The URL can be used to link to this page

Home My WebLink AboutSite Certifications - 06/23/2008North Star `► design, inc.� June 23. 2008 Jay Barber City of Fort Collins 281 North College PO Box 580 Fort Collins, CO 80522 RE: Kingdom Hall of Jehovah's Witness, Fort Collins Colorado — Timberline and Kechter (Project #242-01) 1014f/ xi1/rii Al Mc Barber, , <71 ", �/ oe X11205z" This letter is provided to certify that the grading and drainage improvements for the Jehovah's Witness site located on the northeast corner of Timberline and Kechter have been constructed in substantial conformance with the approved plans by North Star Design, Inc. dated July 25, 2006. All elevation information for the grading certification is based on a survey completed by Hammer Land Surveying received on 6/17/2008. This certification includes the following improvements: • The finished floor elevation of the building, • Storm pipe within the development, • Grading for parking lot improvements, • Volume of detention ponds, • Outlet structure. Please call me if you have any questions or if you need any additional information. Sincerely, Troy Spraker, P.E 700 Automation Drive. Unit I Windsor, Colorado 80550 970-686-6939 Phone 0 970-686-118B Fax LOCATION: PROJECT NO: COMPUTATIONS BY: DATE: DESIGN POND 1 DESIGN POND 100 year MVEL Spilbyuy Elevarlan 100 year WSEL Spilhyap Elevation STAGE - STORAGE TABLE (INTERIM CONDITION) Kingdom Nall oflehoahs Witness 242-01 SB 620/2008 v V I VA%C.- 100 yr Retention Volume Required = 1.255 acre-R Stage (11) Surface Area W) Incremental Storage (ac-e) Total Storage (ac-ft) 4947.7 0 4948,0 415 0.001 0.001 4948.5 4.340 0.023 0.024 4949.0 9.020 0.075 0.099. 4949.5 10.960 0.114 0.214 4950.0 13.260 0.139 0353 4950.37 14,316 0.119 0.471 4950.5 14.670 0.042 0.513 Stage 01) Surface Area (fl) Incremental Storage, (ac-R) Total Storage (ne-fl) 4947.0 6305 4947.5 7,320 0.078 0.078 4948.0 8.350 0.090 0.168 4948.5 1 9,430 0.102 0.270 4949.0 10.525 0.114 0,394 49495 11660 0.127 0.512 4930.0 13.180 0.142 0.654 4950.37 17.082 0.130 0.794 4950.5 18.390 0.051 0.835 I LOCATION: PROJECT NO: COMPUTATIONS BY DATE: ASBUILT POND1 ASBUILT POND 2 100 year IVSEL Spllhrap Ekwarion 100ycar IVSEL Spillway Mwalion STAGE - STORAGE TABLE (INTERIM CONDITION) Kingdom Hall ofJehovahs Witness 242-01 SB 6n_o12008 Stage (R} Surface Area (H') Incremental Storage (ac-A) Total Storage *40 4947.7 0 4948A 46 0.000 0.000 4948.5 2.855 0.012 0.013 7:560 0,058 0.070 10,850 0.105 0.175 M 12,530 0.134 0.309 14,720 0.136 0.445 15:050 0.022 0.468 Stage 00 Surface Area (ft2) Incremental Storage (ac-R) Total Storage (ac-fl) '4946.95 0 4947.0 4,105 0.005 0.005 4947.5 6,.755 0.062 0.066 4948.0 7,900 0.084 0.150 4948.5 9.045 0.097 0.248 4949.0 10,180 0.110 0.358 4949.5 11.310 0.123 0.481 4950.0 13,175 0.140 0.622 4950.43 15.717 0.144 0.765 4950.5 16,100 0.024 0.789 Total Retention provided - 1.211 d 1. Z55 C-� 0. 04A Ae-i'r Veal c(osC. `1'o c7esty�.. WTYurta...+ Volvw&ac- LOCATION: PROJECT NO: COMPUTATIONS BY - DATE: DESIGN POND ASBUILT POND 1 IVQCV 100year IPSEL Sptllivay Elevation 11'QCP 100yearIPSEL SpNlattvElevatlon STAGE - STORAGE TABLE (ULTIMATE CONDrrioN) Kingdom Hall of Jehovahs Witness 242-01 SB 6120l2008 100 yr Detention Volume Required = 0.399 Water Quality Volume Required = 0.057 Total 100 yr Volume Required = 0.455 Stage (11) Surface Area al") Incremental Storage (ac-ft) Total Storage (ac-ft) 4947.7 0 4949.0 415 0-001 0.001 4948.5 4340 0.023. 0.024 4948.76 6774 0.033 0.057 4949.0 9020 0.043 0.101 4949.5 10960 0.114 0i215 4950.0 13260 0.139 0.354, 4950.32 14167 0.101 0.455 49505 14670 0.160 0.514 acre-ft acre-ft acre-ft Total 100 yr Volume Provided = 0.455 acre-ft Stage (11) Surface Area (R') Incremental Storage (ac-ft) Total Storage (ac-ft) 4947.7 0 4948.0 46 0,000 0:000 49485 3.620 0.016 0.016 4948.76 5820 0.028 0.044 4949.0 7.850 0.038 0.081 4949.5 10,950 0.107 0.199 4950.0 IZ530 0.134 0322 4950.43 14.678 0.133 0.455 4950.5 15,050 1 0.158 0.480 c- 17 frvvr do j Q V G I III I li ii I III y>1T II � It I I u I I E III_ PETER ETU. i0 LIS TO VLAN AMI _.,y. PXL SAND I I GESCA,wAft _ COBBCVPAND OUYn'N 11CtiCN ULTRA I , II "STAG; EDGE I OE PAYMM1. jl I CC I I � w ro le I l2k 1I NIG>•1 fY-W.l 1T I I Ij I I Sm � I F I Ir yv IT EF SIO'WAtx N,8 .6' TRk I II T )I II Ft I � WHNU NIWu II ENO ROAD 1.1".5TRIIRI, II MATUI EXISTING rn I I !T$y PROrOSiU ASPNAI T [LT LIRE HLWI' II I�S�HD [NOP05E� ttrAN R1 INIlT1EP U N CWSMUCBgR $NAIJ. MAi EaISIMG n4Nµl 91 NOn / I WAIX Y�1f, � p P TO t MA'CN 'iIDLWALN F H D rPU K E ASPNAII N v-----�-_ - --- - ' _ L— ---II— qa - —I - - A V I i ". RECORD DRA WING I ruwosm wn1N. r NSALL 1WF XI - NIG411 a0'.2v' SYAVCREn Wv BTET80N CREDX 21q Fl)A(S Mrll HIIHNI (XfA1C P I LII I QUAL I WnL 11 nCrAll. 191EEl. I. I 't TAX EXTI: Nl YN(Xy N'r RCUNDANY ` I rTINO I rD BE V5ED AS A SEOIMLAIF I IRON ITT' cuNs WAIL CLEARED O T URWGNI 10 nMY1n5 PLC rLWU WOMEN I AND - CNAIX PMON POIO 2 IC yTE CLAINlG11CN g_ \ B j PNDrDALD :R. °' !� a- IMIfnnON 01 r@1 NATO, ExPir" EAT.A. MAlrll Ii p$iW6 NI.. NIGNED ^ {) l I � Ui0UH0 IRPIF.A ULW III ION E1✓H I � -lt1%- I is L J.C]URf. 1 •��. PP CdILT1[lE r1A:-V`.ia M_xnr.V rX n n I Y LRH (`31 i I P mRs AO55 (rn" n CUED, ; T *Qft N I vC I r��yfFp Al nN� V n• JAiF Af m IT I I'9LIL'VUFIi �f w BLIDIN(B Jn UO /- ACCtS, i� _ LMLRGENC+ ISM, _,yxrNN I Sr i n I_ I v0 _ L �/ II TII Ir er p I 4.I. y _ - 1A PCID R qJY V L cWwL ;. rAu �MT�E�:.Is �W ru11 rNai�b MI j I rV 3 Yw PQa ( >TNT K HTER ROAD LINE p Ay3 REFEP IC SIRCFi PLAN AND PPq ILf SHEET; FOR LORD k - WISER CESON L E Pow VXt(WRV:LI Spf£ a' CAK41 N1 IT ..I AP 'P.CI `II✓I RECORD DRAWING NOTES 1. RFCOPD DRAWAC INFGRMAVM (F 0MUNE ESA, AND DIICN S°OT &EVA NONS) PROUOCD BY NAMNER SORW)INC CYV A/AE 02 2001 N0,97N STAR AE-9l . AMC ACY M NO RE.SPCRS'ILYL/lY FOP 7NE ACCURACY a, 7N/S #VFC)PMA 7/LR, 2 RECORD DRAItlN0 /NFOPILARCW LS SX/OMN /N ITALICS S SEE aWQNAL APRPOLEO PLANS FOR 7NE PROJECT FpP ALL OPIOYNAL W,6W /NFLWA&I AM CALL UnUTY NOTIRCATION CENTER OF COLORADO 1.800-922-1987 SN1 2-BOMNESS DAYS IN ADVANCE BEFORE YW DIG. CRAM, OR CXGVAW TH FOR E MANNING Or UNDERGROUND MEMBER UTILITIES. OR SITE TRAFFIC AREA RECOMMENDED PAVEMENT THICKNESS (INCHES) HOT BITUMINOUS PAVEMENT AGGREGATE BASE COURSE PORTLAND CEMENT CONCRETE TOTAL AUTOMOBILE PARKING 3.5" 6" 9,5" MAIN TRAFFIC CORRIDORS 3.5' B' 11,5" DUMPSTER LOCATION 6" 6" PAVEMENT RECOMMENDATIONS FROM "GEOTECHNICAL INVESTIGATION AT NORTHEAST CORNER OF TIMBERLINE ROAD dt KECHTER ROAD" BY LANDMARK ENGINEERING LTD, DATED MAY 27, 2005. PROJECT NO, FREDED-4J5F-02-709. 3i OF 2.' xU' m 41F I 1 l MAICN NwwEMSOMI nDN oncll I iI jInn uflDLla'NaM I MOVER CON. LSnN4 I R TGAIl. UI I(7n 'Am A A..Tm FROM UL 10 1" llA� KR _ llf:t l I I I I I I 1 I 1 6 TYr: GUTTED L rtlPRn, 2GARB OEM., LXISv.BOUNDARY I ml 1 I I' I RMwnrp, P.0 30 15 0 30 SCALE: 1' - 30' ORAI2H8 LEAEl� EX EXISTING EE PERSNE0 FLOOR R ROWUNE HP HIGH PUNT TOW TOP OF WALK EC° EDGE OF PAYMENT ROW RICHi-OE-WAY MV INYflIT OF PIPE TOM TOP OF BANK ARLL SPILLWAY ELEVATION EXISTING CONTOURS APP MENG INDEX CONTOURS PROPOSED CONTOURS —Am— PROPOSED INDEX WFITWRS '— PROPOSED FLOKLINE — PROPOSED AFLOW CURB PROPOSED WTFµI CURB — PROPOSED 2' CONCRETE PAN PROPOSED MAIN PIPE RIPPM I. SEE LANDSCAPE PLAN FOR PLANTINGS NRWOHOUT ME STE, z BNEIK PROPOSED RALPS, WAMCx AND CURBS CORRECT TO EXISTING DRPoES OR SWEET& ME AREA DlSNRBFD SHALL BE MANNED RI A CONDITION EQUAL TO OR BETTER MAN EXISTING CONDITIONS. 3. TRANSITIONS Or CURB TYPE 0.nolk, OUTALL) SLALL BE MADE IN S (TYPL A. PAYMENT SECTIONS TO BE PER GEOTEWNICµ REPORT. S LNNTS OF STREET CUT ARE APPROXIMATE. MAL LIMITS. ME M BE DETER M IN ME nEm BY THE Ott ENGINEERING INSPECTOR. ALL REPAIRS ARE TO BE IN ACCORDANCE 'MM CITY STREET REPAIR STANDARDS. B. WNERE EIUSMIO ASPHALT IS TO SE WT. CONTRACTOR 91ALL PROVIDE A CLEAN, SYODM SAW CUT LINE PROPOSED ASP11µT SALL MATCH EXISTING ASPHALT AT U. CUT UK ]. REFER TO SHEETS T k fl FoR STORM WXPR PLAN k PR011 B. ME FISHED FLOOR ELEVATION SMOYM 15 ME -'—ON ELEVATION REWIRED FOR PROTECTION FROM THE 100 WAR STORM, 9. ME X7MR IN P0405 AND ALL DISTURBED AREAS SHALL BE UNOSCMEO PER ME LANDSCAPE PLAN, 10. SPUTTER BOX CONSTRUCTON SHALL NOT OCCUR BETWEEN MAY 15 AND JULY 15. 11. SPUTTER BOX CONSTRUCTION MAY NOT OCCUR BETNFE]N APRIL I MO OCTOBER 15 "TROUT PRIOR WRITTEN APPROVAL FROM THE DIEM 011 ICAnM COMPANY CONTACT JOHN. BAUM (970) 223-I068. :.ND PROPOSES wA, r. 12. 1RLtlwnW dTCX Must REMAIN USMILE BETWEEN APRIL I AND Xr 15 WIALL UNLESS CONTRACTOR OBTAINS WRITTEN APPROVAL FROM ME BIFHM IRRIGATOR I BMNICIL.NE ME III COMPANY. I END ,Rwasn, CURB k CUTTER AasO I _ I' � ryA ATEO N�1 I I WINED RIPGM NO ROAD NcnUN. 1 I' PE III'I MSTNTYPEPE J RARMI.NH. / R 490 -m+T.. 0 Pt'j i'w r -nl IT47Z A ,�q1 \I. 49AB.)IT� ug 1.9.E ` 4947 q_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4---- 0 4Bb N' ma L-- r 6R6r _y t`, ^NC tTW M'rCX EY. ,NI: 11,14 p :• •h1I 1 'iPHN'-nA.TUTNI c I'TN(I `ll REMAIN BLEHM LATERAL DITCH COMPANY PLAN APPROVAL CHECKED BY: Dale City of Fort Collins, Colorado UTILITY PLAN' APPROVAL APPROVED: Oily En91new Oale CHECKED BY: SHEET Paler k 'MnblAct- OUR, Date CHECKED BY: SMAT, lw wmy OTT. CHECKED BY: PVAe k Racrgllan pate CHECKED BY: 5 OF 20 Tv11k Erl,neer DPIe CHECKED BY: Job No. 242_01 DPIe 2A I I I I , I I , I FES A I N 5b519 I E 5314.39 I I I STORM TA I �`. YNOIQE ♦-1 6 , {' Mi TOP MANHOLE '` i SrA 011Q68 —J E553�2423J r R I l I WE WAER O SNEEI S FEW I I I I I I -STORM 2 On I9oFoem FOULOM Y 4 _Y I II LL-- 1 I - 777 WARDI QUALITY s 1 OUTLET sTRYCTURE I MAxNIXE {-] - -. T sTA ti60.6{ N 51JSO9 { Mr i� MA.. i SiA 1.29,68 N 515388 E 5322.8l ------------ S1IXM J T— PNSTING RCPERIY I eaNOARY I I I I ES 1 I STA III TA SiA w00 PROPOSED N 510593 Y 51MOM r RIGHT-W-WAY E 511151 I E 51J59. —______ I KECHTER ROAD RECORD DRAW/NG 40 20 0 40 BO SCALE: 1' - 40' NDTE5 I ALL STORM SEWER SHALL BE CLASS III RCP WITH WATER TIGHT JOINTS PER ASTM C443 UNLESS NOTED OTHERWISE. 2 PIPE LENGTHS SHOWN ARE TO CENTER OF MANHOLE OR INLET AND INCLUDE FLARED ENO SECTION 3 ALL PROPOSED STORM SEWER. WITH THL EXCEPTION Of A PORTION OF STORM 2 AND 2A. IS PRIVATE AND WILL BE OWNED AND MAINTAINED BY THE PROPERTY OVMER. 4 THE CITY OF FORT COWNS SHALL MAINTAIN STORM 2 FROM THE FES (STAHILO) 10 INLET 2-1 (STA 01-87) AND THE ENTIRE STORM 2A 5 NORTHING AND EASRNG ARE FROM CENTER OF MANHOLE OR STRUCTURE, CENTERED ON FLOWLINE FOR INLETS OR AT THE ENO OF FLARED END SECTIONS (FES) IJTIITY LEOEHI EXIIsnNG FIRE HmPANI • I.SFAG MEeR AT Y} Furnxc IOA EI H .' E] 1...NG IL F CTR{ 14hi v EXISTING WITI, AAA • FX.STNO WLER.Mr. PI•• F ETIG IRRIGATION VALYF • ECSTMG cARLE TV PEDESTAL FWW04D STORY "I PRaosD WATERI s VAIVE PRCLOYD S.'0. MY SEWER & MANNE I. SII. S'. pK k IM I •O EMSTMc I.MTMT ¢YER 4 ..E •A E.'s TING WA1FR LIN EFSIING RECNO "WE G EXi5TAG 45 L.. PRAEATY LNE RIFT-OF-IIIII LIRE - PPIi0Y0 EAMMENI LIVE — IXOip3o I'LONLINE —.I//— F.;STMG FOIE OF 4ryM.I RECORD ORA BIND INFDRNA LION RECORD DRAWING NOTES 1. RECORD LRAMENG 9#1ORAIAROY (fZOAUWF. EOA AAV DIION SPOI ELEYARMS) PROWRAD9 BY HAMMER LAND SLRHE1,2647 M ..E/NE Il, 200[L NORM STAR DES/ON, /A/C ACCEPTS NO RESRORI FOR RYE ACC/RACY OF RWS LNFORNA ROW. 2. RECORD ORAINNG INFORM POV /S SHOWN /N ITALICS 3 FOP CLARITY, SOW DESIGN JZ-XI HAS 3EEN L/GNIEAED OV ROS DRAIIIA'G SE! ORIGNAL APPROVED PLANS FOP ME PROlCI FOP ALG OPIGNAL AFNGV /NFOPMAROV. =866 4968 4964 4964 3960 4960 4956 L352 4952 — -- _ 4948 4964 �H 10 4940 STORM I PROFILE STORM PROFILE 0+00 0+80 4936 CALL UTILITY NOTIFICATION CENTER OF COLORADO 1.800.922.1987 CNL 2-wSI%S5 01 W AO.a II i DIL. MADE, OR EXCAVAI' FOR TIE MARKING OF UNDERGRWND MFMRER G ;11TES City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED, G!r Engn[u Dvie CHECKED BY Wm a WIII NYaT 0.1. CHECKED BY: slam.!. W(Ry p.L[ CHECKED BY: P , RRw.Ym pale CHECKED BY: ilnlree Engn.irA Oo1[ CHECKED BY: Ovu SHEET 8 8 OF 20 242-01 I I I II I III I I I I I. II I I I I I ) I P11a+p$D I l i II I III; I I ua1TT-aF-rAY ` I I I I .NEC* TD EnsNc II I� I I II II I `\ I VA woo li MIGATNM PpE STA 0+7541 i \ I \ I N 5 ca E SIM42 I I I I III 'soy 1 I I A f II I I WMVP Bray IA N 6254m I'1 1 I E51 Im ------------ - - - ------- -r I I' - - ) INu 1 2C AOS MA•1 E_ I ' 1 W N STNOARO WA1F II I i I ; 4'lN' SP1111FA ROY VA 0.14.04 STA I'= I NS 07 E SIOO.M ® L t I I L t I I 1 E S0 MEn it I II _ -I- _ - _ I I NIET 2-1 4' MT TOP YAMMIf IN MEDIAN p l oi III II i Slay 4 I I I I I I R-J WAR: MTX ROAM NASE SM.m (Slay 2) I I STA SIA o+m DRUM ) 45 II III I i IGp oa i I I 1 I IISTORK 2 - - - I I I EWSTIMG MFr (DRAKE; EAST) I II I I ' iiPnopoisso e MAM M0 I j I III ♦ 9 NV 2-4 I n ER 5' T'PE NET (00163RUW rTN 1NHRME 11 I I I 1 y STA 0+1I1 I E !Ko4, I II 2OKy' AREA NUT YM�IDENAq ' R-mss- cKAR (ED BE IiamI II AND REPIAEED WITH S TYAC R NAET I I I UPoN ULTIMATE COINS INfr1 I _ STN I 51 I� _ II IC EES rA1ER QIALRY I EXISMIS E SOBJySTA I III [HV00 WRFT SRRICRFS N 51J6N i BOIARY APNEOWATF 1➢GMN E 50II&W m DISTNG 1a- WATER MAN I I R UKATION slay J OE DISIT 4 MM rA1FF MNN i I --------_ y121T-oT-uY - I I sA-� RaatE ffI I I I 1 YI I KEONTER ROAD I. 71 4960 a (41 n glW(I n m 4964 0 0 � E W M' 4960 E _ o 4952 '\ N u I 5 4948 _-� - -- p ° 4944 ` a V H 4940 v i 8 t i 0 4936 7T 1 0+00 0+80 1+60 ®mM 1,, RI O 1 I 1 6 IA • ROIr + STOM I PROFILE 0+00 0+40 0+00 0+80 30 15 0 30 60 SCALE: 1• = 30' NOTES 1. ALL STORM SEWER SHALL BE CLASS III RCP WITH WATER TIGHT JOINTS PER ASTM C443 UNLESS NOTED OTHERWISE. 2, PIPE LENGTHS SHOWN ARE TO CENTER OF MANHOLE OR INLET AND INCLUDE FLARED END SECTION. 3, ALL PROPOSED STORM SEINER, MTH ME EXCEPTION OF A PORTION OF STORM 2 AND 2A. IS PRIVATE AND WU BE OWNED AND MAINTAINED BY ME PROPERTY OWNER. 4. THE CITY OF FORT COWNS SHALL MAINTAIN STORM 2 FROM THE FES (STA: 0+00) TO INLET 2-1 (STA 0+81) AND ME ENTIRE STORM 2A. 5. NORTHING AND EASTING ARE FROM CENTER OF MANHOLE OR STRUCTURE. CENTERED ON FLOWIINE FOR INLETS OR AT ME END OF FLARED END SECTIONS (FES). 1+60 O MSING ME HvpiINT • Em1 ME1 HT [f EMTNG STREET l T O ER151W1. ELECTRIC VNAT o EMISTNG URIry POLE • ERISLING RLEfXCNE PEUESM M ERISIIXG IRA[GAllpl VKLf • mnS CABLE N PEDESTK PRCPp3p STMM NPE PRGP°sL0 rARRL➢c k VKK PROPOSED SAWTARY SEMI k ..Iia — EmS `R PWE k HEI ro MSTNG SAIYTARY SEVER k MANNatf IYISTNG W.TER ME EMSMG ELECTRIC LINE — G FASTING GAS LINE - - PROPERTY LINE ME - PROPOSED EASEMENT ME NtWOSED PLMI ME MSLNG EGa a ASPHKT C = ICECaW (IPA NOW AVFUPRM 710V RECORD DRAWING NOTES 1. SE'LTWO OPINING AOIOWAR (r[OMIAY, EGA. AA/O LVRI/ 9OOr ELEVA RCWS) PROMOEO BY HAYI/LR LAND SVRKYAVO OV JAW Q 2014 AMW SW M51W,, WC, ACY.EPIS HO RE4POVS8VTY FOR 7HE ACCIRACY OF 7M5 .W URIM4 ROW. 2. RECOW DRAMOG O 01WA17OV /S SHOWN N /rALA= .i fm L myL ,, saw OE9YAV irxr HAS BEEN L/RWEN£O OV 7M5 04ANOG SEE ORIGINAL APPROIEO PLANS AIR OE PBOECr FOP ALL 4968 4964 4960 mr HIIMVrxw_ ' 4956 --"., 4952 4948 = e l u x STA: 0+25 50 TO 0+it TORE GOISTRUCTF^ , 4944 4940 STORM 1 k PROFILE 4936 0+00 0+80 CALL CENTER O NOTIFICATION 1-800.922-1987 GAy. 2�EUSINESS DAYS IN AUVANDE HTM' RIU aG WADE. W EXCAVATE FM ME MARHNG a MOMAI WIND MEMBER UMTE& Z 0 U) 5 V) W u J 11 OW Of Z W J~ Q = Q � _ d 0 Q Z O W!1 YW� � O W City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: cur_ - CHECKED BY: SHEET M- k MMemlw UNRy Del. CHECKED BY: sL—.elr wyy M. CHECI(EO BY: PPM1. k Rgwllm pN. CHECKED BY: 7 OF 20 r� uRM.e oee. JOIN NO. 242-01 CHECKED BY: oal II I .11Fa 10 SHEETS 7 k I B fq MEMFR S RAN ! A TTES EWER , II li I I ..)MA EAT LOCAn(I(I 1 OF EasMc nlm WM I J^ II APPROXIMATE LOCA1plfH a EasTNG A. ECLWO MA p YAW YNMOIE 2 STA 3AMANHCUE 44"' E 5054,411 I II+ I 3/4' WAIER ¢DIN¢ 1 I II 1i I I o IIFA,FLO PIPE l0 DE ABA'O PUT k aoMlllEO PER S S a AIM COWMS STANO4LO5 I I-�r1 4 CUT ORR1 CgiNECINM TO ` 7 EXISMG SANITARY uANHOL£ $iA Mm AggOAMATE N � m AWHKT COT A E AB56.52 PALCN. WE ROTE 3 HEN �131o1 O IT all 11111111 11111611 MMNCAE 1 ♦'MA cE STA IABBSO N 5020.54 E MU TH, KECHTEB ROAD m 3 D a 4968 M4968 a N m 4964 0 4964 o 4960 ilk so 4960 D >' 4956 PR[mOso rn 4956 o � l 1 4952 --- - - - - -- 4952 I t. 4948 4948 4944 _ 4944 4940 4940 1936 1936 -- .. -- A,-, aS LV 4+00 AECQW0 DI ?A W/NG N IlI1.ITY LEmll U o o ��Hqq u5 C W6gm a EasnNG FIRE HYwuxr 'L - • Ea$nNC YFIEA flT Y ! C O O r^ a) *5 (f EII SHEET LNNi vJ (n O C V O ` 0 W 0 EXII E C.0 VAIRI 4 EVI UVI POLE I� • EaS1MC WIEFNM{ PEDESTAL ti EMYTNE IMIO VKK • Ea5lN0 CIBIE N PFEEETN TMOPO5ET1 STCRY In RTUO!E0 WATERLINE G VALYE 40 10 0 40 BO g1OPpgp SANIMY SEWER ! WM kl — EMSIMC SICRY PIPE ! INLET a IT, SCALE: 1' 40' 47, M Ea5M4 SAYTMY Y'rtR ! YATmI EBSrMC WAS. ME m m ' G EMMG CAS LAC NOTES PN69HIY IIIE I. SANITARY SEWER SERVICE SHALL BE 6' PVC (SORT 35) O 1.01<------- Nat-a-wAr LME i UNLESS NOTED OTHERWISE. - - - - - PROPOSFII EASUICNT ME p m po 2. SANITARY SEWER MAIN SHALL BE 6' SOR35 PVC CONFORMING —'-'— —' '— °�� OIr TO CITY OF FORT COLLINS STANDARDS AT THE EWE OF �N/— — — TASTING EDGE a ASPHALT w o CONSTRUCTION. w 3. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE O RI -CORD CPA TIM NYLYlMAnW ¢ TO BE DETERMINED IN THE FIEW BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS ARE TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. m b m � � m ITT N n _ CI o n IT M � C U d P a o In ❑ o` RECORD DRAWING NOTES 1. RECORD E AWOG A4E E&I (FLOKMC EO.A ANO DITCH 3POr EZEVA 7106S) PROWDED BY HAMMER U SDRW MG W JAE 17,, 20914 N01?W STAR DESIGN, /NC. ACCEP75 NO RES-WSWVY ITOW ME ACCUMICY OF DIVS /NFCPMA77EW. 2 RECCPO CPAMYA'G AVFOKMABCV /S 9YOW /N IrAUCS S FEW CEARYFY, ,SOW M376 M 7EXT HAS BEEN L MNIF0 ON 7H/S DRAW AV SEE OWGINAL ARPROIED Fz.4Ns Fcw FHE FIAI Fa? ALL C IOWAL DE96V /NFUMAITAXL LLI J LL cox O uJ a- J Z `ki J t z Q Q CALL UTILITY NORFICAnON = d CENTER OF COLORADO 1.800.922-1987 `� w L 2-8091 DAYS N ADVNHCE O 2 2r BEFORE You qG. GRADE. OR EXCAVATE FOR THE AAWING OF MIDEAGRCUND Q W MEMBER Ununcs V) ZO r Y W � Z a oily of FOrt �011.ns, C01ar0ce L TLTTY PLAN AI'PROVAI SHEET WA 1-ir06 g IVA — K7`�C s OF 20 Joe NO. 242—Oi -- .. -- A,-, aS LV 4+00 AECQW0 DI ?A W/NG N IlI1.ITY LEmll U o o ��Hqq u5 C W6gm a EasnNG FIRE HYwuxr 'L - • Ea$nNC YFIEA flT Y ! C O O r^ a) *5 (f EII SHEET LNNi vJ (n O C V O ` 0 W 0 EXII E C.0 VAIRI 4 EVI UVI POLE I� • EaS1MC WIEFNM{ PEDESTAL ti EMYTNE IMIO VKK • Ea5lN0 CIBIE N PFEEETN TMOPO5ET1 STCRY In RTUO!E0 WATERLINE G VALYE 40 10 0 40 BO g1OPpgp SANIMY SEWER ! WM kl — EMSIMC SICRY PIPE ! INLET a IT, SCALE: 1' 40' 47, M Ea5M4 SAYTMY Y'rtR ! YATmI EBSrMC WAS. ME m m ' G EMMG CAS LAC NOTES PN69HIY IIIE I. SANITARY SEWER SERVICE SHALL BE 6' PVC (SORT 35) O 1.01<------- Nat-a-wAr LME i UNLESS NOTED OTHERWISE. - - - - - PROPOSFII EASUICNT ME p m po 2. SANITARY SEWER MAIN SHALL BE 6' SOR35 PVC CONFORMING —'-'— —' '— °�� OIr TO CITY OF FORT COLLINS STANDARDS AT THE EWE OF �N/— — — TASTING EDGE a ASPHALT w o CONSTRUCTION. w 3. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE O RI -CORD CPA TIM NYLYlMAnW ¢ TO BE DETERMINED IN THE FIEW BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS ARE TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. m b m � � m ITT N n _ CI o n IT M � C U d P a o In ❑ o` RECORD DRAWING NOTES 1. RECORD E AWOG A4E E&I (FLOKMC EO.A ANO DITCH 3POr EZEVA 7106S) PROWDED BY HAMMER U SDRW MG W JAE 17,, 20914 N01?W STAR DESIGN, /NC. ACCEP75 NO RES-WSWVY ITOW ME ACCUMICY OF DIVS /NFCPMA77EW. 2 RECCPO CPAMYA'G AVFOKMABCV /S 9YOW /N IrAUCS S FEW CEARYFY, ,SOW M376 M 7EXT HAS BEEN L MNIF0 ON 7H/S DRAW AV SEE OWGINAL ARPROIED Fz.4Ns Fcw FHE FIAI Fa? ALL C IOWAL DE96V /NFUMAITAXL LLI J LL cox O uJ a- J Z `ki J t z Q Q CALL UTILITY NORFICAnON = d CENTER OF COLORADO 1.800.922-1987 `� w L 2-8091 DAYS N ADVNHCE O 2 2r BEFORE You qG. GRADE. OR EXCAVATE FOR THE AAWING OF MIDEAGRCUND Q W MEMBER Ununcs V) ZO r Y W � Z a oily of FOrt �011.ns, C01ar0ce L TLTTY PLAN AI'PROVAI SHEET WA 1-ir06 g IVA — K7`�C s OF 20 Joe NO. 242—Oi TO BE DETERMINED IN THE FIEW BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS ARE TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. m b m � � m ITT N n _ CI o n IT M � C U d P a o In ❑ o` RECORD DRAWING NOTES 1. RECORD E AWOG A4E E&I (FLOKMC EO.A ANO DITCH 3POr EZEVA 7106S) PROWDED BY HAMMER U SDRW MG W JAE 17,, 20914 N01?W STAR DESIGN, /NC. ACCEP75 NO RES-WSWVY ITOW ME ACCUMICY OF DIVS /NFCPMA77EW. 2 RECCPO CPAMYA'G AVFOKMABCV /S 9YOW /N IrAUCS S FEW CEARYFY, ,SOW M376 M 7EXT HAS BEEN L MNIF0 ON 7H/S DRAW AV SEE OWGINAL ARPROIED Fz.4Ns Fcw FHE FIAI Fa? ALL C IOWAL DE96V /NFUMAITAXL LLI J LL cox O uJ a- J Z `ki J t z Q Q CALL UTILITY NORFICAnON = d CENTER OF COLORADO 1.800.922-1987 `� w L 2-8091 DAYS N ADVNHCE O 2 2r BEFORE You qG. GRADE. OR EXCAVATE FOR THE AAWING OF MIDEAGRCUND Q W MEMBER Ununcs V) ZO r Y W � Z a oily of FOrt �011.ns, C01ar0ce L TLTTY PLAN AI'PROVAI SHEET WA 1-ir06 g IVA — K7`�C s OF 20 Joe NO. 242—Oi oily of FOrt �011.ns, C01ar0ce L TLTTY PLAN AI'PROVAI SHEET WA 1-ir06 g IVA — K7`�C s OF 20 Joe NO. 242—Oi Pq a1CRT-OE-W� III - II REFER TO SKETS I !IUR I II RAN. • N1Cf%Ep f I MAh LOCAT M �4 EXI E%IS1NG I6' Y}I M1EA N APPROWAIE I5CATk`4 1II 11 -liU, YeN I� w,,,G E 2 I 4- YMRIXE SiE 3 1,49 ILPI I 551M 3 I� 3/4' WATERit QRVXC I I I I I II ILA FW I 1I o EzsnNG Prof TD az ATfMnoroED I • nowEum PER am OF FORT rnuNs srAwARDs II i mTE DIaE cOYccTIUT rD � _ _ _ � J E%51N0 SMIT.VtT YNMp£ $,A D100 APPRDIWAIE R SO° F AEPRAEr CUT s 4WBp.W52 PATM SEE NOTE 1 - - y Iloilo��III L , '• I I YANKKE 1 L 1 YMXO E S,A tipp.50 N 5020.9 E 5051.p4 E O 4968 4968 a it 4964 ( 0 4964 o ry m 4960 • Y ��i 22 0 sz >< 4960 0 4956 PRVGs<D '/ - 7 4956 0 ,h =% - _ -r m 4952 - - L 4952 C � 4948 4948 0 L •S f FVC m 4944 ------- ., r __------ 4944 V a u 4940 Y 4940 m 0 0 1936 - 1436 0+00 0+80 1+60 2+40 3+20 4+00 RECORD DRA W/lVG� om 10, o�Wm LEG UTILITY M U O O� T C a ENsnNG FILE RYBTIM7 'L .- E U n • MISTING METER N, Eil S O I, m (} EIOSTND STRI I1Mi N N v, N a C 00 = %- C] ENSINC fl£C1NIC Y.WLI �C�S iC N~V � n > a LL a ERISTNG llm ET PqE ELSTRK TEIFRIQIE PEDESTN N MSTNG IRM"I'M VKK 2 ELSTEM. CABLE TV PECEv, r PROPOSED STORM IRK 10 YO 0 Ip 80 PROPOSED WAIEBLINE i VALW W FQ O PIpPBSED SINLMY $F.ER ! YIN1Q£ SCALE: 1 = 40 - EV MR STdLE N A d NT O m p .:.G SAVIMY SERER k YARNgE m ELBTNG WATER 111E m m MSTNC ELECT IC UK — G EYSTNC . LYE NOTE FI INY WE I. SANITARY SEWER SERNCE SHALL BE 6- PVC (SON 35) O I.OR ------- RIRT-O--AY UTE UNLESS NOTED ORIERWISE. - - _ - - - - PNTPOSED EASEKIM ENEEi p < Y. SANITARY SEWER MAIN SHALL BE 8' SOR75 PVC CONFORMING ------- — ft.,O'U, Flo"UNE 50 TO CITY OF FORT COLLINS STANDARDS AT ME TIME OF ENSTNG TO, I ASORUT W o CONSTRUCTION. Elf 3. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE RfGYlPO ORAINNC INFOPMAROV ¢ TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS ARE TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 10 m calg m N 0 it C, y O � v S. Y n O N O 0 UI O O RECORD DRAWING NOTES L RfC WiJ OVA W X AYF01P16,1 V (fZOIE/AW EOM. AND drp/ SPoT EZEYAMSJ PROMA'D BX NANML%r uNO _ Iir ZVC OV �.EMC 17,, 201 NO4rN STAR O &X AYG ACCIP75 NO RESPCWM&L/rY FOR 7NE AOCEWACY Of 7MOF INFOP.VA ROV. 2 RECOB7 OYAIII NYOPMAr IS SHOWN W /TALKS 3 FOT fLbP ,, SOME OE776tiA 7W HAS BEEN U4W7DVi LW TAWS OPAITNG SEE OW'OIIAL APPRO6CO PLANS FOR r fW cr FOP ALL O CAVAL OE9GYL WFCWMAIXW. CALL UTILITY NOTIFlCATION CENTER OF CCLORADO 1.800.922.1987 GALL 2-BU9NESS DAYS W A)VMCE BEFORE YOU q4 ERU D. pl EXCAVATE FOR THE YARRO G OF ONKAROURO YETABER UTWMs. 11 LL � 0_ Ow 0- J Z A;d Q�a J a g = IY o�w n ZO} YWa i~ Z Q N City of Fofl COIIn5. 'JLIjl _ I .ITV P'-AN Ar"'q OVA! ff SHEET 'IVA 7. A 9 OF 20 InF 40. 242-01 1 City of Fort Collins STORMWATER INSTALLATION REPORT Subdivision or Location-- �ww*' Contractor: Planning, Development, and Transportation Engineering 281 North College Avenue PO Box 580 Fort Collins, CO 80522 970.221.6605 970.221.6378 - fax fcgov. com/engineenng Date: Number: Location and size of all stormwater construction improvements are shown on the plans for the named project on, SHEET(S) '?Jr of ZO Inspection completed — Construction Inspector:li 9M= Zit/ow Stormwater utilities approved for use checked by: Copy sent to Stormwater Utility Date: [� lar Include: One highlighted copy of stormwater drainage plan where renewal is a way of life X ON 0 I N II I i i }I I EpS1W4 PROPERTY i 1 Will IYl11nARY ri mnu I I NNutt A� i ,LOIN r—��-I Yi I I II 'll r- I I I it l I I I Il I l 1I I I II I ,Sena LNM; III 1 II I iRAsixr eaauA-iIDAta. 1 l i 'I � I Ili II I INar-ar-MY I I, I________________________� LOT 2 1 II € I r I I I III I I 1 NWOOID NSBn' it I I I i oTRNTr EA,BOIr SEE I I }I I I l II I 1 PRaMSED `'�•. I I; LI II I LDr E9E•• I ------------ --- ------ % II II II I 'I I I — — {RGAnD•I EASENExT ERaoan Soo' a.W<oF FAYYdR ®� I It I < I III Ai AIMLE AREA FT FIG ill I I I� I naM I I ; IIII I 1 � II I I I Rau BEAR & I I I I I LBETB I I � I rnaE{ I 'I CH oo I I } l I Ipp A]EF1S)lR Tux sErna ulal n I PROPOSED _ _ _ _ uvRa 11 1 < III I WLD�Xi �, I j qq yl g �IjjII it _ _ AREA INUER iar, ACCESS aPm� F� AP Arzs'ae I I III a »R"wrsE"d As9ROWARE Iocr.Tlw' p _ - ' A ENSMW t)ara 11 < < I I I V � I i MIN , I } PRoppS)D m him Il III ,^ sEWu MAw NRCANKIN RaaAND a/r aRq'yle`, l I I T 1rcww1 BRA+B EN 5101 , I• - II M II IN urt 2RSR tt III aTEx BEANn 1 < I II au sMICRRE EXISTING eou�NAANY O a/A' NATURE METER AS S M ON I 'TxeERLAE ROAD PLANS DATA MAY 11 I Aa0'MD I IN I"? BY MT. INC. (MOT MILD LOCAT�mp} ; aMA•a EA4R41T BUIC E AND All AS BNMN. II I 1 I "I L� EXSENG uTd II NH' WATER SERVICE A)B f ' < 11 I eRaDaD 1 II - 9Y>M a -atioeDAMID ai L RIaR-Q_ryY 1 ROAD PLIIR" DALm MAY , I yl I Ijl nzwa J 1997 BY ML INC. (LpT 3 HELD LCGIED < LI l 1— v EXISTING CZAR 9 aTIFA 901u PtlF A O ` }I ��,,„„..ff1E0 I I I PMPo4D IS ETT 1 j ._ BE R¢auTA. I AU T I mBI EA }I I _ SO: NDag 11 I oI 'j) \ r--------- i SAMTT NOOP Mic ONEassul - \---------1/2 �--- " ---- --- -----T _ y' j4 -� L VCENTER OF COLDRA _rr Y__ - = >. 1-800-922-1' r I I ROAD— � I _ CALL UPD1Y NOTELG ussumaiium of nT ---- EA REEER A SXEET 9 PC ) FORETY)b OG GRAIN, d E N sANRARY NEWS �a THE MARPNC a I M ` MLL o i,, ` I I M LREER ununcs. t/n `E`LT�;D IyM BE R6oG1FD-" A FARI•ID 4A5 YMBGR MOITA-MY EXISYEN WRB 6 GO I A BE R)aGTFA R,{nw MAmaRR DLEHM d ® I 1 I EVSIM ONE g OF PAFMSTMD mZ 6 YANIEIi / III I 1 CHECKED BY.I � L 30 15 0 to SCALE: N' _ BD' NINETY LFOBEn a TIMING HIRE HYDRANT • EA5nNG PETER PIT c EXISTING SMEET UGHT z o El5nNG EIFCTW PART n • EXI TELEPHONE PECESLA IN EXISTING IRR1o1na VIEW EYl CAME TV PEDESTAL PRIAOSFD STORM PRY PRCP�p WATERINE [ NEW O PROPOSED SANITARY Md B YANIQUE Z EXISTING SWRIM PIPE ! INLET EXRTING SANITARY YM A YAINtlf n VI — W Exii WATER OBE � 0 N — E — — — — EXISTING ELECTRIC LWE IZ 4 — — — Evrsnx4 ws LINE n p a - - — PROPERTY UK 0 RIGHT -OP -WAY UNE V o 0 ' o 0 PROPOSED EASEMENT UXE O 0 N IJ PROPOSED ERGMINE- �/� — — EVOING EM£ 6 ASPHALT 1. SANITARY 3MFA SERACE Sil BE S' PVC MDR 15) M ENS IIIEESS WEED OTHERWISE. x WATER NERNCE SHALL ER r TWE x COPPER. x UMEM OF STREET CUT ARE APPROXIMATE. I'll -MILS ARE TO BE DETERMINED IN NE R LD BY THE OTY ENGNEERIXO w914CTORALL REPAIRS ARE TO BE IN AMORSDI MEN I STREET RI STANDARDS. City of Fort Collins, Coloroao UTILITY PLAN APPROVAL L ow Z J ~ 2 Qua W > C Q F ate_ 00 Z Y W R SHEET CHECKED BT: waate.eL. wuR CHECKED BY: M-6 -QL I s �,.m., DDnLr DN' CHECKED BY NA — IL DITCH COMPANY APPROVAL P'��R�° DVNCHECKED 4 OF 2C BY: -- /I Frank EnpFm DIM,/0 0. 0% CHECKED BY: JDD No. 242- W,•