/2017 6, 0 7141S SEAL PERTAINS ONLY TO THE MATERIALS AND INFOMATION SHOWN ON THESE DRAYdNGS. THIS SEAL DOES NOT SERVE AS — OR REPRES 0 PROJECT ENGINEER OF RECORD AND SHALL NOT BE CONSTRUED M PRINTED -j ON: 3/6/2017 WASHER—\ 1 1/4" PAINTED SCREW WASHER 3/4" PAINTED SCREW NOTE: STITCH OR LAP SCREWS ORDER OF INSTALLATION ARE NOT REQUIRED ALONG THE RIB EAVE TRIM 10' LONG W/ WEEP HOLES SEE DETAIL M—El METAL ROOF PANEL LAYOUT ROOF W-1 RAKE TRIM 10' LONG A/0 WEEP HOLES SEE DETAIL M—RI EAVE CORNER TRIM 8" LONG (2) PER CORNER SEE DETAIL M—R1 EAVE TRIM ATTACHED W1 3/4" PAINTED SCREWS (1) AT EACH RIB SEE DETAIL M—HS1 RAKE TRIM ATTACHED W/ 3/4" PAINTED SCREW 12" O.C. SEE DETAIL M—R1 FASTENERS WASHER-,, 3/4" PAINTED SCREW EAVE CORNER TRIM ATTACHED W/ (3) POP RIVETS SEE DETAIL M—R1 TRIM INSTALLATION f PAINTED POP RIVET TRIM � C om'm' Shelter Systems Inc DISTINCTIVE STEEL SHELT.RS WWW.ICONSHELTERS.COM COPYRIGHT 2004, ICON SHELTER SYSTEMS, INC. 1455 LINCOLN AVE. HOLLAND Nfl, 49423 616.396.0919 800.748.0985 616.396.0944 FX 0 u C) 0 U CD 00 Cd T Ln 0 to n I .2t x 0 Lff , pDAVID f- � DAYTON, III �0- 1 32876 1 i�j 0 % e 4, -101VAL 2017 PERTAINS ONLY TO THE MATERIALS AND 'VANGS. THIS SEAL DOES NOT SERVE AS - 5291 U) 0 E u (D 0 -0 :3 C/) TYPE: MCI OX42M—P3 PROJECT NAME: PROSPECTPARK c! DRAWN BY: WHEAT RIDGE, CO x 0 ACP DATE: SHEET Q) 3/4/2017 YN ON JOB NO.: ;�Z' - . , . Cff-73-01-43 , pDAVID f- � DAYTON, III �0- 1 32876 1 i�j 0 % e 4, -101VAL 2017 PERTAINS ONLY TO THE MATERIALS AND 'VANGS. THIS SEAL DOES NOT SERVE AS - PRINTED ON: 3/6/2017 5291 REVISION: u (D 0 - TYPE: MCI OX42M—P3 PROJECT NAME: PROSPECTPARK c! WHEAT RIDGE, CO x 0 SHEET 7, 0 YN ON ;�Z' - . , . Cff-73-01-43 PRINTED ON: 3/6/2017 METAL ROOF PANEL—,, 1 1/4" PAINTED SCREW C 0) N (1) AT EACH SIDE OF RIB — Shelter Systems Inc 3/4" PAINTED SCREW DISTINCTIVE STEEL SHELTERS (1) ON EACH SIDE OF RIB WVM.ICONSH ELTERS.COM COPYRIGHT 2004. ICON SHELTER SYSTEMS INC, METAL ROOF PANEL 1455 LINCOLN AVE. HOLLAND Nil, 49423 3/4" PAINTED SCREW 616.396.0919 (1) AT EACH RIE3 800.74&0985 616.396.094-4 FX PURLIN 0 Lf 0 C I EAVE TRIM TIE BEAM--/ u a WASHER rT C 0 WASHER u '4— E EAVE TRIM W/ WEEP HOLES Cn 3/4" PAINTED SCREW Cn 10' LONG WOE" 1 1/4" PAINTED SCREW DRAWN BY: 0 IDN�Skof' ACP DATE: 3/4/2017 JOB NO,: Li 5291 - a_ REVISION: Q) 0 - In 0 _-E4�4+&--TYPE: MCIOX42M—P3 PROJECT NAME: AV rn PROSPECT PARK D YT N, III i WHEAT RIDGE, CD x ;o 32876 441 01 )'ONA L SHEET METAL ROOF EAVE CONNECTION DETAIL METAL ROOF PURLIN CONNECTION DETAIL Lo M -El 3/6/2017 (i M P I THIS SEAL PERTAINS ONLY TO THE MATERIALS AND INFOMAnON SHOWN ON 7 THESE DRANNGS. THIS SEAL DOES NOT SERVE AS - OR REPRESENT H FIR OJECT ENGINEER OF RECORD AND SHALL NOT 13E CONSTRUED AS ��ITHF PRINTED ON: 3/6/2017 3/4" PAINTED SCREW "ll -- 1\1-\F ILF\ RAKE TRIM 10' LONG Z] EAVE TRIM EAVE CORNER TRIM 8" LONG (2) PER CORNER CORNER TRIM (2) PER CORNER ATTACH WITH POP RIVETS WASHER '? 3/4" PAINTED SCREW PAINTED POP RIVET METAL ROOF PANEL POP RIV ET METAL ROOF CONNECTION AT RAKE XP 3/4" PAINTED SCREW 12" O.C. RAKE TRIM M-Rl 3/4" PAINTED (1) AT EA HIGH SIDE TRIM 1 1/4" PAI (1) ON EACH EAVE B —1 WASHER HIGH SIDE TRIM 1 1/4" PAINTED SCREW 10' LONG METAL ROOF EAVE CONNECTION DETAIL VIETAL ROOF PANEL DAVID S. 0 ;i -1 u 1 DAYTON, II i -0 % 1 i:)f 'P 1 32876 tij 0 'p �10NA L 1 3/6/2017 M -HSI THIS SEAL PERTAINS ONLY TO THE MATERIALS .1 INPC THESE DRAWINGS. THIS SEAL DOES NOT SERVE AS - OR � C on 'm Shelter SWems Inc DISTINCTIVE STEEL SHELTERS WWW,ICONSHELTERS.COM COPYRIGHT 2004. ICON SHELTER SYSTEMS, INC. 1455 LINCOLN AVE. HOLLAND N9, 49423 616.396.0919 800.748.0985 616396.0944 FX Cf) E 0 4—, u 0 u L-1- 0 0 CL U r) CY) 00 06 T 0- I 2! x E -0 cr) DRAWNBY: 0 ACP 0) C DATE: E PRINTED ON: 3/6/2017 ,3/4-/2017 Q) JOB NO.: Li 5291 0 a_ REVISION: 0 BUILDING TYPE: MCIOX42M-P3 PROJECT NAME: PROSPECT PARK WHEAT RIDGE, CO x SHEET 7, 2 TION SHOWN ON PRESENT - THE RUED AS SUCH. 73 - PRINTED ON: 3/6/2017 PRINTED ON: 3/6/2017 Building Permit Application (Completed highlighted areas) City, State, Zip: E= M3= A114 Plumbing: BUILDING DEPARTMENT COMMENT& Reviewer: MEMO rl DEPARTMENT USE 01 • FIRE DEPARTMENT:: 0 approved w/ comments 0 disapproved 0 no review reqLfired Bldg Valuation: $ ZONING COMMENTS: Zoning: Reviewer BUILDING DEPARTMENT COMMENT& Reviewer: MEMO rl DEPARTMENT USE 01 • FIRE DEPARTMENT:: 0 approved w/ comments 0 disapproved 0 no review reqLfired Bldg Valuation: $ A. 2" x 1 " steel channel frame with radius top. Bolt from inside to steel supports. Overlaywith,090 aluminum faces. One # I # M . .. . . ..... 2930 West 9th Avenue . Denver, Colorado 303-629 -61 2 1 , Fax: 303 .629 1 024 E-Mail denverdesign@gor co Voltage: Revisions: Account Rep. R. Frank Client: City of Wheat Ridge Drawing # 4030-01 UL i0 01 - 6/11/12 5'-0" oa height Date: 2.25, 11 Prospect Park "M GORDON SIGN Gordon Sign Meets UL Folder Nam City of Wheat Ridge File Name: City of Wheat FOrlp 4030 Drawn by: RH SHEETI OF1 lately Requirements Scale: Noted Client Approval. 95011w" 9.M. 1"1 10 IM.11101 M. 101N.". - NUMEMn wig enaeavor to closely match colors, m(555frig rMS coms Plum UI.-MOov. ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax _ INSPECTION NOTICE inspection Type: lzz/W >- Job Address: 1153 6`W Yy';tW All Permit Number: ❑ No one available for inspection: Time .O�;1:5' AMfJ'.M)___ Re- Inspection required: Yes No *When corrections have been made, calf for re- inspection at 303 - 234-5933 Date: ' io Inspecto DO NOT REMOVE THIS NOTICE muv- S2 C��wn 6 " 4' City of Wheat Ridge .rte / Commercial Roofing PERMIT - 11538 ` PERMIT NO: 101538 ISSUED: 06, JOB ADDRESS: 11300 44TH AV -' ` EXPIRES: 12, DESCRIPTION: Reroof'.4 sqs with 15 yr ltd shingles for Skybox aver 303/235 -2855 City Ib 303/394-2802 Tim O'Connell 01-7590 C J E k PARCEL . INFO ** ONE. CODE: UA 'USE: UA JBDIVISION:`. UA ' BLOCK /LOT #; 0/ k FEE SUMMARY ** ESTIMATED PROJECT VALUATION FEES So :Fees .00 Cotal Valuation .00 k* TOTAL * *r .00 lnditions: nails per shingle ::is required. Ice dam membrane is required from L7/2010 L4/2010 Df Wheat Ridge Dofing Co. `.:1,472.85 inside exterior :walls. -Board .sheathing with any gap . greater than l/ squires panel sheathing overlay on entire "roof. :Sheathing inspection ,quired prior to covering.,Midroof inspection is not required on perm Irchased after 4/18/10. Contractor . shall provide ladder :.for inspectio :heduled inspections that cannot be performed due to inclement weathe lncelled prior to 8:30 a.m. on the day of inspection or a re- inspecti ll be assessed. n T edge to s must be fee o not violate applicable of record;:: that all onditions .printed on this (I.B.C) and all other- 3nances, for work under this permit. Plans subject to field inspection.. .at date ♦ i CITY OF WHEAT RIDGE j Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: r Job Address: 11"4 14-4 ;/s' Permit Number: 'l�S � - Ak,77 -y sz;T TI No one available for inspectioi Re- Inspection required: Yes *When corrections have been mad , Date: Inspector: DO NOT REMM Time AM /PM at 303 - 2345933 ♦ i CITY OF WHEAT RIDGE Building Inspection Division I (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address: 12,4 ° ~1 ~,t5 Permit Number:~ ..a "",z r No one available for inspecti f)6'Time AM/PM Re-Inspection required: Yes 'N, 'When corrections have been mad , 1l for re!"nspection at 303-234-5933 Date: Inspector: r1/l A//lT i3=AJn1/C Aln'rif+C W: r; PERMIT NO: 091005 JOB ADDRESS: 11300 44TH AV , DESCRIPTION:';. Replace; mtr bas3 11 _ CONTACTS E,, No Fees ETotal Valuat TOTAL r, Conditions: Must comply w/ I :r i'faccordal the 'Zonii .uu .00 0- [IT_- 091005 City of Wheat Ridge Building Division Date: 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 Plan o Inspection Line: 303-234-5933 OGORPO Permit Building Permit Application Iffil-i e `nrp~d~ :!13 C7 o A r- Property Owner (please print): C,`+, v F w ~t z ~t r ! z Phone: 7 Z r-' 2 y -33o G Mailing Address: (if different than property address) Address: 7S~ w 2 S A z City, State, Zip: tti c r; r c v $ o 3 S c 2 i= c!-, c Contractor License 0 Z o~ G G Phone: 3 0 3 ~ Z/-1,S2 J- SZ Go it ers Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date Approval: /I Approval: Approval: Use of space (description): nz C-f'K Construction Value: E ,5--o C, A 4 S s or. (as calculated per the Building Valuation Data sheeU n e `1- vv~ 4 acv 63 c c { - f'4 a "s Plan Review (due at time of submittal): $ Sq. Ft./L.Ft added: Squares BTU's Gallons Amps OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; thatI have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field Inspection. CIRLCE ONE:: (OWNER) (OONTRACTORI or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) / PRINT NAME: d, A S lei If I SS e.G SIGNATURE: Date: 7 Z ~ ! ©c/ FORM (F) 414-02 5147.. . . ~ ~ pl-mtER NAME (FRINIJ. . OWNER-X I 7ENAM I AGEM . I OfHER. . 7HE CONDIiION FOUND,AS SHOIMN BEIDN( IS NOf IN CpMpp COUID QiFNE A NA7MD. CORRECIIONS SFKKILD BE M4DE BY MEM FOR CODE AND PERMRREQUIRBNENiS PRIOR 70 PQtFOR iAMEANOIYPEOfPPPflqry, "aN-DMON m A REC~IEyD 0 s f ~ ,1 (-~CN 1 niZPCt \fP✓14 '}'0 GafJ 0~2J1 V~ „ ~ /i iMER .rGi ~r P/Ener y° ` g ~ ~ DW NORfAUN1Y F100R D MIN0. . : ACTIONTAKEN ~ . NO SHUT OFF . svEarr ' APPLIANCE OfF BO7HAPPL'. 8 METER OFP . TMEfERSHUT OFF VING - ~ ; ' WffFl fl WAFTmvafm.. ......_.L . 10/30/06 11:02:12 City of Wheat Ridge Page 1 PERMST INFORMI+TION - 060889 cruote bp]O1-1s PERMIT INFORMATION: Permit#: 060887 Permic Cd: Residential Roofing Peimit DG: 09/20/2006 Expires: 03/19/2007 Address: 11300 49TH AV Pazcel Cd: 39-212-00-094 OWNER: Address: City/St/Zip: LANO PARCEL INFORMATIDN: Zone Cd: Unassigned DU: 1 Funct Use: Unassigned Last Zone Dt: Subdivision: Unassigned Annex Dt: Cont Type: Unassigned LoL H1ock No: 0 Lega1: JOB DESCRIPTION: Install standing seam metal rooES over metal deck- Dugoucs PEES QTY DUE PAID: No Fees .00 .00 .00 To[al Valuation 24,829.00 - .00 .00 o.oo 0.00 CONTACTS: owner City of wheat Ridge 3032352811 gc CLE ffiack Roo£ing, Inc. Tim B1ack 6115 Hen P1dce, Ste A BOU1der„ CO 00301 3039995196 PERMIT NOTES: SPECTION INFORMATION: q TYPE CONTRq CALLED CNCL WHO REQ OT INS DT STAT➢S 1 iof 01-9940 10/16/06 yes BM 10/19/06 2 rof 01-9440 10/23/06 no BM ~ 30/24/06 c COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: l0-0 /Fl'T.P/~'.6~/ ICI~V,~9/ Cb.vA,'-=-cZZ~ i~en ~ 303-234-5933. All-/ o✓aT 0T ~S is ,q When corrections have been made, call for re-inspection at PrPM_S221-,Y 71-1,P~o~ T ~NTFJ'..7. City of Wheat Ridge Residential Roofing PERMIT - 060887 PERMIT NO: 060887 ISSUED: 09/20/2006 JOB ADDRESS: 11300 44TH AV EXPIRES: DESCRIPTION: Install standing seam metal roofs over metal deck- Dugouts CONTACTS owner 303/235-2811 . City of wheat Ridge gc 303/449-5176 Tim Black 01-9440 Black Roofing, Inc. - PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ _ FEE SUMMARY ESTIMATED PROJECT VALUATION: 24,827.00 FEES No Fees .00 . Total Valuation .00 TOTAL .00 Comments: Subject to field inspections I hereby certify that the setback distances psoposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions o£ record; that all measuxements shown, and allegations made are accurate; that i have read and agree to abide by a11 conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and a11 other applicable Wheat Rid9e Ordinances, for work under this permit. Plans subject to field inspection. Signature of contractor/owner date l. This permit was issued in accordance with the provisions set forth in your applicaCion and is subject to the laws of the - State of Colorado and to the Zoning Regulations and Building Codes o£ Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This pesmit ehall expire if (A) the work authorized is not commenced within sixty (60) days £rom issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. 3.. if triis permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonmene exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner ahall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and sha11 receive written approval on inspection caffi before proceeding with successive phases of the job. - 6. The issuance of a permit or the approval of drawings and specifications shall not be construed.to be a permit for, nor. an approval of, any olation 9f th sions of the buildin9 codes or any other ordinance, law, rule or regulation. All plan review ~ect t~fie 'e ions. Signatur-- e of-Chke-BUilding Offict date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE EOLLOWING BUSINESS DAY. Nov-05-98 05:07P DEVREVFAX 303 235 2857 P.02 DEPARTMENT OF PLANNING AND DEVELOPMEVT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 _ ProperryOwner:C~y Property Address : ~ jlp a)- Phone : ConVactor License No. : 0/ q VyO Company :1'5lCcc1Z A Phone : 36 Sl 76 OWNEWCONTRACTOR SIGNA7URE OF UNDERSTANDING ANO AGftE =MENT COnSUuCtiOn Value I hereby ceAify that the setbatk d'atances proposed by Nis permit application are ac ;urete, and do nol violate applicable ordinances, rules or regulaUons otthe City of Wheat Ri Iqe or eovenanh, easements or restricGOns of reeord; that all measurements shown, and a egations mada am accunte; that I have read and agree l0 abide by all wnditions printed on t is appliration, and that I assume full responsibility !or wmpliance with the Wheat Ridg< Building Code (U.B.C.) and all other applicable Wheat Ridge o~inances, for work under this ertniL (OWNER)(CONTRACTOR) SIGNED/c~~um 1 ~ Use: pZ4, ev`' Description• ~o.~.~~~,~ o✓,.u-~~-f~Fr.CQ~/C k-q mmanra Approvat : Zoning : 801fa1Rli0381ftEM Approvai: P_qpiC$W.bBI'~"sdR7llfgf~ Approval ~ Occupancy : Walls : Roof 1 USE ONLY SIC Permit Fee : Use Tax: Total: $0.00 Sq. FL : Stories : Residential Units : Mechanical License No : Company: Expiration Date : Approvai: Electrical License No : Company : Expiration Date : Approval : BUILDING Plumbing license No : Company: Expiration Date : ApprovaS : (1) This pemM way Isyuod in acportlance wBh tlro piovlsions set forth in yropur appliraEOn md Is subject to the larrs of the SUte ol CalaraQO and to the Zoning RroUatlans ana BuilEirg Code of Wheat Fiidge. Cabrado a anY otha appiimde aNir ances of the Ciry. (y) 7ryq pemy( ylWl~ p,qpie d(A) the wwk auNOtaeA is not mmme~d w~1un sary (60) dys fmm hsue tlate or (8) the bufWing aulhonzed Is auspenEed or a0antloned fa a peAad of 120 dars. viEed no Manga Iwve bee~ a wfll be maEe in the (1) It V~n pefmrt ezpires, a new Pemu~ maY ~ acqu'ved tar a fee ol one-hetl tne amoum rn malN required. pio wipinal plans an0 6pedfiaLOns antl eny suSpension a aEandonmdfl tws not excee(b i om (1) year. II dfarpes are maCe a il suspension a aban7onmrent eaaeds one (1) Yeat, PoG fea ehatl be Pald for a new cermtt. (S' - Na wark ol am manner ahall Ee Eme Nct w~~ Chan9e Ne ~uW ral flow d water causirrc a drainage prablem. ( M h II ' written a I on InspecGOn caN bekre (81 or airy otlroi erW(ann. larr. 24) lqun m advance tw ail i specVOns a s a recerve pWOVa specificappns ahdl rrol he a uW eC W be a perrtul for, rar an apprwal N, eny vbla6on ol the povisbne Chief Buiiding Inspector I' x Mayor THIS PERMIT VALIG ONLY WHEN SIGNED BY THE Ct- IEF BUILDING INSPECTOR AND MAYOR CALL• 234-5933 24 HOURS PRI{ R TO INSPECTION 09/07l2006 09:06 303-234-5924 ~AHEdT CITY OF WHEAT RIDGE V 7500 WEST 29TIi AVENUA wIiEAT RIDGE, CO 80033 303235-2811 Faz 303234•5924 C~(ORA~ CITY OF WHEAT RID6E PAGE 01/02 NEW ORDER PURCHASE ORDER: 58484 Page: 1 of 1 09/06l06 09/30/06 NET 30 DAYS 1 1.00 LOT PROSPECT PARK (4)DUGOUTS 21,642.0000 21,642.00 G/L# 32-601-500-862 2 1.00 LOT DEMO EXISTING ROOF STRUCTURES 3,185.0000 3,185.00 G/L# 32-601-800-862 TOTAL t* 24,827.00 . / rJ \ . VFNpOR INSTRUCTION&: . • SpEGIA'L"LNS$RVG7FON5r ~ F 1. MAIL. ,iTn+OICES TO: CITY OF w7[EAi RIDGE ,4$R PAO~tl5~4.Y. 3~1~Efl -0B~'~9f~18 - i ATTN: ACCGVNTS PAYTHLS G~OA7fXC~' C~4g1( RWTE',m3~3-9A~ 7553 Y . 7Sq0 P] 20TH AVBNUE WHEAT RIOGS, CO 80033 2. INVOICES AND PAGKAGL+S MOST BEAR TH@ E.O. N0. T80V£ 3. Pi1ACHASRF MAY NDi L•'S[CEm THB 1bTAL AMOUNT oF THIS ORDSR WITHOUS PRIOA APPROVAL BN THE PVRCIiASING A[iENT. 4. AC'C6PTe1NCE OF TP39 ORDE& INCLVBE£ ACCP..)?'A'pp]CE OL ALL iERM6, ' PR.T,CF9, DELIVSRY INSTRVQTION9, SPL•CIPIC71iI0N& ANl] CpND,T,'7}LONS. 5. 9TAT£ TAX F,7IL•'MPT4: 9a-03515 RINq: 84-0595832 ~ LI~'IDA PRIMBLE, P[1RC144SING AGL•NT 6. VIS2T OVR w595ITE r0[E TERMS ANfJ NNDT.TIONS: WwW_CI.WHrp'1'RIDGE.CO.US Permit Number Building Permit 19709 CTTY OF WHEAT RIDGE 1/24/2006 7500 West 29TH Avenue Wheahidge, co sooss ; -Inspecfion Line 303-235-2855 _~~yatvMeatfG~pe_ ~ - 303-234-5933 Commercial Electric PROPERTY 11300 44th Av UIIIf: owtvER: City of Wheat Ridge (303) 205-7551 Description Remove old lighting and install new lighting system for ball fields. Also replace the existing electrical service. Units: Occupancy: Walls: Roof: Stories: SqFeet: 0 I hereby certify Nat the setback d'utanc<s propo.ccA Le ~Li.a permit apptinfion are acwralq and do uot riola[e appOSable ordinsnces, rWn or regoletlons atthe City o( Wheat Ridge or covenanb, euementv ar rest rict ions of r,rnrd; [ha[ all measuremenfs shoxn, and allegetbvs mede are sceonle; tha[ i M1ave read and agree to a6ide by all contlitiam print¢tl on chis application, and olat fmc full respomIbJity for romp4evtt wiW the Whevt Ridge BuJding Code (I..B.C.) and a0 o[her applicable Wheet Rtfte ordinan~w, for work unJer this . (OWNER)(CO RACYOR) SIGNEDDATE . 1 Tluspermi[wasiewedinacronlnncemiiLWeprov6(oosu[torthivyowappGCationevdbsubjeetroNelswso([heStateofColaradoendWNeZOning Regulefiow andBuildingCadcofWhcat RiJge,Colondooranyot6erappiiwbleordina cesofNeCtty. . 2 EverypermitissuedshallbecomeimalidunlesstheworkouNesiteauthoriutlbymchpermiHSCOmmencMwlWin180dayeaReritsiasuana,orifNewark suNOriud on tM1c sire by sueM1 permit Is suspentlrA ar abendoned far a perbd of 180 days afhr [he tlme ofwork u mmmeoced. 3 IIthis permit upires, a new permit may be acquired for v fee o(oncM1alfthe amouvt vormaLLy rcqu4eA, proNded vo vhangea have 6een or w10 be made in Ne orlginel plam and syeaifications and any suspcn•inn or abvvdonmeof haa vo[ excaded one (1) yevr.lfchanga aremade or ifsuepensian or abandomuent uceedv one (1) yeay (ull fecs slmll be puiJ for n nn. yermit 4 PioworkofanymannersLallLeJunetlhmniuriinngeNenaNniilowofwatereamingadninagepmhlem. 5 ContracmrsLnllnotifytM1eBnildinein,y.'om"".my'four(24)hoursNadvanreforAinspecttomandsiullreceivewritlenapprovdonWpationcartlbefore ,p2oceedingwicNSUCCessivepLnsesoflM1rjub. 6 1Teissu eafapermi[artlreupprm:JOtitru~.hagsaodspecificaUOOSShvOnotberovatmMtobeaPe'miHOr,noranapprovvlof,avyviolatlonofNe pm ionsaftlie6uildingwdrsarmmoWCrnminance,lew,mleorregulafion. ~em SIGNED DATE Val 24, 006 Page 1 of 1 Building Permit CTTY OF WHEAT RIDGE 7500 West 29TH Avenue Wheatridge, CO 80033 303-235-2855 esa Commercial Electric Permit Number 19709 1 /24/2006 Inspection Line 303-234-5933 PROPERTY 11300 44th Av UIIIt: owNER: City of Wheat Ridge (303) 205-7551 Description Remove old lighting and install new lighting system for ball fields. Also replace the eacisting electdcal service. Authorized By guilding Approval Authorized On Pending field inspections. Zoning 1/23/2006 Approved By BM Tuesday, January 24, 2006 Page I of I 01-20-'06 14;42 FAOM-DK5 Enterprises Inc. 7206850043 WH~ COMMUNITY DEVELOpMENT t1EPAR7MENT, ' BUILDINf31tJSPECTI9N LINE • 308-2344833 C1TY OF WHEAT RIDCiE 7300WEST29THdVENUE . WHEAT RIDGE, C0 80033 - (303-235•2656) roL9 A~ APAYDf-*A, T-608 P02108 U-468 Bullding Permft Numbar. Dete: - • Properiy Owaer: C/tY aF 4WEtI T k/Q6,i PzopertyAddress: 11300 W JV#4 AUE Contractor Lieense No.: 1,-F=1-50 CAp. al a g) e~ Companx J/irS Phone: Phon.e: 7za -~B~dvy/ Bufldln.a pepG Ya/uat7on Figurar $ Permit Fee:$ Plan 12eview Pee:$ Total:$ UseofSpace(description): CIf`/ ~~i/) ~~&iy/IS • pescriptlon of work; RE~moyr a~U %6,~r~W6 AuU NV Jt~/1 ,04i ~16~~~~G •5 ~~r.~, ~d,e /~qil r=iy~p1. ~4~SV /LGPLAcE r~~ ~xrst,yuG f=i-.v s.~.eurr.~ sq.Ft,addea ConMems: Approval; Wowcs CwaMalis: Approyel: //A!~~G'7ro.•~S 'AfiSMENT COMMENTS: APproval: Walis: itoof: Stories: Resldentlal Units: Efectricai Llcensa No; !)d7f 3 ~io# Plumbing ►.icense No: Mechan(cal License No: Company: L)h~S AWT_F_,PP,P116is' Company, ' • Company: bcpiradon DaEe: Expiration Date: Expiretion Date; Aoprova~ Approval: Approval: • t (1) Thtspecmltwaslssuedln-aaordane4wlththaproWsionssetiorthlnyourappllcationahdissubjscttothelawsoftheSp6sof - ColotadoandtotAeZc0ingRegulailonsandBulldingCodesofWhsatRldge,Colotadoaranyotherappllca61eo1dinancesof ' iha Clly. • ' . ~p) Tnlgp&rmltshaqaYptretf(/) thewoiicaukhorizedlsnoEcommancedwithInsUdy(BO)daysiroMlssuedataor(g)thebullding autlioHZed Is auspsndatl orabandonadior a perlod of 18a days, . (3) Ifthlspamitt explres,enewpertnkmaybeacquRadforafeeofona-halflheamountnortnaltyreqWred,providednochanges havehean orwlll bamede Ih tha otlglnel plensend spedflcatlans and eny suepenston orebandonmenthae not e„ceeded ons (1)•yeat. If changeahavebeen ortf suspanslen or abandonment exceeds one (1) year, tuq feea shaIl be paid fnr a nuw permlt (5' Novroricofanymannarahallbedonathatw111chanpethanahnal Bowofwatercauslhgadrainageproblem. Conh3ctor alt notlfy ihe Bu1lding lnapacMi twee[-four (24) hours In advance for all Ihepectlana and shall rscahra vrtltten approva MspeMloncxtdbeto7aptaceedlhgwNhsucceaslVephasesoftheJob. (B~ Ths ce of a patmlk or the approvel 01 drawYnpa and spedflca8ons shall not be conatruad to be a permlt for, nor an app of ofthe¢rovCslonsofth ebupdingeodasoranyotherotdlnanee,law,rulactregulatlon,Allplqnreview 7s e ecflons. OWNEWCONTRACTOR 67GNANRE OF UNDEI3ST'ANUING ANp AGREEMENT ii~ . . . . . ' COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 18529 BUILDING INSPECTION LINE -(303-234-5933) Date : 3130/2005 CiTY OF WHEA'f RIDGE 7500 WEST 29TN AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner. CITY OF WHEAT RIDGE - PROSPECT PARK Property Address : 11300 W 44THAVE Phone ; 205-7551 Contractor License No. : Company: Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Valuation : I herebycertify that the setback distances proposed by this permit application are accurate; and . Permlt Fee . do not violate applicable ordinances, rules or regulations of the Ciry of WheatRidge or . - .covenants, easements or restrictions of recortl; that all measurements shown, and allegations . USO T8X : made are accurate; that I have read and agree toabide by all sonditions printetl on this . application, and that I assume full responsibility for compliance with the Wheat Ridge Building . Code (I:B.C.) and all other applicable Wheat Ridge ordinances, for work under this pertnitTot81 $0.00 . (OWNER)(CONTRACTOR)SIGNED DATE :USB: Description : 6ALLFIELD LIGHTING PROJECT AT PROSPECT PARK, NORTHAND SOUTH BALL FIELDS ' BUILDING DEPARTMENT USE ONLY Zo~~n~gb6rori~men s: SIC : Sq. Ft. : Approval : MR ' EXEMPT FROM LIGHTING STANDARDS PER 26-503. 2122105 Zoning : ~'i~8i~~~~ 19WE NOISSUES. 3123/05 Approval: CR APProval : Occupancy : Walls : `Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : - Company : Gompany;- Company : ~ Expiration Date : Expiration Date : Expiration Date : Approval : rApproval : APproval : (1) : This permit was issued in accotdance with the provisionsset forth in yopur application and is subject to the laws of the State of Colo2do antl to the ZoningRegulations and Building Code of WheatRidge, Colorado or anyother applicable ordinances of the City. ~ . .(2) : This pertnit sfiall.expireif (A) the work authorized is no4commenced within siMy (60) tlays from issue date ob(B) the huilding authorized is suspended or 'abandoned for a penod of 780 days. ' (3) If this permit ezpires a new permit may be acquired for a fee of one half theamount normally required, pmvided no chan9eshave been or will he made in the r, 'original plans and specifications and any suspension or abandonment has not exceeded one (i) yeac : If changes are made or if suspension or abandonment exceeds one (i) year, full fees shall be paid for a new permit. ' . . (4) No work of any manner shall-0edone that wili change the natural flow of water causing a dreinage problem. (5)..:' Contractor shall notify the Builtling Inspectortwenty-four (24) hours in advance for all inspedions and shallYecerve written approval on inspechon card before . proceediing withsuccessive phases of the joti.. (6) The issuance of a pemmt or the appmval of drawings and specifications shallnot be constmed to be a permit for nor an approval of anyviolation of ihe piowsionsofthe dingcod anyotherdtdi nce,law,ruleorregutatioa. C uildi g Insp tor Please sign Terms and Conditions on reverse side of page. COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: 1( o~ W"E" ~ BUILDING INSPECTION LINE - 303-234-5933 Date: ~ g CITY OF WHEAT RIDGE " 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) COGORP~~ APPLICA?70N Property Owner: C- Property Address: it Contractor Licease No.: O.F pj~~ L-1. L04-`f*.. 40--. Phone:,~oj' aoS- ZS<( Company: Phone: OWNER/CONTRACTOR SIGNANRE OF UNDERSTANDING AND AGREEMENT ! hereby ceNfy that the sethack distances proposed by this permit application are accurete, and do not violate applicable ordinances, ruies or regulaUOns of the Ciry of W heat Ridge or covenants, easements or restrictions oT record; that all measurements shown, and allegations made are accu2te; that I have read and agree to abide by afl conditions printed on this application and that I assume full responsibiliry Tor compliance with the Wheat Ridge Building Code (U.B.C) and all other applirable W heat Ridge Ordinances, for work under ihis permit. (OWNER%GOMR.CTOR): (OWNFR)(CONTRACTOR):PRINTED C)ATE Value:$ Permit Fee:$ Plan Review Fee:$ Use Tax T Total:$ Description: 'F)Atna.,"~',(~~t.aj Mc,~ A-r p~~5P4-~~'( Sq.Ft.added COMMENTS: ~ Approval: E Zoning: a o~ Y~,J GCOMMENTS: Approval: ti U ~s WORKS COMMENTS: Approval: Electrical License No: Company: Walls: Roof: DEPARTMENT USE ONLY Stories: Plumbing License No: Company: Oot7tk L ~t•::: i~ MAR I ; Residential Units: Mechanicai License No: Company. Expiration Date: Expiration Date: Expiration Date: ApProval: ApProval: ApProval: - (1) Tfiis pertni[ was issued in accordance wiM the provisions set forih in your applip6on and is subject to the laws of the State of Colorado and to the Zoning RegulaUOns and Building Cddes oF W heat Rid9e, Colo2do or any other applicable ordinances of the City. (2) This pertnil shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building author¢e0 is suspended or abarWoned for a period of 120 days. (3) If Nis pertnii expires, a new pertnit may be acquired for a fee of one-hali the amount normally required, provided no changes have been or will be made in the oripinal plans and spedfica0ons and any suspension or abandonmeni has not exceeded one (1) yeac I( changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permR (4) No work oi any manner shall be done that will change the naW21 flow of water causing a drainage ploblem. (5) Contracfor shall nodfy the Buiiding InspecWr Nvenry-fiur (24) hours in advance iw a11 inspections and shall receive written approval on inspection card before proceeding wiM successive Phases of the job. (6) The issuance ot a permit w the approval of drawings and specifio6ons sha0 not be consWed W be a permit for, nor an approval of, any vidation of the p(ovisions of the building codes a any other ordinance, law, rule or regulation. Chie ilding Official COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 15298 BUILDING INSPECTION LINE - 303-234-5933 : CITY OF WHEAT RIDGE Date 4/3/03 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: CITY OF WHEAT RIDGE Property Address : 11300 W 44TH AVE Phone : Contractor License No. : 18668 Company : Enterprise Electric Phone : 233-4915 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $390.00 I hereby certify that the setback distances proposed by this permit application are accurate, and Permit Fee : do not violate applicable ordinances, rules or regulations of the City of W heat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations Plan Review Fee : $0.00 made are accurate; that I have read and agree to abide by all conditions printed on this i ' Use Tax : $0.00 lding ance with the Wheat Ridge Bu application, and that I assume full respor~ility for com , Code (U.B.C.) and all other applicable V5h at Ridge or i nces, for work under this permit. ,-I C TOt81: $0.00 --DATE (OWNER)(CONTRACTOR) SIGNED . . Use : Description : HOOK UP NEW REPLACEMENT SCORE BOARD ON NORTHEAST AREA OF BALL FIELD. WIRE INTO EXISTING 120 VOLT UNDERGROUND WIR ING. (YOU ELECTRIC SIGN ISTALLED THE SIGN) BUILDING DEPARTMENT USE ONLY Zoning Comments:, SIC : Sq. Ft. : Approval : Zoning : Building Com`mentsr= Approval: .r ks . Publid, Wo Comme,n,ts, _ Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : 18668 Plumbing License No : Mechanical License No : Company: Enterprise Electric Company: Company: Expiration Date : 2/28/05 Approval : OKIKS Expiration Date : Expiration Date : Approval : Approval : (1) This permit was issued in accordance with the pmvisions set forth in yopur application and is subject to Ihe laws of ihe State of Colorado and to the Zoning . Regulations and Building Code of Wheat Ridge, Colorado or any other applicabie ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 720 daya (3) If lhis permit expires, a new permit may be acquired for a fee of one-half the amount normally required, pmvided no changes have been or will be made in the original plans and specifcations and any suspension or a6andonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit (4) No work of any manner shall be done that wili change the natural Flow of water causing a draina9e pmblem. (5) Contrector shall notify the Building Inspector hventy-four (24) hours in advance for all inspections and shall receive written appmval on inspection card before proceediing with successive phases of the job. (6) The iss c of a erm' r the approval of drawings and specifcations shall not be consirued to be a permit for, nor an approval of, any violation of the prow ' s t codes or any other ordinance, law, rule or re9ulatioa Chief Building I pector COMMUIVITY DEVELOPMENT DEPARTMENT ;oF wHE'rR BTJII,DING INSPECTION LIlVE - 303-234-5933 CITY OF WHEAT RIDGE U m 7500 WEST 29TH AVENUE ~ WHEAT RIDGE, CO 80215 -(303-235-2855) ~LORPDO CAT~ d~ Property Owner: ~{-G/ ~ Property Address: i1p0 / /(~{~~-~V `I l `'-u'c ' Conh~actor License No.: ~ o'C~tr/~ rt 1 1 /I /l 'J- t n Construction Value:$ 3cJ0iffl Permit Fee:$ Plan Review Fee:$ Use Tax:$ TOt31:$ Phone: ,S/) j - OR'NER/CONIRACTOR SIGNATURC OF UNDERSTANDING AND AGREEMENT I hereby certify thzt [he setback distances proposed by this petmit applicaUOn are accurate, md do not violate applicable ordinances, mles or regularions of [he CiTy of Wheat Ridge or covenants, easements orrestrictions ofrecord; that all measurements shown, and allegarions made aze accurate; that I have read and agree to abide by all condiNons printed on this applicaHon md ttiat I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C) md all other applicabie Wheat Ridge Ordinances, for work under this pemut. n ~ DESCRIPTION: Gturti 4 ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: Occupancy: , At~~~ e~' C-YL n~&A~t a0 0~t c,en~c~t~l dLt lu~ u BUII.DING DEPARTMENT USE ONLY Building Pemut Number: Date: Phone: SIC: Sq.Ft.: Walls: Roof: Stories: Residential Units: Elecuical License No: / 0 66 g Plumbing License No: Mechanical License No: Co~'W`.~1: Company: Company: Expuatibh Date: Expiration Date: Expiration Date: Approval: Appioval: Approval: (1) 17tis permit was issued in accordance with the provisions set forth in your applicatiou md is su6ject to the laws ofthe Sfa[e of Coloado and to the Zoning Regulations md Building Codes of Wheat Ridge, Colomdo or any other applicable ordinances of the City. (2) TLis permii shall expue if (A) the work authorized is not commenced witUi¢ sixry (60) days from issue date or (B) the huilding authoriud is susprnded or abandoned for a period of 120 days. (3) If ttis permit exp'ves, a new petmitmay be acquired for a fee of one-half the amomt normally iequired, provided no changes have been or wil] be made in Weoriginalplansandspeci5cationsanda¢ysuspensionorabandoumenthunotexceededone(1)year. IfcLangesluvebeenorifsusprnsionorabaudonment exceeds one (1) yeaz, fiill fees sLall be paid for a new pelmiC (4) No work of any man¢er sLall be done t}at will change the natwal flow of water causiug a drainage pioblem. (5) ContractorshallnotifytheHuildinglnspecmrtwrnty-fow(24)hoursinadvanceforall inspectionsandshailreceivewrittenapprovaloninspectioncardbefine proceeding with successive phases oFihejob. . (6) The issuance of a pe}mit or the approval of dmwings aud speciScafions sLall notbe conslrued to be a pemtit foq nor av approval of, any violafion of the pmvisions ofthe building codes or any other ordinauce, law, nile or regulafion. Chief Buffding Inspector COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number Date 15164 2/25/03 Property Owner: CITY OF WHEAT RIDGE Property Address : 11300 W. 44TH AVE Contractor License No. : 17248 Phone : 303-234-5900 Company : Young Electric Sign Co Phone : 375 9933 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the seiback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of W heat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the W h at Ridge Building Code (U.B.C.) and all other applicable WhQat Ridge q,rdinances, for work y~der this permit. (OWNER)(CONTRACTOR)SIGNEDd//, DATEL."4S`OJ Description : INSTALL ONE (1) CUSTOM SCOREBOARD. Construction Value : Permit Fee : Use Tax : $0.00 Total: $0.00 Use : BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : OK/MP Zoning : A-1 Approval : OKIBG Approval : Occupancy: Walis ADVERTISING MUST SAY'DONATED BY'. 2124103. SIGN SHALL MEET U.L. LISTING AND BE INSTALLED PER N.E.C., SECTION 600. 2125I03. Roof : Stories : Residential Units : Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company : Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: , (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the Stafe of Colorado and to the Zoning Regulations and Buiiding Code of Wheat Ridge, Colorado or any other applicabie ordinances of the City. (2) This permit shall expire it (A) the work authorized is not commenced within sixry (60) days fmm issue date or (B) the buiidin9 aulhorized is suspended or abandoned for a period of 720 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half theamount normally required, provided no changes have been orwill be made in the original plans and specifications and any suspension or abandonment has not exceeded one (i) year. If changes are made or if suspension or abandonment exceeds one (1) year, fuil fees shall be paid for a new permit. . (4) No work of any manner shall be done that will change the natural fiow of water causing a drainage problem. (5) Contractor shall notify the Building Inspedor lwenty-four (24) hours in advance for all inspections and shall receivewritlen appmval on inspeclion card before " . proceediing with successive phases of the job. (6) The ssuance ermit or t pproval of drawings and specifcations shail not be consirued to be a permit for, nor an approval of, any violation of the provisio ftefe il ' or any other ordinance, law, mle or regulation. r ~ Chief Building Inspe or COMMUNITY DEVELOPMENT DEPARTNiENT ;oF W"EqT y BiJII.DING INSPECTION LINE - 303-234-5933 ~ m CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2555) C~CORA00 ,yH 4ili"PU'i~p ~ddON Building Pemut Number: Date: Property0wner: PY~~~c;l. PropertyAddress: 1(306 W.4~ AUE Contractor License No.: OWNER/CONTRACTOR SIGIYATURE OF Ur'DERSTAPiDING AND AGREERENT si I hereby certify that the setback distances proposed by this perm$ application aze accurate, md do notviolate applicable ordinances, mles orregulaNons of the City of Wheat Ridge or covenants, easements orrestric6ons ofrecord; that allmeasurements shoxm, md allegarions made aze accura[e; that I have read md agree to abide by all condifions printed on this applicaNon md that I assume full responsibiliTy for compliance with the Wheat Ridge Building Code (U.B.C) md all other ap~licable Wheat Ridge Ordinances, for work under this pemrit. (OWNER)(CONTRACTOR):SIGNE i ~ _DATE2 11-E~ Phone:w 5't5=qo) Phone: ~ 05 Construction Value:$ Permit Fee:$ Plan Review Fee:$ Use Taac:$ Total:$ DESCRIPTION: pjpn j,p )Vygdql) C1J CUSdrn ScoiTl hoqrq{,, BUILDING DEPARTMENT USE ONLY q ,~1 1 ~~~bJ~b7f~/'1~=J~~`~5\✓ts~~^ST SGV~. ZONINGCOMMENTS: SIC: Approval: LJ~ j J Zoning:A_2 BUILDINGCOMMENTS: Approval: PUBLIG WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Sq.Ft.: Electdcal License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) Tltis pecmit wes issued in accordance vrith che provisioas set foxth i¢ yout applicafioa md is subject W Ihe laws of the Sfate of Coloado md m the Zoning Regulafions and Bwldi¢g Codes of NlmatRidge, Coloado or a¢y other applicable ordinances of the City. (2) This prnnit sLall upve if (A) fhe woxk authorized is not commenced witLin sizty (60) days from issue date or (B) the building authorized is suspended or abandoned for a peripd of 120 days. . (3) IftLispermitexpires,a¢ewpexmi[maybeacquiredforafeeofone-hatfNeamountnocmallymquired,providednocLangahavebeenorwillbemadein theodginalplavsandspecificationsandanysuspensionorabandoarneutLasnotexceededoue(1)yeaz.Ifchangeshavebee¢orifsuspensionorabandonment exceeds one (I) yeaz, full fees shall be paid for a uew pecmit (4) No work of any man¢er shall be done that wil] change the uaturzi flow of water causing a dainage pmblem (5) Coniractorshall notlfyfheBuildingInspectortwrnTy-four(24)hoiusinadvanceforallinspec4onsandshallreceivewrittenapprovalonmspectioncazdtefore pmceeding with successive phases ofthejob. (6) The usuance of a permit or the approval of drawings md speci5cafions shall not be constr¢ed fi be a pemut for, nor an approval of, any violation of the provisions of the bl'ding codes or auy other ordinance, law, iuLe or regulafion. ChiefBuildin pector vn2oos 3:05 PM Structural Engineering Calculations for: Prospect Park 4198 Xenon Wheatridge, CO 4 Column Freestanding Scoreboard, 20'O.A.H. IndeX Title .......1 Specifications .......2 Wind Loads .......3 Steel Column .......4 Footing .......5 Drawing .......6 Young Electric Sign Company 3770 Joliet Denver, CO 80239 Phone: 303375-9933 Fax: 303-375-9111 By: David Knight Check: Ben Jones Sign Engineering 3.1 (C) 1998 Young ElecVic Sign Company 2/7/2003 2:59 PM SPECIFI CATIONS Project: Prospect Park Descript: 4 Column Freestanding Scoreboard, 20' O.A.H. Stee/... Design and fabrication according to AISC-ASD, 9th edition. Plate, angle, channel, tee and wide flange: ASTM A36, Fy = 36 ksi. Round pipe: ASTM A53 Grade B or equivalent, Fy = 35 ksi. Square and rectangular tube: ASTM A500 Grade B, Fy = 46 ksi. High strength bolts: ASTM A325, non-slip critical (bearing type), snug tight. Machine bolts: ASTM A307. Anchor bolts or threaded rod: ASTM A36, Ft = 19.1 ki. Steel for reinforced concrete: ASTM A615, Grade 60. Welding... Design and fabrication according to AWS D1.1, current edition. AWS certification required of all structural weiders. E70XX electrodes for SMAW processes. F7X-EXXX electrodes for SAW processes. Concrete... Design and construction according to ACI 318-95. Compressive strength at 28 days, Fc= 2,500 psi minimum Concrete poured into constrained earth excavations must cure under proper conditions for 4 days prior to sign box installation. ( Exception: if the overall height of the sign is less than 20 feet and the sign pole is adequately braced against wind loads for a minimum of 4 days, the sign box may be instalied the same day as the as the footing is poured. ) For pier and caisson footings, concrete must be poured against undisturbed earth. Maintain a minimum 3" concrete cover over all steel embeded in concrete below grade Sign Engineering 3.1 (C) 1998 Young Electric Sign Company 2/7/2003 2:59 PM WIND LOADS Project: Prospect Park Descript: 4 Column Freestanding Scoreboard, 20' O.A.H. , Ref: Uniform Building Code 1997 ~ Basic Wind Speed= 90 mph, UBC figure 16-1 Exposure= B 20% of terrain 20' high for 1 mile. Cq= 1.4 signs, flagpoles and lightpoles, UBC table 16-H Calculation of Design Wind Pressures Height (ft): (qs) (Ce) (Cq) = Wind Pressure 15 20.7 0.62 1.4 18.0 . . p5f 20 20.7 0.67 1.4 19.5 psf 25 20.7 0.72 1.4 20.9 psf 30 20.7 0.76 1.4 22.1 psf 40 20.7 0.84 1.4 24.4 psf 60 20.7 0.95 1.4 27.6 psf 80 20.7 1.04 1.4 302 psf 100 20.7 1.13 1.4 32.8 psf 120 20.7 1.20 1.4 34.8 psf 160 20.7 1.31 1.4 38.0 psf 200 20.7 1.42 1.4 412 psf 300 20.7 1.63 1.4 47.3 psf 400 20.7 1.80 1.4 52.3 psf Sign Engineering 3.1 (C)'1998 Young Electric Sign Company 2/7/2003 2:59 PM STEEL COLUMN DESIGN Project: Prospect Park Descript: 4 Column Freestanding Scoreboard, 20' O.A.H. Ref: Manual of Steel Construction, AISC 9th Edition Areas Su6ject to Wind Forces Height Width 1) worst case T.A. to center col. 2) lower exposed column 3) upper exposed column 8.000 0.340 1.000 0.340 Area Centroid Wind (sqR) (R) (pso 14.500 11.000 18.00 2.720 4.000 18.00 0.340 14.500 18.00 Calculation of Design Forces at Critical Heights M V @ grade 15.00 M V Column Support Design Table # of Column Column Length Start End Sleeve S act fb Co/s Type Size Elev Elev Depth (P,TS) (ft) (ft) (ft) (in) (in^3) (ksi) 1 TS 4XX.19 20.00 -5.00 15.00 N/A 3.30 33.1 Allowable Bending Stresses Column Column Criteria Stress increase factor= 1.33 Type Size TS 4XX.19 b/t <190/sqr(Fy) so... Fb= 0.66Fy 40.4 ksi Sign Engineering 3.1 (C) 1998 Young Electric Sign Company 2/7/2003 2:59 PM LATERAL BEARING PIER AND CAISSON FOOTINGS Project: Prospect Park Descript: 4 Column Freestanding Scoreboard, 20' O.A.H. Ref: Uniform Building Code 1997 (Sec. 1806.8) , # Footings= 1 MomenUFooting, M= 9,095 Ib-ft Pass lat soil res, q= 200 psf Composite Centroid, h= 10.62 ft Equiv Concentrated Load, P= M/h= 856 Ib Roi Diameter, b= Depth, D= (Al2)(1+ SQR(1 + (4.36h)/A))= Actual Depth S1= (q)(2)(D/3)= A= (2.34 P) / (S1)(b)= md Ca 1.50 5.53 5.3 747 1.79 isson ft, round augered hole ft ft psf Concrete Volume Outside Width of Column= 4 in Depth of Column in Footing= 5 ft Volume of Concrete per Footing= 02 cubic yards Total Order Volume of Concrete= 0:2 cubic yards Sign Engineering 3.1 (C) 1998 Young Electric Sign Company =I -t-- 5' 14' S' t ELEVA.TION SGIwLE: 3/B" = 1,_0„ PPOrISOR PAIyEL 2 C2) i" THREADED Roo a36 ;-a"o BOLT GRADE asrn s.s. REGTANGULA.R ALUM TUBE 1 "X2"X.063" (2) STL L2"X2"Xi " 9" LONG %HE~ica~ SPRIIYG LOGK WP.bHER OU NTI NG DETAvI L 5GdLE: 1 1/2" = 1'_0" 16G SOIL GLASS 4 )P.NDY GLAY )OUR GONGRETE ►GC.IMST UI`IDISTURBED :ARTH -'G=2500 PSI a 28 DAYS C 'a m C C m ~ x 0 Z - Y > m O u N ~ ~ F 0 m 0 ~ O ¢ 2 tl m ~ 0 ~ ~ ~ ~ 9 ~ 8 i Y A ~g 1 S x Y e ~ e ~ ~ a ~ 3 b C p _ y v ~ 3 ~e ~ ~S6 - r .en o ds a ~Q ~ o W sa ~o 3 ~ ~ O X 0 0 ~ ~ ~ ~ ~ ~ r Ad R ~ D ~I ~ . I m ~ ~ ~ . ~ r . I ~ ~ ~ ~ ~ ' Q ~ ~ r r i (A 3 n 0 ~ m 00 0 ~ ~v Q .nt t ~ ~ ~ ~ ~ D ~ w ~r L J ~ ~ ~ 0 r ;o ~ fi ~ ~ d•d dLt:SO 60 02.uer opriorv B City of Wheat Ridge City Manager's Office Memorandum TO: Mayor and City Council FROM: Randy Young, City Manager DATE: February 13, 2003 SUBJECT: Manager's Update E WHEAT o P i o U ~LORADO Herr Property On February 3, 2003, the Jefferson County Disriict Court granted the Personal Representative for the Herr Estate permission to arrange for and pay estate expenses for the demolition of the garage and house located on the Herr properiy. A copy of the order granting the Personal Representative permission to incur expenses to demolish the house and garage located at 10200 West 38' Avenue is attached for your information. The contractor retained for properiy demolition met with staff on Friday, February 7°i. The contractor plans on removing the metal siding in preparation for asbestos removal and intends to start demolition of the garage very soon. Once the City receives approval stating that the asbestos was properly removed and disposed of, a demolition permit for the house structure will be issued. Donated Scoreboard for Prospect Park I have attached a memorandum dated February 5, 2003 addressed to Joyce Manwaring regarding the donated scoreboard for Prospect Park. The scoreboard is being donated through the Play Ball Program sponsored jointly by Safeco Insurance and AAA Colorado. The replacement of the old scoreboard is scheduled to begin on Friday, Febnxary 14'band should be completed by February 21s`. The City is not expected to contribute any funds towards the installation. The City is required to remove the old scoreboard, which will replace the existing board on the south field. Group Use of Recreation Facilities I have attached a memorandum dated 7anuary 31, 2003 from Joyce Manwaring, Director of Parks and Recreation, regarding group use of recreation facilities. Attached to the memo is information addressing reduced fee usage by Community groups and a copy of the Fee Policy, which was adopted by City Council at its July 8, 2002 meeting. Wheat Ridge Crime Information A memorandum from Jack Hurst, Chief of Police, dated February 7, 2003 regarding Wheat Ridge Crime Information is attached as Item 44. The memorandum is a preliminary report outlining criminal data for the City of Wheat Ridge and addressing staffing levels and services within the Police Deparhnent. Two maps, indicating the approximate locations of two specific crimes occurring in Wheat Ridge in January 2003, aze attached to the memorandum. Manager's Update February 13, 2003 Page 2 of 2 Wildfire Management Plan A draft of the Wildfire Management Plan for the City of Wheat Ridge Greenbelt azea has been submitted to the Arvada Fire Protection District for review and comment. A meeting will be held on February 18, 2003 to discuss the drafr plan. A consultant, Andy Cole from ERO; Jim Payne from the Wheat Ridge Fire District; Margaret Paget, Park Naturalist for the City of Wheat Ridge; Joyce Manwaring, Directar of Parks and Recreation and a representative from the Wheat Ridge Police Department have been invited to participate in the February 18' meeting. GENERAI. INFORMATION ITEMS 1. Order Grantine the Personal Renresentative Permission to Incur Expenses to Demolish the House and Garage Located at 10200 West 38' Avenue. 2. Memorandum dated Februarv 5, 2003 addressed to Joyce Manwaring regarding the Donated Scoreboard for Prospect Park. 3. Memorandum dated Januarv 31, 2003, from Joyce Manwaring regarding Group use of Recreation Facilities. 4. Memorandum dated Februarv 7, 2003, from Jack Hurst regarding Wheat RidQe Crime Information. 5. List of Future City Council Agenda Items. 6. Citv Council Meeting Schedule through March 14, 2003. 7. 2003 Capital Improvement Projects Status Report for the Week of February 10, 2003. 8. Februarv 11, 2003 Press Release Regarding the MissinQ Sidewalk Links Program. 9. January 2003 Wheat Ridge Municipal Court Monthly Activity Report. 10. Memorandum dated January 31 2003 addressed to Jovice Manwaring regarding the Winter Watering of Trees. ll. January 23, 2003 Board of Adjustment Agenda and Minutes. 12. Januarv 28, 2003 Urban Renewal Authority Agenda and Minutes. 13. Februarv 6 2003 Wheat Ridge Planning Commission Agenda and Minutes. ` DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 14428 BUILDING INSPECTION LINE - 303-234-5933 Date 9/4/02 CITY OF WHEAT RIDGE : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 50215 - (303-235-2855) Property Owner. CITY OF WHEAT RIDGE -~~5f~ Property Address : 11300 W 44TH AVE Phone : 467-5902 Contractor License No. : 21260 Company : AARMOR CONSTRUCTION Phone : 303-765-1361 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of VJheat Ridgeor covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and ree to abide by all conditions printed on this application, and that I assume full respon ibili for ompli nce with the Wheat Ridge Building Code (U.B.CJ and all otherapplicable eat id ordin nces, forworkunderthis ermit. (OWNER)(CONTRACTOR) SIGNED ~ DATE~ Description : CONCESSION/RESTROOM - SHAKES OFF / INSTALL METAL ROOFING SYSTEM. LARGE PICNIC AREA / SHAKES OFF / INSTALL METAL ROOFING SYSTEM. Construction Value : $10,000.00 Permit Fee : Plan Review Fee : $0.00 Use Tax : $0.00 Total: $0.00 Use : Electrical License No : Company : Plumbing License No : Company: Mechanical License No : Company: Expiration Date : Approval: Expiration Date : Approval: Expiration Date : Approval: (7) This permit was issuetl in accortlance with the provisions set forih in yopur application and is subject to the laws of the State oF Coloratlo and to the Zoning Regulations and Building Code of Wheat Ridge, Coloretlo or any other applicable ordinances of the City. (2) This permit shall expire if (A) ihe work authorized is not commenced within sixty (60) days from issue date or (e) fhe builtling authorized is suspended or abantloned for a period of 120 tlays. (3) If this pertnit expires, a new permit may 6e acquired for a fee of one-half the amount normally required, provided no changes have been or wiil be matle in the original plans and specifications and any suspension or abandonment has not exceeded one (7) year. If changes are matle or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pertnit. (4) No work of any manner shall betlone that will change ihe natural Flow of water causing a drainage problem. (5) ConVador shall notiry the Builtling Inspec[or hventy-four (24) hours in advance for all inspections and shall receive wririen approval on inspection card before proceediing with successive phases of the job. (6) 7he is 4a1 ce of a pertnit or the approval oF tlrawings and specificalions shall not be construed to be a permi[ for, nor an approval of, any violation of the pro " on ofI g cotles or any other ordinance, law, rule or regulatioa . 4 p Chief Building spector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BITII.DING INSPECTION LINE - 303-234-5933 Date: CITY OF WHEAT RIDGE 7500 WEST 29TH AVENiTE WHEAT RIDGE, CO 80215 - (303-235-2855) ~PLtCATION Properly Owner: (24tV 8f" &*%4rf2/Ad-6 Proper[yAddress:7A'AWCT7W.K 6rzid W WAPhone:-b03•4~'I.S9Bo1 Contractor License No.: 444W ~ ComPany: ~~92 tkr7¢VC?Zprt/ Phone; 3~7v 76Sl?&I OWNER/CONTRACTORSIGNATUREOFDIID&I2STANDINGANIDAGR&EivffiVT I hearby cartify tha4tha setbeck distaaces proposad bythis pemlit applicafion aza Construction-Value:/8, gQ7 r - -accaraYe, aad do not violafe applicable atdiaances, niles ar regalations ofthe City Permit Fee: of Wheat Ridga or covenants; easemantv or rextrictions of mcard; that all measummeN.a shown, and allegations made aze accurate; tLat I I~ava mad and P~ Review Fee: agrea to abida by all conditions prided m tltis applioations a¢d tLai I assume full i Tcr Tax' rasponvbiliry for compliaace mGh fho Wheat Ridge Building Coda (U.B.C) and all other applicable Wlieat Ridge Ordinaes~ for wor~derthis pe~it. TOt3~: . Description: W~~~/AGr^W _ Aoot,~,? 4%4- 57014275 ~-/,~usnac~ o9j:; S;os'tsqs ~i of l e< <r rc rr BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: Approvai: Zoning: . Approval: S'LY [i. h;5 (r<:a'.~.fnj Approval: Occupancy: Walls: RooE Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Companp: Company: Expuation Date: EaPiration Date: Expiration Date: Approval: Approval: Approval: (1) This pmnitwes issued in accordance with the provisioas setforth in yois applicetion and is su6ject Wthe laws 6f tlie State of Colorado and W tke Zouing Aegulalioas and Bui(ding Code of V✓heet Ridge, Coloxado ox auy otherappliceble otd'mances ofthe City. - (2) 11tis peimit shafl expue if (A) the wodc avthorized is not cammmced withm sixty(b0) days from issue date or (B) the building authorized u swpmded or a6a¢donedfox a pe¢od of 120 days. (3) If t5is pmnit expaes, a new pemit may 6e acquixed for a fee of ono-Lalf the amowat nmeally tequimd Prov+drA no cLarges have bee¢ or will bemade i¢ theoriginaiplansmdspecifiwtionsandanysuspensionarabandommueutLasaotazceededono(1)Yeac Ifchm6esLavebee¢arifsuspeucionmabandonmwt ~dsoae(1)year,fiillfeesshallbepaidforanewpemit (4) Nowodcofanymmvers6sllbedmethatwillehmgethenetssalflowafwatercauangadainagepmblem. (5) ConGacWrshallmtifytheBtrildingTnspectoitwmty-fmu(24)hotnsmadvancefoxallinspwtimsandshelimcaivewrike¢app[ovalonivspeeGonca[dbefwe - pmceedipgvrithsu~sivephasesoffhejob. (6) The issvancn of a pennit or the appmval uf dmwings and specitieatious shall not be waehued to be a pemit for, nor an approval of, a¢yviolationoffha pcotisions ofthe 6uiLding codu or any ather oxdinancq law, xule orrogulation. 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U L X ~ ~ ~ ~ ~ O Q ~ ~ O ~ O O ~ ~ ` ~ u) a) o -o td a)~rn a °c=~(D :E -aaD(D ~ wc° - ~n a ~ n~~ Q= m~ ~ w o 0~ 0 o a a~ ~ aD 'a ~ 3~ m a o 0 o a~ CO ° ~ 5 co m a N :3 C = tn ~ N ~ C ~ w ~ 3 c.r ~ m C ~ ` N N T ~ C~ O) X T ~ RS p-Q ~ RI ~ QS (O (C d QE s' p O~ ~ E N N N t0 ~ 01 ~ N V C N~-' ~ v 0 vi X E 3 ~ p ~ O> Q' U) "x X c6 U.a N ~rna- c`o O a) a~'NCU°~ o- q p) a>c~c°a~ s~ .ca>ai ~ • cN c ° y :o cn a~ o~ ~.Q.X ~ 3 o~~ 3 o.~ f M V N Q 0 ~ ` 'C G p ~ lE ~ Z'M Of/1 ~ N(0 ~ Y O C m o 0 - (n c a C a ~ 0 3 ~ ° ~ a C p = 3g ~n- ~ rn~ o a) ~sa a o- 1- a i c o~~. c?' a~ :6 ~ o ~ ~ ~ aDd s N ~Cn~ cO [p a~~ ~c ~ ~ o C`a rn rn~ ~~o 3 Q = v ~ o= `o ~ ~ ~ ~ ' . m- cLc rn ~ 3y~-a a m a) ~v 3s a i ~ aD a Y ~ Q .C fV C w 0 N O ~0 N C(C N 'O O_ I- tC w~~ ~ 6 lTV N N ~ o Q ' m ~QOO ~ X O y c~ v ~ Z ( ~ p 3'> ~ E ~ ~ X w 0 N O ~ ~ ~ N ~ o 4 ~ =m E > vm E o :a r~ ^°cc ~ ~ p) ~N E c ~D o c Wo aD o~ p Q N c~ U :a N r L U u~ 5 M cV - N X ~ • N u) d' Q •U) U . O- • ~ '0 ~ ~ U m a) Ne U i a tu i U a i'^.(.~^` VI W 00) L Cts U (1) 1 w m t7 _ U c~i Z ~ d U m ~ ~ w ~ N C 'e 3 C F 0 ~ d 0 M N N a m d 0 c 0 ~ ca > d in, i-+ N ~ ~ N N N O a z ~ U N O C 3 ~u -a 0 S ~ ~ ~ ctt ~ f--► d ~ ~ W N M~~ W (1) L A~ V,///' Y L- U E- a) 06 ~a) o~ U Z C6 _ ~ ~ Q CL (1) 0 ~ "6 7 ~ w_a co N ~ 0) co CIS T L N d N ~ 3 o N . Q E o O o N c~aa$ ~ ~a ~--.0 = o~ 0 ' Q a c0 ~ O . ~ U a N N E N U) O Y N CL.:E.. QN ~ m ct! N o t~-0 a~i cn ? FLa~oES M z LO Q~ ~ a x====xx==x=xxx=======xxxx====x====xxxx= ARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 7765 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 9/10/98 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : 11300 W. 44th Avenue Contractor License No. : 20108 Company : Westland Construction Inc. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate; and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. . n /1 ~ (OWNER)(CONTRACTOR) Description : Prospect Park restroom improvements Phone: 467-25902 Phone : 978-1405 Construction Value : $25,319.00 Permit Fee : $0.00 Plan Review Fee : $0.00 Use Tax : $0.00 Total: $0.00 Use: BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approved per Darin Morgan with Rick Murray's initials on permit application Roof Electrical License No Company : Expiration Date : Approval: Plumbing License No : Company : Expiration Date : Approval: Stories : Residential Units : Mechanical License No : Company: Expiration Date : Approval: (7) This permit was issued in accordance with the provisions sei Forth in yopur apptication andis subjectto the laws of the Si2te of Coloredo and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This pertni[ shall expire if (A) the work authorized is not commenced within siuly (60) tlays from issue date or (B) the building authorized is suspendetl or abandoned for a period of 120 days. (3) If this permit expires, a new permit may 6e acquired for a fee of one-half the amount normally required, provided no changes have been or will 6e made in the original plans and speciications and any suspension or abandonment has not exceeded one (1) year. If changes are made or iF suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a tlrainage problem. (5) Contractor shall notiy the Building Inspeclor lwenry-four (24) hours in atlvance for all inspections and shall receive written approval on inspeclion card before proceediing wiih successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifcations shall not be construed to be a permi[ for, nor an approval oF, any violation of the provisions of the building codes or any other ortlinance, law, rule or regulation. l7Ca11 f y fl~ Chief Building Inspector~/ THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION ,TMENT OF PLANNING AND DEVELOPMENT Building Permit Numbar : sUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 ~~q<61 PropertyOwner: C;4y o_~ ~nlJtesr'~" R~J Property Address : 11 300 &1) A v'2 Phone :4Io 7- 59oa Contractor License No. : a() 10 k Company: LAJ.e_SJLA„J Cons~rVC-f'o.J .Tc. Phone: 9~8-/S~US OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : ;25'319~ I here6y certify lhat the set6ack distanr~es proposed hy this permit appliwtion are accurate, P@frt11t FE@ : and do not violate applicable ordinances, rules or regulations of the Ciry of Wheat Ridge or covenanls, easements or restnctions of record; that all measurements shown, and attegations made are accurate; that I have read and agree to abide by all conditions printed on this l.lSe T2X : appiication, and that i assume full responsibility (or compliance with the Wheat Ridge Building Code (U.B.C.) and ali other applicable Wheat RiCge ordinances, f r work under this pertnit. TOtal : $0.00. f (OWNER)(CONTRACTOR) SIGNED~ ~ DATE.224ve, USe Descriotion: Prosp-eUf PkrK ~r O BUILDING DEPARTMENT USE ONLY SIC : Sq. FL : Approval: Zoning : ~IIICd~PS~TGb~Rts~_ Approval : I - Approval: Occupancy : WaIIs Electrical License No : Company : Roof : ' Stories : Residential Units : Plumbing License No : Mechanical License No : Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (1 ) This pertnd was Issued In acmrdance xiN the provisions set foM In yopur applirarion and Is suEject ta the laws ol the Slate ol Cobntlo arW to tlu Zoniiy Regulatians aM BuilCiny Cotle o( Wtieat RiCge, CokiaEO w any oNer aOPIK.a01e orCinances of the Ciry. (2) This permit snall ezpire d(A) the work auUanzetl u rwl mmmencM wiUhin sizry (60) Cays hom 4ssua'aak u(B) the buiidinp aWarizcd'u suspeMeE u aOanEOned tw a peAad of 120 days. (7) II Nis pertrvl upires, a new pemut may be acquired (of a(ee of onchalf the arraunl normally tCquifed, povided no changes have been m will be made in the onginal plans anC specifications a`M erry suspension a aEantlonment t+as nol uccMeC one (1) year. If changes are matle or it wspension a aOaMOnmenl esrceES one (1) year, (ull tees shall be paid lor a new pertniL (a) No work o(any manner shall be dane tl+at wfll Uange the nawral llow alwafer causinq a drainage pmblem. (5) Conlractor shall notiy the BuilCinq Inspedor twenty-(our (24) hours in advance lor all inspections aM shatl receive written approval on Inspection caN De(ae proceediing wiN successNe phaxs of Ne{oh. (b) The issuance ot a pefmd ol the approval o(drawinqs and spedficaUons shall nol Ce wnsWed lo Ee a permil tor, nor an approral o(, arry vblatlon of Iha Drovislons . of the 6uiWinQ mdes or any oNer ortllrence, law, iule or repulatian. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION "Please complete both sides of application form with submittal" ELEVATION CERTIFICATE °"'~BNO3067 ExpiresMay37, FEDERAL EMERGENCY MANAGEMENT AGENCY ' NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to provide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper insurance premium rate, and/or to support a request for a Lettet of Map Amendment or Fevision (LOMA or LOMR Instructions tor complettng this form can be found on the foliowing pages. SECTION A PROPERTY INFORMATION . wa wsuaaNCe coMraen use BUILDING OWNER'S NAME . . POLICYNUMBER . STREET ADDRESS (Induding Apt„ Unit, Suite andlor BWg. Number) OR P.O. ROUTE AND BOX NUMBER COMPANV WUC NUMBER OTHER DESCRIPTION (Lot and Blodc Numbers, etcJ cm STATE ZIP QODE Wheat Ridae CIC) a00-4z SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide Ihe following from the proper FIRM (See Instructions): I 1. CpMMUN17V NUMBER NUMBER L 3. SUFFIX 4. DAiE OF FIflM INDEX 5. FIflM ZONE 6. BASE FLOOD ELEVATION ~ 085079 ff O 05 C [2-4-88 A10 (n539g.2depth) ~ 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): W NGVD'29 0 Olher (describe on back) 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building sfte, indicaie - the communitys BFE: I I I I I I,LJ feet NGVD (or other FIRM datum-see Sedion 8, Item 7), : SEC710N C BUILDING ELEVATION INFORMATION t. Using the Eievation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reterence level 1._ . - 2(a). FIRM Zones At-A30, AE, AH, and A(with BFE). The top of the reference level 11oor from the selected diagram is at an elevation °f L.Li13h 121.I2J teet NGVD (or other FIRM dai6Gm-see Section B, Item 7). (b). FIRM Zones V1-V30, VE, and V(wiih BFE). The bottom of the lowest horizontal structural member of the reference level trom the selected diagram, is at an elevation of I I I.I I.J.LI feet NGVO (or other FIRM datum-see Section B, Item 7). (c). FIRM Zone A(without BFE). The floor used as the reference level from the selected diagram is W.U feet above ❑ or below 0(check one) the highest grade adjacent to the builtling. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is w. U teet above El or below ❑(check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest tloor (reference level) etevated in accordance with the cpmmunilys floodplain management oMinance? EJ Yes Q No El Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: FKI NGVD'29 ❑ Other (describe under Comments on Page 2). (NOTE: H the elevation datum usea' in measunng the elevalions is dilferent than that used on - the FIRM [see Section Q Item 7], then convert the elevations to the datum system used on the FIRM and show the aonversion ; equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: El Yes [Z No (See Instruclions on Page 4) 5. The reterence level elevation is based on: El actual construction El consVUCUon drawings (NOTE: Use of construction drawings is only valid if the building does not yet have the relerence level lloor in place, in which case this ceryificate will only be valid for the building during the couise of constnuction. A posFCOnstruction Elevation Gertificate will be required once construction is complete.) 6. The elevation of the lowest grade immediately adjacent to the building is: L-J5J3-4-1$J . b J teet NGVD (or other FIRM datum-see ' Section B, Item 7). SECTION D COMMUNITY INFOflMATION 1. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the buitding's "lowest floor" as defined by ihe ordinance is: I I.11_J.U feet NGVD (or other FIRM datum-see Sec[ion B, Item 7). 2. Date of the start of construction or substantial improvement r n_ i S Sil PCI 7- .-9 2 FEMAFOrm81d1, MAY90 ftEPLACESALLPREVIOUSEDITIONS SEEREVERSESIDEFORCONTINUATION SECTIOM E CEHTiFlCATiON This certification is to be signed by a land surveyor, engineer, or architect who is autharized by state or local law to certify elevation information when the elevation information for Zones A1-A30, AE, AH, A(with BFE),V1-V30,VE, and V(with BFE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the certification. In the case of Zones AO and A(x~thout a FEMA or community issued BFE), a bullding oHidal, a property owner, or an owneYS representative may also sign the certificadon. fleference level diagrams 6, 7 and 8- Distinguishing Features-If the cert'fiier is unable to certify to breakaway/non-breakaway wall, encipsure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. 1 ceRily that the in/orm8tion in Sections B and C on this aertiTcate represents my best eNorts to interpret the data available. I understand that any lalse statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ~tobert Goebel PE #25424 CERTIFIER'S NAME . LICENSE NUMBER (or A1fiz Seal) Director of Public [nTOrks City of Wheat Ridge TITLE COMPANY NAME 7 West 29th Avenue Wheat Ridge CO 80215-671 ADDRE „ ,e A I CRy STATE ZIP Copies should be made ot th(s Cert(ficate for:1) communfty official, 2) insurance agenUCOmpany, and 3) building owner. COMMENTS: ON SLAB ON PILES. AEHS, Ofl COLUMNS The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for ali A Zones should be measured at the top of the reference level floor. Elevations for all V Zones shoutd be measured af the bottom oi the lowest horizontal structural member: Page 2 YYIiH BASEMENT A V ZONES ZONES M W ln Ch rl ~ ~ ~ ~ Z F 2 ft W 0. H Z w ~ aZ 0 i OO W y J >-O W ~ U O0- LLJ I-00 ~ U ~aa ~ O N w V 0 C7 ~ ZO Z O } W J f- ~5U ~ m Q a W O W m W m a0 L m ~O ra wm 30 ~ M 1~ N 3 2 ~ 0 ~ ~ LL W \ N ~[J w 2 f 2Wy O ~ ~ a U z f n 1 > ~ w ¢ ~ ~ R N ¢ w S O O Z 0 N w zo W LL ~ F=- 2 0 4. m F' U ow = O ~ 0 U N F Y WQ Y m N F 3N K V O V1 0 N 0 Z O W N d y W z O = Q W I W ~ m 2 Q Lu F ~ ¢ 0. 2 J m ~ O Q z w y V os w aa > °z ~ U z ~n W d Y $ a G y O J O J Z LL Z Qo- 41 V ~ Z w w 2 °zr ¢ Wz ho~ ¢Q Vw~ N y W a LL J o ~ w F' a W ° Z a 0 Q i1~ W O v = w z ~ x Q ~ = W [C J ~ 62 aoa r X CC r o Zf Q 1-0 LL ~w ~ Z ~ d ¢ 6 = U1 O W W Q Z ~ J a o ~i = Y V m r f a 3w a o ~ O Q z 2 " a o Z O Q U J o. N d Z oF a w 3N x N 0 a ~ $ W ~ f € d m m m m N W J 2$ c9 tA 2 ~ f ' n Z y 1 O Q uY ~ N _ J ~ W O K o U 1- K Y O ~~J o a Q ~ C1 U 3 Q u W R c O > ;j 2 0 p1- W N m = LL ~ F W W LL S Q O ~ K' Q d z r a M H = ~ N ~ a ~ Z O ~ m W N m ~ 2 ~ ~ W d w N ~ J ~ / 1 J u i w Q = w W ( ~ J ~ m 0 y) W Q N ~ X Q V W U' 3 Q ~ ~ Il N R 9 1 0 3 N ~ J Q J LL Q ~i Q 3 Q m S N = N Q U' Q 3 ~ Q O I~ ~ ~ W N F O O F J Q V r ~ ~ W J W J W Er tA N 2 W p R LL W a m a s a f N g f o w ~ W N w a a t: ~ ~ ~ 3 a J Q N F I i W U ~ co (5 O Z V Z tW9 N ~ O ¢ f- N j Y V W m Q ~ ~ O ~ j U Z W Q > (n y ¢ y O R O W J ~ O N F Z K F ~ U' N ~ R ~ f 3 a = a 3 J ~ ¢ z a o ~ Q z F Z U J S ~ ~ 1~ 3 VI ~ Q f N ~ J a O z 6 0~; O~ a u E o« m~, o0 0_ ~ w a_ E a m o 3° _ a .L O C V O 9~ E L U c o ~ ~ o ~ o 0 ..L- o a y o.s c o 0 o~ o 0 3> c o c o y« a o oo ; o a o N>>, ~ ~ v ~ n.. ~ u•- o ~ ~ O O O V L ~ O a u w e wc'" c~ c O o'!~ p c o N v r ~ o- o 0 0 ~ o E I ~g c(6-i9 VJ l130o vU-~~A Aw, INSPECTION TICKET JOB ADDRESS ~j. ~ DATE: 7 ~ L BLDG. PERMIT# PERMIT# BLDG.CONTR .SUBCONTRACTOR ~ 9•,~.~H. DATE INSP. REQ. TYPE OF INSP. ~ INSPECTION MADE ~ REMARKS~ ~ a ~~p ~ ) INSPEC O~ TICKET kw, JOB~ ADDRESS DATE: 7 / BLDG. PERMIT# PERM ITp BLDG SUBCONTRACTOR DATE INSP. REQ.~/~I TYPE OF I INSPECTIO REMARKS INSPECTION TICKET JOB ADDRESS C9 DATE: BLDG. PERMITS ~7F PERMIT# BLDG. CONTR._ZA-q~~er-~- SUBCONTRACTOR - .fh. DATE INSP. REQ. TYPE OF INSR INSPECTION MADE REMARKS ~ W.R. FORM 6-19 W.R. FORM 619 I b 0 4 Z ,~h / % \ Iz Q d f, ° o 03 B " I \ o ` w k W 2 i¢g W • J m l3AbLA B dVtlS NVNNVH . 3ML A8 03N/V13tl 36 WOJ ~50dOtld o W~ ? g ~ . = . V Ot ~tl1Jtl3W 2 3 X W ~ W m m J \ ~ Q 4 \ U¢ Z ~ W = g : Z ~ ~~F N O IS. 'i > m Q 3 . ~ t W ; D ~ r m o 3 . ~ i \ m ~ ` V ry p i_ _ 9N,NMVd \ ~ CL V OVON 55309V W U \e ~ NO([O15 dW/Id 3N17 N31tlM H9IH 9N/~" pyyd "V . O 660N J ~ ~ ~ U I 4 I ~ u~ . • ti I~ N ~C 2 I \ X ~ ' o 3 i~ ~ ry ~ ~ I I v ~ Z k ~ m I I p ~~O S Q W 4 ~ ° a U I I 1 ` 1~ y~~ 3 N . . 2 Q W y iz J o m : Q W m I \ I ' ~ ° ~ ~ I f-- 3 ~ Q , \ ' ~1 W3^~ 6Z99o ~ M N I •b e m y ti ~ I I I O A Q 1 I pQO~~ W I Qt up z Nt i Q ~ L O ~ ? > O L o ~ ~ p ? p w ~ " 't c z . o ti r"~1 '►-1 r-""I r-~ r-~ ~i r-~ r-~ r-~ r-r r--} r--1 '-t '"_"T I ~ ° Z Q qi~ J o W ~ Ro a ~ N U W O ~ z y Ia a ~ ~ 09 • m . ~ 7ddVtl9 B ONGS NtlNNOtl9 . 3N1 A6 03N/V13tl 36 y Q Z O~ ~ 3 J= p 01 "/VOH3WwOJ Q350dONd \ Q i Z ~ w V 0 \ 2 ~ ♦ ~ p W W ~ S z t U g ~ LLI Z LLI . ~ v¢ ~E y o ti i~ )I y W m \ ¢ 2 w ¢ 2 ~ W ¢ Q ~ ~ ~ . \ \ v / f N ti ~ h 9NW dtld \ a ~ ovoa ssa00v \w J ~■[~~~~~~~~~~~q~~ry~~ NOHV15 dWnd 3Nl] tl31VM w9/N 9Nlgyyd V O h O ~ \ o R I I .o V ~ ~ W . 'l5 W WON Z) ~ I I W I ~ o L ~ S > ~ ¢ ov ~ I Q u I \ ~ ~ k -9 W a ~F h ; \ g~ q ~ i ~ . ~Oz Q r . I q m ~ ~ C W a m w m I ~ a ~ ~ I: ~ > W ~ \ I ti W^ W~ ~ i \ I ~ I I 6Z99 6 Q j .i 2 y~n W i ik ~ I ~U } J lV b m F I t I ti Q , i 1 P l]p, ~ I o3;~K a b r. ~ Q ~ uNa ~ a:~ ~ g c v m o - ~ a z c Fo Uo°m~ a n o ~ o w - ~o F>p, z n ~ o w w ~ T o i r a o ~ r~ ~ c ¢ a o-0F~ w ` m U p ~l~ Z o ~V a u oc i: .on~ov c i ~ w > a U ~ ~ S 9 vi a o o~ o °iseo~ ~ a m d` uNi ~ ' o a a N c o ClO a a op o pl~.c .co o~. F a \X > U o r u~ z ~ o X . ouu ? w > vu N ~ 0~oi~ ~'u ~ I Pa~ G ~ ~\o N V p ~ p~ , y . I O U Q w N O vzD tt 2 W t i V ~ V Qi - ~ No av,FEF ~ 3 ~D - ~u ~ ~ ~a m o ~ o rn„ e~+co ~ w ~ C V Z ~ z O I ~ I U O W ' : n ~'.:I W 0 W yI 1._._ N ' U N d ti r°"► r--l r-"I r--'i r°-i r-i r-i r-t r'l r-F r°"t '-1 r"--' z m -i 0 ~ .4.. ~ .w.. - O f~ 2 fn m T N Y D y 2 O O C C S 2? Z E 9~~ 9 H~ H Z y D 2 m H 2 T O T s m v a m oazz n v i i; z i 3 0 y m y Z N$ j 2-i A N N f it m ion ."p~,~imox m~ zm r a n A_v n ~ z y °Zzv"AOm0c ° n°z n N i v 9 0 4 N o tl y 3 p mp a c Z m< mr Sz r Z T_ D D 9 S r~ Z 1~1 p il y~ 'gi m m" y° a n a~+ p C m 2 m m~ ~ O O O N N T'- D m 20 9 m o m° ~°o f m m ~+~y z (tn ~°yC E £zx y y n- ~ m- n o s ~ n f t H ~ O y 61 m c-+r no<soo ~ o ~ a z o n y o y N y N c z m < Y'm -i~ov °O m m2O ~xy V t y T~'T O 1~1 D T H N N ~ ~ ~ m N O 2 N N T n~ y N A m➢ 9 m ~ P m T m m a i ~ W90 m n x r aa~" oi4z D O y r O D D 4 O m z~ 0 D T 2 O 1 £ y z z o y p N O < T D Z2 T X A r \ Yt n m s n a ~ m m f ~ o m~~ 003 o ti a y y o i z n~ N i n m a fCn -1 O p N D 0 a mn D~y i c ~ a m ~ m > m nD mm ~mm yz oo mm~ o n ~ 0 n Do-1 H m Om y'00 n ~ Z-° i y m a o z~ p m ~ 9 S Z T N r << m n r x^~ mo m a r; 9 O ~ O N r O A O my l m ix rmi na o~m m ~Z iyw A y y C D y y n m y y 9 ~ S O m o m+i m z a v o i o O v m p 00 N D A O r O r n 2 0 -i z N O O Gl N G> g OG O m o o v O m p O ° ~ m D Z ° ~ (ll D m D o ° m z 4 a°-nm m = z D v m r a 4 m , a1 c) 2 c 2 a ° p m m o M 3 x M z m v r z m m o o ~ o~ ~ ~ y D y z Z 0y yF g O m m m p m N m O O m a c D C N ~ N O ~I ]I Z n i C C A T 0 O ~l f ~ f ~l O n O fm*I ~L IT7 p N ~ D m d O~~ m ~ ~ 1 m p n m m ~ n~ c m a 0 O m m 0 r Z 3 O N 3 ~ o n o ~ m' z O N c ~ n u z ~ ~ o D ~ W. m' m W m ~ 1 t mi Z Z ~ t~ Z o ° ~ o \ 2 - -a r r r -i { ~ + m o m ~p ~ N i m m o F m ~ N N n f~l Z Z v ~ O V j p o' c ~I O ~ K p 0 m -i ~ y ~ - o o a o F ~ ]J m p I va O N o 0 n O m T Z m~~~~ A < n m p m- p m <s ~ n D < D t~ O ~ ~ 0 D D O W A m Z ~ m D C o `L ~ T O y ~l ~ ~ y D fZn m ~ m m v~ v m in N m z m y m o Z o D c 0 V m < ~ m m o m o ~ o ~ m m ~ v t« N o m m N T O Z "O m N m , O rtl C C 2 O P m o y -i O 2 f TI o . c i ~ 3 p 3 y m D ~ ° Z Z D Z y 0 -p ~ A o ~ ° 9 O O N ~ 1 0 m 2I z Z m z ~1 O A ~ o GZi Z 0 C z o o Gl 0 i o m ~ ~ ~ o o n A n n c » v ~ e ~ . ` y y p r ?i r N < fTl m Z ~l Z m m 3 O ~ 0 a r° n m r - m z o m s O ~ N ~ p 3 Z m m N O (n ~ ° m~ m c~i m m O o 0 m m p 0 { O o d^' m -Di T° m' 'O 3 f+t m T Q 0 O O Z . ' o m ~ ~ m I ` m m 0 ~ _ D ~ N ~ C y O 1 ~ 5 D K D o m ~ p r 9 . n ~ m m r ~ Z D X' m a o o. n F, O w m : :i = N ui V - ~ - m 2 D ~ fn v m y ~ f*I y G ~ ~ ~r m C ~ ~ C n p Z ~ ( I p ~ m m < M v 1- o m f n c ~ Z ~ 0 C N ~ m w 6i o -yl v °m n' ° 2 z . o *7 f .Z 7 c x D D o A ~ v v vZi ~ Z M 3 0 n m ipJ D r D i - z o , - x ~ r ~l X - c i z Z ~ o c~ r m-Q o m Tt 0 - c m m v o A ~ r y m °z rz- m m ~ N V9 n r f*1 2 y D Z Tv. O ~ N ~ 3 O m ~ o~ ~ ~ m ~ i N ~T, ~ ° m ~ m m I = O m O x ~ ~ N Z ~ N s y m D ~ O O O m m n = D ~ m x m 1 D z oO ~ ; m m o o Z n N D m m ~ m r D Z O N O ~ m m Z m o ,0 tn o '.i ~ < y D m -I Z ,n m ~ O 3 = S O r, 0 m ~ m m z O p ~ N ~ O Z { g ~ ~ m m m x x i N N p n~ 0 I m c N Q z ~ O 0 ; 8 I ~ N F m I O a O I N N ~ 2 ~ f O r~ mD N Z ,0 O N D ~ Z3 m~ -i = o m ,3 n OZ-1 mmm < O ~ r Z y Z 03 Nom =n O ° 0 ~ Z Gl X = C = 3C oN Am N am m~ O N Do o ~ mA ~ < r z m N 2 m O ~ m A w A r m m n T Z OA Z -1 2 m N ~ IIMF m 0 < O ~ ~ m C w Z N z ~ ~ O O ~ ~ r D N s C y H n ~ D ~ 2 N D r A Z C N N V W ~ V O 6 p<,. A < A m m" X ~ N ~ ND < -U m O Z C co m O x W 0 m D ~ C) C ~ m <v~ ~ c) 0 n =NO -v F ~ n C ;o J Z oo C)Z < mo c) <°m ONG 000 Z-o 3 m Z 1 -o m ~ 3 ~ z O ta ~ N ~ F ~ V ~ N T a, .--i N N '-I h ~ ~ U ° z ° I~+ U W ~ O a rl ~ a ~ ~ Lu = m W LL 3° F 0g¢ 1-1 H F W U m LL 5 c 3 0 N ~ `om`o ~ L O" T ~ « - U ~ m D d~ 'S E 0 aom 0V'Z pa c m y 0 6 am0 - oamM i a m "'aDc a~ o~a c m L v5m~ m ~ ~ U 2 O m Q v ~ m c m C W L N U `m O ~ m cac E« a ~ m ~«ca ~ E c m « pN ~ m U ~ ~ a o yn° 0 Ua m'~ wW - ~ =r~E ~ m~mm U =MM - ~a tm¢pC m w L m L t ~ a33 N 7 (i v 6 N rn N ~ O O L, n y W ¢ 0 0 Q M O 0 00 O ~ CLO b 14 a+ U ro v ~ N G N 6 ~ y d d v~ 9. N ~ o. a~ ~ 'Ti G ro ~ J-~ 0 O ~ N '-I N .r{ V w W O ,H o ~B: ° o a N ¢ a ; N a Z W O Q ¢ ~ O p ~ U J O Q U V > W LL ~ w w ~ r ~ a Z Z 0 0 Q O U a ~ ~ m C ~ v W m U O ~ O n o ~ « 3m ~ 9 Q a' m ~ L O O Y ai U ~ y m ~ ^ E c o ~ T A U E m m a a ~ U 00 L % O m U s c U O 0 2 U O U m ~ 6 N C s m U_. D 0 a T m m c f N IL m € IL 3 6L97#Z6g tl39N11NLNtl3d W U) Z N~ O ~ ~(3 U W Z Z a Wj Z ~m O W LL m ~ W ~ ~ 0 ~ .J W W CC J N 30 UJ a v z v~ o o- Z W a ayc «a v O ZN = g ~ ~ N 0 0 a cc O J O ~ W V ~ - ~z 1~ W a~ W ~ ~ N ~ y ~ C=O ~ ~ m ce) 0) LO d' cl) N C+5 0 ce) 0 cc 0 CO) W ix z O ~ F~ V W om cl) z ~ U Z aa U O IC N ol \ ~ ~ ~ 0 W ~ ~ ~ w a 0 v G v A Ici d ~ ~ w s w ~ ~ 0 ~ a" i-. v a N ~ " ~ vo ~ ~ Ch ~ v o Z N JJ ch (a J m ya)" ~ o 41 > o O p i . ~ i d 41 V o C C? V ¢ H Y Q ~ W ~ U Q m p ~ ~ Z ~i z O W OC O U ~ ° . y Er m o o W ~ N = ~ Z 0 F- ~ z Z F- ¢ w a ~ 'V w U a W F Q J J Q z CD ~ ~ ~ ~ ~ O p ~ o Y Z - W a U) Z N ~ ~ O ~ C _ o 0 0 'O c 7 ~ LL N C ii N C y (A U 'V O G d L lC ~ 0 W Z 0 U) z w m w a w > O m Q ~ Z D W W ~ U Z 0 0 Z ~ 7 0 a. Y Y °o~3: "o LL v -o 3 -0 C C -p i° o o ~ ~~o 0" ~ CP, ~ C U ` C ' ~ C 0 U 0 :3 co w a = 0 w Z W w m _ w > 0 m Q P: z D Er 0 o. LL ~ ~ 0 d F 0 Z 0 0 a E 0 a Iz c 0 U d H ~ ~ e ~ ~ 0 : oQ co a d C C > y o6 ~ ~ C y . ~ m E N L ~ a ?1 m ; N J 4 7 7 1 ~ ~ ~ C C = o ~ O d N > N > ~ ~ ~ a c ~ ~ C C C X X d ~ '~p E ~ . ~ ~ LL LL > d ~ ` ~ C o C co ca -ii c 06 0 ot5 N E c ro ~ ~ aD ~ ~ a a ~ - p V ~ 3 ° u ~ ca N' o m ~ ' y a i ~ p d o LL S o ¢ ac w w a x ~ ¢ ii ~ ti U. 0 H v I~ ~ _ a W c.) 0 W , 3 J = W ~ Z co ~ y 0 ~ W ~ ~ Z ~ o c a ~ a 0 = ~ O O ~ Z ua I p C.) a a U 0 % CITY OF WHEAT RIDGE FLOOD PLAIN DEVELOPMENT PERMIT APPLICATION INFORMI►TION PERMIT_~ DATE OWNER (2.f T`/ I)r uJh~F14-r Riplrie TELEPHONE 2<3 4 9 y ~l ADDRESS~SDO l,(J. 2-q77-1 A'Uc• CONTRACTOR 14141?_S1I- 5 A-S S~OC . TELEPHONE --7 t/ ADDRESS 4R~ 1/q/o GA77_AAh7C /-l1),a_dL~ ~Cl X2 0 / y PROJECT IACATION/DIRECTIONS I~~l)U GtJ, y~l T""/IVE " f»OOS PC-G i ~A~~Ic PROJECT _ Single Family Residential ~ New Construction _ Channelization _ Multi-Family Residential _ Substantial _ Fill Improvement (>50%<) _ Manufactured (Mobile) Home _ Improvement (<50%) _ Bridge/Culvert Nonresidential Rehabilitation Levee Other%Explanations /1/Llltl f~M C ,D.t L. i Zl'/ FLOOD SAZARD DATA watercourse Name 016AL The project is proposed in the Floodway Floodway Fringe_X Base (100-year) flood elevation(s)) at project site `.7 3 (4r, Z Elevation required for Lowest Floor 53q g-2 NGVD / Floodproofing NGVD source Documents: Reports/Maps )r~"O PZ41in/ 5"7U/JV FQP_ ktb!C%l-~F ~1~6-c PvWx:f Ae0spm~r r-/=M. 19010 - 9 / G-Cs- 1 of 2 PROPOSAL REVIEA CHECRLIST Site development plans are complete and depict flood hazard data: Engineering data is provided for proposed map and floodway revisions Floodway Certificate and data documents no increase in flood heights Subdivision proposals minimize fload damage and protect utilities. Lowest floor elevations are above the base (100-year) flood level. Manufactured homes address elevation and anchoring requirements. A Floodproofing Certificate certifies floodproofing designs. Other: PERMIT ACTION " PERMIT APPROVED: The information submitted for the proposed project was reviewed and is in compliance with approved flood plain management standards (site development plans are on file). PERMIT DENIED: The proposed project does not meet approved flood plain management standards (explanation is on file). VARIANCE GRANTED: A variance was granted from the base (100-year) flood elevations established by FEMA consistent with variance requirements of NFIP regulations Part 60.6 (variance action documentation is on file). ~ A '36~e H-- 61 P / ?2 Flood Plain Administrator•s Signature Date Comments: COMPLIANCE MAP REVISION DATA._ Certified documentation by a registered professiona2 er.gir.eer ^i 35-: iiilt CA32w1..+.C^m f^r flOOd 33-^ al*°Tat1^^S were received and submitted to FEMA for a flood insurance map revision. FILL CERTIFICATE. A community official certified the elevation, compaction, slope and slope protection for all fill placed in the flood plain consistent with NFIP regulations Part 65.5 for map revisions. ELEVATION AND FLOODPROOFING CERTIFICATEB. The as-built elevation of the building's lowest floor was certified as NGVD; or the building's floodproofing level was certified as NGVD; by a registered professional engineer or licensed surveyor and is on file. ~ CERTIFICATE OF OCCIIPANCY OR COMPLIANCE ISSIIED ON 11- ZR -0/0 Date 2 of 2 o r n o ~ £ C o m ~ 2 m m z p -I O D ~ Z ~ X I - r ~ ~ 2 Z g ~ m y O ~ N ~ < A ~ m r ' Nn O A r fTl m Z > ' M m f59 ^ m ~ ~ ~ z < z n m~ m p m m x < m m z Q Z m i m f l C) ~ p D m ~ ~ ~ O N ~ D ~ a N ~ r ]1 m n ~ ~ ~ m N N ~ ~7 N n ~ o o ~ m m c A T V_ <n n c f n c~ a w Z m x m ~ f N f D o a m m q ~ = O m m z f = x i - m o w T fn ° vDi y m m ' p ~ D ~ p m m F r S (n c M m N ~ r m m ~ o m ~ Z C N m m ; O 2 G) ~ m x 0 T M ~ 0 A ti 2 2 0 r C 8 w T ~ 9 m O O ~ ` m m 3 , s p ~ a 0 0 m = ~ p ~ ~ ? D O p p ~ f s 1 1 ~ 0. _ ? i ~ ~ A ~ m m m m u~ ; 3 i m R N O O C ~ 2 N D °v r n i 2 m F I! ~r ~ m £o mm D X D ~ 09 mi D $ o °z ~m O OT ~T r , ~ 3 C ~m m o Mz Z O ~D m D m Rl z° ~ ~p D 4o r ~ ~ 0 3 P 'm N ~ O N °C mo mZ O m O y v~ A $ i ~ ~m r z n N Z N z c -9 ~ 0 v m s Z D G~ Z ~ Q $ c n m ~o 00 Z < Z Gf ~ N O N ~y D ~ ~ m ~ N z I a 03 2 -1 0 K ~ m ~ m i O S. Z N p Z ~ Z y y 9 ~ D i ~ ~ \ I 1 I m r O ~ O 2 ~ 9 0 ~ S m N n m W N - z~ N = 00 p xy vN A y O p n £ y m m Z ¢ N CZi S cm o~ ~m v z 0 N c> z 31 O m ~ N -i ]1 C ~ ~ m ~ i D ~ m J ]1 G) a ~ m ~ 3 a ~l m n N W 1' N e ~ m r z i N ~ ~ O ~ i ~ < ~ r " m ❑ I N ~I ❑I D 00 O p0 9 m N N N ~ ~ N ro r n < 8 p m -a tD ~ m m F n D -a r N T O m g ~ y o O n_ ~ ° O c a Q El < y s O n ❑ m i m a r -4 ~ r 3 z a m o ' o m ❑ 9 ~ o ~ i m 0 I ❑ C m ~ O N o ❑I ° Cl ❑ m r = E]I ~ o. 1 ~ fll ~ ~ Z CV ~ Q m C 0 4 Z ~ O i ~ 0 ~ 1 o m m ° ( ~ a o ~ 3 ° ' m O O s ~ a N 0 N Q ~ o 8 s e I 0 $ Z m ~ < a 1 y m ~ y D 0 ~ v I ~ D ~ ° m D ~ r rv O v m ~ Z 0 y m 0 m z ~ O 8 W W O ~ Z = ~ O a Z D m 0 1 v a 0 m ~ V OC I ~ < sm m N X ~ 1 ~ ~n A < ~ m I Q , c imm O X Eg M D CD~ <vz Z ~ ~(p0 = Z n N ~ -i 0 C z mz< 00 0;~ Ru o-< ~r OO Q Z ~ ~ rn Z -i m v F v m x ~ ~ Z O ~ ~ ~ 41 ~c 41 ~ 0 m N n ~ 3 n. 1 o n~ o q o S~ r>V i N O~C p' S ~ o O O ~ m v ~ s n o ~ o ~ y i o m_:a o~ w o n ~ c s "p E 0 0 p e J V ~ s o a o e a 0 o £ 3 o D>> Y o 0 0 o ~ ~ ° o i O r ; D p v M ~ ~ 1 v O m ~ i m m Z 'i p o Z N = C X F m _ _ * 3 - i fn A ~ ~ m m o p r r u' i o N j c i Z ~ < M m f *t ~ , ~ x O D C m m ~ C y ~ m ~ c~i m < Z R ~ ~ mO ~ m i ~ O m p T ~ 1 D D f~f ~ N N f. A 0 z a N N ~ m m m m 0 l n F .Zl 3 ~ N m r m n n ~ ~ O N C T p D 4D tl~ t/1 m ~ f T D I=~1 T Z b ~ = O m m Z ~ = S m N r A X ! ' f ~ D m A m A -i x ~ i n m m m C Z ~ m m y r ~ [ p ~ ~ ~ N Z C y N m ~ ; O ~ ~ N 0 W O A ~ S Z Q m D M ~ m aJ o a n N H Q g m f~ ~ 3 r ° o L O r f ° ~ c~ o v o 4 n s . ~ _ ~ _ 0 ~ ~ Q m m N ~ m m c cm m c ~ ~ • m R N 0 ~ S N n O r CI 1 Z A£ 1m ~O mm D V, xD ~ m; D ?Zo Z Tm 0 O T ;M rv 3 C gm ~ OZ 0 ~n r ~v ~ a 0 3 91 m ~ # ~ °z N 00 N f ao m= O N ~ T $ ; m ~ y 1m r~ N Z N Z A 0 o m D ~ Z ~ n m ~ O op D Z < _ ~ n~ m m O 4l 1 y nA n m 0 m y ~ 3 v m m O y W Q ~ Z y V 9 ~ ~ O m Ja m ~ p mN g m u+ n~ - x~ N = 02 ~N 0O ~m zo N * CZf 2 r~m om = cZi N ~ 2 0 0 m p ~ C ~ ti a I O D c) m ) 0 i- wt a o 3 ~ a ~ m 3y a ~ 1 -n rri Z m U) N ,n u~i W iV - O W N - N ~ ~ r D < ~ ~ m m m m A m m ~ A D D Z Z 3 o x. 0 ~ 0 ~ ❑ ❑ - p ~ y e z y ~ K ❑ " m " m a o ❑I O o ❑I ° o \ ° N ❑ p ~ N o ❑ El 1 m n ~ I T 2. D ~ 00 f Et C3 m I ~ N N v m R o o O s ~ z M ~ ° N c m 3 0 N, ~ ~ O g Z ~ y ~ s o \ m a s o ~ ~ 'o > 0 - :q o x W D ~ D O { m y D O 0 a i m O ~ D N r N m ~ Z O m m 2 Q O ~ Z = ~a 9 Z D m O 1 Q ~ ~ m ~ z m 71 ~ V o0 ~ A (n m ~ X N 1 ~ N j N D G ~m O Z C mm O X Eg m m 0 D Z ~ m " Oc3 c -iF m o <Oz ~ ~~0 n z f-n m mNo V D ~ ~ p ~ -4 Z P OOzi ' mZ~ T O;Z°m M i ONm 0Qf . ~ Z ~ T r ~ rn E z I m ~ 3 ~ z 0 ~ ~ N ~ ~ ~ w O 0 m < t» - ~ ~ ~ 3 0 ° s a ° ° ° _ n a o~ o- e o ' ~.e ° +o`v ^ s o 0 0 0 0 < 7 n o z - y i o ~ c o °s ? o ^~~c c u o f ° o,y a ~ua au 0 0 _ o n o`< o w m~ m ~ s u y ~ n - o m ~ O v o j ° n - c w ~ o o o tCL m0 3- a w o_. a° n o s o 0 ~ w s a 3 0 ~ o Z o 0 0 ~ C D O d ~-O o T n ' " -I C v x o (n m m o o m Z, ° D r m m D x 3 -I m i-) ~ M ~ A 0 o: a m i >y T 2 ~ Op Z 9 V y y oi T Z °a ia m D y Z ~ 0 N m ~ o 2 r N I m pn ~ 0 ~ a r O o ~ ~ £ X ~ O m ~ = m m ZC -Df p 0 Z p r £ ~ x 2 £ 3 t A Z T N 0 p m m y r v i Z m ~ < ~ Z o ~ D n ~ o O ~ p ^ D C m ~ ~ C N m z Z p n < m 3 ~ Z m o C m I m A O D N N N O ~1 p ~ D D 31 m m T m ~ m u> tn ~ y N m m ~ n D r ~ O O N m ` C A '+1 O D f H O N = N m f D f 1 m ~ 2 G 2 ~ ~ 2 -i ]1 m z O ~ = t/ ) _ m QU T ~ N D f £ A m ~ 1 x A n m m p m p m = ~ y F ~ s r C 2 al m M m m A ~ y y y 3 Z m 0 Z 0 m ~ N ~ z v ~ w 0 A ti 2 2 O < m ~ m O n m y D 1 Z 9 ~ ? 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N f y ng ° C=i 1 ~ mZ 0 y O y p~ S*'9 m; 3 ~ ~ m 0 D ~ F~ Z D T Rl i N Z Z c 5im Z O ^'9 n ~o ~ 0 i 2 D o S x ~ y m r c n A c O 00 T 3 3 W < 2 M m x 2 ~ x .T G) 8O D2"' m N m~ r m i~ ot 0 m y 1 m ~ m m-mi Z ~ n N S T Z r ~ O ~ 9 C ~ Q x o m N~0 m z < ~ oa= < ~~D r D D-i Z m x o (j m m z D O oWr z < p = m R1 m z m ~ y c 3 r Do i Ar ~ z O ~ z N T y y m 0 ti O ~ z < 0 z 1 v ~ :F-N -o SIDE \ 1 m ~ -T, 0 ♦ 0 ~ x ~ p D mf m z ~m s~ w= D ~ V y ~1 = 00 mF ~m m z{ n 2 C m T b Z m 0 z °p O m ~ ~ A ~ 1 C ~ m c~ ~ c V 1 _ m ~ ~ ~ < r m N b O D ~ O 0 _ -I Z Oo { ~ O m ~ ~ D z rr! m m m N y~ 9 X ~ o m 9 vi W N r 41 W- A fY N r D ~ m m ~ s rn- z D 1 D r ~ o ~ N T in O Z ~ o p r o e p m p ~ c " v n v n O i ❑ s { O ❑ m ~ ~ m a \ a A ❑ r N m v ` m n ~ m 0 v ° y O a ` ~ Z 11 = Z m r N o ~ ❑I p ❑I v~ 0 ~i s ~ 41 O N rI~ v, ~ ZI ❑I DI ~ a ~ m ~ N E] r E]I ~ o m a o M n o ~ F £ ~ m? ° z z > a z 9 ❑ I ❑ I ❑ r m ~ o o N i c N W ~ N x o r~ m ~ O 9 f *1 ' m ~ MI I I s ~ ~ ^ 1 3 0 ~ O > O s o g o g ~ ° 3 F v N N N n °n fV ° , ~ ~ s v QCj . e cC i a o s s R O N 0 O m ~ s 4l v o ~ o ~c a fCji m U' X ~ i N ~ N ~ ~D < V M O Z C mm O x O 2 j F 2 m D ~ ~c3 ~F m { p -A O~q _ ~ O ~;m~ ~ X~z c°~°z~ moo 0;~! m O-< rNm 000 Z ~ ~ m Z ~ T -0 m ~ 3 ~ Z 0\ S ~ ~ v 0 6~ 3 0 ° s s ° ° ° - ~ ~ Y P y (f ~ a~ o 0 o a° o o m7- c o o ~c c o w o f 1 ' o o . J o - ~ c m a m o o~ o= o F ~ m~ 3» n a_. n o y o 3 c n Q Q f ~ o 0 o~ Ja _o. 0 C~ O C ~ 0 x ~ p cn m ~D m DD -A m ~u u-o D -4 ~ co ~ m n C 00 x p mm M m Z 00 G) ~ m 1 ~ 0 ~D n ~ I 0 40 0 .ZI n m ~ z A 0 D oo~ ~ D C w o Za~ ~ fn _ ~ ~ f Z ° Z m l l a n D N ~ Z D ~ n y Z . m n U m ~ N f~1 O ~ D r ; D ; n ~ `n f M c v x r o z ~ z .i p ~ Z ~ _ -xi ~ f m x z f 3 i A g r m v i rAn Z m m A ~ r o i ~ o y 31 ~ ~ w G > m z n m ~ m ~p z m ~ m { Z m~ 31 p y N m ~ ~ . m ~ Z F 0 v F ~ ~ 0 0 m i m N D O x zi p z N D m m ~ ~ v v m ~ m m 0 m tn ~n ~ y N m ~ 1 I r 8 9 m N C m O D f 0 0 t/i m F F T > m m Z ~ = o m m ~ ~ i i m S N T ~ ~ D D ~ ~ -i m n A D x t A p A i f n s m ~ m ~ m c z A x -ni ° - r s ~n r m m ~ N Z C m N ; m ~ ) G F D a r m y ~ y n ~ y o a n A ~ o z x r ~ ~ O 0 y 00 ? in f y ag ~ 2 N - n -i m Z ~ D m p i - 0 N r ~ y m ~ y a o F-O 3 ~ m n n ( 2 ~q roD r mD Z m m i D 0 N ~ 9 m Z Z C 0 - m m -n ~ O !~1 o o 1 = D0 ti Z > ~9 i m M r ; o T 0 ~ p 2 9 3~W ~z m x Z ~ ID x C) ~ o M m m m ~ 0 D O N - i m ~ ~ v'm D no -q c n~C Tl zm mm N y D -O m i m 0 O y O Z Z 'p y ~ O ~ ~ i ~ a) D r .c0i m v m a 3 ik 1 I ~ ~ '0 m ~ 3 a v G~ n D mE 1 y nx ~m xn N = 02 aN _ 00 `mf ~m Z NF c O T~ mm oZ m cy_i z A 0 i n N y A n 1 c m m D~ 00 oW m N N \ (J,~ Z T ~ y m O Z 1 ~ m o ~ V O m ~ m m X ~ N J N D < V M O Z c ~m O X m 0 rn D ~ ~ n C ~ <o m ~ OcQ = (no ~nC ~ Z c) z{ moo c) cm O-G ONr ' 0O 2 .D ~ m Z -i n • Z ~o ) m 0 jm ) 1 1 m io v m ~ ~ ~ z O ~ ~ ~ V ~ O , DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 8738 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 416/99 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 11360 W 44TH AVE Contractor License No. : 18440 Phone: Company : America Fence Building & Repair Phone : 690-6463 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, forwork underthis permit. (OWNER)(CONTRACTOR) SIGNED DATE Description : Installation of chain link batting cages at Prospect Park Construction Value : $0.00 Permit Fee : Plan Review Fee : $0.00 Use Tax : $0.00 Total: $0.00 Use : Electrical License No : Company: Expiration Date : Approval: Plumbing License No : Company : Expiration Date : Approval: Mechanical License No : Company: Expiration Date : Approval: (1) This permitwas issued in accordance with the provisions sei forth in yopur application and is subjectto the laws of the State of Colorado and to the Zoning Regulations and Builtling Code of VJheat Ritlge, Coloredo or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within siaty (60) days from issue date or (8) the builtling authorizetl is suspended or abandonetl for a penod of 120 days (3) If this permit expires, a new pertnit may be arquired for a fee of one-half the amount normally requiretl, provided no changes have 6een orwill be made in the original plans antl specifcations and any suspension or abandonment has not exceeded one (t) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shail be paid for a new pertnit. (4) No work of any manner shall be done thatwill change the natural Flow of water causing a tlrainage problem. (5) Contractor shall notify the euiltling Inspectorhventy-four (24) hours in advance For all inspections and shall receive written approval on inspection card 6efore proceediing with successive phases of the job. (6) The is uance of a permit or the approval of drawings and specifcations shall not be wnsirued [o be a pertni[ for, nor an approval of, any violation of the provisions of e uild" es or any oiher ortlinance, law, mle or regulation. . Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 qPPLICATIo N Property Owner Property Address Contractor License No. 6 s 7-z/ 0-F AJj~ 4V- ,4'e- Phone : Company: Phone: ~3 1, jZ)I-, ~23 OWNER/CONTR,4CTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT i hereby certify that the setback distances proposed by this pertnit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restridions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibiiity for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge or "nances, for work under this pe it (OWNER)(CONTRACTOR) SIGNED DATE ZA~ Construction Value Permit F : ee Use Tax : t ' Total Use: Description: 1/v..i'ixtti:.:._;r~ ra;~. G~,r/=~-,:.~ ~~sv~c .'~'`~---~,v~,• E'i~ti_;~ BUILDING DEPARTMENT USE ONLY rTm ,SIC: Sq.Ft.: Approval : Zoning : Klte~n n s- Approval : o Approval: Occupancy : Walls : Roof; Stories : Residentiai Units : Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approvai Approval : (i) This permit was issued in accorUance with the provisions set forth in yopur appliwtion antl is su6ject to the laws of the State ot Colordtlo and to the Zoning Regulations and Builtlin~ Code ofNfieat Ritlge, Colorado orany oNer applicable oMinances of the Ciry. (2) This pertnit shall eupire if (A) the work auNOrized is not commenced wiNin sinty (60) days from issue date or (B) the builtling authorized is susperMed or abandaned for a period of 120 days. (3) If Nis permit expires, a new pertnit may be acquired tor a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans antl specifications and any suspension or abantlonment has not ea~ceeded one (1) year. If changes are matle or it suspension or abanEonment exceeds one (1) year, full fees shall be paid for a new permit . 4) No work of any manner shall Ee done that will change the naNral flow ofwatercausing a d2inage problem. 5) Contractor shall noti(y the Builtling Inspector hventy-four (24) hours in advance for all inspections and shall receive written approval on inspection wrd betore proceediingwithsuaessivephasesottheob. (6) The issuance of a permit or the approval oj drawings antl specifications shall not be consWed to be a pertnit for, nor an approval of, any violalion of the provisions of the huilding codes or any oNer oMinance, law, mle or regulaGOn. Chief Buiiding Inspector ~ ~ ~ i ~ ~o 0 N O „ Y- ~ m 0 a w m m w N 0 r U O n m m 0 bIAIt Ul9;UMENTAHY FEE N `c1 w a m ~ W w a w ~O a ~ o d .x r• t n w ~ IJ ~ m 1 w ~ o ,C'rx' O ~ S y.~ ~ n ~ h G n C 7 ~ n F °syy< d y 0 0 z ~ ~ H 0 ~ 0 9 0 m m ~ m ~ 0 ~x ~ w r ~ a < N K O c~ o ° x w \ 0 ~ 0 , t~o0 0 i.. rv w a.a w o' o m w p o< 5' t~d f+ p m m 7d n o t+ w .r m rt ~ m 2 ro P. o w N ry o ~C ~~0 16 CJ M w. n~ T' ~7 N• ~y ~ •3 w a y o x~ w M ~o o o m I~.~uc N o om a w o o. a~ A~~• m m E o ~b ~d t+j Y M1l ~il H Lp+q I ~ r'^. m.rm ~o ti o a Haw"'~ ~ fltli' n xao N~-nm wm~ 5'o a o m m w ~ o y m~ n m ~ n a m p~ O W N y n N<- w v- m m ~ N N W 16 R w ~ 12 7~ ~ FI 1+ N IN N rt w9 9 G n$'m 4 ~i - mam ~y .C 1 w'm!g N N' w m m m n 7 m' H P. rt 0 p n'lo o. m s m o. w m.°n n m- o~ m M O H hl k p E-. n V fe 1+- O W ~O N Y 1+tD . " o y m n w m m Y m ti❑ N 'il W~ o ~p ~ v- t• ~ M~ vs N t+. 6. m~q ~ C1 Nw y 1v ~ N SY rT (C O Y- Y- tT. H LI n Y- FMIN N 'P H M N W W W 10 ~ R O 1-~ ~I' Y- W FM ap. n m.r m w n ~ q w N W H EO e n i• o m w m ~ ~m a m-o ~ m„ p to x KI .m*0ix~ aa- m n m m tf o H .n m •r W 'y m ywi ~ n m o x p y"~w~ 0 tq'~Ort! w m o. P- m M mC m m~~ '.7 fA dfl 7i O YGy M N ~ ~6 w N p w N ~ ,~7y rJ ` p~' P p m m g~ ~ o ~i < 0 y o ~ ~ .~~r s m o. mc~°o y Hia'w r~ Ca .a w~ a~O ~ a m~ n~ n M . .~o c yJy ~-n s a. 7 w~~a HOdtl °'a~~Ya 0[tl .[9 !C tl 5' ~ N R IY ~'1 O O. N C ',U ~y y n[a m m t+ E S d w p ~ tl ~ dr r*~ m y ~ m~ n N tl N Y- ~O N ~ 0 M W tl~ YY• r.o ea ~ m n m vm w y n G a w m m~'d m m m 4 n n o a Np-w F~ t- m~ wrt v-Ny o r.y y . O wb"m p ~ fe ~ M H w E N N w P. b~ :9~1 y NR N y.~'J M W ~ PryY ~ G W~ m N N R A H[Y NY. N R ~',V W y G~N ~ N w n m m m- ~ a a N, ~ g y x n w I w. ~a ~c ~y lt c rdrr `r N~y- . w m [g 0 F'' m„ me i-n r~- V w o m,ca ~°tP m G~n m q m w y m mm t m~. ~ ~y 'b H p° j w°o w o°' t' .1Dn o°' i=" n .~r °1 a ~ y . • w ~ab(ap z~rf°i.mm(]wr°-~ . 1° ° ib N M N- H w d~O Oa S N p M 1m-~ n ~ N~O N O d N N Y- O N ~ . , Id ~.j w ry'. F+- m m z o< w t•- cr ❑ a n O om a. m m n w w m~o p H 4Z~ w a~ ~n G o p n aHN-NbG O'b N t~-N' N N P. N- fY O- m ~ ~ z N o rr A~* ~ F+ S y H'~S rt p' ` P. A (O N O O N FM 5' 'S MI ~~p RJ fl ~ FII ~ W N'J Y- W . . O ~(0 N N a F+ F O N'.Y F+ 10 ~ N(0 ~G GI ~ . • ~ m m o On W.~ry rt r N. 7~ N o m y m . . r m m m k M ro~ m ~.s w"' o p. .°e b G r R' d~l O• 4arr' r C w µ . . . ° rop~ prt_R m W N H04 N2y F+ w . . NI w P o o rn y b n m m Yd.' m~* w 1° b~p I m c ~m rt m P. . N F•- A~ w M f0 E CI ~ N ~ N FnM g-p, M• N ~[f Y. . O~ M Y N Y~ b~ O^J G rt!Y 0ab' n m m- m- n0 s 99 m 00~ ~ ow ~ o ~ N M 9. ~ cr N n 0 Y. W ~ m m 0 0 M o o°z z a % w; co M w N ~ o DO - fi 4 Ea m O n H CG W Y O 0 9 0 Gd ~ ~ w H ro W O hi M K x ~ f1 n a~ k 9 0 0 M ~ ~ N °z ~ a w fr ~ (D 0 M 0 0 0 r 1 O 0 H n ~My M1 n )A O 0 V : O x I ~ ~ H H x H N L-i ~V w 9 x F+- EG ~ O M ~ w r f+ e ~ b' K N m :j 8 K v mm RI M ' I ' i 00 ZZ0~ o~ ' C ' ~ F O' ! O ~ ' T N ' m i x N I 0 ~ z N -pi o m 0 n n 0 r A ~ D C7 O ~ N \ ~ -P .I C~ c 0 ~ ? ~ ~ [+1 ~ O "'3 z ~ ~ '0 ~ O o z ~ 0 rn " ~ v yv N wI ~ ~ ° ~ C~a ~ .t N ~ ~ J ~ y STATE DOCUMENTARY-Ftt S'/O~ L 2 G i99 1 D• OZ~ ~ I', l~ ~ ~ E0°0. .aHH"i bM o.•f°,O Hc rrm H ° t+7 i &.r.4 O ~o s. C021 ~a y i-F7i ,0 W,w „ ~5' Eb ~,p ~ °,OM ~r ro ~ Cr+7 ~ ~ ag.. . o~ c~" ~ ^5• ~ n~.-- ~ p-ao ~.i.a~ o ~ ~ ~ a.~' mv~ G2'm. ~ . gm0 ms'm~.~°' ~ Sro • ,~GC ~n ~m~'='3~.y 5°om a o a ~ og -uam. a o. ~.G•~* . c n o O,ft, ~ro 5' c }q ~ ~ o a o - f]tdf]v~ F 4• ~ o~~r~ o° Iol• i ~ y ~ ~ ~j ~p . ~E n! 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SWIL !E ]S FEET. : nLL WTDOON U(MING 214L1 !E IN ACC011DAMCE wliH SEC:ION 26- 30151 Of INE WNEAT iIpGE CCOE Of 1A.5. . 8. M-L "ROSp r''iH ~E L~~ p4E E C'ODE OF O L1~•~£ IIiN SECLION 26-33 OF j~[ C 9, TRIR D I5 DESIQUiED FOR USE W5 A YIIIVAiE SiPEET AND EISE~ENT FaP :MEOCEVCT aNp SENV'CE v[HIQES UilUiiES AND O~mE~S ~ssoci~.axD xu av"SiaE=T TVaRR~iMG~At OWEDW ip {pAO! 1 t5 LO pE USED F011 UWSGPING PUNPOSES AND WILL 9E WINT11HE0 1~' tME !~GVF0111~Ea5 SSUC11ilON. il. iqlR 9I3 i0 !E USEJ FW 41OSUPIMG /.NU IS PN EaSEYEN1 5[pGP~1EtDOCVYENf -ocCp tq5F02Jl561p uiMEIL<1NSU SNG aY ILL 9E WIM'a1xE9 3y TNE M4YEOVMEiS -SSOC1<iION. KA`* ~~EPiFED 9r UME EMG.MEEAING SEivICE. IhC. 9500 WES* 11iN e:MVE Le~FEMOD CO 3 l03 -p6 I5 7EL ']Oil +jt- O't . I3O31 SIEEi ' o[ 3 VREp AED lV^4 196 MJECt T 69-1 Bob Bammerlin Couniy Treasurer 100 Jefferson County Pkwy. Golden,CO 80419-2520 (303) 271-6330 - Office (303) 271-8322 - Automated TAX DIST. 3109 JEFFERSON COUNTY COLOt~ALj0 PROPERTY TAX STATEMENT scHeouLE Ho. 423179 1997 TAXES PAYaBLE 1498 DOING BUSINESS A5: . I PROPEflTV LOCATION FIN. INST. VACANT LAND SEC.TWN.RNG.QTR. SQ.PT. LAND 8LK L0T KEY BOOK PAGE . TAX AUTHORITY TAX LEVV • TAX AMOUNT PARKSIDE PATIO HOMES SCH00L. - 21 0369 NW 72752 0002 F0260434 SCHOOL GEN 36.8790 302.78 . . SCHOOL BND 14.4820 " 118.90 - " COUNTY CNTY GEN'L 14.5290 179.29 DEV DISABL .4840 3.97 _ R&B SRVCS 3.3010 - 27.10 - - - - SOC SRVCS 1.3300 . 10.92 . . CAP'TL EXP 2.0720 17.01 - - - LIBRARY 3.3850 27.79 ; . - . . . . . , CNTY OTHER -.0220 . -1--.18 . . . WHR 2-4520__ .-.'20._13-. AFD 3.4620 28.42 . . FSD 3.7110 - 30.47 ' UDPCD .7490 . 6.75 . . VWD 1.6900 -13.87 * REPRESENTS A TEMPORARY MILL LEVY REDUCTION VACANT LAND PROPERTY VALUATION DUE . FIRST HALF TAX LEVY F FULL'AMOUNT ACTUAL LAND . 28,320 28g . 363.49 oue naaa ao ASSESSED LAND . . 8,270 DUE SECOND HALF - . ASSESSMENT PEFCEN7AGE nE J 363.49 88.5480 726 98 RESIDENTIAL PpOPEFTY 9.74% ALL OTHER PROPEHTV 29.00% S . ~'I1~1'~Itl'I111'~11111'1I11't~1tI~11~1'1111I~II111~I111f1'11I . AUTO 5-DIGIT 80001 R & J ASSOCIATES 8600 RALSTON RD ARVaDa, CO 80002-2351 UNPAID TAX LIE_'1 1996-00979 IF PAYING IN PERSON BRING ENTIRE TAX NOTICE SEE REVERSE SIDE FOR FURTHER INFORMA710N - RETAIN THIS PORTION FOR VOUR RECORDS. --DETACH HERE AND RETURN THIS COUPON WITH PAYMENT . MAKE CHECKS PAYABLE TO: Jefferson County Treasurer SCHEDULE N0. 423179 UNPAID TAX LIEN 1996-00979 TAX PAYMENT 1997 PAYABLE 1998 DUE PULL AMOUNT APRIL ]'L( . 9$ 30 OR DUE FIRST HALF FEB 1 363 49 28 . R & J ASSOCIATES 8600 RALSTON RD axvnnn, co soooz-zssi