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HomeMy WebLinkAboutDocument Markups - Utility Plan - 11/25/2024A Westrian Company UTILITY PLANS FOR POLESTAR MIXED-USE DEVELOPMENT LOCATED IN THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO NOVEMBER 2024 JR ENGINEERING, LLC JR ENGINEERING, LLCJR ENGINEERING, LLC POLESTAR GARDENS, INC Know what's below. before you dig.Call R A W e s t r i a n C o m p a n y ’ “” – ’ ’ ’ — ’ “” ’ “” ’ ’ ’ “” A W e s t r i a n C o m p a n y “” “” “” ’ ’ “” – A W e s t r i a n C o m p a n y A W e s t r i a n C o m p a n y “” PHASE I PHASE II PHASE III PHASE IV PHASE V A W e s t r i a n C o m p a n y LEGEND A W e s t r i a n C o m p a n y Know what's below. before you dig.Call R ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL W ORCHARD PL PO L A R I S S T A W e s t r i a n C o m p a n y Know what's below. before you dig.Call R ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL W PLUM ST MELE LANEHOKU LANE OHAN A C I R C L E PO N O W A Y KO K U A C O U R T OH A N A C I R C L E A W e s t r i a n C o m p a n y ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL Know what's below. before you dig.Call R W PLUM ST HA P P Y H E A R T W A Y OH A N A C I R C L E A W e s t r i a n C o m p a n y ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL Know what's below. before you dig.Call R A W e s t r i a n C o m p a n y ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL Know what's below. before you dig.Call R A W e s t r i a n C o m p a n y ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL Know what's below. before you dig.Call R A W e s t r i a n C o m p a n y ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL Know what's below. before you dig.Call R W ORCHARD PL PO L A R I S S T A W e s t r i a n C o m p a n y ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL Know what's below. before you dig.Call R MELE LANEHOKU LANE OHAN A C I R C L E PO N O W A Y KO K U A C O U R T OH A N A C I R C L E W PLUM ST A W e s t r i a n C o m p a n y ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL Know what's below. before you dig.Call R HA P P Y H E A R T W A Y OH A N A C I R C L E W PLUM ST A W e s t r i a n C o m p a n y ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL Know what's below. before you dig.Call R W ORCHARD PL PO L A R I S S T A W e s t r i a n C o m p a n y ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL Know what's below. before you dig.Call R MELE LANEHOKU LANE OHAN A C I R C L E PO N O W A Y KO K U A C O U R T OH A N A C I R C L E W PLUM ST A W e s t r i a n C o m p a n y ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL Know what's below. before you dig.Call R HA P P Y H E A R T W A Y OH A N A C I R C L E W PLUM ST A W e s t r i a n C o m p a n y Know what's below. before you dig.Call R ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL W ORCHARD PL PO L E S T A R W A Y 53 2 5 54 7 9 54 6 0 54 1 5 53 8 8 51 7 2 52 6 4 52 9 6 52 3 3 53 2 5 A W e s t r i a n C o m p a n y Know what's below. before you dig.Call R ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL HO K U L A N E OH A N A C I R C L E POLESTAR WAY 5479 5460 5415 5388 5325 5264 5296 5233 A W e s t r i a n C o m p a n y Know what's below. before you dig.Call R ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL MELE LANE PO L A R I S S T POL A R I S S T 52 6 4 52 3 3 51 7 2 49 9 3 A W e s t r i a n C o m p a n y Know what's below. before you dig.Call R ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL OHANA CIRCLE OHA N A C I R C L E PO L A R I S S T PO L A R I S S T A W e s t r i a n C o m p a n y Know what's below. before you dig.Call R ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL OHAN A C I R C L E A W e s t r i a n C o m p a n y Know what's below. before you dig.Call R ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL 47 0 6 46 8 3 46 5 1 46 6 6 46 1 6 46 7 3 . 7 49 9 3 48 4 5 A W e s t r i a n C o m p a n y Know what's below. before you dig.Call R ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL W PLUM ST PO N O W A Y KO K U A C O U R T 48 4 5 47 0 6 46 8 3 46 7 3 . 7 A W e s t r i a n C o m p a n y Know what's below. before you dig.Call R ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL HA P P Y H E A R T W A Y A W e s t r i a n C o m p a n y Know what's below. before you dig.Call R ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL SCENIC VIEWS - SPILLWAY IMPROVEMENT A W e s t r i a n C o m p a n y ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL A W e s t r i a n C o m p a n y ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL A W e s t r i a n C o m p a n y Know what's below. before you dig.Call R A W e s t r i a n C o m p a n y ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL Know what's below. before you dig.Call R POLESTAR DETENTION FACILITY - SPILLWAY A W e s t r i a n C o m p a n y ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL Know what's below. before you dig.Call R Know what's below. before you dig.Call R A W e s t r i a n C o m p a n y ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL B B A A C C ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL Know what's below. before you dig.Call R · · · · · · A W e s t r i a n C o m p a n y LO C U S T GR O V E DR I V E W. ORCHARD PL PO L E S T A R W A Y POLESTAR DETENTION POND SEE SHEET 35 SEE SHEET 36 W. PLUM ST A W e s t r i a n C o m p a n y Know what's below. before you dig.Call R ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL · · · · · · W. ORCHARD PL PO N O W A Y KO K U A C O U R T HOKU LANE MELE LANE W. P L U M S T PO L E S T A R W A Y LO C U S T G R O V E D R I V E A W e s t r i a n C o m p a n y ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL Know what's below. before you dig.Call R · · · · · · PO N O W A Y KO K U A C O U R T OH A N A C I R C L E W. P L U M S T HA P P Y H E A R T W A Y W. PLUM ST A W e s t r i a n C o m p a n y A W e s t r i a n C o m p a n y ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL Know what's below. before you dig.Call R WP01 PROFILE - 1 STA 10+00.00 TO 17+00.00 PO N O W A Y W. PLUM ST. KO K U A C O U R T OHAN A CIRC L E HA P P Y HE A R T WA Y A W e s t r i a n C o m p a n y ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL Know what's below. before you dig.Call R W O R C H A R D P L ME L E L A N E HO K U L A N E WP01 PROFILE - 2 STA 17+00.00 TO 21+40.63 Know what's below. before you dig.Call R ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL A W e s t r i a n C o m p a n y HAPPY HEART WAY PONO WAY W. P L U M S T WP02 PROFILE STA 10+00.00 TO 15+71.27 A W e s t r i a n C o m p a n y ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL Know what's below. before you dig.Call R OHAN A CIRC L E W. P L U M S T WP04 PROFILE STA 10+00.00 TO 17+49.16 A W e s t r i a n C o m p a n y ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL Know what's below. before you dig.Call R MELE LANEHOKU LANE W. P L U M S T WP05 PROFILE STA 10+00.00 TO 13+91.49 Know what's below. before you dig.Call R ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL A W e s t r i a n C o m p a n y KOKUA COURT W. P L U M S T WP03 PROFILE STA 10+00.00 TO 12+09.46 WP07 PROFILE STA 10+00.00 TO 10+35.24 A W e s t r i a n C o m p a n y Know what's below. before you dig.Call R ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL WP06 PROFILE STA 10+00.00 TO 18+62.18 PO L E S T A R W A Y W ORCHARD PL A W e s t r i a n C o m p a n y ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL Know what's below. before you dig.Call R SP01 PROFILE -1 STA 10+00.00 TO 17+00.00 SP01 SEE THIS SHEET AND SHEET 46 W. PLUM ST. KO L U A CO U R T PO N O W A Y Know what's below. before you dig.Call R A W e s t r i a n C o m p a n y ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL SP06 PROFILE STA 10+00.00 TO 11+55.23SP01 PROFILE - (2) STA 17+00.00 TO 19+53.22 MELE LANE W. P L U M S T . HOKU LANE W. P L U M S T SP-03 PROFILE STA 10+00.00 TO 11+54.94 KOKUA COURT W. P L U M S T A W e s t r i a n C o m p a n y ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL Know what's below. before you dig.Call R SP02 PROFILE STA 10+00.00 TO 16+00.25 W P L U M S T SP01 SEE SHEET 45 AND 46 PONO WAY HAPPY HEART WAY ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL A W e s t r i a n C o m p a n y Know what's below. before you dig.Call R SEE ALIGNMENT SP01 - SHEET 45 AND SHEET 46 OHANA CIRCLE W. P L U M S T SP04 PROFILE STA 10+00.00 TO 12+68.49 SP05 PROFILE STA 10+00.00 TO 14+18.98 OHANA CIRCLE W. P L U M S T Know what's below. before you dig.Call R ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL A W e s t r i a n C o m p a n y EX_SAN SEWER PROFILE STA 10+00.00 TO 17+96.92 LO C U S T G R O V E D R I V E W ORCHARD PL PO L E S T A R W A Y ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL Know what's below. before you dig.Call R A W e s t r i a n C o m p a n y DP01 PROFILE STA 10+00.00 TO 17+24.46 HO K U L A N E OH A N A C I R C L E HAP P Y H E A R T W A Y KOK U A C O U R T OH A N A C I R C L E MEL E L A N E PO L A R I S S T W P L U M S T A W e s t r i a n C o m p a n y ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL Know what's below. before you dig.Call R DP01A PROFILE STA 10+00.00 TO 11+18.40 DP03 PROFILE STA 10+00.00 TO 13+49.27 HAPPY HEART WAY PONO WAY OHAN A C I R C L E W P L U M S T A W e s t r i a n C o m p a n y ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL Know what's below. before you dig.Call R DP06 PROFILE STA 10+00.00 TO 12+10.38 DP01B PROFILE STA 10+00.00 TO 10+15.45 ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL A W e s t r i a n C o m p a n y Know what's below. before you dig.Call R DP02 PROFILE STA 10+00.00 TO 11+57.87 DP05 PROFILE STA 10+00.00 TO 13+89.31 PO L A R I S S T A W e s t r i a n C o m p a n y ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL Know what's below. before you dig.Call R NOTES UD-01 PROFILE STA 10+00.00 TO 10+30.65 PO L A R I S S T . A W e s t r i a n C o m p a n y Know what's below. before you dig.Call R ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL A W e s t r i a n C o m p a n y Know what's below. before you dig.Call R ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL A W e s t r i a n C o m p a n y Know what's below. before you dig.Call R ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL A W e s t r i a n C o m p a n y Know what's below. before you dig.Call R ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL PO N O W A Y KO K U A C O U R T OH A N A C I R C L E W. P L U M S T HA P P Y H E A R T W A Y W. PLUM ST A W e s t r i a n C o m p a n y ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL Know what's below. before you dig.Call R IRR01 PROFILE STA 0+78.00 TO 2+07.38 Know what's below. before you dig.Call R A W e s t r i a n C o m p a n y ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL WEST ORCHARD PLACE - RIGHT FLOW LINE PROFILE WEST ORCHARD PLACE - CENTERLINE W ORCHARD PL PO L A R I S S T WEST ORCHARD PLACE - LEFT FLOW LINE PROFILE A W e s t r i a n C o m p a n y Know what's below. before you dig.Call R ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL POLARIS - RIGHT FL PROFILE POLARIS - STREET CENTERLINE W O R C H A R D P L A C E POLARIS ST ME L E L A N E HO K U L A N E OH A N A C I R C L E POLARIS - LEFT FL PROFILE A W e s t r i a n C o m p a n y Know what's below. before you dig.Call R ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL LOCUST DRIVE - LEFT FL LOCUST GROVE DRIVE - CENTERLINE W O R C H A R D P L LOCUST DRIVE - RIGHT FL A W e s t r i a n C o m p a n y ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL Know what's below. before you dig.Call R WEST PLUM STREET - CENTERLINE WEST PLUM STREET - RIGHT FL W PLUM STREET OHAN A C I R C L E HA P P Y H E A R T W A Y PO N O W A Y KO K U A C O U R T OH A N A C I R C L E WEST PLUM STREET - LEFT FL A W e s t r i a n C o m p a n y Know what's below. before you dig.Call R ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL W. ORCHARD PL. PO L E S T A R W A Y W. ORCHARD PL. LO C U S T G R O V E D R . A W e s t r i a n C o m p a n y Know what's below. before you dig.Call R ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL W ORCHARD PL PO L E S T A R W A Y A W e s t r i a n C o m p a n y Know what's below. before you dig.Call R ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL W PLUM ST MELE LANEHOKU LANE OHAN A C I R C L E PO N O W A Y KO K U A C O U R T OH A N A C I R C L E A W e s t r i a n C o m p a n y ELIZABETH ST PLUM STOV E R L A N D T R ORCHARD PL Know what's below. before you dig.Call R W PLUM ST HA P P Y H E A R T W A Y OH A N A C I R C L E A W e s t r i a n C o m p a n y A W e s t r i a n C o m p a n y A W e s t r i a n C o m p a n y ” ” A W e s t r i a n C o m p a n y A W e s t r i a n C o m p a n y A W e s t r i a n C o m p a n y A W e s t r i a n C o m p a n y A W e s t r i a n C o m p a n y Know what's below. before you dig.Call R A W e s t r i a n C o m p a n y A W e s t r i a n C o m p a n y A W e s t r i a n C o m p a n y A W e s t r i a n C o m p a n y A W e s t r i a n C o m p a n y A W e s t r i a n C o m p a n y OR C H A R D P L A C E PONO WAY HAPPY HEART WAY KOKUA COURT OH A N A C I R C L E ME L E L A N E HO K U L A N E POLESTAR WAY W P L U M S T CONCRETE PAN Lu EXISTING 6” WATER MAINEXISTING 8” WATER MAIN ( LOT 251LuLOT 22 LOT 54 1 REC. NO. 897455 II ■4()LOT 55II'llLOT 29 LOT 19 4’ SAN MH CONNECTION TO EX STUBLi0 9 in i -2 □ILOT 25 LOT 24 CHASE DRAINRAIN GARDENFOREBAY LOT 59FH ASSEMBLY (TYP)AREA INLET CHASE DRAIN SINGLE PHASE VAULT Z STORM PIPE V T IV,— FO--------73 TTUE O05 _S¥Jr11 8623,025226 24’ ACCESS,=p=abUnTYEsf (TYP)EBEBSTORM PIPE—a 4EMERGENCY ACCESS,11?+4 =&.DRANAGE FSML 03=====STORM FLARED END SECTION 1V / /()99 Y6” WTRtII VAik-35’ UTILITY ESMT--- t ■35’ UTILITY ESMT-+I I OK8” SANrer "r91I1IIili TT4’ SAN MH Itoo Fa- .====== ()NILPROPOSED SPILLWAY-1CURB INLET 30’ UTILITY ESMT (TYP)C 1— ADA RAMP (TYP)—368001 t —— — >er Lu3551 )X| — I l-| sO424347444546II6’ UTILITY ESMT CDEXCEPTION PARCELII18LOUISE LN 34 L —I ■ 45 PARCEL #9716200015IX\LSTORM OUTLET Li10 DRAINAGE ESMT O I]I LEICO —1DETENTION POND STORM OUTLET LLX —J-n7TRACT B r n1—tnn । JI C T[406rUTILITY ESMT (TYP)<___9’ UTILITY Lu —I 'IRAIN GARDEN IT 9’ UTILITY )46ESMT (TYP)1 ILi|- (33 n N) TRACT B6 1 TRACT A 13’ EXISTING OHU CESMT \ __32BE VACATEDESMT TO nILu o—_4* —9— 6’ UTI LITY ESMT (TYP)LiTYP)A3910 X V LuI Lyt /& _in I IMIi41 [16” WTR PRIVATE LIGHT (TYP)« ■36’ UTILITY ESMT-+PAN PRIMARY VAULT L8” SAN A—W eo 3id r+PARCEL 2 OE AREA INLET¥PERSONAL 1 REPRESENTATIVES 27 4A30012829 IAX. STORM PIPEOUTLOT A*0!78L-L==±HRAIN GARDEN WQ 9’ UTILITY ESMT (TYP)—/)7------L__ 4 - O4X 37-----s — —/2-----s-------2660’ ROW 18 74 PARCEL 24LOCUST GROVE DR L J 4T=|lJ 17 46,22 (7©3 5 L J3'1A4 3637SECONDARY VAULT (TYP)5I—- -/ 15/I 6‘ UTILITY ESMT (TYP)9’ UTILITY ESMT (TYP)L 8‘a26‘ CONCRETE “73k//CROSSPAN 26 V/-o)IT tr50320 /142 STREET LIGHT (TYP)I <O i- AFLARED END SECTION 25C PARCEL 1W>>A4’ SAN MHH 1.3 AREA INLET19 024’ ACCESS, EMERGENCY y—T RLo, LMEOLNI —, ACCESS, & DRAINAGE ESMT—L7 yCi 12 24|L 8 li 04 11 -1 4’ STORM MH IJADA RAMP (TYP) [ 4 I)L CURB INLETT: । 1 LL N I____LI _\9LITY ESMT (TYP)y UTI 22 Co010II ll /4 ON)A I1\X112 IX— 8” WTR soelSTORM PIPE . 6’3- 229 EE33 .& DRAINAGE,ISMT T.4 o3H3+3 -FH ASSEMBLY (TYP) _=•7/9‘ UTILITY ESMT (TYP)AV, SP1242o707r - Sl'ACCESS, & DRAINAGE I I I 14-------------------L.y TRACT CQ11 iN //9C 66’ UTILITY ESMT (TYP)N)<0 FH ASSEMBLY (TYP)2 7 %I 1111115LET 6 IIfekenCURB AND GUTTER 1R.NOTESlo3410/RAIN GARDEN2 5PRIMARY VAULT 2H(24 5 — — -------------— 31 SEE SHEET 4 FOR OVERALL LEGEND1.<2 /5 IUTILITY ESMT (TYP)14’ SAN MH3II—Liidlo \ \ N 1 C r \ 36’ UTILITY ESMTL T9 99BUFFER ZONE.Id UTILITY ESMT (TYP)I 11 ILOUTLOT A EXISTING 8” WATER MAIN() PROPOSED SPILLWAY 25 0 50 10050l^l|% //ORIGINAL SCALE: 1” = 50’11 111 ENGINEER'S STATEMENT JR $| 1111 II I 4 I iM JOSEPH MAI \\\I S/ONALCL FOR AND ON BEHALF OF JR ENGINEERING, LLC MMSSN88 PRIMARY VAULT _ 5’ SIDEWALK (TYP) 6” WTR 8” SAN 23 \5’ SIDEWALK (TYP) 63’ ROW 36’ FL TO FL AREA INLET ■RAIN GARDEN PREPARED ENGINEERIN 63’ ROW 36’ FL TO FL 63’ ROW 36’ FL TO FL 9 * FUTURE OFFSITE 6’ WIDE PUBLIC CONCRETE WALK 40’ FL TO FL LOT 6, BLOCK 5 LOCUST GROVE SECOND EILING REC. NO. 897455 -41 LOT 6, BLOCK 2 LOCUST GROVE SECOND EILING 1 1 // // 8 LOT 7, BLOCK 2 LOCUST GROVE SECOND EILING REC. NO. 897455 0 1A 1 1 I I I I I I I I I I I I I I I 1 1 h % I I I I / / WW W 6’ PRIVATE CONCRETE PAVED WALK IN A PUBLIC EASEMENT ) 131 A “i m / / I INLET AND DOWNSTREAM INFRASTRUCTURE IS PRIVATE *63 ROW 36’ FL TO FL A e % 1 I — — I DEED REC. NO. 20150009298 I I I I li ll 1 I / / I I + I CURB AND GUTTER T I W 4 + T 4 OWNER: WILLIAM L & CLAUDIA C DEMARCO W/ 8’ PEDESTRIAN BY OTHERS / / — + - -J , @ 1- I MOUN TAI RE SUBDIVISION BOOK M, PAGE 54 MOUNTAIRE SUBDIVISION BOOK M, PAGE 54 1 4 — L I T n I— W V 1 i / | I N 4/ 7/ I | < -0 I 1242 7 / —~~r / j / / // I t T I V - P H H -1— T I + I L 11 : 1 Q I $1 tol I 5’ SIDEWALK (TYP) - ////{<) I ? T - - 24’ ACCESS, EMERGENCY ACCESS & DRAINAGE ESMT / / 47 % V o OWNER: JARED ROSS WARRANTY DEED REC. NO. 20210070204 I __ I I I B , <0 8/ OWNER: WESTBALL LLC I 4 I I 8 1.5‘ OF ROW sP 8 „ «0 8 . C AND A SCENIC VIEWS LLC ASSESSOR #1577280 c 1 T I PARCEL A EXC. BOOK 1067 PAGE 265 PARCEL B EXC. BOOK 1069 PAGE 267 O00Sou SINGLE PHASE VAULT 2. ALL STORM DRAINAGE IMPROVEMENTS WITHIN DRAINAGE EASEMENTS WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS ASSOCIATION. ALL STORM DRAINAGE WITHIN PUBLIC RIGHT OF WAY WILL BE OWNED AND MAINTAINED BY THE CITY OF FORT COLLINS 3. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT ___ 1 24’ ACCESS, EMERGENCY ACCESS, & DRAINAGE ESMT PRELJIONLANRY NOTT FOR 4 TA n 9’ UTILITY ESMT 5 1 I I LOT 1, BLOCK 1, THE SECOND REPLA T OE SCENIC VIEWS, P.U.D. REC. NO. 98027265 I 24’ ACCESS, EMERGENCY _ --------- ’ “.....................— ESMT • 7 2 < 0) 3 - % I d l 6 I OWNER: EILEEN M DUNN 0 % c 00 0- 202 % 4’ SAN MH 9 I 7. eork SADDLE RIDGE COMMONS CONDOMINIUM ASSOC/A T/ON QUIT CLAIM DEED REC. NO. 2002007515 OWNER: JOHN WILLIAM SCHUH LOT 56 OWNER: JOAN CRAWFORD W TRUST r \ OWNER: MICHAEL J BUSSMANN OWNER: RA Y DEAN GILLAN OWNER: STEVEN VINSON SMITH AARON STERN/ JOSSEL YN FAMIL Y TRUST QUIT CLAIM DEED REC. NO. 20200110192 1 I L OWNER: CHARLES C BALL REVOCABLE TRUST BALL CHARLES HARDY - 24‘ ACCESS, • -EMERGENCY ACCESS I 1 OWNER: SCOTT H & CYNTHIA D FISHER OWNER: CARL L & LAUREN E THOMAS LOT 50 1 k X — TRACT B —36‘ UTILITY ESMT 5‘ SIDEWALK (TYP)A------------- 7 I t ll; HI L <1 Q CROSSPAN I _ W ) 1$ 25 1 8 x1 5 Z. < to 00 I ll I I 6 I ■36’ UTILITY ESM VW 1 y 7 onplgne I gx 18 I 8 I > ft 11 /I o + y G I 6’ CROSSPAN / . ass . (* oorX j 3 r | I / I ( 11 s 0 S I * I I = CY"IE e — 5 9’ UTILITY ESMT (TYP) W 9 P I n 1 I4 / — 4 - A < ot 0 N Z co El 41 CO 1 7 1 1 I T 3 /GM 1 I g 7 - N I % 1 1i * I A 11 I II |i ll ll 1 ill' ll I ' i| ll ill 28 Reaeo SGRTAO) \ .1 533991: CONSTRUCTOONPA COLORADO P.E. 33393 -9/* 225 AREA INLET 2/ 6’ UTILITY ESMT (TYP) C 8» . K/MAN SHEET 37 OF 80 39797.01JOB NO. CH E C K E D B Y DI G DR A W N B Y JM F DE S I G N E D B Y OV E R A L L U T I L I T Y P L A N 11 / 2 5 / 2 4 Ge J R E NG I N E E R I N G DA T E N/ A V- S C A L E PO L E S T A R V I L L A G E .0 G = J H- S C A L E PR E P A R E D F O R RE V I S I O N No . DA T E BY Ce n t e n n i a l 3 0 3 - 7 4 0 - 9 3 9 3 • C o l o r a d o S p r i n g s 7 1 9 - 5 9 3 - 2 5 9 3 Fo r t C o l l i n s 9 7 0 - 4 9 1 - 9 8 8 8 • ww w j r e n g i n e e r i n g . c o m UN T I L S U C H T I M E A S TH E S E D R A W I N G S A R E AP P R O V E D B Y T H E AP P R O P R I A T E R E V I E W I N G AG E N C I E S , J R E N G I N E E R I N G AP P R O V E S T H E I R U S E ON L Y F O R T H E P U R P O S E S DE S I G N A T E D B Y W R I T T E N AU T H O R I Z A T I O N . PO L E S T A R G A R D E N S , I N C PO B O X 2 7 1 5 8 2 FO R T C O L L I N S , C O 8 0 5 2 1 (8 0 8 ) 4 4 3 - 9 9 5 6 A W e s t r i a n C o m p a n y Know what's I® below. Call before you dig. 811 PLUM ST ‘A I W "DEEg Jo I WM rH1 4101 410rT 4D \ 6 4r % ORCHARD PL r i i i i — ELIZABETH ST m lr•l lrFi1llnrn—ii—II ZM NOTES: KEY MAP SCALE: NTS [ 3. 4. 5. 6. EXISTING 11.UNLESS SERVICE 15.CW REFERS TO SIZE OF TAP AFTER METER FOR SERVICE LINES 5’ + DOWN STREAM OF METER. 16.WHEN A WATER MAIN OR SERVICE CROSSES UNDER WASTEWATER, STORMWATER DEVELOPMENT CONSTRUCTION 17. 30 15 0 30 60 ENGINEER'S STATEMENT JR ..JOSEPH MAI S/ONALCFOR AND ON BEHALF OF JR ENGINEERING, LLC SIZING AND FOR ALL DOMESTIC TAPS. ALL FIRES SERVICES NEED 4” GATE VALVE W/ APPROPRIATE REDUCER. PREPARED ENGINEERIN STANDARDS. CONTRACTOR TO INSTALL TRAFFIC RATED CURB STOPS WHEN THE CURB STOP IS SHOWN ON THE PAVEMENT. WASTEWATER/STORMWATER/OTHER NON-POTABLE SYSTEM THE WATER MAIN OR SERVICE MUST BE WRAPPED WITH BUTYL ADHESIVE TAPE AT ALL JOINTS, MATERIAL AND FITTINGS WITHIN 10 FEET OF THE CROSSING AS REQUIRED BY THE FCU WATER, 9. 10. 12. 13. 14. 1. 2. 7. 8. FIELD VERIFY THE LOCATION AND ELEVATION AT ALL WATERLINE TIE-IN CONNECTIONS. ALL WATER SERVICES SHALL BE 34" TYPE K COPPER, NOTED OTHERWISE. VERIFY WITH MEP. ALL 34" WATER SERVICES WILL BE INTERNALLY METERED. SEE WATER METER DETAILS SHEET 79. CONTRACTOR TO VERIFY WITH MEP ENGINEER FOR FIRE SEE SHEET 1 FOR BENCHMARK. SEE SHEET 4 FOR LEGEND. SEE SANITARY SEWER PLANS FOR ALL SANITARY AND WATERLINE CROSSING INFORMATION. SEE STORM SEWER PLANS FOR ADDITIONAL UTILITY CROSSING INFORMATION. ALL PVC WATER PIPE 12” DIAMETER OR LESS SHALL BE AWWA C-900 AND HAVE A MINIMUM WORKING PRESSURE OF 150 PSI. FOR ALL WATER CROSSINGS UNDER STORM SEWER LARGER THAN 18” AND FOR ALL WATERMAINS OR SERVICES LESS THAN 4’ DEEP, A 3” DOW INSULATION BOARD SHALL BE INSTALLED ABOVE THE WATER MAIN/SERVICE TO PROTECT FROM FREEZING. ALL WATER MAINS TO HAVE AT LEAST 18-INCHES OF VERTICAL CLEARANCE FROM SANITARY SEWER MAINS & STORM SEWER. WATER SERVICE LINES SHALL HAVE A MINIMUM OF 12-INCHES OF VERTICAL CLEARANCE FROM SANITARY MAINS AND STORM SEWER. ALL STATIONING IS PIPE CENTERLINE UNLESS OTHERWISE NOTED. ALL FIRE HYDRANT LATERALS SHALL BE FULLY RESTRAINED PVC C900. ALL PIPE SHALL HAVE A MINIMUM COVER OF 4-6”. PRELDMINJ/AMRY [NOT FOR COINSTRUCTIOIN.DATE COLORADO P.E.33399------------9/** (6 HORIZONTAL ORIGINAL SCALE: 1” = 30’ VERTICAL ORIGINAL SCALE: 1” = 3’ t BEHALOR7-\ 01 53399 5 SHEET 38 OF 80 39797.01JOB NO. 11+37.531LOT 6- BLOCK 4 WP06 WP05 WP05 WP05 WP05 WP05 WP05 WP05 WP05 WP05 WP05 WP05 WP05 WP05 WP05 WP05 WP05 WP05 WP05 WP05 WP05 WP05 WP05 WP05 WP04 WP04 WP05 WP05 WP06 WP06 WP06 WP06 WP06 WP06 WP06 WP06 WP06 WP06 WP06 WP06 WP06 WP06 WP06 WP06 WP06 LOT 3 - BLOCK 3 LOT 9- BLOCK 3 LOT4-BLOCK 3 LOT 5 - BLOCK 3 LOT 10 - BLOCK 3 LOT 6- BLOCK 3 LOT 7- BLOCK 3 LOT 11 - BLOCK 3 LOT 8- BLOCK 3 LOT 12 - BLOCK 3 LOT 10 - BLOCK 4 LOT 13 - BLOCK 4 LOT 14- BLOCK 4 LOT 20 - BLOCK 4 LOT 16 - BLOCK 4 LOT 17 - BLOCK 4 LOT 22 - BLOCK 4 LOT 18 - BLOCK 4 LOT 21 - BLOCK 4 LOT 15 - BLOCK 4 LOT 19 - BLOCK 4 LOT 12 - BLOCK 4 LOT 11 - BLOCK 4 LOT 1- BLOCK 4 LOT 2 - BLOCK 4 LOT 6- BLOCK 1 LOT 3 - BLOCK 4 LOT4- BLOCK 4 LOT 1 BLOCK 2 LOT 9- BLOCK 4 LOT 8- BLOCK 4 LOT 5 - BLOCK 4 LOT 7- BLOCK 4 WP04 WP04 WP04 WP04 WP04 WP04 WP04 WP04 WP05 Station 14+68.32' 14+77.32' 11+00.49' 10+84.49' 10+74.49' 15+85.60' 10+60.87' 15+93.60' 15+95.60' 16+26.18' 16+28.68' 16+33.68' 16+36.18' 16+56.18' 16+87.79' 16+89.79' 16+94.79' 16+96.79' 10+17.71' 10+22.71' 10+48.00' 10+49.50' 10+53.50' 10+55.00' 10+82.58' 10+86.58' 10+88.58' 11+15.35' 11+17.35' 12+16.34' 12+75.23' 12+80.23' 12+82.23' 13+46.47' 13+51.47' 13+53.47' 13+77.76' 13+20.17' 13+18.17' 12+72.73' 12+47.63' 12+42.63' 13+81.76' 13+79.76' 17+41.42' 16+95.74' 16+83.74' 16+02.31' 15+73.74' 15+24.04' 15+03.74' 14+97.53' 14+35.53' 14+02.46' 13+57.53' 13+45.59' 12+77.73' 10+27.53' 10+37.54' 12+27.71' 11+27.54' Station 12+54.30' 12+44.30' 13+50.17' 13+57.33' 14+33.81' 14+36.81' 12+23.15' 14+82.47' 14+85.70' 15+07.74' 15+40.80' 15+43.96' 11+84.31' 15+46.96' 15+73.01' 15+76.01' 11+60.52' 15+81.01' 16+69.16' 16+74.16' 10+99.10' 17+35.77' 18+19.05' 18+17.05' 15+47.18' 15+43.18' 15+19.35' 14+99.13' 14+90.13' 14+74.13' 14+55.06' 14+34.84' 13+90.77' 13+70.55' 13+61.55' 13+29.40' 11+48.14' 11+28.00' 10+35.21' 10+14.21' 10+74.41' 10+94.56' 11+05.16' 11+25.16' 11+45.16' 11+70.16' 11+75.16' 11+95.25' 12+79.55' 12+89.55' 13+18.30' 13+43.30' 13+63.59' 11+97.83' 11+87.83' 13+83.74' 11+43.63' 14+27.89' 11+38.75' 11+33.75' 14+48.18' LOT38- BLOCK 3- FIRE LOT 33-BLOCK 3 LOT 19 - BLOCK 3 LOT 20 - BLOCK 3 LOT 16 - BLOCK 3 LOTS 13-16 BLOCK 3- FIRE LOT 17 - BLOCK 3 LOT 21- BLOCK 3 LOT 22 - BLOCK 3 LOT 18 - BLOCK 3 LOTS 9-10 BLOCK 3-FIRE LOTS 15-18 BLOCK 4- FIRE LOTS 21-22 BLOCK 4- FIRE LOT 1- BLOCK 1 LOT 1- BLOCK 3 LOT 2 - BLOCK 1 LOT 2 - BLOCK 3 LOT 3 - BLOCK 1 LOT4- BLOCK 1 LOT 5 - BLOCK 1 _________________ Description_________________ _________________3/4" SERVICE_______________ 4" GATE VALVE W/ REDUCER -1.5" DIA PVC - FIRE LINE _________________3/4"SERVICE________________ ____________ 1.5" DIA - PVC FIRE LINE__________ _____________ 3/4" SERVICE -1" CW____________ _________________3/4" SERVICE_______________ _____________ 3/4" SERVICE -1" CW____________ 4" GATE VALVE W/ REDUCER -1.5" DIA PVC - FIRE LINE _________________3/4" SERVICE_______________ _________________3/4"SERVICE________________ _________________3/4"SERVICE________________ _________________3/4"SERVICE________________ _________________3/4" SERVICE_______________ 4" GATE VALVE W/ REDUCER -1.5" DIA PVC - FIRE LINE _________________3/4" SERVICE_______________ _________________3/4"SERVICE________________ _________________3/4"SERVICE________________ _________________3/4" SERVICE_______________ 4" GATE VALVE W/ REDUCER -1.5" DIA PVC - FIRE LINE _____________ 3/4" SERVICE -1" CW____________ _________________3/4"SERVICE________________ _____________ 3/4" SERVICE -1" CW____________ _____________ 3/4" SERVICE -1" CW____________ _________________3/4" SERVICE_______________ _____________ 3/4" SERVICE -1" CW____________ _____________ 3/4" SERVICE -1" CW____________ _________________3/4" SERVICE_______________ _____________ 3/4" SERVICE -1" CW____________ _________________3/4"SERVICE________________ _____________ 3/4" SERVICE -1" CW____________ _____________ 3/4" SERVICE -1" CW____________ _____________ 3/4" SERVICE -1" CW____________ _________________3/4"SERVICE________________ _____________ 3/4" SERVICE -1" CW____________ _____________ 3/4" SERVICE -1" CW____________ _________________3/4" SERVICE_______________ _____________ 3/4" SERVICE -1" CW____________ _________________3/4"SERVICE________________ _____________ 3/4" SERVICE -1" CW____________ _________________3/4" SERVICE_______________ _____________ 3/4" SERVICE -1" CW____________ _____________ 3/4" SERVICE -1" CW____________ 4" GATE VALVE W/ REDUCER -1.5" DIA PVC - FIRE LINE 4" GATE VALVE W/ REDUCER -1.5" DIA PVC - FIRE LINE _________________3/4" SERVICE_______________ _________________3/4"SERVICE________________ _________________3/4"SERVICE________________ _________________3/4" SERVICE_______________ _________________3/4" SERVICE_______________ _________________3/4" SERVICE_______________ _________________3/4"SERVICE________________ _________________3/4"SERVICE________________ _________________3/4"SERVICE________________ _________________3/4" SERVICE_______________ _________________3/4"SERVICE________________ _________________3/4"SERVICE________________ _________________3/4" SERVICE_______________ _________________3/4" SERVICE_______________ _________________3/4" SERVICE_______________ _________________3/4"SERVICE________________ _________________3/4"SERVICE________________ 3/4"SERVICE Reference Alignment WP01 WP01 WP01 WP01 WP01 WP01 WP01 WP01 WP01 WP01 WP01 WP01 WP01 WP01 WP01 WP01 WP01 WP01 WP01 WP01 WP01 WP01 WP01 WP01 WP02 WP02 WP02 WP02 WP02 WP02 WP02 WP02 WP02 WP02 WP02 WP02 WP02 WP02 WP02 WP02 WP03 WP03 WP03 WP03 WP03 WP03 WP03 WP03 WP04 WP04 WP04 WP04 WP04 WP04 WP04 WP04 WP04 WP04 WP04 Reference Alignment WP04 WP04 WP04 WP04 WP04 WP04 WP04 WP04 WP04 WP04 Name LOT 34- BLOCK 3 LOTS 32-34 BLOCK 3 - FIRE LOT 27 - BLOCK 3 LOT 37- BLOCK 3-SERVICE 2 LOT 37- BLOCK 3-SERVICE 1 LOT 13 - BLOCK 3 LOT 26 - BLOCK 3 LOTS 19-20 BLOCK 3- FIRE LOT 14- BLOCK 3 LOT 15 - BLOCK 3 Name LOT39- BLOCK 3- FIRE LOT 39- BLOCK 3-SERVICE LOT 37-BLOCK 3 LOTS 27-30 BLOCK 4-FIRE LOTS 25-26- BLOCK 4 FIRE LOT 26-BLOCK 4 LOTS 31-32 BLOCK 3- FIRE LOT 25-BLOCK 4 LOT 25-BLOCK 3 LOT 24-BLOCK 3 LOT 24-BLOCK 4 LOT 23-BLOCK 3 LOT 40- BLOCK 3-SERVICE LOTS 23-24 BLOCK 3- FIRE LOT 23-BLOCK 4 LOTS 23-24 BLOCK 4-FIRE LOT40- BLOCK 3- FIRE LOTS 21-22 BLOCK 3- FIRE LOTS 19-20- BLOCK 4 LOTS 17-18 BLOCK 3- FIRE LOT 35-36 BLOCK 4-FIRE LOTS 10-11 BLOCK 3- FIRE LOTS 10-14 BLOCK 4 FIRE LOTS 3-8 BLOCK 3-FIRE LOT 48- BLOCK 3-SERVICE LOT48- BLOCK 3- FIRE LOT47-BLOCK 3 LOT46-BLOCK 3 LOTS 46-47 BLOCK 3-FIRE LOTS 44-45 BLOCK 3-FIRE LOTS 45 BLOCK 3 LOT44-BLOCK 3 LOT43-BLOCK 3 LOT42-BLOCK 3 LOTS 42-43 BLOCK 3-FIRE LOT41- BLOCK3 LOT 36-BLOCK 3 LOT 35-BLOCK 3 LOT34- BLOCK 3- FIRE LOT 34- BLOCK 3-SERVICE LOT 31-BLOCK 4 LOT 32-BLOCK 4 LOT 30-BLOCK 4 LOT 29-BLOCK 4 LOT 28-BLOCK 4 LOT 27-BLOCK 4 LOT33- BLOCK 4- FIRE LOT33- BLOCK4-SERVICE LOT35- BLOCK 3- FIRE LINE LOT 35- BLOCK 3-SERVICE LOTS 29-31 BLOCK 4- FIRE LOT 29-BLOCK 3 LOT 30-BLOCK 3 LOT36- BLOCK 3- FIRE LOT 36- BLOCK 3-SERVICE LOT 31-BLOCK 3 LOT 28-BLOCK 3 LOT 32-BLOCK 3 LOT 38- BLOCK3-SERIVICE __________________ Description__________________ _____________ 2.5" DIA - DIP FIRE LINE____________ 1" SERVICE W/ EXTERNAL METER -1.5" CW ________ 1" SERVICE - W/l" EXTERNAL METER_____ 4" GATE VALVE W/ REDUCER - 1.5" DIA - PVC FIRE LINE 4" GATE VALVE W/ & REDUCER - 1.5" DIA - PVC FIRE LINE ______________ 3/4" SERVICE -1" CW______________ 4" GATE VALVE W/ REDUCER - 1.5" DIA PVC FIRE LINE ______________ 3/4" SERVICE -1" CW______________ ______________ 3/4" SERVICE -1" CW______________ ______________ 3/4" SERVICE -1" CW______________ ______________ 3/4" SERVICE -1" CW______________ ______________ 3/4" SERVICE-1" CW______________ 1" SERVICE W/ EXTERNAL METER -1.5" CW 4" GATE VALVE W/ REDUCER - 1.5" DIA PVC - FIRE IINE ______________ 3/4" SERVICE -1" CW_____________ 4" GATE VALVE W/ REDUCER - 1.5" DIA PVC - FIRE LINE 4" GATE VALVE W/ REDUCER - 2.5" DIA - PVC FIRE LINE 4" GATE VALVE W/ REDUCER - 1.5" DIA PVC - FIRE LINE 4" GATE VALVE W/ & REDUCER -1.5" DIA PVC FI RE LI N E 4" GATE VALVE W/ REDUCER - 1.5" DIA - PVC FIRE LINE _____________ 1.5" DIA-PVC FIRE LINE____________ 4" GATE VALVE W/ REDUCER - 1.5" DIA - PVC FIRE LINE 4" GATE VALVE W/ REDUCER - 1.5" DIA - PVC FIRE LINE 4" GATE VALVE W/ REDUCER - 1.5" DIA PVC - FIRE LINE __________1" SERVICE W/ EXTERNAL METER______ 4" GATE VALVE W/ 4" DI A - PVC FI RE LI N E __________________3/4"SERVICE_________________ __________________3/4"SERVICE_________________ 4" GATE VALVE W/ REDUCER - 1.5" DIA PVC - FIRE LINE 4" GATE VALVE W/ REDUCER - 1.5" DIA PVC - FIRE LINE __________________3/4"SERVICE_________________ __________________3/4"SERVICE_________________ __________________3/4"SERVICE_________________ __________________3/4"SERVICE_________________ 4" GATE VALVE W/ REDUCER - 1.5" DIA PVC - FIRE LINE __________________3/4"SERVICE_________________ __________________3/4"SERVICE_________________ __________________3/4"SERVICE_________________ 4" GATE VALVE W/ - 4" DIA - PVC FIRE LINE _________ 1.5" SERVICE W/ EXTERNAL METER_____ __________________3/4"SERVICE_________________ __________________3/4"SERVICE_________________ __________________3/4"SERVICE_________________ __________________3/4"SERVICE_________________ __________________3/4"SERVICE_________________ __________________3/4"SERVICE_________________ _______________ 2.5" DIA - DIP FIRE______________ 1" SERVICE W/ EXTERNAL METER -1.5" CW 4" GATE VALVE W/ REDUCER - 2.5" DIA - PVC FIRE LINE _________ 1.5" SERVICE W/ EXTERNAL METER_____ 4" GATE VALVE W/ REDUCER - 1.5" DIA PVC - FIRE LINE __________________3/4"SERVICE_________________ __________________3/4"SERVICE_________________ 4" GATE VALVE W/REDUCER-2.5" DIA PVC FIRE LINE _________ 1.5" SERVICE W/ EXTERNAL METER_____ __________________3/4"SERVICE_________________ __________________3/4"SERVICE_________________ __________________3/4"SERVICE_________________ 1" SERVICEW/ EXTERNAL METER -1.5" CW _____________ 2.5" DIA-PVC FIRE LINE____________ 3/4"SERVICE OV E R L A N D T R CH E C K E D B Y AR J DR A W N B Y AR J DE S I G N E D B Y WA T E R P L A N A N D P R O F I L E 11 / 2 5 / 2 4 Ge ) J R E N G I N E E R I N G DA T E 1" = 3 ‘ V- S C A L E PO L E S T A R V I L L A G E 1” = 3 0 ’ PR E P A R E D E O R H- S C A L E DA T E B Y R E V I S I O N No . Ce n t e n n i a l 3 0 3 - 7 4 0 - 9 3 9 3 • C o l o r a d o S p r i n g s 7 1 9 - 5 9 3 - 2 5 9 3 Fo r t C o l l i n s 9 7 0 - 4 9 1 - 9 8 8 8 • ww w j r e n g i n e e r i n g . c o m UN T I L S U C H T I M E A S TH E S E D R A W I N G S A R E AP P R O V E D B Y T H E AP P R O P R I A T E R E V I E W I N G AG E N C I E S , J R E N G I N E E R I N G AP P R O V E S T H E I R U S E ON L Y F O R T H E P U R P O S E S DE S I G N A T E D B Y W R I T T E N AU T H O R I Z A T I O N . PO L E S T A R G A R D E N S , I N C PO B O X 2 7 1 5 8 2 FO R T C O L L I N S , C O 8 0 5 2 1 (8 0 8 ) 4 4 3 - 9 9 5 6 A W e s t r i a n C o m p a n y Know what's WP01 PROFILE - 1 STA 10+00.00 TO 17+00.00 PO N O W A Y W. PLUM ST. KO K U A C O U R T OHAN A CIRC L E HA P P Y HE A R T WA Y 26)1 J 8” GATE VALVE — 188.57 LF - 1.5” 0 PVC FIRELINE W/ GATE VALVE 4 I STA: 14+07.16 /~ N: 1453571.92 / E: 3103742.45 CTION I * I | 28 DEF 30 1 1 f + I I 45 - (L '8”—11.25* BEND STA: 13+02.68_ N: 1453535.924s ' E: 3103840.41 • l38 8”—11.25* BEND STA: 12+83.74_ N: 1453532.66 E: 3103859.07 39 L T bc H । । 41 1= fr 32 31 L 8” X 6” CROSS STA: 12+71.66 N: 1453532.57 E: 3103871.15 STORM CROSSING STA: 13+11.95 T ©+13+00 C /31 28 \ 30 TRACT A 20 V X \\ < DEFLECTION, 20 3 23 E: 3103678.59X /X / > 34 25 26\33 I 32 / 27 N: 1453668.80 E: 3103620.00 24 8”-11.25* VERT. BEND STA: 14+86.24 N: 1453617.69 8” X 8” TEE STA: 14+04.66 N: 1453570.75 E: 3103744.66 Y \\ \ \ W X \\ 8”-11.25* VERT. BEND STA: 14+92.43_ N: 1453621.76 E: 3103673.92 42.23 LF - 1.5” 0 PVC FIRELINE 7, W \ \ 16+00- \\ \ V 39.41 LF - 1.5” 0 PVC_ X FIRELINE g"-11. 25* BEND WW/ 0.67 VERT * V STA: 15+63.99 \\ A N < 72,7 00 7 / /o. /// y y 8”—11.25* BEND STA: 13+97.71 N: 1453567.40 E: 3103750.75 8”—11.25* BEND W/ 0.44* VERT. STA: 14+39.81 N: 1453587.17 E: 3103713.58 STORM CROSSING STA: 14+97.47 8” X 6” TEE STA: 13+68.86 N: 1453557.84 E: 3103777.97 )7) // F.H. ASS’Y STA: 13+68.52= 13+68.52 (11.38’LT) o. CM CM CO o in I1J1J □ be 31 411 35 TRACT B I t 36 \ \ 8” X 6” TEE ____ L_._ H + u + + $12+00 50, 36.76 LF 2.5” 0 PVC FIRELINE 57.88 LF 1.5” 0 PVC FIRELINE 58.19 LF 1.5” 0 PVC FIRELINE i L I I — 11+00 STA: 10+89.10. N: 1453527.95 E: 3104053.65 ' F.H. ASS’Y STA: 10+89.10= € STA: 10+89.10 (10.65’LT) < Q- 52 5115 5110 STA: 10+15.16 18” RCP STORM B.O.P.: 5105.49 8” PVC WTR T.O.P.: 5103.86 CLEARANCE: 1.63’ e------- 5 r — I___ • ■ 38.85 LF 2.5” 0 PVC FIRELINE — CM CM cd cd o o in in □. Q- O O I I 5120EX/ST/NG GRADE | j i i i i PROPOSED GRADE @ C 19 XVXXN \ L IT B 72.47 LF - 1.5” 0 PVC FIRELINr - i = T I 27 + I I 4. 5. 6. I (-------S 9. -------W --------W--------- 10+00—1 E T 15. CW REFERS TO SIZE OF TAP AFTER METER FOR SERVICE LINES 5’ + DOWN STREAM OF METER. I 16. WHEN A WATER MAIN OR SERVICE CROSSES UNDER i STORMWATER DEVELOPMENT CONSTRUCTION II WASTEWATER, STANDARDS. WASTEWATER/STORMWATER/OTHER NON-POTABLE SYSTEM THE WATER MAIN OR SERVICE MUST BE WRAPPED WITH BUTYL ADHESIVE TAPE AT ALL JOINTS, MATERIAL AND FITTINGS WITHIN 10 FEET OF THE CROSSING AS REQUIRED BY THE FCU WATER, 7. 8. STORM CROSSING STA: 10+15.05 + i CONNECT TO EXISTING 6” CIP WITH REDUCER CONTRACTOR TO VERIFY DEPTH/LOCATION AND EXTEND MAIN EAST IF LOWERING OR RAISING IS REQUIRED STA: 10+05.00 N: 1453525.16 E: 3104137.70 ALL PVC WATER PIPE 12” DIAMETER OR LESS SHALL BE AWWA C-900 AND HAVE A MINIMUM WORKING PRESSURE OF 150 PSI. FOR ALL WATER CROSSINGS UNDER STORM SEWER LARGER THAN 18” AND FOR ALL WATERMAINS OR SERVICES LESS THAN 4’ DEEP, A 3” DOW INSULATION BOARD SHALL BE INSTALLED ABOVE THE WATER MAIN/SERVICE TO PROTECT FROM FREEZING. ALL WATER MAINS TO HAVE AT LEAST 18-INCHES OF VERTICAL CLEARANCE FROM SANITARY SEWER MAINS & STORM SEWER. WATER SERVICE LINES SHALL HAVE A MINIMUM OF 12-INCHES OF VERTICAL CLEARANCE FROM SANITARY MAINS AND STORM SEWER. ALL STATIONING IS PIPE CENTERLINE UNLESS OTHERWISE NOTED. ALL FIRE HYDRANT LATERALS SHALL BE FULLY RESTRAINED PVC C900. ALL PIPE SHALL HAVE A MINIMUM COVER OF 4-6”. 13. SEE WATER METER DETAILS SHEET 79. 14. CONTRACTOR TO VERIFY WITH MEP ENGINEER FOR FIRE SERVICE SIZING AND FOR ALL DOMESTIC TAPS. ALL FIRES SERVICES NEED 4” GATE VALVE W/ APPROPRIATE REDUCER. 10. FIELD VERIFY THE LOCATION AND ELEVATION AT ALL EXISTING WATERLINE TIE-IN CONNECTIONS. 11. ALL WATER SERVICES SHALL BE 34" TYPE K COPPER, UNLESS NOTED OTHERWISE. VERIFY WITH MEP. _ 12. ALL 34" WATER SERVICES WILL BE INTERNALLY METERED. 17. CONTRACTOR TO INSTALL TRAFFIC RATED CURB STOPS WHEN THE CURB STOP IS SHOWN ON THE PAVEMENT. |— 1— 7—IL n 77777777 X [ 8” X 6” CROSS STA: 10+50.54 N: 1453526.97 E: 3104092.20 T I D 7 I 5125 25 \\ 24 7 7 8” GATE VALVE STA: 16+17.90 7 N: 1453713.04 7 E: 3103589.62 ' TRACT 23 / 8” X 8” TEE STA: 16+20.40 N: 1453715.29 E: 3103588.53 74 64.47 LF - 1.5” 0 PVC FIRELINE 67.02 LF - 1.5” 0 PVC FIRELINE 46 33 34 । Lrr 2.f 3. SEE SANITARY SEWER PLANS FOR ALL SANITARY AND WATERLINE CROSSING INFORMATION. SEE STORM SEWER PLANS FOR ADDITIONAL UTILITY CROSSING INFORMATION. below. Call beforeyou dig. i8” GATE VALVE ISTA: 10+48.04 •• IrJ/N: 1453526.87 •lE: 3104094.70L I/ / NOTES: 1.SEE SHEET 1 FOR BENCHMARK. SEE SHEET 4 FOR LEGEND. I 1_ mm A KEY MAP SCALE: NTS I 5105 2.51 LF 8” PVC @ 0.74% 5100 33.00 LF 8” PVC @ 0.00% 4.03 LF 8” PVC @ 19.89% STA: 15+28.78- 4” PVC SAN T.0.P.:5103.90- CLEARANCE:4.06‘ STA: 15+16.58 ------------4” PVC SAN T.O.P.: 5103.83 W n T\ s \ 8” GATE VALVE STA: 16+88.08 N: 1453775.63 E: 3103557.86 1.5” 0 PVC FIRELINE .04 LF34 CLEARANCE: 4.14’I5+0(16+00 74%— 6.50 LF 8” PVC @ 0.75% 9.36 LF 8” PVC @ 1.28% STA: 14+97.21 18” STORM RCP B.O.P.: 5109.54 8” PVC WTR T.O.P.: 5107.92 CLEARANCE: 1.62’ 10.30 LF 8” PVC @ 0.00% 17+00 65.17 LF 8” PVC @ 0. \ 17+00 ‘1 V \ I 2II I 11\ y \ (\ 11 V W 5 \\ \ 8” X 6” TEE STA: 16+85.58 N: 1453773.39 E: 3103559.00 N \\ F.H. ASS’Y STA: 16+85.58= € STA: 16+85.58 (13.11’LT) ' VA \ SAN CROSSING^ STA: 16+10.40 8”-11.25* BEND A STA: 16+02.04 N: 1453698.78 • E: 3103596.56 N N\ \ 28.85 LF 8” 41.13 LF 8” PVC @ 0.03% 6.95 LF 8” PVC @ 0.00% I 38.06 LF 8” PVC @ 1.28% 2.50 LF 8” PVC @ 0.00% 32.65 LF 8” PVC @ 0.00% PVC @ 0.00%19.85 LF 8” PVC @ 0.00% 24.23 LF 8” PVC @ 1.28% it it 4r \o to rT4 ELIZABETH ST 182.56 LF 8" PVC@ 1.78%O 30 15 0 30 60 510512.08 LF 8” PVC @ 0.00% I HORIZONTAL ORIGINAL SCALE: 1” = 30’ T ¥ □ -- €-r- T ® € S \ \ \ \ \ I 811 I ORCHARD PL I 151PLUM ST 5 A 14.32 LF 8” PVC @ 0.01%5.20 LF 8” PVC @ 19.89%EXISTING 6” CIP38.56 LF 8” PVC @ 1.96%I46.43 LF 8” PVC @ 0.50%1.86 LF 8” PVC @ 100.00% 6.19 LF 8” PVC @ 19.89% ENGINEER'S STATEMENT JR 5100T * 10+00 .. JOSEPH MAI S/ONALCSTA: 13+40.72 FOR AND ON BEHALF OF JR ENGINEERING, LLC2.76 LF 8” PVC @ 0.00%6” PVC SAN T.O.P.: 5102.86— PREPARED ENGINEERIN 20.17 LF 8” PVC @ 0.00% STA: 13+11.79 18” RCP STORM B.O.P.: 5109.86 8” PVC WTR T.O.P.: 5108.36 CLEARANCE: 1.50’ 13+00 STA: 13+21.91 6” PVC SAN T.O.P.: 5102.79 CLEARANCE: 4.84’ 12+00 STA: 12+34.14 6” PVC SAN T.O.P.: 5102.00 CLEARANCE: 6.66’ PRELDMINJLARY NOT F©^ VERTICAL ORIGINAL SCALE: 1” = 3’ 14+00 STA: 14+71.83 4” PVC SAN T.O.P.: 5103.15 CLEARANCE: 5.32’ 11+00 2.50 LF 8” PVC @ 1.96% 18.18 LF 8” PVC @ 2.03% 4.69 LF 8” PVC @ 41.42% COINSTRUCTIOIN.DATE COLORADO P.E.33399-------------------------------------------------9/** (6 t BEHALOR RRT7-O \ 01 53399 % 4 SHEET 38 OF 80 39797.01JOB NO. 11 — — M — N (O „ O l 5 DI A - PV C - M ! / // / ! I -I — DI A P V C r co 10 + 5 0 . 5 4 CO N N E C T T O E X I S T I N G 6 ” C I P W I T H R E D U C E R CO N T R A C T O R T O V E R I F Y D E P T H / L O C A T I O N AN D E X T E N D M A I N E A S T IF L O W E R I N G O R R A I S I N G I S R E Q U I R E D ST A : TO P : TO P : 8” X 6 ” C R O S S 7 S T A : 1 0 + 2 5 . 1 7 TO P : 5 1 0 3 . 8 6 3/ 4 ” S E R V I C E - 1 ” C W BL O C K 3 I I I I I LO T 2 3 - 99 LO T 2 3 - B L O C K 4 4” G A T E V A L V E W / R E D U C E R - 1 . 5 ” D I A P V C - F I R E L I N E __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ • _ _ _ _ _ _ _ _ _ I “ © ) “ y “ 0 A A LO T S 2 3 - 2 4 B L O C K 4 - F I R E - ■ ■ ■ I ■4” G A T E V A L V E W / R E D U C E R - 1 . 5 ” D I A P V C - F I R E L I N E LO C K 3 - F I R E 8” - 1 1 . 2 5 * B E N D 0. 7 3 * V E R T . D E F L E C T I O N 8” G A T E V A L V E @ CX I m ST A : 1 6 + 1 1 . 4 0 TO P : 5 1 0 7 . 8 0 I ST A : 1 6 + 0 2 . 0 4 TO P : 5 1 0 7 . 9 2 LO T S 2 1 - 2 2 B l ST A : 1 6 + 1 7 . 9 0 TO P : 5 1 0 7 . 7 5 - inCX I ST A : 1 6 + 2 0 . 4 0 TO P : 5 1 0 7 . 7 3 ST A : 1 5 + 8 1 . 0 1 T. O . P : 5 1 0 8 . 1 9 ST A : 1 5 + 7 6 . 0 1 T. O . P : 5 1 0 8 . 2 5 LO T S T O P : 5 1 0 8 . 4 1 C K 3 - FI R E 4” G A T E V A L V E W / R E D U C E R - 1 . 5 ' I I T I i 3/ 4 ” S E R V I C E - 1 ” C W ST A : 1 5 + 7 3 . 0 1 T. O . P : 5 1 0 8 . 2 9 8” - 1 1 . 2 5 * B E N D W/ 0 . 6 7 V E R T * D E F L E C T I O N ST A : 1 5 + 6 3 . 9 9 ST A : 1 6 + 7 4 . 1 6 T. O . P : 5 1 0 7 . 3 3 Ul ST A : 1 5 + 4 6 . 9 6 T. O . P : 5 1 0 8 . 6 2 | LO T 2 4 - B L O C K 3 3/ 4 ” S E R V I C E - 1 ” C W y 10 + 0 5 . 0 0 51 0 3 . 8 6 51 0 3 . 8 6 8” - 2 2 . 5 * V E R T . B E N D ST A : 1 0 + 2 9 . 8 6 TO P : 5 1 0 5 . 8 0 \ ! D E N 22 . 5 ° VE R T . B TO P : 5 1 0 6 . 1 7 ST A : 1 0 + 8 9 . 1 0 TO P : 5 1 0 6 . 9 7 TO P : 5 1 0 6 . 9 6 8” G A T E V A L V E ST A : 1 0 + 4 8 . 0 4 RE D U C E R - 2 . 5 ” D I A - P V C F I R E L I N E RE W/ E X T E R N A L M E T E R - 1 . 5 ” C W BL O C K 3 - S E R V I C E 4” G A T E V A L V E W / R I E D U C E R - 1 . 5 ” D I A P V C F I R E L I N E LO C K 3 - F I R E - 3 2 B L O T S 3 1. 5 ” C W / 2. 5 ” D I A - D I P F I R E L I N E LO T 3 9 - B L O C K 3 - F I R E I I P: 5 1 1 0 . 2 1 T O I 8” X 6 ” C R O S S / 0. 2 2 T O P : 5 1 / ID / / EN D - - - - - 8” - 4 5 * V E R T . B l / D E N I I / I D 8” - 1 1 . 2 5 * V E R T . B E N 09 . 3 9 8” - 1 1 . 2 5 * V E R T , B E N D , ST A : 1 3 + 5 0 . 1 7 V 09 . 3 9 T . O . P : 5 ST A : 1 3 + 5 7 . 3 3 \ 4” G A T E V A L V E W / R E D U C E R - 1 . 5 ” D I A - P V C F I R E L I N E LO C K 4 - F I R E LO T S 2 7 - 3 0 B 8” X 6 ” I ND I I 4” G A T E V A L V E W / & I RE D U C E R - LO T S 2 5 - 2 6 - B L O C K 4 F I R E I 10 9 . 1 5 ST A : 1 4 + 8 5 . 7 0 W/ 0 . 4 4 * V E R T . D E F L E C T I O N .2 5 ’ B E N D 8” — 1 4+ 8 6 . 2 4 :V L S Il l i ST A : 1 4 + 3 9 . 8 1 TO P : 5 1 0 9 . 3 8 ST A : 1 2 + 7 1 . 6 6 TO P : 5 1 1 0 . 2 2 ST A : 1 3 + 6 8 . 8 6 TO P : 5 1 0 9 . 3 8 TO P : 5 1 0 9 . 3 7 ST A : 1 3 + 2 2 . 5 3 TO P : 5 1 0 8 . 3 6 ST A : 1 3 + 2 7 . 7 3 TO P : 5 1 0 9 . 3 9 1 I ST A : 1 4 + 3 6 . 8 1 T. O . P : 5 1 0 9 . 3 8 / / / | S T A : 1 2 + 9 8 . 0 5 TO P : 5 1 1 0 . 2 2 8” - 1 1 . 2 5 * B E N ST A : 1 2 + 8 3 . 7 4 ST A : 1 2 + 5 4 . 3 0 T. O . P : 5 1 0 9 . 9 1 LO T 2 5 - B L O C K 4 3/ 4 ” S E R V I C E - 1 ” C W ST A : 1 4 + 3 3 . 8 1 T. O . P : 5 1 0 9 . 3 8 / / — ST A : 1 2 + 4 4 . 3 0 TO P - 5 1 0 9 . 7 3 ST A : 1 5 + 0 7 . 7 4 T. O . P : 5 1 0 8 . 7 2 8” G A T E V A L V E ST A : 1 4 + 0 7 . 1 6 TO P : 5 1 0 9 . 3 8 ST A : 1 4 + 8 2 . 4 7 T. O . P : 5 1 0 9 . 1 7 I I I I 8” X 8 ” T E E ST A : 1 4 + 0 4 . 6 6 TO P : 5 1 0 9 . 3 8 - 8” - 4 5 * V E R T . B ST A : 1 2 + 9 9 . 9 1 TO P : 5 1 0 8 . 3 6 LO T 2 6 - B L O C K 4 3/ 4 ” S E R V I C E - 1 ” C W LO T 3 9 - B L O C K 3 - S E R V I C E 1” S E R V I C E W / E X T E R N A L M E T E R - LO T 3 7 - B L O C K 3 1” S E R V I C E - W / 1 ” E X T E R N A L M E T E R IT O P : 5 1 0 9 . 1 5 - C K 3 3/ 4 SE R V I C E - 1 C W 8” - 1 1 . 2 5 * V E R T . B E N D ST A : 1 4 + 1 3 . 3 8 TO P : 5 1 0 8 . 7 2 I I I I I I 8” - 1 1 . 2 5 * B E I ST A : 1 3 + 9 7 . 7 1 TO P : 5 1 0 9 . 3 8 /8 ”/ II / I I, il I ll 7— W — — W — I I T 5 C 1 .2 5 * V E R T . B E I 8” - 1 I 08 . 6 6 T . O . P : 5 ST A : 1 5 + 4 3 . 9 6 I T. O . P : 5 1 0 9 . 3 4 I I ' I I f I I ST A : 1 2 + 2 3 . 1 5 LO T 4 0 - 1” S E R V I C E 8” X 6 ” T E 1. 5 ” D I A - P V C F I R E L I N E ST A : 1 0 + 9 9 . 1 0 T. O . P : 5 1 0 7 . 1 0 LO T 3 5 - 3 6 B L O C K 4 - F I R E LO T 4 0 - B L O C K 3 4” G A T E V A L V E W / / / / — ST A : 1 1 + 6 0 . 5 2 T. O . P : 5 1 0 8 . 2 1 ST A : 1 1 + 8 4 . 3 1 - T. O . P : 5 1 0 8 . 6 4 I I I I I I 07 . 3 6 T . O . P : 5 ST A : 1 6 + 6 9 . 1 6 LO T S 1 9 - 2 0 - B L O C K 4 4” G A T E V A L V E W / & R E D U C E R 1. 5 ” D I A P V C F I R E L I N E __ _ _ _ _ _ _ X V \ LO T S 1 7 - 1 8 B L O C K 3 - F I R E 4” G A T E V A L V E W / R E D U C E R - 1 . 5 ” D I A - P V C F I R E L I N .2 5 * V E R T . B E N D . 11 8” X 8 ” T E E \mm T i o G A T E V A I ST A : ? ? ? TO P : 5 1 0 7 . 2 3 8” - 1 1 . 2 5 * V E R T . B E N D . ST A : 1 5 + 0 2 . 7 3 TO P : 5 1 0 7 . 9 2 m8 X 6 T E E ST A : ? ? ? TO P : 5 1 0 7 . 2 5 OV E R L A N D T R 07 . 9 2 T O P : 5 ST A : 1 4 + 9 2 . 4 3 CH E C K E D B Y AR J DR A W N B Y AR J DE S I G N E D B Y WA T E R P L A N A N D P R O F I L E 11 / 2 5 / 2 4 Ge J R E NG I N E E R I N G DA T E 1" = 3 ‘ V- S C A L E PO L E S T A R V I L L A G E 1” = 3 0 ’ PR E P A R E D E O R H- S C A L E DA T E B Y R E V I S I O N N o . Ce n t e n n i a l 3 0 3 - 7 4 0 - 9 3 9 3 • C o l o r a d o S p r i n g s 7 1 9 - 5 9 3 - 2 5 9 3 Fo r t C o l l i n s 9 7 0 - 4 9 1 - 9 8 8 8 • ww w j r e n g i n e e r i n g . c o m UN T I L S U C H T I M E A S TH E S E D R A W I N G S A R E AP P R O V E D B Y T H E AP P R O P R I A T E R E V I E W I N G AG E N C I E S , J R E N G I N E E R I N G AP P R O V E S T H E I R U S E ON L Y F O R T H E P U R P O S E S DE S I G N A T E D B Y W R I T T E N AU T H O R I Z A T I O N . PO L E S T A R G A R D E N S , I N C PO B O X 2 7 1 5 8 2 FO R T C O L L I N S , C O 8 0 5 2 1 (8 0 8 ) 4 4 3 - 9 9 5 6 A W e s t r i a n C o m p a n y Know what's W O R C H A R D P L ME L E L A N E HO K U L A N E WP01 PROFILE - 2 STA 17+00.00 TO 21+40.63 17+00 CCP O.w Q a ,33.66 LF 8 PVC 19 T I H _1r I10T UJ —— 18” X 6” C 11ROSS : i i i ! 48.19 LF 1.5” 0 E: 3103532.95 PVC FIRELINE12n T t T l —u 8”—22.5* BEND —STA: 18+01.27 N: 1453883.99 E: 3103533.16 t =‘ —-------8”—22.5* BEND —--STA: 18+10.57 N: 1453892.59 --------F: 3103529.63 LSTA: 11+64.47 DN: 1453851.20 5120- 5115 I C 111eL 3 — - 9 4 J 5A10J 14 6A oN)a 15 I 7 ( J11m STA: 19+38.95 16 8 5 L-A X12 ▲A /LL — STORM CROSSING— STA: 19+13.99 17 3 000I18 19+00 18+00 ++o ++ 38.61 LF 1.5” 0 PVC FIRELINE UJ ff “d 41.31 LF 1.5” 0 PVC FIRELINE I o o N \\ r - I N \\ + I i 1 T T T I i STORM CROSSING I! r - i E © W - 8”-11.25* BENDL STA: 17+21.75A N: 1453805.64 E: 3103542.60 _ IT 4 = - = I •- E l H 1 20+00 ++ ▼ 4 — •6 51 25- 13 J 14 L £ T 4 20 1 ORCHARD PL y SPT PTUS UW PLUM ST W I J(Do \\es6 & ELIZABETH ST $ 2 0-E I® 1 () 2 V)3 6। [0 T mimi 2 \~T~l o%o 21 + 41 21+00 ++I NOTES:4 i• 050 3.I 4. _____N: 1454219.39 5.: 3103530.70 6. 1 5 <0 —E 9. REFERS TO SIZE OF TAP AFTER METER FOR SERVICE15. CW LINES 5’ + DOWN STREAM OF METER. SERVICE CROSSES UNDER16. WHEN A WATER MAIN OR DEVELOPMENT CONSTRUCTIONSTORMWATER 5125 5120 WASTEWATER, STANDARDS. 8” GATE VALVE STA: 21+37.37 WASTEWATER/STORMWATER/OTHER NON-POTABLE SYSTEM THE WATER MAIN OR SERVICE MUST BE WRAPPED WITH BUTYL ADHESIVE TAPE AT ALL JOINTS, MATERIAL AND FITTINGS WITHIN 10 FEET OF THE CROSSING AS REQUIRED BY THE FCU WATER, below. Call before you dig. 7. 8. 1. 2. 8” X 8” TEE STA: 15+55.18 N: 1454222.21 E: 3103530.71 SEE SHEET 1 FOR BENCHMARK. SEE SHEET 4 FOR LEGEND. SEE SANITARY SEWER PLANS FOR ALL SANITARY AND WATERLINE CROSSING INFORMATION. SEE STORM SEWER PLANS FOR ADDITIONAL UTILITY CROSSING INFORMATION. ALL PVC WATER PIPE 12” DIAMETER OR LESS SHALL BE AWWA C-900 AND HAVE A MINIMUM WORKING PRESSURE OF 150 PSI. FOR ALL WATER CROSSINGS UNDER STORM SEWER LARGER THAN 18” AND FOR ALL WATERMAINS OR SERVICES LESS THAN 4’ DEEP, A 3” DOW INSULATION BOARD SHALL BE INSTALLED ABOVE THE WATER MAIN/SERVICE TO PROTECT FROM FREEZING. ALL WATER MAINS TO HAVE AT LEAST 18-INCHES OF VERTICAL CLEARANCE FROM SANITARY SEWER MAINS & STORM SEWER. WATER SERVICE LINES SHALL HAVE A MINIMUM OF 12-INCHES OF VERTICAL CLEARANCE FROM SANITARY MAINS AND STORM SEWER. ALL STATIONING IS PIPE CENTERLINE UNLESS OTHERWISE NOTED. ALL FIRE HYDRANT LATERALS SHALL BE FULLY RESTRAINED PVC C900. ALL PIPE SHALL HAVE A MINIMUM COVER OF 4-6”. KEY MAP SCALE: NTS 17. CONTRACTOR TO INSTALL TRAFFIC RATED CURB STOPS WHEN THE CURB STOP IS SHOWN ON THE PAVEMENT. a 10. FIELD VERIFY THE LOCATION AND ELEVATION AT ALL EXISTING WATERLINE TIE-IN CONNECTIONS. 11. ALL WATER SERVICES SHALL BE 34" TYPE K COPPER, UNLESS NOTED OTHERWISE. VERIFY WITH MEP. 12. ALL 34" WATER SERVICES WILL BE INTERNALLY METERED. 13. SEE WATER METER DETAILS SHEET 79. 14. CONTRACTOR TO VERIFY WITH MEP ENGINEER FOR FIRE SERVICE SIZING AND FOR ALL DOMESTIC TAPS. ALL FIRES SERVICES NEED 4” GATE VALVE W/ APPROPRIATE REDUCER. O C) 4 I Q90000988C C 2002090800908 O T E 53.79 LF 8” PVC @ 0.00% I 2.48 LF 8” PVC @ 100.00% V 91.00 LF 8” PVC © 0.00% 9.30 LF 8” PVC @ 0.00% 2.41 LF 8” PVC @ 100.00% 17.87 LF 8” PVC @ 0.00% 5100 17+00 STA: 17+58.39 8” RCP SAN B.O.P.: 5104.46 8” PVC WTR T.O.P.: 5102.95 CLEARANCE: 1.51’ I I I I I 2 m I 2.82 LF 8” PVC @ 0.00% 5105 5.00 LF 8” PVC @ 0.00% 13.22 LF 8” PVC @ 0.00% 22.43 LF 8” PVC @ 0.81% 3.85 LF 8” PVC @ 100.00% 5105 33.66 LF 8” PVC @ 0.74% PROPOSED GRADE @ C EXISTING GRADE @ £ 10.00 LF 8” PVC @ 3.27%127.15 LF 8” PVC @ 2.32% 15 0 30 6030 5100 21+00 21+4120+001 ENGINEER'S STATEMENT eminifyJR O2% 44.97 LF 8” PVC @ 0.00% JJ ■ tJOSEPH MAI S/ONALC0033 FOR AND ON BEHALF OF JR ENGINEERING, LLC PREPARED ENGINEERIN 4.92 LF 8” PVC @ 0.00% 2.00 LF 8” PVC @ 0.00% 2.41 LF 8” PVC @ 100.00% 2.82 LF 8” PVC @ 0.00% STA: 19+39.06 30” RCP STM B.O.P.: 5105.29 8” PVC WTR T.O.P.: 5103.28 CLEARANCE: 2.01’ 19+00 STA: 19+14.09 24” RCP STM B.O.P.: 5106.06 8” PVC WTR T.O.P.: 5103.28 CLEARANCE: 2.78’ HORIZONTAL ORIGINAL SCALE: 1” = 30’ VERTICAL ORIGINAL SCALE: 1” = 3’ PRELJAIONLANRY [NOTT FOR 3399 2:• 4CONSTRUGTION.DATE COLORADO P.E.--------------------------------------------------------------------------- .......................... >004 H(e 1 © SHEET 39 OF 80 39797.01JOB NO. 8”-22.5* BEND STA: 17+61.25. N:1453843.97X E: 3103533.07 I A A T i__ _ _ - । I \ । । \ ’ \ \ \ \ \ \ \ \ 8” - 4 5 * B E N D IA - P V C F I R E L I N E I CK 3 - F I R E W/ R E D U C E R - 1 . 5 ” D I SE E S H E E T 3 8 8” X 6 ” C R O S S ST A : 1 7 + 6 4 . 0 7 TO P : 5 1 0 2 . 9 5 8” - 4 5 * B E N D ST A : 1 7 + 6 6 . 4 8 TO P : 5 1 0 5 . 3 6 - 45 * V E R T . B E N D I I ST A : 1 7 + 3 5 . 7 7 T. O . P : 5 1 0 6 . 8 7 7 : 17 + 4 4 . 1 8 : 5 1 0 6 . 8 0 1/ I I OV E R L A N D T R ' 8” TO P : 5 1 B . § > - . . 8 EN D TO P : 51 0 3 . 2 8 8. 9 5 ST A : 1 9 + 4 ER T , B E N D | TO P : 5 1 0 3 . 2 8 ST A : 1 9 + 0 3 . 9 8 8” - 4 5 * V E R T . B E N D I |TO P : 5 1 0 5 . 6 9 ST A : 1 9 + 0 1 . 5 7 =P e r C d Ar A c l 18 " — 4 5 ° V E R T . B E N D 4” G A T E V A L V E W / R E D U C E R - 1 . 5 ” D I A - P V C F I R E L I N E FI R E I I / I I I , 1 I LO T S 1 0 - 1 4 B L O C K 4 - 4" G A T E V A L V E W / R E D U C E R - 1 . 5 ” D I A P V C - F I R E L I N E I I I I I I I I I I I I I I LO T S 3 - 8 B L O C K 3 - F I R E I I TO P : 5 1 0 5 . 6 9 ST A : 1 8 + 1 0 . 5 7 / 8” - 2 2 . 5 * B l I P: 5 1 0 5 . 6 9 TO P: 5 1 0 5 . 6 9 T O I ST A : 1 7 + 8 3 . 4 0 ©1 . 8 7 * VE R T . DE F L E C T I O N 05 . 3 5 5 4 1. 8 7 * V E R T . D E F L E C T I O N ( TO P : TO P : TO P : EN D ST A : 1 8 + 1 9 . 0 5 T. O . P : 5 1 0 5 . 6 9 ST A : 1 8 + 1 7 . 0 5 T. O . P : 5 1 0 5 . 6 9 51 0 5 . 3 6 51 0 5 . 3 5 ST A : 1 9 + 5 1 . 4 4 TO P : 5 1 0 5 . 7 6 ST A : 1 7 + 7 3 . 4 0 TO P : 5 1 0 5 . 3 6 7 I I 8” - 2 2 . 5 * BE N ST A : 1 8 + 0 1 . 2 7 1. 3 3 * ST A C / / II £III —I CD LO T S 1 0 - 1 1 B L ( 4” G A T E V A L V E 8” - 1 1 . 2 5 * B E N D ST A : 1 7 + 2 1 . 7 5 TO P : 5 1 0 6 . 9 8 8” - 4 5 * V E R T . B E N ST A : 1 7 + 4 8 . 0 3 TO P : 5 1 0 2 . 9 5 \ 05 . 7 6 .2 2 \ NO EF L E C T I 10 . V \ \ \ 8” - 2 2 . 5 * B E N D ST A : 1 7 + 6 1 . 2 5 TO P : 5 1 0 2 . 9 5 cn in CD -DE F L E C T I O N 3° V E R T . I ST A : 2 1 + 3 2 . 3 7 TO P : 5 1 0 8 . 7 2 8” X 8 ’ ’ T E E ST A : 2 1 + 4 0 . 1 9 TO P : 5 1 0 8 . 7 2 8” G A T E V A L V E ST A : 2 1 + 3 7 . 3 7 TO P : 5 1 0 8 . 7 2 I I | CH E C K E D B Y AR J DR A W N B Y AR J DE S I G N E D B Y WA T E R P L A N A N D P R O F I L E 11 / 2 5 / 2 4 Ge J R E N G I N E E R I N G DA T E 1” = 3 ’ V- S C A L E PO L E S T A R V I L L A G E 1” = 3 0 ’ H- S C A L E PR E P A R E D F O R DA T E B Y RE V I S I O N N o . Ce n t e n n i a l 3 0 3 - 7 4 0 - 9 3 9 3 • C o l o r a d o S p r i n g s 7 1 9 - 5 9 3 - 2 5 9 3 Fo r t C o l l i n s 9 7 0 - 4 9 1 - 9 8 8 8 • ww w j r e n g i n e e r i n g . c o m UN T I L S U C H T I M E A S TH E S E D R A W I N G S A R E AP P R O V E D B Y T H E AP P R O P R I A T E R E V I E W I N G AG E N C I E S , J R E N G I N E E R I N G AP P R O V E S T H E I R U S E ON L Y F O R T H E P U R P O S E S DE S I G N A T E D B Y W R I T T E N AU T H O R I Z A T I O N . PO L E S T A R G A R D E N S , I N C PO B O X 2 7 1 5 8 2 FO R T C O L L I N S , C O 8 0 5 2 1 (8 0 8 ) 4 4 3 - 9 9 5 6 Know what's A C HAPPY HEART WAY PONO WAY W. P L U M S T WP03 PROFILE WP02 PROFILE STA 10+00.00 TO 15+72.27 14+00 15+00 + ++1C© © T •EE o0c2000 2 oo. -----9 9 9 77.90 LF 1.5” 0 PVC FIRE LINELi N 77.76 LF 1.5” 0 PVC FIRE LINEI000000000o oooannnnnnonnon d NE 42 41 |\ ( LL — L— — —LL \ a - T—481.IIIII I ■1। i । । । । । । । । । । । । । । । 1 L I I I । ! । T i — 77.83 LF 1.5” 0 PVC FIRE L +46 47—1 +44© It43—I45— 40 Q.O *) 00000000000 (1LH 12222322 k 109.42 LF 4” 0 PVC FIRE LINE 6” GATE VALVE___ o I l | Q — — - <1 < 8”—90* BEND W/ 6” REDUCER STA: 10+36.83 N: 1453181.15 E: 3104092.11 STA: 15+62.94 N: 1453181.15 E: 3104094.61 i i i i i i i i i i $ % I----- i P- iS T T A 3 3 3 3 351_IP?d IL 1 1 1 I I J I I I I r i i i i j J- 2T TT I I I T 11 । I Ld O Q. iT5 •l KEY MAP SCALE: NTS NOTES: 3. 4. 5. A 3” DOW INSULATION BOARD SHALL BE INSTALLEDDEEP, 6. 9. 15. CW REFERS TO SIZE OF TAP AFTER METER FOR SERVICE LINES 5’ + DOWN STREAM OF METER. 16. WHEN A WATER MAIN OR SERVICE CROSSES UNDER STORMWATER DEVELOPMENT CONSTRUCTION ® I 30 15 0 30 60 ENGINEER'S STATEMENT JR .. JOSEPH MAI S/ONALCFOR AND ON BEHALF OF JR ENGINEERING, LLC PREPARED ENGINEERIN WASTEWATER, STANDARDS. WASTEWATER/STORMWATER/OTHER NON-POTABLE SYSTEM THE WATER MAIN OR SERVICE MUST BE WRAPPED WITH BUTYL ADHESIVE TAPE AT ALL JOINTS, MATERIAL AND FITTINGS WITHIN 10 FEET OF THE CROSSING AS REQUIRED BY THE FCU WATER, 7. 8. 1. 2. below. Call before you dig. SEE SHEET 1 FOR BENCHMARK. SEE SHEET 4 FOR LEGEND. SEE SANITARY SEWER PLANS FOR ALL SANITARY AND WATERLINE CROSSING INFORMATION. SEE STORM SEWER PLANS FOR ADDITIONAL UTILITY CROSSING INFORMATION. ALL PVC WATER PIPE 12” DIAMETER OR LESS SHALL BE AWWA C-900 AND HAVE A MINIMUM WORKING PRESSURE OF 150 PSI. FOR ALL WATER CROSSINGS UNDER STORM SEWER LARGER THAN 18” AND FOR ALL WATERMAINS OR SERVICES LESS THAN 4’ ABOVE THE WATER MAIN/SERVICE TO PROTECT FROM FREEZING. ALL WATER MAINS TO HAVE AT LEAST 18-INCHES OF VERTICAL CLEARANCE FROM SANITARY SEWER MAINS & STORM SEWER. WATER SERVICE LINES SHALL HAVE A MINIMUM OF 12-INCHES OF VERTICAL CLEARANCE FROM SANITARY MAINS AND STORM SEWER. ALL STATIONING IS PIPE CENTERLINE UNLESS OTHERWISE NOTED. ALL FIRE HYDRANT LATERALS SHALL BE FULLY RESTRAINED PVC C900. ALL PIPE SHALL HAVE A MINIMUM COVER OF 4-6”. 17. CONTRACTOR TO INSTALL TRAFFIC RATED CURB STOPS WHEN THE CURB STOP IS SHOWN ON THE PAVEMENT. 10. FIELD VERIFY THE LOCATION AND ELEVATION AT ALL EXISTING WATERLINE TIE-IN CONNECTIONS. 11. ALL WATER SERVICES SHALL BE 34" TYPE K COPPER, UNLESS NOTED OTHERWISE. VERIFY WITH MEP. 12. ALL 34" WATER SERVICES WILL BE INTERNALLY METERED. 13. SEE WATER METER DETAILS SHEET 79. 14. CONTRACTOR TO VERIFY WITH MEP ENGINEER FOR FIRE SERVICE SIZING AND FOR ALL DOMESTIC TAPS. ALL FIRES SERVICES NEED 4” GATE VALVE W/ APPROPRIATE REDUCER. PRELDMINJ/ARY NOT F©^ HORIZONTAL ORIGINAL SCALE: 1” = 30’ VERTICAL ORIGINAL SCALE: 1” = 3’ COINSTRUCTIOIN.DATE COLORADO P.E.33399-------------------9/** (6 811 P BEHALOR7-\ 01 53399 5 PROPOSED GRADE @ C EXISTING GRADE @ £ - 6” GATE VALVE STA: 12+12.12 N: 1453529.48 E: 3104092.20 I i i i T PVC @ 0.78%O 330.68 LF 6” 0 lli 10+00 II II IIIII B PT4D ELIZABETH ST I 1 703 A ▲W —N 10+00 T ik t r 11 35 I i I I©in — 42.03 LF 2.5” 0 DIP FIRE LINE341J |TRACT111 — L - / 5120 । । । । + i F.H. ASS’Y STA: 10+01.00 N: 1453740.59 E: 3104092.25 I 1 1 l l l r III i in / F.H. ASS’Y STA: 15+71.72 N: 1453181.15 E: 3104103.39 I PL £ -PLUM ST 7A T WI ▲IiII Ii। -- m-----I ~_l.- MM---------------- IF —I-------M 1 I IJJI____ I._1 12+00 ( 6" GATE VALVE- STA: 12+17.12 = "N: 1453524.47 — LE: 3104092.20 — T _ __k 13+00 1 1 1------ 1 1 1 *4J (J1i i 11+00++© 000 ?9 I00 0 1 I I I SSI ______J 6” GATE VALVE STA: 10+08.50 N: 1453733.09 E: 3104092.25 2.50 LF 6” PVC @ 0.23% LF 6” PVC @ 0.28%10.31 U5100 5095 10+00 11+00 12+00 13+00 STA: 12+04.61 8” PVC SAN T.O.P.: 5100.50 6” PVC WATER B.O.P.: 5105.60 CLEARANCE: 5.10’ 36 203.62 LF 6” PVC @ 0.36%2.33 LF 6” PVC @ 19.89% 2.50 LF 6” PVC @ 0.40%— 8.78 LF 6” PVC @ 0.00% 5105 2.50 LF 6” PVC @ 0.00% 5100 PVC @ 0.00% 5105 5095 15+00 15+7214+00 7.50 LF 6 SHEET 40 OF 80 39797.01JOB NO. I 6 15 + 7 2 6 I 51 0 5 . 4 9 LO T 3 4 - BL O C K ST A : 1 0 + 1 4 . 2 1 4 G A T E V A L V E W / A - W/ E X T E R N A L M E T E R PV C ID CX I CD ID I D F. H . A S S ’ Y ST A : 1 5 + 7 1 . 7 2 1” S E R V I C E W / E X T E R N A L M E T E R LO T ' 4 8 - B L O C K 3 - S E R V I C E 1 / E W / R E D U C E R - 1 . 5 ” D I A P V C - F I R E L I N E LO T S 4 4 - 4 5 B L O C K 3 - F I R E LO T S 4 5 B L O C K 3 BL O C K 3 L O T 4 4 - 07 . 9 6 T . O . P : 5 .. . . . . . . . . . . i i LO T 4 3 - B L O C K 3 BL O C K 3 L O T 4 2 - 07 . 4 8 T . O . P : 5 8” X 6 ” C R O S S I I 12 + 1 4 . 6 2 51 0 6 . 2 2 51 0 6 . 2 1 51 0 6 . 2 1 3/ 4 ” S E R V I C E ST A : 1 4 + 3 4 . 8 4 T. O . P : 5 1 0 8 . 3 0 \ \ 3/ 4 ” S E R V I C E ST A : 1 3 + 9 0 . 7 7 6” G A T E V A L V E ST A : 1 5 + 6 2 . 9 4 TO P : 5 1 0 9 . 2 8 3/ 4 ” S E R V I C E ST A : 1 4 + 5 5 . 0 6 T. O . P : 5 1 0 8 . 4 6 3/ 4 ” S E R V I C E ST A : 1 3 + 7 0 . 5 5 T. O . P : 5 1 0 7 . 8 0 ST A : 1 5 + 4 7 . 1 8 T. O . P : 5 1 0 9 . 1 7 . ST A : 1 5 + 4 3 . 1 8 T. O . P : 5 1 0 9 . 1 4 4” G A T E V A L V ST A : 1 4 + 7 4 . 1 3 T. O . P : 5 1 0 8 . 6 1 ST A : TO P : TO P : TO P : LO T 4 1 - B L O C K 3 3/ 4 ” S E R V I C E ST A : 1 3 + 2 9 . 4 0 | LO T 4 8 - B L O C K 3 - F I R E 4” G A T E V A L V E W / 4 ” D I A - P V C F I R E L I N E LO T 4 7 - B L O C K 3 3/ 4 ” S E R V I C E ST A : 1 5 + 1 9 . 3 5 j T. O . P : 5 1 0 8 . 9 6 i i . i i i i l I i I I 4 I I L T BL O C K 3 - S E R V I C E ST A : 1 0 + 0 8 . 5 0 TO P : 5 1 0 5 . 4 6 O 00 + L L - B L O C K 3 ST A : 1 0 + 3 5 . 2 1 T. O . P : 5 1 0 5 . 5 6 \} + -- - - - - - W-- - - - - - - - FI R E L I N E °5 5 8 , of Si “s &8 OV E R L A N D T R " :1 1+ 2 8 . 0 0 \ P: 5 1 0 5 . 9 0 I I I I I \ \ 35 » c I TO P : 5 1 0 6 . 7 I I I TO P : 5 1 0 6 . 2 5 TO P : 5 1 0 6 . 2 0 ) LO T 3 6 - B L O C K 3 3/ 4 ” S E R V I C E ST A : 1 1 + 4 8 . 1 4 - T. O . P : 5 1 0 5 . 9 7 6” - 4 5 * B E N D ST A : 1 2 + 2 9 . 7 6 \ +I I 6” - 4 5 * B E N D ST A : 1 2 + 2 7 . 4 3 \ \I— 6” G A T E V A L V E ST A : 1 2 + 1 2 . 1 2 6” G A T E V A L V E ST A : 1 2 + 1 7 . 1 2 TO P : 5 1 0 6 . 2 2 | / / T. O . LI N E 4” G A T E V A L V E W / D U C E R - 1 . 5 ” D I A P V C - F l R E I RE L O T S 4 2 - 4 3 B L O C K 3 - F I ST A : 1 5 + 6 0 . 4 4 1. 5 ’ 39 LO T 3 4 - T ID V \ \ \ \ \ ST A : 1 4 + 9 0 . 1 3 T. O . P : 5 1 0 8 . 7 3 LO T S 4 6 - 4 7 B L O C K 3 - F I R E 4” G A T E V A L V E W / R E D U C E R ST A : 1 3 + 6 1 . 5 5 T. O . P : 5 1 0 7 . 7 3 W/ 6 ” R E D U C E R ND 8 ” - 9 0 * B E I 08 . 8 0 O . P : 5 : 1 4 + 9 9 . 1 3 SE R V I C E 99 .O T 4 6 - BL O C K 3 - FI R E L I N E 1 . 5 ” D I A P V C 6” G A T E V A I IDID F. H . A S S Y ST A : 1 0 + 0 1 . 0 0 CH E C K E D B Y AR J DR A W N B Y AR J DE S I G N E D B Y WA T E R P L A N A N D P R O F I L E 11 / 2 5 / 2 4 Ge ) J R E N G I N E E R I N G DA T E 1" = 3 ‘ V- S C A L E PO L E S T A R V I L L A G E 1” = 3 0 ’ PR E P A R E D E O R H- S C A L E DA T E B Y R E V I S I O N N o . Ce n t e n n i a l 3 0 3 - 7 4 0 - 9 3 9 3 • C o l o r a d o S p r i n g s 7 1 9 - 5 9 3 - 2 5 9 3 Fo r t C o l l i n s 9 7 0 - 4 9 1 - 9 8 8 8 • ww w j r e n g i n e e r i n g . c o m UN T I L S U C H T I M E A S TH E S E D R A W I N G S A R E AP P R O V E D B Y T H E AP P R O P R I A T E R E V I E W I N G AG E N C I E S , J R E N G I N E E R I N G AP P R O V E S T H E I R U S E ON L Y F O R T H E P U R P O S E S DE S I G N A T E D B Y W R I T T E N AU T H O R I Z A T I O N . PO L E S T A R G A R D E N S , I N C PO B O X 2 7 1 5 8 2 FO R T C O L L I N S , C O 8 0 5 2 1 (8 0 8 ) 4 4 3 - 9 9 5 6 A W e s t r i a n C o m p a n y Know what's OHAN A CIRC L E W. P L U M S T WP04 PROFILE STA 10+00.00 TO 17+49.16 — ELIZABETH ST a n mmI AM NOTES: 3. 4. 5. 6. 9. 15. CW REFERS TO SIZE OF TAP AFTER METER FOR SERVICE LINES 5’ + DOWN STREAM OF METER. 16. WHEN A WATER MAIN OR SERVICE CROSSES UNDER STORMWATER DEVELOPMENT CONSTRUCTION 5125 WASTEWATER, STANDARDS. WASTEWATER/STORMWATER/OTHER NON-POTABLE SYSTEM THE WATER MAIN OR SERVICE MUST BE WRAPPED WITH BUTYL ADHESIVE TAPE AT ALL JOINTS, MATERIAL AND FITTINGS WITHIN 10 FEET OF THE CROSSING AS REQUIRED BY THE FCU WATER, 7. 8. 1. 2. SEE SHEET 1 FOR BENCHMARK. SEE SHEET 4 FOR LEGEND. SEE SANITARY SEWER PLANS FOR ALL SANITARY AND WATERLINE CROSSING INFORMATION. SEE STORM SEWER PLANS FOR ADDITIONAL UTILITY CROSSING INFORMATION. ALL PVC WATER PIPE 12” DIAMETER OR LESS SHALL BE AWWA C-900 AND HAVE A MINIMUM WORKING PRESSURE OF 150 PSI. FOR ALL WATER CROSSINGS UNDER STORM SEWER LARGER THAN 18” AND FOR ALL WATERMAINS OR SERVICES LESS THAN 4’ DEEP, A 3” DOW INSULATION BOARD SHALL BE INSTALLED ABOVE THE WATER MAIN/SERVICE TO PROTECT FROM FREEZING. ALL WATER MAINS TO HAVE AT LEAST 18-INCHES OF VERTICAL CLEARANCE FROM SANITARY SEWER MAINS & STORM SEWER. WATER SERVICE LINES SHALL HAVE A MINIMUM OF 12-INCHES OF VERTICAL CLEARANCE FROM SANITARY MAINS AND STORM SEWER. ALL STATIONING IS PIPE CENTERLINE UNLESS OTHERWISE NOTED. ALL FIRE HYDRANT LATERALS SHALL BE FULLY RESTRAINED PVC C900. ALL PIPE SHALL HAVE A MINIMUM COVER OF 4-6”. 17. CONTRACTOR TO INSTALL TRAFFIC RATED CURB STOPS WHEN THE CURB STOP IS SHOWN ON THE PAVEMENT. KEY MAP SCALE: NTS 10. FIELD VERIFY THE LOCATION AND ELEVATION AT ALL EXISTING WATERLINE TIE-IN CONNECTIONS. 11. ALL WATER SERVICES SHALL BE 34" TYPE K COPPER, UNLESS NOTED OTHERWISE. VERIFY WITH MEP. 12. ALL 34" WATER SERVICES WILL BE INTERNALLY METERED. 13. SEE WATER METER DETAILS SHEET 79. 14. CONTRACTOR TO VERIFY WITH MEP ENGINEER FOR FIRE SERVICE SIZING AND FOR ALL DOMESTIC TAPS. ALL FIRES SERVICES NEED 4” GATE VALVE W/ APPROPRIATE REDUCER. 21.53 LF 8” PVC @ 0.20% 2.50 LF 8” PVC @ 0.20% I ORCHARD PL [y pT4D it it T -PLUM ST 4r AU K.5 I 12+00 STA: 11+77.83 6” SAN T.O.P.:51O9.24 CLEARANCE: 1.90’ 79.02 LF 8” PVC @ 0.73% O 5115 110 ^1.90 LF 8” PVC @10.82 LF 8” PVC @ 0.73%1.62%i 9.01 LF 8” PVC @ 0.73% 30 15 0 30 60 ® 5105 (HORIZONTAL |»= 30’ 5.02 LF 8” PVC @ 0.00%ORIGINAL SCALE: 1” = 3’I 2.50 LF 8” PVC @ 0.00% ENGINEER'S STATEMENT JR 11+00 10+C ___ JOSEPH MAI S/ONALCFOR AND ON BEHALF OF JR ENGINEERING, LLC PREPARED ENGINEERIN below. Call before you dig. ORIGINAL SCALE: 1 VERTICAL STA: 10+50.87 6” SAN T.O.P.: 5107.83 CLEARANCE: 1.50’ PRELDMINJLARY NOT FOR COINSTRUCTIOIN.DATE COLORADO P.E.33399------------9/** (6 811 P BEHALOR RRT7-O \ 01 53399 5 SHEET 41 OF 80 39797.01JOB NO. 10 . 4 6 G0+ 7 4 . 4 9 BE N D 8” - 4 5 , I I L IT. O . P : 5 1 1 ST A : 1 2 + 7 9 . 5 5 o ( C o : T. 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P : 5 1 0 8 . 4 2 \ ; Q • LO T 1 9 - B L O C K 3 3/ 4 ” S E R V I C E ST A : 1 6 + 2 8 . 6 8 T. O . P : 5 1 0 9 . 5 5 9/ co b 9 • — c o c o \ -VA\ \ W < \ W N WA\\ Ul * * CD C D O C CD I I QU OF C LO T 3 2 - B L O C K 3 3/ 4 ” S E R V I C E ST A : 1 4 + 2 7 . 8 9 A 8 a ° & sm : E . oo c n z u j O. P : 5 1 1 0 . 3 5 | 8” — 4 5 ’ B E N D W/ 1 . 0 6 ’ V E R T . D E F L E C T I O N XV \A \ A WV / — C D + ' ' / de P 0 0 O < . ( ( 9 ) O O o / ii o . co o + m O4 0 ) r- s -i m > > c n “ + Q . V 6 • * s LO CM m z c n c o GJ “ > r p co oin CM .. o o V L CD m oo CM m co • • Ol E i 19 9 18 0 I oSR < Q Q o e 0 — L P —4 . . X O U I GJ G J — C D N O + C O + G J U J ! ‘ 00 G J $ 6 O 0 0 c o ~ CD in i o .. 0 0 ! 3i~O o 2 88 oS . IG D G o@ 9 e. Q. O O AA _ 1 88 3 * — U l + 0 0 !2 0 0 0 &E 2 l ” 88 6 Ul L G J GJ O + 0 0 Oo ! 09 6 O- 0 - o . CD CD O ) io + 9 . • — t n n X 2 ° gi n oo c n z i i j L. e • * i- T m o o + — OO « r I m oo — m m m o CD in co -h 2- 3 3 .1 y s 1 h oo s c n z u j o o o oo - m P o o UJ — EO S E O O) I ‘o o — G& — 0 CD G J I X > “ c o + w CD c n O ) m ‘E CD CO C D C 88 . o V \ A o U l - GJ G J — ! —— I m 18 C o o m o i n p I + CM CM ' m - oo m \ S I I I N mz 0 0 •• • • — 1 * (O NO R OO C D . <000 . 0 Uo t r 1— O C D 0 0 . + 0 0 0 0 \ \ i AV ST A : 1 6 + 3 3 . 6 8 T. O . P : 5 1 0 9 . 4 6 I I I LO T 2 0 - B L O C K 3 3/ 4 ” S E R V I C E 7 8” — 4 5 * B E N D T ST A : 1 3 + 2 4 . 5 1 TO P : 5 1 1 2 . 4 0 TI I । // P: 5 1 1 2 . 4 0 T O I ST A : 1 2 + 4 8 . 8 5 2° V E R T . D E F L E C T I O N 0. TO P : 5 1 1 ST A : 1 2 + 6 1 . 9 2 ST A : 1 1 + 9 7 . 8 3 T. O . P : 5 1 1 2 . 0 3 LO T 3 6 - B L O C K 3 - S E R V I C E 1. 5 ” S E R V I C E W / E X T E R N A L M E T E R LO T 3 6 - B L O C K 3 - F I R E 4" G A T E V A L V E W / R E D U C E R - 2 . 3/ 4 ” S E R V I C E LO T 3 0 ' - B L O C K 3 ST A : 1 3 + 8 3 . 7 4 T. O . P : 5 1 1 1 . 8 8 32 T. O . P : 5 1 1 1 . 1 5 ST A : 1 4 + 6 8 . 3 2 I I I ST A : 1 5 + 7 0 . 8 6 T. O . P : 5 1 1 1 . 0 7 LO T 3 3 - B L O C K 3 3/ 4 ” S E R V I C E LO T 3 4 - B L O C K 3 3/ 4 ” S E R V I C E 0. 5 0 * V E R T . D E F L E C T I TO P : 5 1 1 0 . 4 5 ST A : 1 5 + 8 0 . 0 8 ST A : 1 5 + 4 9 . 5 1 TO P : 5 1 1 0 . 4 5 1 8” — 4 5 * B E N D 3/ 4 ” S E R V I C E LO T 1 3 - B L O C K 3 —T. O . P : 5 1 0 9 . 4 1 ST A : 1 6 + 3 6 . 1 8 LO T 1 4 - B L O C K 3 3/ 4 ” S E R V I C E ST A : 1 5 + 9 5 . 6 0 A - -- - - - - T. O . P : 5 1 1 0 . 1 6 1 OV E R L A N D T R 5 D I A P V C F I R E L I N E 10 . 8 8 T . O . P : 5 I FI R E L I N E 2. 5 ” D I A - P V C LO T 3 8 - B L O C K 3 - F I R E I ii ST A : 1 1 + 5 0 . 0 0 TO P : 5 1 1 1 . 6 8 ST A : 1 T. O . P : I I ST A : 1 1 + 3 8 . 7 5 T. O . P : 5 1 1 1 . 5 0 ST A : 1 1 + 4 3 . 6 3 T. O . P : 5 1 1 1 . 5 8 II I 1 I I I ST A : 1 1 + 3 3 . 7 5 T. O . P : 5 1 1 1 . 4 2 I I I I I | LO T 2 6 - B L O C K 3 3/ 4 ” S E R V I C E - 1 ” C W LO T 3 8 - B L O C K 3 - S E R I V I C E 1” S E R V I C E W / E X T E R N A L M E T E R - 1 . 5 ” C W LO T 2 7 - B L O C K 3 3/ 4 ” S E R V I C E ST A : 1 1 + 0 0 . 4 9 LO T 3 7 - B L O C K 3 - S E R V I C E 1 3/ 4 ” S E R V I C E - 1” C W Ul [ FL E C T I O N / ST A : 1 0 + 0 8 . 1 0 TO P : 5 1 0 9 . 3 8 , ST A : 1 0 + 6 0 . 8 7 T. O . P : 5 1 1 0 . 2 4 | 0. 9 3 * V E R T . D E 8” G A T E V A L V E ST A : 1 0 + 0 3 . 0 8 TO P : 5 1 0 9 . 3 8 O CX I 8” X 8 ” T E E ST A : 1 0 + 0 0 . 5 8 TO P : 5 1 0 9 . 3 8 66 28 - B L O C K 3 ’ S E R V I C E .5 1 * V E R T . D E F L E C T I O I D / I I I / I 1. 9 5 T. O . P : 5 1 ST A : 1 1 + 8 7 . 8 3 8’ * — 2 2 . 5 * B E N D ST A : 1 1 + 6 9 . 8 3 TO P : 5 1 1 1 . 8 2 8” - 1 1 . 2 5 * B E N ST A : 1 1 + 6 0 . 8 2 TO P : 5 1 1 1 . 7 6 CH E C K E D B Y AR J DR A W N B Y AR J DE S I G N E D B Y WA T E R P L A N A N D P R O F I L E 11 / 2 5 / 2 4 Ge ) J R E N G I N E E R I N G DA T E 1" = 3 ‘ V- S C A L E PO L E S T A R V I L L A G E 1” = 3 0 ’ PR E P A R E D E O R H- S C A L E DA T E B Y R E V I S I O N N o . Ce n t e n n i a l 3 0 3 - 7 4 0 - 9 3 9 3 • C o l o r a d o S p r i n g s 7 1 9 - 5 9 3 - 2 5 9 3 Fo r t C o l l i n s 9 7 0 - 4 9 1 - 9 8 8 8 • ww w j r e n g i n e e r i n g . c o m UN T I L S U C H T I M E A S TH E S E D R A W I N G S A R E AP P R O V E D B Y T H E AP P R O P R I A T E R E V I E W I N G AG E N C I E S , J R E N G I N E E R I N G AP P R O V E S T H E I R U S E ON L Y F O R T H E P U R P O S E S DE S I G N A T E D B Y W R I T T E N AU T H O R I Z A T I O N . PO L E S T A R G A R D E N S , I N C PO B O X 2 7 1 5 8 2 FO R T C O L L I N S , C O 8 0 5 2 1 (8 0 8 ) 4 4 3 - 9 9 5 6 A W e s t r i a n C o m p a n y Know what's MELE LANEHOKU LANE W. P L U M S T WP05 PROFILE STA 10+00.00 TO 13+91.49 13+9113+00 co / L o in 5.23 LF 6” PVC @ 0.00% r 5105 m m n n cri cri o o in in B ——T Y12+00 8” X 6” CROSS STA: 11+64.47 N: 1453851.20 E: 3103532.95 \ \ -IO00 5222 O 29.11 LF 6" PVC @ / 0.00%/ STA: 11 + 85.88 24” RCP STORM B.O.P.: 5107.03 6” PVC WTR T.O.P.: 5105.36 CLEARANCE: 1.67’ EXISTING GRADE @ £ STA: 12+26.13 4” SAN PVC B.O.P.: 5106.45 CLEARANCE: 1.10’ STA: 12+31.13 4” SAN PVC B.O.P.: 5106.45 CLEARANCE: 1.10’ TRACT B 9958.77 LF 1.5’ 0 FIRELINE T T a E O 7 6.& 11+00 4 LL 11 - L 10+00 |o4 E:3 03368.73 I______ IT HH 9 10 Q/s I i । 6” GATE VALVE STA: 10+07.75 N: 1453851.24 , E: 3103376.22 56.05 LF 1.5” 0 PVC FIRELINE 4F.H. ASS’Y STA: 10+00.25 N: 1453851.24 in CM Lu 0 18.00 LF 6” PVC @ 0.00% STA: 13+67.30 4” SAN PVC T.O.P.: 5106.35 CLEARANCE: 1.00’ 5125 5120 STA: 13+63.01 STA: 13+29.97 4” SAN PVC B.O.P.: 5106.52 CLEARANCE: 1.17’ STA: 13+34.97 4” SAN PVC B.O.P.: 5106.50 CLEARANCE: 1.14’ | F.H. ASS’Y — I I F I I STA: 13+90.99 N: 1453851.14 E: 3103759.47 I 6” GATE VALVE STA: 13+85.76 N: 1453851.14 E: 3103754.24 I I 58.77 LF 1.5 0 FIRELINE | 13+91 \7 \-------- T lk \ \ 1211 I I । 17+00\ -\ X X \ I I — — \ \ \ \ \ M V \ I \ \ \ —•- \ . \ \ \ \ \ \ \ \ y V WX N X 6” GATE VALVE STA: 11+62.17) N: 1453851.20 . E: 3103530.65\ 8” GATE VALVE STA: 11+66.77. N: 1453851.19 V \ X WW E: 3103535.278 a 1I । ZE— — I 10 12II 11 I I i 138.79 LF 6” PVC @ 1.83% T l 13.81 LF 6” PVC @ 0.00% 1.17 LF 6” PVC @ 0.00% 2.30 LF 6” PVC @ 0.01% 2.30 LF 6” PVC @ 0.01% STA: 11+02.66 4” SAN PVC B.O.P.: 5105.97 CLEARANCE: 1.44’ STA: 10+98.38 . 4” SAN PVC T.O.P.: 5105.99— CLEARANCE: 1.50’ 11+00 1.83 LF 6” PVC @ 100.00% i I I STA: 10+37.50 4” SAN PVC T.O.P.: 5106.23— CLEARANCE: 2.37’ 0+65.08 I .91’CLEARANCE: 5100 10+00 5105- STA: STA: 10+69.83 4” SAN PVC T.O.P.: 5106.10 STA: 10+32.50 4” SAN PVC T.O.P.: 5106.25 CLEARANCE: 2.44’ 4” SAN PVC T.O.P.: 5106.12— CLEARANCE: 1.98’ STA: 12+92.02 4” SAN PVC B.O.P.: 5106.72 CLEARANCE: 1.37’ 4 /// ///23 I —- — — — 13 14 1715 18 ] oYo T _O-& E “of * 5105.89%+ ______I I - EE 19 2120 22 । । । । । । । । । ।। । । । 13+00 ---- ---- (4) H _I 16 * 7.50 LF 6” PVC @ 1.81% 5110 -170.71 LF 6” PVC @ 0.00% 5115 PROPOSED GRADE @ € 4” SAN PVC B.O.P.: 5106.35 CLEARANCE: 1.00’ STA: 12+62.46 4” SAN PVC B.O.P.: 5106.88 CLEARANCE: 1.53’ STA: 12+57.42 4” SAN PVC B.O.P.: 5106.93 CLEARANCE: 1.58’ [0 I I I I I I I I o,0 I I I I I I I I ▲ •• Ima mmI A NOTES: 3. 4. 5. 6. 9. 15. CW REFERS TO SIZE OF TAP AFTER METER FOR SERVICE LINES 5’ + DOWN STREAM OF METER. 16. WHEN A WATER MAIN OR SERVICE CROSSES UNDER STORMWATER DEVELOPMENT CONSTRUCTION 30 15 0 30 60 HORIZONTAL»= 30’ORIGINAL SCALE: 1 WASTEWATER, STANDARDS. WASTEWATER/STORMWATER/OTHER NON-POTABLE SYSTEM THE WATER MAIN OR SERVICE MUST BE WRAPPED WITH BUTYL ADHESIVE TAPE AT ALL JOINTS, MATERIAL AND FITTINGS WITHIN 10 FEET OF THE CROSSING AS REQUIRED BY THE FCU WATER, 7. 8. 1. 2. SEE SHEET 1 FOR BENCHMARK. SEE SHEET 4 FOR LEGEND. SEE SANITARY SEWER PLANS FOR ALL SANITARY AND WATERLINE CROSSING INFORMATION. SEE STORM SEWER PLANS FOR ADDITIONAL UTILITY CROSSING INFORMATION. ALL PVC WATER PIPE 12” DIAMETER OR LESS SHALL BE AWWA C-900 AND HAVE A MINIMUM WORKING PRESSURE OF 150 PSI. FOR ALL WATER CROSSINGS UNDER STORM SEWER LARGER THAN 18” AND FOR ALL WATERMAINS OR SERVICES LESS THAN 4’ DEEP, A 3” DOW INSULATION BOARD SHALL BE INSTALLED ABOVE THE WATER MAIN/SERVICE TO PROTECT FROM FREEZING. ALL WATER MAINS TO HAVE AT LEAST 18-INCHES OF VERTICAL CLEARANCE FROM SANITARY SEWER MAINS & STORM SEWER. WATER SERVICE LINES SHALL HAVE A MINIMUM OF 12-INCHES OF VERTICAL CLEARANCE FROM SANITARY MAINS AND STORM SEWER. ALL STATIONING IS PIPE CENTERLINE UNLESS OTHERWISE NOTED. ALL FIRE HYDRANT LATERALS SHALL BE FULLY RESTRAINED PVC C900. ALL PIPE SHALL HAVE A MINIMUM COVER OF 4-6”. 17. CONTRACTOR TO INSTALL TRAFFIC RATED CURB STOPS WHEN THE CURB STOP IS SHOWN ON THE PAVEMENT. below. Call before you dig. KEY MAP SCALE: NTS 10. FIELD VERIFY THE LOCATION AND ELEVATION AT ALL EXISTING WATERLINE TIE-IN CONNECTIONS. 11. ALL WATER SERVICES SHALL BE 34" TYPE K COPPER, UNLESS NOTED OTHERWISE. VERIFY WITH MEP. 12. ALL 34" WATER SERVICES WILL BE INTERNALLY METERED. 13. SEE WATER METER DETAILS SHEET 79. 14. CONTRACTOR TO VERIFY WITH MEP ENGINEER FOR FIRE SERVICE SIZING AND FOR ALL DOMESTIC TAPS. ALL FIRES SERVICES NEED 4” GATE VALVE W/ APPROPRIATE REDUCER. VERTICAL ORIGINAL SCALE: 1” = 3’ 811O I I I | I H I T I I ait it it I J “a © ELIZABETH ST "0 w/ ORCHARD PL E T -PLUM ST ‘A 55g 87 5 6 () 4 ENGINEER'S STATEMENT RearerRAJR O2 3399 Q ..CONSTRUGTIOIN.DATGJOSEPH MAI S/ONALCCOLORADO P.E. 00033 FOR AND ON BEHALF OF JR ENGINEERING, LLC PREPARED ENGINEERIN Z X PRELDMINJ/AMRY [NOT FOR — 3 I I I I SHEET 42 OF 80 39797.01JOB NO. in LO T 2 2 - B L O C K 4 3/ 4 ” S E R V I C E ST A : 1 3 + 5 1 . 4 7 T. O . P : 5 1 0 5 . 3 5 ST A : 1 2 + 8 0 . 2 3 T. O . P : 5 1 0 5 . 3 5 LO T 1 5 - B L O C K 4 3/ 4 ” S E R V I C E - 1 ” C W LO T 2 0 - B L O C K 4 3/ 4 ” S E R V I C E ST A : 1 2 + 8 2 . 2 3 T. O . P : 5 1 0 5 . 3 5 ST A : 1 3 + 5 3 . 4 7 T. O . P : 5 1 0 5 . 3 5 LO T 1 8 - B L O C K 4 3/ 4 ” S E R V I C E - 1 ” C W ST A : 1 3 + 7 7 . 7 6 T. O . P : 5 1 0 5 . 3 5 LO T S 2 1 - 2 2 B L O C K 4 - F I R E 4” G A T E V A L V E W / R E D U C E R - ST A : 1 3 + 7 9 . 7 6 T. O . P : 5 1 0 5 . 3 5 LO T S 1 5 - 1 8 B L O C K 4 - F I R E 4” G A T E V A L V E W / R E D U C E R ST A : 1 3 + 8 1 . 7 6 T. O . P : 5 1 0 5 . 3 5 ST A : 1 3 + 1 8 . 1 7 T. O . P : 5 1 0 5 . 3 5 LO T 1 7 - B L O C K 4 3/ 4 ” S E R V I C E - 1 ” C W LO T 2 1 - B L O C K 4 3/ 4 ” S E R V I C E ST A : 1 3 + 2 0 . 1 7 T. O . P : 5 1 0 5 . 3 5 LO T 1 6 - B L O C K 4 3/ 4 ” S E R V I C E - 1 ” C W ST A : 1 3 + 4 6 . 4 7 T. O . P : 5 1 0 5 . 3 5 11 + 6 4 . 4 7 1. 5 ” D I A P V C - FI R E L I N E 5 D I A P V C - F I R E L I N E ( 18 + 0 0 1. ST A : 1 2 + 7 5 . 2 3 T. O . P : 5 1 0 5 . 3 5 LO T 1 4 - B L O C K 4 3/ 4 ” S E R V I C E - 1 ” C W TO P : -. . 9 -- - - - - - M AA — - /D 1. 2 5 ‘ B E N 6” — 05 . 3 5 5 1 11 + 9 5 . 8 8 4 / -4 // ST A : 1 1 + 9 7 . 0 4 TO P : 5 1 0 5 . 3 5 1 / + / L == = -= = l l - M C BL O C K 4 ST A : 1 2 + 1 6 . 3 4 T. O . P : 5 1 0 5 . 3 5 LO T 1 1 LO T 1 3 - B L O C K 4 3/ 4 ” S E R V I C E - 1 ” C W LO T 1 0 - B L O C K 4 3/ 4 ” S E R V I C E - 1 ” C W LO T 1 9 - B L O C K 4 3/ 4 ” S E R V I C E ST A : 1 2 + 7 2 . 7 3 T. O . P : 5 1 0 5 . 3 5 LO T 1 2 - B L O C K 4 3/ 4 ” S E R V I C E - 1 ” C W ST A : 1 2 + 4 7 . 6 3 T. O . P : 5 1 0 5 . 3 5 3/ 4 ” S E R V I C E - 1 ” C W ST A : 1 2 + 4 2 . 6 3 T. O . P : 5 1 0 5 . 3 5 P: 5 1 0 7 . 7 1 T. O . LO T 1 2 - B L O C K 3/ 4 ” S E R V I C E ST A : 1 1 + 1 7 . 3 5 8” X 6 ” C R O S S TO P : 5 1 0 5 . 3 5 ST A : 1 1 + 6 2 . 1 7 6” G A T E V A L V E 8” G A ' ST A : 1 1 + 6 6 . 7 7 TO P : 5 1 0 5 . 3 5 il l 6 G A T E V A L V E ST A : 1 3 + 8 5 . 7 6 TO P : 5 1 0 5 . 3 5 F. H . A S S ’ Y ST A : 1 3 + 9 0 . 9 9 VA L V E TO P : 5 1 0 5 . 3 5 ST A : 1 1 + 4 8 . 3 6 ND B E I 45 ' V E R T . 3 3/ 4 ” S E R V I C E - CW M LO T 8 - BL O C K 3 ST A : 1 1 + 1 5 . 3 5 T. O . P : 5 1 0 7 . 7 5 J i ST A : 1 0 + 8 8 . 5 8 T. O . P : 5 1 0 8 . 2 4 1 ST A : 1 1 + 4 6 . 5 4 6” — 4 5 * V E R T . E T O P : 5 1 0 7 . 1 8 ST A : 1 0 + 8 6 . 5 8 T. O . P : 5 1 0 8 . 2 7 LO T 1 1 - B L O C K 3 3/ 4 ” S E R V I C E SE R V I C E - 1” CW « I 4 / I 7 m CX I r n / / ST A : 1 0 + 4 9 . 5 0 T. O . P : 5 1 0 8 . 9 5 LO T 4 - B L O C K 3 3/ 4 " S E R V I C E - 1 ” C W LO T 1 0 - B L O C K 3 3/ 4 ” S E R V I C E ST A : 1 0 + 5 5 . 0 0 T. O . P : 5 1 0 8 . 8 5 F. H . A S S Y ST A : 1 0 + 0 0 . 2 5 — LO T 9 - B L O C K 3 3/ 4 ” S E R V I C E ST A : 1 0 + 4 8 . 0 0 T. O . P : 5 1 0 8 . 9 8 LO T 6 - B L O C K 3 3/ 4 ” S E R V I C E - 1 ” C W ST A : 1 0 + 8 2 . 5 8 T. O . P : 5 1 0 8 . 3 4 LO T 7 - B L O C K 3 LO T 5 - B L O C K 3 3/ 4 ” S E R V I C E - 1 ” C W ST A : 1 0 + 5 3 . 5 0 T. O . P : 5 1 0 8 . 8 8 LO T 3 - B L O C K 3 3/ 4 ” S E R V I C E - 1 ” C W ST A : 1 0 + 2 2 . 7 1 T. O . P : 5 1 0 9 . 4 4 6” G A T E V A L V E ST A : 1 0 + 0 7 . 7 5 TO P : 5 1 0 9 . 7 1 ( LO T S 9 - 1 0 B L O C K 3 - F I R E 4” G A T E V A L V E W / R E D U C E R - 1 . 5 ” D I A P V C - F I R E L I N E ST A : 1 0 + 1 7 . 7 1 T. O . P : 5 1 0 9 . 5 3 / /I OV E R L A N D T R CH E C K E D B Y AR J DR A W N B Y AR J DE S I G N E D B Y WA T E R P L A N A N D P R O F I L E 11 / 2 5 / 2 4 Ge ) J R E N G I N E E R I N G DA T E 1" = 3 ‘ V- S C A L E PO L E S T A R V I L L A G E 1” = 3 0 ’ PR E P A R E D E O R H- S C A L E DA T E B Y R E V I S I O N N o . Ce n t e n n i a l 3 0 3 - 7 4 0 - 9 3 9 3 • C o l o r a d o S p r i n g s 7 1 9 - 5 9 3 - 2 5 9 3 Fo r t C o l l i n s 9 7 0 - 4 9 1 - 9 8 8 8 • ww w j r e n g i n e e r i n g . c o m UN T I L S U C H T I M E A S TH E S E D R A W I N G S A R E AP P R O V E D B Y T H E AP P R O P R I A T E R E V I E W I N G AG E N C I E S , J R E N G I N E E R I N G AP P R O V E S T H E I R U S E ON L Y F O R T H E P U R P O S E S DE S I G N A T E D B Y W R I T T E N AU T H O R I Z A T I O N . PO L E S T A R G A R D E N S , I N C PO B O X 2 7 1 5 8 2 FO R T C O L L I N S , C O 8 0 5 2 1 (8 0 8 ) 4 4 3 - 9 9 5 6 Know what's A W e s t r i a n C o m p a n y STA 10+00.00 TO 10+25.68WP07 PROFILE STA 10+00.00 TO 10+35.24 W. P L U M S T KOKUA COURT WP03 PROFILE STA 10+00.00 TO 12+09.46 WP08 PROFILE STA 10+00.00 TO 10+25.68 a n mmI l 6” GATE VALVE STA: 10+02.50 N: 1454217.22 E: 3104001.66 REMOVE EXISTING 6”X8” TEE AND CONNECT TO EX 6” CIP CONTRACTOR TO VERIFY DEPTH/LOCATION AND EXTEND MAIN NORTH IF LOWERING OR RAISING IS REQUIRED STA: 10+20.68 N: 1454235.40 E: 3104001.95 EX. 6” GATE VALVE STA: 10+22.68 N: 1454237.40 E: 3104001.98 KEY MAP SCALE: NTS I I I Lu CL — o I ll E LOUISE LN10+26 LI I i 3 \ | 10+00[4 + \ -10+35____ — — S — — 4 E: 310372 .81 o l x 7 70 a—OUTLOT A-b r II 1I()I LOCUST GROVE DRIVE 6” GATE VALVE STA: 10+02.50 N: 1454221.67 E: 3103721.85 o o EX. 6” GATE VALVE CONTRACTOR TO ADJUST TOP STA: 10+25.24 N: 1454244.41 E:3103722.21 J I I I 8” X 6” TEE+t STA: 10+00.00 N: 1454219.17 I 0 tn -------REMOVE EXISTING 6"X8" TEE AND CONNECT TO EX 6” CIP ECONTRACTOR TO VERIFY DEPTH/LOCATION-- AND EXTEND MAIN NORTH - FIF LOWERING OR RAISING IS REQUIRED = = -------W----------------STA: 10+22.76= Do I + I I o o 11 GU I SANITARY CROSSING STA: 10+11.03 6 SAN I TARY CROSSING TA: 10+12.7 l 10+00W. A I 8 । 8” X 6” TEE STA: 10+00.00 /I () 9 290008500180 N: 1454214.72 E: 3104001.62 I I I I I I tn l) c |l I I LINE A ▼ 10+00 10+26 ENGINEER'S STATEMENT JR15 0 30 60 .. JOSEPH MAI S/ONALCFOR AND ON BEHALF OF JR ENGINEERING, LLC PREPARED ENGINEERIN PRELDMINJ/AMRY [NOT FORHORIZONTAL ORIGINAL SCALE: 1” = 30’ VERTICAL ORIGINAL SCALE: 1” = 3’COINSTRUCTIOIN.DATE COLORADO P.E.33399-------------------------------------------------9/** (6 P BEHALOR RRT7-O \ 01 53399 % 4 5105 I 18.18 LF 6” PVC @ 0.00% l 2.50 LF 6” PVC @ 0.00% 5100 5100 STA: 10+12.68 12” VCP SAN B.O.P.: 5106.00 6” PVC WATER T.O.P.: 5104.50 CLEARANCE: 1.50’ 5120 EXISTING GRADE @ C I HH EL —=il--------2 m I r //TRACT B II/— WW-------•— M----------/J----------r— M —w +/—-1-----------4 28!27/EB 30 29 BE —b (]——I 12+09_ 11+00 1 ++O J' N TT9 & • &r3231 N r ।i //! L /I ! I-e —II I I + I 6" GATE VALVE OSTA: 12+00.25 k N: 1453732.44 E: 3103871.20 1 I T T / 1 32.25 LF 2.5” 0 DIP FIRE W/ GATE VALVE / I I I I r — . F.H. ASS’Y LSTA: 12+09.46 N: 1453741.65 E: 3103871.20 __L . J_ — 7 I ' I I I I I I---- || I J I —Tr ___ _ —in1 h —12+00= 19 I I EXISTING GRADE @ £ 5120 5115 5110 PROPOSED GRADE @ C 5125 5120 IK-5105 5105 2.50 LF 6” PVC @ 0.00% ^6" CIP 8” PVC SAN T.O.P.: 5105.76 20.26 LF 6” PVC @ 0.00% 5100 10+00 10+35 NOTES: 3. 4. 5. A 3” DOW INSULATION BOARD SHALL BE INSTALLEDDEEP, 6. 9. 15. CW REFERS TO SIZE OF TAP AFTER METER FOR SERVICE I®LINES 5’ + DOWN STREAM OF METER.I16. WHEN A WATER MAIN OR SERVICE CROSSES UNDER 30 STORMWATER DEVELOPMENT CONSTRUCTIONWASTEWATER, STANDARDS. WASTEWATER/STORMWATER/OTHER NON-POTABLE SYSTEM THE WATER MAIN OR SERVICE MUST BE WRAPPED WITH BUTYL ADHESIVE TAPE AT ALL JOINTS, MATERIAL AND FITTINGS WITHIN 10 FEET OF THE CROSSING AS REQUIRED BY THE FCU WATER, 7. 8. 1. 2. STA: 10+11.03 8” PVC WTR B.O.P.: 5107.26 CLEARANCE: 1.50’ 5100 SEE SHEET 1 FOR BENCHMARK. SEE SHEET 4 FOR LEGEND. SEE SANITARY SEWER PLANS FOR ALL SANITARY AND WATERLINE CROSSING INFORMATION. SEE STORM SEWER PLANS FOR ADDITIONAL UTILITY CROSSING INFORMATION. ALL PVC WATER PIPE 12” DIAMETER OR LESS SHALL BE AWWA C-900 AND HAVE A MINIMUM WORKING PRESSURE OF 150 PSI. FOR ALL WATER CROSSINGS UNDER STORM SEWER LARGER THAN 18” AND FOR ALL WATERMAINS OR SERVICES LESS THAN 4’ ABOVE THE WATER MAIN/SERVICE TO PROTECT FROM FREEZING. ALL WATER MAINS TO HAVE AT LEAST 18-INCHES OF VERTICAL CLEARANCE FROM SANITARY SEWER MAINS & STORM SEWER. WATER SERVICE LINES SHALL HAVE A MINIMUM OF 12-INCHES OF VERTICAL CLEARANCE FROM SANITARY MAINS AND STORM SEWER. ALL STATIONING IS PIPE CENTERLINE UNLESS OTHERWISE NOTED. ALL FIRE HYDRANT LATERALS SHALL BE FULLY RESTRAINED PVC C900. ALL PIPE SHALL HAVE A MINIMUM COVER OF 4-6”. below. Call before you dig. 17. CONTRACTOR TO INSTALL TRAFFIC RATED CURB STOPS WHEN THE CURB STOP IS SHOWN ON THE PAVEMENT. 10. FIELD VERIFY THE LOCATION AND ELEVATION AT ALL EXISTING WATERLINE TIE-IN CONNECTIONS. 11. ALL WATER SERVICES SHALL BE 34" TYPE K COPPER, UNLESS NOTED OTHERWISE. VERIFY WITH MEP. 12. ALL %” WATER SERVICES WILL BE INTERNALLY METERED. 13. SEE WATER METER DETAILS SHEET 79. 14. CONTRACTOR TO VERIFY WITH MEP ENGINEER FOR FIRE SERVICE SIZING AND FOR ALL DOMESTIC TAPS. ALL FIRES SERVICES NEED 4” GATE VALVE W/ APPROPRIATE REDUCER.811 V 47.50 LF 6” PVC @ 0.00% I ©5105 51050.00% 5100 5100 10+00 11+00 124100-09 STA: 11+57.16 4” SAN PVC B.O.P.: 5106.54 CLEARANCE: 1.50’ STA: 10+64.41 4” SAN PVC B.O.P.: 5105.92 CLEARANCE: 3.51’ 9.21 LF 6” PVC — STA: 10+84.56 — 4” SAN PVC B.O.P.: 5106.06 CLEARANCE: 3.07’ PVC @ 0.00% 149.87LF 6" PVC@ 1.50% 5110 GRADE @ PROPOSED @ C GRADE _______ EXISTING 5115 5110 50 LF 6” 4 0 £ T -PLUM ST 7A ri i i i ii 3 Ww/ se pT4D ELIZABETH ST ORCHARD PL — W ”7 39 r Li i 6” GATE VALVE--------O P I— VHLVL_______________, [“ STA: 10+02.88^ N: 1453535.07 E: 3103871.15 8” X 6” CROSS STA: 10+00.38 N: 1453532.57 E: 3103871.15 1 I — I I I + # SHEET 43 OF 80 39797.01JOB NO. —— A - = M -- - - - - - M — IV 4e A a l AN D C O N N E C T T O E X 6 66 RE M O V E E X I S T I N G 6 X 8 ' O) W O R C H A R D 1 = = W O R C H A R D P L CO N T R A C T O R T O V E R I F Y D E P T H / L O C A T I O N AN D E X T E N D M A I N N O R T H IF L O W E R I N G O R R A I S I N G I S R E Q U I R E D ST A : 1 0 + 2 0 . 6 8 TO P : 5 1 0 4 . 5 0 i ■t x t CDCD C D EX . 6 ” G A T E V A L V E ST A : 1 0 + 2 2 . 6 8 TO P : 5 1 0 4 . 5 0 -6 G A T E V A L V E - VA L V E / | | | | | — 1 + CD 01 CX I CD C D CD CD -6 ” G A T E V A L V E ST A : 1 0 + 0 2 . 5 0 TO P : 5 1 0 4 . 4 9 8” X 6 ” T E E ST A : 1 0 + 0 0 . 0 0 TO P : 5 1 0 4 . 5 0 TO P : 5 1 0 4 . 4 9 7 1 CD CX I CD C D C D RE M O V E E X I S T I N G 6 ” X 8 ” T E E AN D C O N N E C T T O E X 6 ” C I P CO N T R A C T O R T O V E R I F Y D E P T H / L O C A T I O N AN D E X T E N D M A I N N O R T H IF L O W E R I N G O R R A I S I N G I S R E Q U I R E D ST A : 1 0 + 2 2 . 7 6 TO P : 5 1 0 5 . 7 6 EX . 6 ” G A T E V A L V E CO N T R A C T O R T O A D J U S T T O P ST A : 1 0 + 2 5 . 2 4 TO P : 5 1 0 5 . 7 6 8 X 6 T E E ST A : 1 0 + 0 0 . 0 0 TO P : 5 1 0 5 . 7 6 TO P : 5 1 0 5 . 7 6 3/ 4 ” S E R V I C E LO T 3 2 - B L O C K .9 9 ’ 0 LO T 3 1 - B L O C K 3/ 4 ” S E R V I C E ST A : 1 0 + 7 4 . 4 1 T. O . P : 5 1 0 9 . 8 5 ST A : 1 0 + 5 0 . 3 8 TO P : 5 1 1 0 . 2 1 J -- - - - - - I l — — — 44 GA T E 05 . 7 6 T O P : 5 1 V \ \ \ 6 LO N LO L O L O CW 1 « LO T 3 3 - B L O C K 4 - S E R V I C E RE 2. 5 ” D I A - D I P F I I LO T 3 3 - B L O C K 4 - F I R E 08 . 4 1 T. O . P : 5 /L O T 2 7 - B L O C K 4 - LO T 2 8 - B L O C K 4 I i i i I I / I I f I I I I I I LO T 2 9 - B L O C K 4 I / I I LOCX I / 3/ 4 " S E R V I C E i S T A : 1 1 + 7 0 . 1 6 ST A : 1 1 + 9 5 . 2 5 T. O . P : 5 1 0 8 . 0 3 ST A : 1 1 + 7 5 . 1 6 T. O . P : 5 1 0 8 . 3 3 -- - - - - - - - - 1-- - - - - - - - 3/ 4 ” S E R V I C E ST A : 1 1 + 2 5 . 1 6 T. O . P : 5 1 0 9 . 0 8 3/ 4 ” S E R V I C E ST A : 1 1 + 4 5 . 1 6 -T . O . P : 5 1 0 8 . 7 8 6” G A T E V A L V E ST A : 1 2 + 0 0 . 2 5 TO P : 5 1 0 7 . 9 6 / I ST A : 1 0 + 9 4 . 5 6 T. O . P : 5 1 0 9 . 5 4 LO T 3 0 - B L O C K 4 3/ 4 ” S E R V I C E ST A : 1 1 + 0 5 . 1 6 T. O . P : 5 1 0 9 . 3 8 F. H . A S S ’ Y ST A : 1 2 + 0 9 . 4 6 SE R V I C E W / E X T E R N A L M E T E R - 1 . 5 ” N 8 X 6 C R O S S ST A : 1 0 + 0 0 . 3 8 TO P : 5 1 1 0 . 2 2 TO P : 5 1 1 0 . 2 1 + * + + O 12 + 0 0 o o 4] 13 + 0 0 .E C T I O N V E R T . D E F L I / TO P : 5 1 1 0 . 2 1 T ST A : 1 0 + 0 2 . 8 8 I II OV E R L A N D T R " CH E C K E D B Y AR J DR A W N B Y AR J DE S I G N E D B Y WA T E R P L A N A N D P R O F I L E 11 / 2 5 / 2 4 Ge ) J R E N G I N E E R I N G DA T E 1” = 3 ’ V- S C A L E PO L E S T A R V I L L A G E 1” = 3 0 ’ PR E P A R E D E O R H- S C A L E DA T E B Y R E V I S I O N N o . Ce n t e n n i a l 3 0 3 - 7 4 0 - 9 3 9 3 • C o l o r a d o S p r i n g s 7 1 9 - 5 9 3 - 2 5 9 3 Fo r t C o l l i n s 9 7 0 - 4 9 1 - 9 8 8 8 • ww w j r e n g i n e e r i n g . c o m UN T I L S U C H T I M E A S TH E S E D R A W I N G S A R E AP P R O V E D B Y T H E AP P R O P R I A T E R E V I E W I N G AG E N C I E S , J R E N G I N E E R I N G AP P R O V E S T H E I R U S E ON L Y F O R T H E P U R P O S E S DE S I G N A T E D B Y W R I T T E N AU T H O R I Z A T I O N . PO L E S T A R G A R D E N S , I N C PO B O X 2 7 1 5 8 2 FO R T C O L L I N S , C O 8 0 5 2 1 (8 0 8 ) 4 4 3 - 9 9 5 6 A W e s t r i a n C o m p a n y Know what's WP06 PROFILE STA 10+00.00 TO 18+00.00 PO L E S T A R W A Y W ORCHARD PL PROPOSED GRADE @ C 4” LF 8” PVC @ 0.96% STA: 16+22.74 PVC SAN B.O.P.: 5110.16 CLEARANCE: 1.01’ STA: 16+73.74 PVC SAN B.O.P.: 5110.70 CLEARANCE: 1.06’ 4 4” 4” STA: 13+84.20 PVC SAN B.O.P.: 5108.57 CLEARANCE: 1.57’ STA: 14+77.54 PVC SAN B.O.P.: 5109.10 CLEARANCE: 1.15’ STA: 14+25.55 PVC SAN B.O.P.: 5108.72 CLEARANCE: 1.30’ 151.26 I (III@1 1 1 2 3 >I456 III — 1 se I k III___=17+67_Ioma n mm)o7 1-10+00//AN —WZ—i ■w-l____=— W-----------t IW#t##Hi AMP_ _o,o. = W ORCHARD PL 4F——=--W--21+41 W+—W—-IV-— S--------------- S'---------W-------S----------— T S ____L------S----------— — S S —-------S----------------S-----------------S-—-------S-----------------$------------------S11+00— — S S —-------S----------------S —------S----------------- Si----------— S S -------S----------— S-------------------------( — 17+00 o16+00 +615+00 ++14+00 te te +12+00 O,o 8oX ■T oXo)E T - /E E V7JLM8() X 8” X 8” TEE+ --.W/ PLUG TO THE EAST<3o3I 8” GATE VALVE< [>N11 )OUTLOT A22 65 7 9 I I IV \ —c Rop_ STA: 10+81.71 N: 1454214.68 E: 3104004.12 8” GATE VALVE STA: 15+52.47 N: 1454222.17 E: 3103533.42 2.71 LF 8” PVC STA: 10+22.53 N: 1454213.74 E: 3104063.29 8” GATE VALVE STA: 10+86.71 N: 1454214.76 E: 3103999.12 o O । III | Illi! 8” X 6” TEE STA: 15+92.31 N: 1454222.80 E: 3103493.58 I 4 8”-90‘ BEND EXISTING 8” CIP CONNECTION CONTRACTOR TO VERIFY DEPTH/LOCATION AND EXTEND MAIN WEST IF LOWERING OR RAISING IS REQUIRED STA: 17+67.26 N: 1454245.96 E: 3103339.42 SANITARY CROSSING STA: 10+10.00 0) I I I I | 0 I I I I I C I —= (13±00 8” X 6” TEE STA: 13+64.06 N: 1454219.17 E: 3103721.81 KEY MAP SCALE: NTS 8 8” X 6” TEE _STA: 10+84.21 N: 1454214.72 E: 3104001.62 __ I I 8”-90’ BEND EXISTING 8” CIP CONNECTION CONTRACTOR TO VERIFY DEPTH/LOCATION AND EXTEND MAIN EAST IF LOWERING. OR RAISING IS REQUIRED STA: 10+00.00 N: 1454236.26 E: 3104063.64 — 8”-TEE W/ PLUG- _ TO THE WEST & 8”—45’ BEND- STA: 17+46.56 N: 1454225.25 E: 3103339.36 F.H. ASS’Y STA: 15+92.02= € STA: 15+92.02 (18.97’LT) 111 III LJJ 1--------- S — — -------- 1 I I I J III III I ml .85 । OO.1 O1%IGC 88 3 i 111 1111 12+0013+00 5125 STA: 10+57.54 4”PVC SAN B.O.P.: 5106.96 CLEARANCE: 1.92’ 4” I 4” 4” I STA: 13+35.60 4"PVC SAN B.O.P.: 5108.38 CLEARANCE: 2.02’ STA: 11+93.54 PVC SAN B.O.P.: 5107.69= CLEARANCE: 2.68’_ STA: 11+07.54 PVC SAN B.O.P.: 5107.36 CLEARANCE: 2.32’ EXISTING GRADE @ €= STA: 11+57.50 PVC SAN B.O.P.: 5107.55 CLEARANCE: 2.53’ -------— I I I I I I I 105.24 LF 8” PVC @ 1.02% 1.52 LF 8” PVC @ 41.42% 2.39 LF 8” PVC @ 41.42% 2.39 LF 8” PVC @ 0.00% 0° C5 11+C0 2.71 LF 8” PVC @ 19.89%— 6.06 LF 8” PVC @ 0.00%— 2.50 LF 8” PVC @ 0.00%— 2.50 LF 8” PVC @ 0.00% 4.95 LF 8” PVC @ 0.00% 2.52 LF 8” PVC @ 19.89% 4 8 PVC @ 0.00% t 2.99 LF 8” PVC @ 0.00% 182.78 LF 8” PVC @ 1.02%—2.64 LF 8” PVC @ 41.42% 14+15+00 157.05 LF 8” PVC @ 0.00% 37.13 LF 8” PVC @ 0.38%— 16+0017+00 2.99 LF 8” PVC @ 100.00% Z 5105 i 20.71 LF 8” PVC @ 0.00% 5100 18+00 NOTES: STA: 17+57.26 12” PVC SAN B.O.P.: 5108.82 8” PVC WATER T.O.P.: 5107.32 CLEARANCE: 1.50’ 4” GATE VALVE W/ APPROPRIATE REDUCER. REFERS TO SIZE OF TAP AFTER METER FOR SERVICE15. CW LINES 5’ + DOWN STREAM OF METER. 3.OR SERVICE CROSSES UNDER16. WHEN A WATER MAIN ENGINEER'S STATEMENT4.eminifyJR306030150®5.9.O1CONSTRUCTIONSTORMWATERDEVELOPMENT2% 6. JOSEPH MAI S/ONALC]FOR AND ON BEHALF OF JR ENGINEERING, LLC 811y PREPARED ENGINEERINWASTEWATER, STANDARDS. WASTEWATER/STORMWATER/OTHER NON-POTABLE SYSTEM THE WATER MAIN OR SERVICE MUST BE WRAPPED WITH BUTYL ADHESIVE TAPE AT ALL JOINTS, MATERIAL AND FITTINGS WITHIN 10 FEET OF THE CROSSING AS REQUIRED BY THE FCU WATER, 7. 8. 1. 2. SEE SHEET 1 FOR BENCHMARK. SEE SHEET 4 FOR LEGEND. SEE SANITARY SEWER PLANS FOR ALL SANITARY AND WATERLINE CROSSING INFORMATION. SEE STORM SEWER PLANS FOR ADDITIONAL UTILITY CROSSING INFORMATION. ALL PVC WATER PIPE 12” DIAMETER OR LESS SHALL BE AWWA C-900 AND HAVE A MINIMUM WORKING PRESSURE OF 150 PSI. FOR ALL WATER CROSSINGS UNDER STORM SEWER LARGER THAN 18” AND FOR ALL WATERMAINS OR SERVICES LESS THAN 4’ DEEP, A 3” DOW INSULATION BOARD SHALL BE INSTALLED ABOVE THE WATER MAIN/SERVICE TO PROTECT FROM FREEZING. ALL WATER MAINS TO HAVE AT LEAST 18-INCHES OF VERTICAL CLEARANCE FROM SANITARY SEWER MAINS & STORM SEWER. WATER SERVICE LINES SHALL HAVE A MINIMUM OF 12-INCHES OF VERTICAL CLEARANCE FROM SANITARY MAINS AND STORM SEWER. ALL STATIONING IS PIPE CENTERLINE UNLESS OTHERWISE NOTED. ALL FIRE HYDRANT LATERALS SHALL BE FULLY RESTRAINED PVC C900. ALL PIPE SHALL HAVE A MINIMUM COVER OF 4-6”. below. Call before you dig. 17. CONTRACTOR TO INSTALL TRAFFIC RATED CURB STOPS WHEN THE CURB STOP IS SHOWN ON THE PAVEMENT. 10. FIELD VERIFY THE LOCATION AND ELEVATION AT ALL EXISTING WATERLINE TIE-IN CONNECTIONS. 11. ALL WATER SERVICES SHALL BE 34" TYPE K COPPER, UNLESS NOTED OTHERWISE. VERIFY WITH MEP. 12. ALL 34" WATER SERVICES WILL BE INTERNALLY METERED. 13. SEE WATER METER DETAILS SHEET 79. 14. CONTRACTOR TO VERIFY WITH MEP ENGINEER FOR FIRE SERVICE SIZING AND FOR ALL DOMESTIC TAPS. ALL FIRES SERVICES NEED PRELJIONLANRY NOT FOR VERTICAL ORIGINAL SCALE: 1” = 3’ HORIZONTAL ORIGINAL SCALE: 1” = 30’3399 % CONSTRUGTOON/PA COLORADO P.E. 33399 39/** 25 5 5105 10+00 1.62 LF 8” PVC @ 100.00% 1.50 LF 8” PVC @ 0.00% 51.71 LF 8” PVC @ 0.07% STA: 10+10.00 12” VCP SAN B.O.P.: 5105.23 8” PVC WATER T.O.P.: 5103.42 CLEARANCE: 1.81’ 19.41 LF 8” PVC @ 0.00% 5100 I(Do at ELIZABETH ST ORCHARD PL •I £ T -PLUM ST 77/ 10 w/SV o, 28 OF 80SHEET 44 39797.01JOB NO. ------OHU------ SANITARY CROSSING _____STA: 17+57.26 © 8” 8” 8” — 4 5 * B E N D TO P : 5 1 0 7 . 3 2 -i — I ‘ — i — i — i ST A : 1 7 + 4 6 . 5 6 & 8 ” — 4 5 * B E N D ST A : 1 7 + 4 3 . 5 7 TO P : 5 1 1 0 . 3 1 I 8” - T E E W / P L U G TO T H E W E S T 8 T E E ST A : 1 3 + 6 4 . 0 6 8” X 6 ” T E E : 5 1 0 8 . 7 2 : 1 5 + 5 2 . 4 7 GA T E V A L V E 08 . 7 2 T O P : 5 ST A : 1 5 + 5 5 . 1 8 TO P : 5 1 0 5 . 7 6 TO P : 5 1 0 5 . 7 6 " X 6 ” T E E TA : 15 + 9 2 . 3 1 OP : 5 1 0 8 . 8 6 ST A : 1 1 + 3 7 . 5 3 T. O . P : 5 1 0 5 . 0 4 LO T 7 - B L O C K 4 3/ 4 ” S E R V I C E LO T 4 - B L O C K 4 i LO T 3 - B L O C K 4 3/ 4 ” S E R V I C E ST A : 1 3 + 5 7 . 5 3 T. O . P : 5 1 0 6 . 7 3 1 3/ 4 ” S E R V I C E ST A : 1 ; T. O . P : EA S T 8” - 1 1 . 2 5 * B E N D 8” - 1 1 . 2 5 * B E N D 8” G A T E V A L V E 8” G A T E V A L V E ST A : 1 0 + 7 6 . 7 6 TO P : 5 1 0 4 . 5 0 ST A : 1 0 + 8 1 . 7 1 TO P : 5 1 0 4 . 5 0 ST A : 1 0 + 7 4 . 2 4 TO P : 5 1 0 5 . 0 0 ST A : 1 0 + 8 6 . 7 1 TO P : 5 1 0 4 . 5 0 I I I I I I 8” X 6 ” T E E ST A : 1 0 + 8 4 . 2 1 TO P : 5 1 0 4 . 5 0 TO P : 5 1 0 4 . 4 9 - IL 01 O i d / M 8” X 8 T E E LO T 5 - B L O C K 4 3/ 4 ” S E R V I C E ST A : 1 1 + 2 7 . 5 4 T. O . P : 5 1 0 5 . 0 4 CD NU1 LD ST A : 1 7 + 6 7 . 2 6 TO P : 5 1 0 7 . 3 2 CX I 8” - 9 0 * B E N D EX I S T I N G 8 ” C I P C O N N E C T I O N CO N T R A C T O R T O V E R I F Y D E P T H / L O C A T I O N AN D E X T E N D M A I N W E S T IF L O W E R I N G O R R A I S I N G I S R E Q U I R E D ST A : 1 2 + 2 7 . 7 1 T. O . P : 5 1 0 5 . 0 4 LO T 6 - B L O C K 4 3/ 4 ” S E R V I C E LO T 9 - B L O C K 4 3/ 4 ” S E R V I C E ST A : 1 0 + 2 7 . 5 3 T. O . P : 5 1 0 5 . 0 4 LO T 8 - B L O C K 4 3/ 4 ” S E R V I C E ST A : 1 0 + 3 7 . 5 4 T. O . P : 5 1 0 5 . 0 4 T. O . P : 5 1 0 7 . 1 9 ii c LO T 4 - B L O C K 3/ 4 ” S E R V I C E ST A : 1 5 + 2 4 . 0 4 T. O . P : 5 1 0 8 . 4 3 LO T 5 - B L O C K 1 3/ 4 ” S E R V I C E ST A : 1 5 + 0 3 . 7 4 -- - - - - T. O . P : 5 1 0 8 . 2 2 LO T 6 - B L O C K 1 3/ 4 ” S E R V I C E ST A : 1 4 + 0 2 . 4 6 LO T 1 - B L O C K 4 3/ 4 ” S E R V I C E ST A : 1 4 + 9 7 . 5 3 T. O . P : 5 1 0 8 . 1 6 LO T 2 - B L O C K 4 3/ 4 ” S E R V I C E ST A : 1 4 + 3 5 . 5 3 T. O . P : 5 1 0 7 . 5 2 +4 5 . 5 9 10 6 . 6 0 LO T 3 - B L O C K 1 | 3/ 4 ” S E R V I C E ST A : 1 5 + 7 3 . 7 4 T. O . P : 5 1 0 8 . 7 9 LO T 2 - B L O C K 1 3/ 4 ” S E R V I C E ST A : 1 6 + 8 3 . 7 4 T. O . P : 5 1 0 9 . 7 3 LO T 1 - B L O C K 1 3/ 4 ” S E R V I C E ST A : 1 7 + 4 1 . 4 2 -- - - - - T. O . P : 5 1 1 0 . 2 9 i i i i i i LO T 1 - B L O C K 3 3/ 4 ” S E R V I C E ST A : 1 6 + 9 5 . 7 4 T. O . P : 5 1 0 9 . 8 5 LO T 2 - B L O C K 3 3/ 4 ” S E R V I C E ST A : 1 6 + 0 2 . 3 1 T. O . P : 5 1 0 8 . 9 6 IfI TO P : 5 1 0 4 . 5 0 ST A : 1 0 + 9 2 . 7 7 8” - 1 1 . 2 5 * B E N D .2 5 * B E N D 8” - TO P : 5 1 0 5 . 0 4 TO P : 5 1 0 5 . 6 7 ST A : 1 2 + 5 4 . 0 4 0 8” - 2 2 . 5 * B E N II I I TO P : 5 1 0 6 . 7 4 Il / I I I I / / LO T 1 B L O C K 2 3/ 4 ” S E R V I C E ST A : 1 2 + 7 7 . 7 3 T. O . P : 5 1 0 5 . 9 1 1 \ I I +I I I I I ( 8” - 2 2 . 5 * B E N D ST A : 1 2 + 5 2 . 5 2 I 1 1 T 8” - 2 2 . 5 * B E N D " ST A : 1 3 + 6 9 . 6 9 / ' TO P : 5 1 0 6 . 8 5 / I 8” X 6 ” T E E ST A : 1 3 + 6 4 . 0 6 TO P : 5 1 0 5 . 7 6 TO P : 5 1 0 5 . 7 6 8” - 2 2 . 5 * B E N D ST A : 1 3 + 6 1 . 6 7 —T O P : 5 1 05 . 7 6 — 8” - 2 2 . 5 * B E N D ST A : 1 3 + 5 9 . 2 8 ST A : 1 0 + 9 5 . 4 7 TO P : 5 1 0 5 . 0 4 I L ' I I I Ui CX I Ui LO LO / 8” - 4 5 * B E N D ST A : 1 0 + 2 2 . 5 3 TO P : 5 1 0 5 . 0 4 ST A : 1 0 + 2 1 . 0 3 TO P : 5 1 0 5 . 0 4 - / — 8” - 4 5 * B E N D ST A : 1 0 + 1 9 . 4 1 TO P : 5 1 0 3 . 4 2 8” - 9 0 * B E N D EX I S T I N G 8 ” C I P C O N N E C T I O N CO N T R A C T O R T O V E R I F Y D E P T H / L O C A T I O N AN D E X T E N D M A I N E A S T I F L O W E R I N G OR R A I S I N G I S R E Q U I R E D ST A : 10 + 0 0 . 0 0 OV E R L A N D T R CH E C K E D B Y AR J DR A W N B Y AR J DE S I G N E D B Y WA T E R P L A N A N D P R O F I L E 11 / 2 5 / 2 4 Ge J R E NG I N E E R I N G DA T E 1" = 3 ‘ V- S C A L E PO L E S T A R V I L L A G E 1” = 3 0 ’ H- S C A L E PR E P A R E D F O R RE V I S I O N N o . DA T E BY Ce n t e n n i a l 3 0 3 - 7 4 0 - 9 3 9 3 • C o l o r a d o S p r i n g s 7 1 9 - 5 9 3 - 2 5 9 3 Fo r t C o l l i n s 9 7 0 - 4 9 1 - 9 8 8 8 • ww w j r e n g i n e e r i n g . c o m UN T I L S U C H T I M E A S TH E S E D R A W I N G S A R E AP P R O V E D B Y T H E AP P R O P R I A T E R E V I E W I N G AG E N C I E S , J R E N G I N E E R I N G AP P R O V E S T H E I R U S E ON L Y F O R T H E P U R P O S E S DE S I G N A T E D B Y W R I T T E N AU T H O R I Z A T I O N . PO L E S T A R G A R D E N S , I N C PO B O X 2 7 1 5 8 2 FO R T C O L L I N S , C O 8 0 5 2 1 (8 0 8 ) 4 4 3 - 9 9 5 6 A W e s t r i a n C o m p a n y SP01 PROFILE -1 STA 10+00.00 TO 17+00.00 SP01 SEE THIS SHEET AND SHEET 46 W. PLUM ST. KO L U A CO U R T PO N O W A Y i! TRACT BX 112.57 LF 8” PVC 23 24\ 27 97.14 LF 8” PVC 25 2826 <15+00 29H r 0 E<9/O, ‘.e6 23 T be 24 <I 25 -54 LP 19,8 PVc726 % SP1.3 - 4’ 0 SAN MH STA: 14+22.02 N: 1453584.48 E: 3103740.60 T I i । L STORM CROSSING STA: 15+02.11 SP1.4 - 4’ 0 SAN MH STA: 15+12.78 N: 1453639.70 E: 3103668.57 )7) // I I //. 4)/ r < o-. (4) | i!I A) ‘o ‘oK O 14+00 /84 d \ / // SP1.5 - 4’ 0 SAN MH STA: 16+09.92 N: 1453711.04 E: 3103602.64 19 I \ \ \y VY \ \ — ——— i (i 1 J 32 i o SEE SHEET 46 ii \X \5 18 17 \ o 22\ 3 21 33 \ \ \ \ Y V X . \ \ X \ W \W ' W % DWAw X \\ s\\A v vW 20 W -X v % XX WX \. W V Y \ \ \ CLEARANCE: 7.86’ I 31 L J CROSSING----------- — — — SP1.2STA: 13+21.50 - 4’ 0 SAN MH +“12+00O STA: 12+94.47 N: 1453542.82 E: 3103861.15 73+08 — STORM STA: 10+63.35 PVC WTR B.O.P.: 5105.61 PVC SAN T.O.P.: 5100.51 CLEARANCE: 5.10’ STA: 12+84.47 8” PVC WTR B.O.P.: 5109.64 8” PVC SAN T.O.P.: 5101.60 CLEARANCE: 8.04’ STA: 13+21.53 18” RCP STORM B.O.P.: 5109.82 8” PVC SAN T.O.P.: 5101.95 T 34 i J TRACT B X 221.13 LF 8” PVCa I I I STA: 13+66.47 1.5” FIRE SERVICE B.O.P.: 5109.24 CLEARANCE: 7.10’ STA: 15+02.20 18” RCP STORM B.O.P.: 5109.16 8” PVC SAN T.O.P.: 5103.21 CLEARANCE: 5.95’ STA: 15+15.11 %" WATER SERVICE B.O.P.: 5108.64— CLEARANCE: 5.38’ STA: 16+68.78 —1.5” FIRE SERVICE B.O.P.: 5107.21 CLEARANCE: 2.96’ 33 i j TRACT A G.250,T32 T/o./ /27 / / /EX31/ 28 37 —।U !30 •l 39— / WATER CROSSING STA: 12+84.47 V V W 7 x \\ —(3) o X 18” RCP STORM STA: 10+28.04 B.O.P.: 5105.44STA: 12+35.72 1.5” FIRE SERVICE B.O.P.: 5109.19 CLEARANCE: 7.78’ 8” PVC SAN T.O.P.: 5100.31 CLEARANCE: 5.13’ STA: 14+42.12 34" WATER SERVICE B.O.P.: 5109.23 CLEARANCE: 6.51’ %” WATER €E 1 11+00 H F Fr- l__• —■ '—40—1 i i 11 STA: 15+44.03 SERVICE B.O.P.: 5108.63 CLEARANCE: 4.95’ EXISTING GRADE @ € STA: 11+11.66 1.5” FIRE SERVICE B.O.P.: 5107.02— CLEARANCE: 6.1 T 0.40% 90.76 LF 8” PVC @ 0. 7 A STA: 14+87.66 34" WATER SERVICE B.O.P.: 5109.09 CLEARANCE: 5.95’ Lu O or Lu ui o > ui 5120- 5115 CD STA: 15+76.08 34" WATER SERVICE B.O.P.: 5108.21 CLEARANCE: 4.42’r — PROPOSED GRADE @ € 97.14 LF 8” PVC L. F - - 4’ 0 SAN MHSP1.1 r— 68.35 LF 8” PVC ----------7---------- 1---------- =STORM CROSSING _ -STA: 10+27.98 +------- S' ■ — W - E t STA: 10+73.35 N: 1453537.27 E: 3104082.21 WATER CROSSING STA: 10+63.35 I I H ==N 1453535.27 ------E: 3104150.53 ©- 10+00 \ 4’ 0 SAN MH _\_STA: 10+05.00_ 16+00 15+00 14+00 13+00 12+00 11+00 10+00 GROUNDWATER BARRIER STA: 13+02.89 EL: 5100.17 127.54 LF 8” PVC @ 0.40% 5095 GROUNDWATER BARRIER STA: 10+11.41 EL: 5098.90 68.35 LF 8” PVC @ 0.55% 221.13 LF 8” PVC @ 0.40%O l_l ORCHARD PL [JAo pT4D it it s.PLUM ST 4 7A — ELIZABETH ST • If mmHKATT NOTES: 3. CONTRACTOR TO CONFIRM INVERT ELEVATIONS AT ALL 4. 5. ALL STATIONING IS PIPE STATIONING UNLESS NOTED 6. 7. SHALL HAVE A MINIMUM OF 12—INCHES OF VERTICAL 10. ALL SAN SERVICES ARE 4 INCHES AND 6 INCHES. 5120 5115 5110 i® I 5105 30 15 0 30 60 5100 8. 9. 1. 2. OTHERWISE. PLAN VIEW STATIONING WITH A "C" DESIGNATION REFERS TO STREET CENTERLINE STATIONING. ALL SANITARY PIPE SHALL BE SDR35 PVC UNLESS NOTED OTHERWISE ALL SANITARY MAINS AND SERVICES TO HAVE AT LEAST 18—INCHES OF VERTICAL CLEARANCE FROM POTABLE WATER MAINS AND STORM SEWER. SANITARY SEWER SERVICE LINES SEE SHEET 1 FOR BENCHMARK. SEE SHEET 4 FOR LEGEND. CONTRACTOR SHALL VERIFY LOCATION AND SIZE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. CLEARANCE FROM WATER MAINS AND STORM SEWER. SEE SHEET 2-3 FOR GENERAL CONSTRUCTION NOTES. SEE SHEETS 80 FOR SANITARY SEWER DETAILS. POINTS WHERE SANITARY SEWER IS PROPOSED TO CONNECT TO THE EXISTING SYSTEM PRIOR TO CONSTRUCTION. ANY DISCREPANCIES ARE TO BE REPORTED TO THE OWNER AND ENGINEER. ALL MEASUREMENTS ARE FROM CENTER OF MANHOLE TO CENTER OF MANHOLE UNLESS OTHERWISE NOTED. below. Call before you dig. KEY MAP SCALE: NTS CONTRACTOR TO VERIFY WITH MEP ENGINEER. 11. MIN SLOPE FOR SAN SERVICES IS 2%. 12. CONTRACTOR TO INSTALL 3” BLUE BOARD FOR SANITARY SEWER SERVICES LESS THEN FOUR FEET DEEP. S8Y HORIZONTAL ORIGINAL SCALE: 1” = 30’ VERTICAL ORIGINAL SCALE: 1” = 3’ aso. 811 ENGINEER'S STATEMENT RearerRAJR '<02 3399 Q .. JOSEPH MAI S/ONALCFOR AND ON BEHALF OF JR ENGINEERING, LLC PREPARED ENGINEERIN Z X COINSTRUCTIOIN.DATE COLORADO P.E.33399----------------------------------------------------------9/** (6 PRELDMINJ/AMRY [NOT FOR I 5105 112.57 LF 8” PVC @ 0.40% 5100-GROUNDWATER BARRIER STA: 16+1 8.89— EL: 5102.36 5095—--- 17+00 SHEET 45 OF 80 39797.01JOB NO. 6— 9 -- - - - - - - - - 1 00 0 JI 1 ll II 01 . 0 9 L : 5 1+ 6 2 . 0 5 — 00 . 0 0 3 - L O T 4 0 SA N S E R V I C E NV O U T : 5 1 0 0 . 9 6 / I NV O U T : 5 1 0 1 . 6 7 II /S T A : 1 4 + 2 2 . 0 2 MH .3 - 4 ’ 0 S A N / / \ / \ 1 |/ 1 I RI M E L : 5 1 1 4 . 5 0 | | IN V I N ( S W ) : 5 1 0 5 . 7 9 IN V I N ( N W ) : 5 1 0 2 . 0 0 SP 1 . 2 - 4 ’ 0 S A N M H ST A : 1 2 + 9 4 . 4 7 | RI M E L : 5 1 1 5 . 5 3 IN V I N ( N ) : 5 1 0 4 . 3 2 IN V I N ( W ) : 5 1 0 1 . 1 6 : 5 1 0 2 . 3 6 AN I IN V I N ( N W ) : 5 1 0 2 . 5 6 - 4 ’ 0 S A N SP 1 . 4 ST A : 1 5 + 1 2 . 7 8 RI M E L : 5 1 1 3 . 6 9 .9 9 03+ 3 0 . 9 9 ER V I C E 6 I N C H S A N S I BL O C K 3 - L O T 3 8 EL : 5 1 0 2 . 8 5 ST A : 1 4 + 6 5 . 3 4 I 9 BL O C K 3 - L O T 3 7 ! 6 I N C H S A N S E R V I C E BL O C K 4 - L O T 2 6 4 I N C H S A N S E W E R ST A : 1 5 + 2 1 . EL : 51 0 3 . 2 0 - ST A : 1 4 + 7 6 . 3 1 EL : 5 1 0 2 . 9 2 ST A : EL : 5 1 BL O C K 3 - L O T 2 5 4 I N C H S E R V I C E ST A : 1 3 + 4 9 . 7 9 EL : 5 1 0 2 . 1 1 BL O C K 3 - L O T 2 4 4 I N C H S E R V I C E ST A : 1 6 + 0 9 . 9 2 RI M E L : 5 1 1 2 . 8 9 IN V I N ( N W ) : 5 1 0 3 . IN V I N ( S W ) : 5 1 0 3 . IN V O U T : 5 1 0 2 . 9 5 I -1 0 + 0 0 1 + 0 0 - 1 + + TN N ■ N 00 0 □E L , I I I I Ol CD O CD 1 II II r RI M E L : 5 1 0 9 . 8 8 V OU T : 5 0 9 9 . 8 7 I N - 4 ’ 0 S A N L' I d S 0+ 8 6 0 9 8 D O A N I 09 6 6 0 9 ■ ’ ( / / ) N / A N / IN V I N ( N ) : 5 1 0 1 . 3 3 IN V I N ( S ) : 5 1 0 1 . 3 3 IN V I N ( W ) : 5 1 0 0 . 0 7 ST A : 1 0 + 7 3 . 3 5 RI M E L : 5 1 1 1 . 2 5 00 9 0 + 0 1 - X I S HI N N V S 0 . + EL : 5 1 0 3 . 2 9 ST A : 1 5 + 3 5 . 4 5 4 I N C H S A N S E R V I BL O C K 4 - L O T 2 4 ER V I C E BL O C K 4 - L O T 2 3 4 I N C H S A N S ST A : 1 5 + 8 7 . 8 6 FL : 5 1 0 3 . 6 0 15 15 12 + 0 0 t o L& _ 22 2 2 2 2 2 P P P P EL : 5 1 0 3 . 1 8 ST A : 1 5 + 1 7 . 2 8 4 I N C H S A N S E R V I C E LO C K 3 - L O T 2 3 Bl BL O C K 4 - L O T 2 5 4 I N C H S A N S E R V I C E ST A : 1 5 + 3 3 . 4 5 EL : 5 1 0 3 . 2 7 SP 1 . 5 - 4 ’ 0 S A N M — \\ BL O C K 6 IN C H ST A : EL E 3 - L O T 3 9 SA N S E R V I C m SE E S H E E T •1 0 1 . 5 1 12 + 4 6 . OV E R L A N D T R CH E C K E D B Y AR J DR A W N B Y AR J DE S I G N E D B Y SA N I T A R Y P L A N A N D P R O F I L E 11 / 2 5 / 2 4 Ge J R E N G I N E E R I N G DA T E 1" = 3 ‘ V- S C A L E PO L E S T A R V I L L A G E 1” = 3 0 ’ PR E P A R E D E O R H- S C A L E DA T E B Y R E V I S I O N N o . Ce n t e n n i a l 3 0 3 - 7 4 0 - 9 3 9 3 • C o l o r a d o S p r i n g s 7 1 9 - 5 9 3 - 2 5 9 3 Fo r t C o l l i n s 9 7 0 - 4 9 1 - 9 8 8 8 • ww w j r e n g i n e e r i n g . c o m UN T I L S U C H T I M E A S TH E S E D R A W I N G S A R E AP P R O V E D B Y T H E AP P R O P R I A T E R E V I E W I N G AG E N C I E S , J R E N G I N E E R I N G AP P R O V E S T H E I R U S E ON L Y F O R T H E P U R P O S E S DE S I G N A T E D B Y W R I T T E N AU T H O R I Z A T I O N . PO L E S T A R G A R D E N S , I N C PO B O X 2 7 1 5 8 2 FO R T C O L L I N S , C O 8 0 5 2 1 (8 0 8 ) 4 4 3 - 9 9 5 6 Know what's A W e s t r i a n C o m p a n y SP06 PROFILE STA 10+00.00 TO 11+55.23SP01 PROFILE - (2) STA 17+00.00 TO 19+53.22 MELE LANE W. P L U M S T . HOKU LANE W. P L U M S T SP-03 PROFILE STA 10+00.00 TO 11+54.94 KOKUA COURT W. P L U M S T 5100 LO LOI.. 0)L 088+5100 88 5095 9+00 19+53 5110 5105I STA: 10+92.06 34" WATER SERVICE B.O.P.: 5108.18 CLEARANCE: 2.71’ STA: 11+25.66 34" WATER SERVICE B.O.P.: 5108.82 CLEARANCE: 3.21’ STA: 11+32.64 34" WATER SERVICE B.O.P.: 5108.95 CLEARANCE: 3.31’ STA: 10+63.29 %" WATER SERVICE B.O.P.: 5107.65 CLEARANCE: 2.29’ 11+00 5095 11+55 STA:1 1+36.53 34" WATER SERVICE B.O.P.: 5108.70 CLEARANCE: 2.76’ PROPOSED 5120 EXISTING GRADE @ C NOTES: 6. 7. 3. CONTRACTOR TO CONFIRM INVERT ELEVATIONS AT ALL I®SHALL HAVE A MINIMUM OF 12—INCHES OF VERTICAL I 4.10. ALL SAN SERVICES ARE INCHES AND 6 INCHES.4 5. STATIONING IS STATIONING UNLESS NOTEDALL PIPE ALL SANITARY PIPE SHALL BE SDR35 PVC UNLESS NOTED OTHERWISE ALL SANITARY MAINS AND SERVICES TO HAVE AT LEAST 18—INCHES OF VERTICAL CLEARANCE FROM POTABLE WATER MAINS AND STORM SEWER. SANITARY SEWER SERVICE LINES 8. 9. 1. 2. SEE SHEET 1 FOR BENCHMARK. SEE SHEET 4 FOR LEGEND. CONTRACTOR SHALL VERIFY LOCATION AND SIZE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. CLEARANCE FROM WATER MAINS AND STORM SEWER. SEE SHEET 2-3 FOR GENERAL CONSTRUCTION NOTES. SEE SHEETS 80 FOR SANITARY SEWER DETAILS. POINTS WHERE SANITARY SEWER IS PROPOSED TO CONNECT TO THE EXISTING SYSTEM PRIOR TO CONSTRUCTION. ANY DISCREPANCIES ARE TO BE REPORTED TO THE OWNER AND ENGINEER. ALL MEASUREMENTS ARE FROM CENTER OF MANHOLE TO CENTER OF MANHOLE UNLESS OTHERWISE NOTED. OTHERWISE. PLAN VIEW STATIONING WITH A "C" DESIGNATION REFERS TO STREET CENTERLINE STATIONING. below. Call before you dig. CONTRACTOR TO VERIFY WITH MEP ENGINEER. 11. MIN SLOPE FOR SAN SERVICES IS 2%. 12. CONTRACTOR TO INSTALL 3” BLUE BOARD FOR SANITARY SEWER SERVICES LESS THEN FOUR FEET DEEP. 811 S GRADE @ € — 5120 5120 18+00 194.74 LF 8” PVC @ 0.40% 5115 5110 STA: 10+96.53 34" WATER SERVICE B.O.P.: 5109.31 CLEARANCE: 3.63’ STA: 11+16.53 34" WATER SERVICE B.O.P.: 5109.00 CLEARANCE: 3.19’ 150.31 LF 8” PVC @ 0.40% / X I STA: 17+90.81 SERVICE B.O.P.:51O6.46 CLEARANCE: 1.50’ %” WATER 5120 EXISTING GRADE @ £ PROPOSED GRADE @ € ! I i i I I I ,EARANCE:1.50’CL STA: 18+94.64 34” WATER SERVICE B.O.P.: 5106.87 STA: 18+22.10 34" WATER SERVICE B.O.P.: 5106.58 CLEARANCE: 1.50’ STA: 19+27.93 %” WATER SERVICE B.O.P.: 5107.01 CLEARANCE: 1.50’ STA: 18+47.19 34" WATER SERVICE B.O.P.: 5106.69 CLEARANCE: 1.50’ STA: 18+56.69 %” WATER SERVICE B.O.P.: 5106.72 CLEARANCE: 1.50’ STA: 18+17.10 WATER SERVICE B.O.P.: 5106.56 -CLEARANCE: 1.50’ 5105 5100 STA: 10+16.03 8” PVC WTR B.O.P.: 5103.00 8” PVC SAN T.O.P.: 5104.50 CLEARANCE: 1.50’ 5105 5105 150.53 LF 8 PVC @ 0.66% I 5100 10+0010+00 112.57 LF 8” PVC @ 0.40% 30.21 LF 8” PVC @ 0.40% 5100 STA: 17+62.99 18” RCP STM B.O.P.: 5107.08 8” PVC SAN T.O.P.: 5104.85 CLEARANCE: 2.23’ 5120 EXISTING GRADE @ L5120 PROPOSED GRADE @ € — 5115 5105 5100 55 LL I|l r i 10 11 12 13 14 15 17 18 — —E G — m 1 —s +H--3 4 5 6 7 8B SP1.7 - 4’ 0 SAN MH o,o m। -SP1.74&.6.3 \L OVTEEEE===== JUjCEY MAP 0 ISP6.( SCALE: NTSI6 6 © +l8+00-o o9+00--T T T\I 1 1 50.31 LF 8”+ ++PVC—16.&r 3 \\130.21 LF 8” PVC E7[O'27282930/BDI -T 6 6-EB50.53 LF 8” PVCI8112.57 LF 8” PVC —1_____ LLL//[ —12 20 21 22 \7 7o%o ■ • ■----------1t 3 11+5511+0010+00- 4’ 0 SAN MH ITSP1.6 i H i -3 1194.74 LF 8” PVC +L WATER CROSSINGHHII I STA: 10+16.03 1 \i 6 4 I___J SP3.1 —4’ 0 SAN MH910 11 12 I MHN STA: 11+52.539 "N N: 1453693.35TRACT BX =E: 3103861.19 o00 I<3 T112.57 LF 8” PVCL &119rV—TT 3231 SEE SHEET 45 I 33 I STA: 17+22.49 N: 1453811.44 E: 3103551.73 N: 1453841.14 E: 3103741.24 4’ 0 SAN MH STA: 11+52.73 N: 1453841.23 E: 3103396.18 STA: 17+52.70 N: 1453841.19 E: 3103546.50 | 4 i । i । । । । । । । । । । । । । । । I I । । । । । । । । । । । । । । + । । । । । 4 । । । । । I I 7 / i i STORM CROSSING STA: 17+62.99 / / 1 I ¥ i \ \ \ 1 \ \ \ .A | + = \ \ \ 1 \ \ \ .A -4 SP1.2 - 4’ 0 SAN STA: 10+02.00 N: 1453542.82 E: 3103861.15 T I II l I I I I I \ \ \ / / I I I I I I 9+52 _I = \ M — \ .6 \ |\4 I I I \ _L + \ WAw — I — i = L ■“I = »l H 16 (4) - 4’ 0 SAN MH STA: 19+47.43_ -------1 O O7 10+00F 4 4— i___ - 4’ 0 SAN MH STA: 10+02.42_ N: 1453841.19 E: 3103546.50 1 J— —SP1.8 \ \ \ \ \ \ \ I L 11 ENGINEER’S STATEMENT JR .. JOSEPH MAI S/ONALCFOR AND ON BEHALF OF JR ENGINEERING, LLC PREPARED ENGINEERIN PRELDMINJLARY NOT F©F HORIZONTAL ORIGINAL SCALE: 1” = 30’ VERTICAL ORIGINAL SCALE: 1” = 3’ P BEHALOR RRT7-O \ 01 53399 % 4 COINSTRUCTIOIN.DATE COLORADO P.E.33399----------------------------------------------------------9/** (6 30 60 n £—ZE 1 E E EHEE i I I Ao ■3333X14 — ELIZABETH ST I E 7 8 6.E O 7 g ORCHARD PL O PLUM ST 4 7A SUU e 5095 17+00 I * SHEET 46 OF 80 39797.01JOB NO. ST A : 1 1 + 4 2 . 7 3 EL : 5 1 0 5 . 6 8 BL O C K 3 - L O T 4 4 I N C H S A N S E R V I C E +—i — I — i — + - - - - BL O C K 3 - L O T 5 4 I N C H S A N S E R V I C E BL O C K 4 - L O T 2 2 4 I N C H S A N S E R V I C E A: 1 9 + 1 1 . 8 5 : 5 1 0 5 . 6 1 E L BL O C K 3 - L O T 9 4” S A N S E R V I C E ST A : 1 1 + 4 5 . 7 3 EL : 5 1 0 5 . 6 9 BL O C K 4 - L O T 1 7 4 I N C H S A N S E R V I C E ST A : 1 9 + 3 8 . 1 4 EL : 5 1 0 5 . 7 5 CDCD C D IN V O U T : 5 1 0 0 . 9 6 -4 0 S A N M H SP 1 . 2 ST A : 1 0 + 0 2 . 0 0 RI M E L : 5 1 1 5 . 5 3 IN V I N ( N ) : 5 1 0 4 . 3 2 IN V I N ( W ) : 5 1 0 1 . 1 6 EL : 5 1 0 5 . 4 3 ST A : 1 0 + 7 9 . 5 6 4 I N C H S A N S E R V I C E BL O C K 3 - L O T 1 EL : 5 1 0 5 . 4 3 ST A : 1 0 + 8 1 . 8 6 EL : 5 1 0 5 . 5 6 ST A : 1 1 + 1 2 . 6 5 BL O C K 3 - 4 I N C H S A N BL O C K 3 - L O T 7 4 I N C H S A N S E R V I C E BL O C K 3 - 4 I N C H S A N ST A : 1 EL : 5 1 4 I N C H S A N S E R V I C E ST A : 1 9 + 0 9 . 8 5 EL : 5 1 0 5 . 5 9 BL O C K 4 - L O T 2 SP 3 . 1 - 4 0 S A N ST A : 1 1 + 5 2 . 5 3 RI M EL : 5 1 1 3 . 4 0 IN V O U T : 5 1 0 5 . 3 1 ST A RI M IN V I I I I I I I I L 05 . 0 3 O U T : 5 : 1 1 + 5 2 . 7 3 EL : 5 1 1 4 . 0 8 / / / II I SP 1 . 7 - 4 ’ 0 S A N M H ST A : 1 0 + 0 2 . 4 2 RI M E L : 5 1 1 1 . 6 0 IN V I N ( E ) : 5 1 0 4 . 1 2 IN V I N ( W ) : 5 1 0 4 . 4 3 IN V I N ( W ) : 5 1 0 4 . 4 3 IN V O U T : 5 1 0 3 . 9 2 LO T 6 SE R V I C E ST A : 1 1 + 1 5 . 1 5 EL : 5 1 0 5 . 5 7 BL O C K 3 - L O T 1 0 4 I N C H S E R V I C E BL O C K 4 - L O T 2 0 4 I N C H S A N S E R V I C E ST A : 1 8 + 6 8 . 9 0 EL : 5 1 0 5 . 3 4 ST A : 1 8 + 6 6 . 9 0 EL : 5 1 0 5 . 3 3 BL O C K 4 - L O T 1 4 4 I N C H S A N S E R V I C E BL O C K 4 - L O T 1 4 I N C H S A N S E R V ST A : 1 8 + 3 5 . 4 0 EL : 5 1 0 5 . 1 5 0 V O U T : 5 1 0 3 . 9 2 I N N SP 1 . 7 - 4 ’ 0 S A I ST A : 1 7 + 5 2 . 7 0 RI M E L : 5 1 1 1 . 6 0 IN V I N ( E ) : 5 1 0 4 . 1 2 IN V I N ( W ) : 5 1 0 4 . 4 3 IN V I N ( W ) : 5 1 0 4 . 4 3 CD SP 1 . 6 - 4 ‘ 0 S A N M H 45 ST A : 1 7 + 2 2 . 4 9 CD R I M E L : 5 1 1 1 . 8 8 — I N V I N ( N ) : 5 1 0 3 . 8 0 ^ O I N V O U T : 5 1 0 3 . 6 0 C D BL O C K 4 - L O T 1 5 4 I N C H S A N S E R V I C E BL O C K 4 - L O T 1 6 4 I N C H S A N S E R V I C ST A : 1 9 + 0 4 . 8 5 EL : 5 1 0 5 . 5 6 L: 5 1 0 5 . 1 6 E l BL O C K 4 4 I N C H S A I ST A : 1 8 + 3 7 . 4 0 9 IC E EL : 5 1 0 5 . 1 3 ST A : 1 8 + 3 2 . 3 1 RV I C E 4 I N C H S A N S E I BL O C K 4 - L O T 1 2 EL : 5 1 0 4 . 9 9 ST A : 1 8 + 0 6 . 0 2 RV I C E 4 I N C H S A N S E 1 BL O C K 4 - L O T ST A : 1 8 + 0 1 . 0 2 EL : 5 1 0 4 . 9 6 CD MH CDCD ST A : 1 9 + 4 2 . 4 3 EL : 5 1 0 5 . 8 0 BL O C K 3 - L O T 3 4 I N C H S A N S E R V I C E ST A : 1 1 + 4 7 . 7 3 EL : 5 1 0 5 . 7 0 SP 1 . 8 - 4 0 S A N SE R V I C E LO T 8 4’ 0 S A N M H / / / CDCD SH E E T BL O C K 4 - L O T 3 1 4 I N C H S A N S E R V I C E ST A : 1 0 + 5 3 . 0 8 EL : 5 1 0 5 . 3 2 BL O C K 3 - L O T 1 2 4 I N C H S A N S E R V I C E ST A : EL : 5 1 CD O CD CD 05 . 5 5 1+ 1 0 . 1 5 RV I C E S E I 3 L O T ST A : 1 9 + 4 7 . 4 3 IN V : 5 1 0 4 . 9 0 BL O C K 4 - L O T 1 8 4 I N C H S A N S E R V I C E EL : 5 1 0 5 . 9 6 BL O C K 4 - L O T 3 3 4 I N C H S A N S E R V I C E EL : 5 1 0 5 . 3 6 ST A : 1 0 + 5 5 . 7 8 05 . 4 2 0+ 7 7 . 5 7 ST A : 1 3 + 4 2 . 2 9 EL : 5 1 0 5 . 9 7 o I cn BL O C K 4 - L O T 2 7 4 I N C H S A N S E R V I C E ST A : 1 1 + 2 6 . 5 3 EL : 5 1 0 5 . 8 3 BL O C K 4 - L O T 2 8 4 I N C H S A N S E R V I C E BL O C K 4 - L O T 2 9 4 I N C H S A N S E R V I C E BL O C K 4 - L O T 3 2 4 I N C H S A N S E R V I C E GJ O ST A : 1 0 + 8 6 . 5 3 EL : 5 1 0 5 . 5 6 ST A : 1 0 + 7 5 . 9 3 EL : 5 1 0 5 . 4 9 BL O C K 4 - L O T 3 0 4 I N C H S A N S E R V I C E ST A : 1 1 + 0 6 . 5 3 EL : 5 1 0 5 . 7 0 I OV E R L A N D T R 4 I N C H S A N BL O C K 4 - LO T CH E C K E D B Y AR J DR A W N B Y AR J DE S I G N E D B Y SA N I T A R Y P L A N A N D P R O F I L E 11 / 2 5 / 2 4 Ge J R E N G I N E E R I N G DA T E 1" = 3 ‘ V- S C A L E PO L E S T A R V I L L A G E 1” = 3 0 ’ PR E P A R E D E O R H- S C A L E DA T E B Y R E V I S I O N N o . Ce n t e n n i a l 3 0 3 - 7 4 0 - 9 3 9 3 • C o l o r a d o S p r i n g s 7 1 9 - 5 9 3 - 2 5 9 3 Fo r t C o l l i n s 9 7 0 - 4 9 1 - 9 8 8 8 • ww w j r e n g i n e e r i n g . c o m UN T I L S U C H T I M E A S TH E S E D R A W I N G S A R E AP P R O V E D B Y T H E AP P R O P R I A T E R E V I E W I N G AG E N C I E S , J R E N G I N E E R I N G AP P R O V E S T H E I R U S E ON L Y F O R T H E P U R P O S E S DE S I G N A T E D B Y W R I T T E N AU T H O R I Z A T I O N . PO L E S T A R G A R D E N S , I N C PO B O X 2 7 1 5 8 2 FO R T C O L L I N S , C O 8 0 5 2 1 (8 0 8 ) 4 4 3 - 9 9 5 6 A W e s t r i a n C o m p a n y SP02 PROFILE STA 10+00.00 TO 16+00.25 W P L U M S T SP01 SEE SHEET 45 AND 46 PONO WAY HAPPY HEART WAY STA: 13+27.28 STA: 11+71.35 8” PVC WTR B.O.P.: 5105.67 8” PVC SAN T.O.P.: 5102.14 CLEARANCE: 3.52’ 34" WATER SERVICE B.O.P.: 5107.73 CLEARANCE: 3.74’ STA: 13+91.57 %” WATER SERVICE B.O.P.: 5108.23 CLEARANCE: 3.48’ STA: 12+86.13 %” WATER SERVICE B.O.P.: 5107.41 CLEARANCE: 3.91’ STA: 13+47.49------- 34" WATER SERVICE B.O.P.: 5107.88 CLEARANCE: 3.66’ STA: 11+04.87 %” WATER SERVICE B.O.P.: 5105.88 ________ __ , CLEARANCE: 3.62’ ' STA: 10+84.73 B.O.P.: 51 05.82—------- EARANCE: 3.47’---------- — ELIZABETH ST GROUNDWATER BARRIER STA: 11+80.30 EL: 5100.53 PROPOSED GRADE @ C EXISTING GRADE @ £ Q 21 2 A‘- o r-u l I1L \. I ske 2 o or - 4’ 0 SAN MHSP2.1 I Q s( •• IfI NN O \ 5120 STA: 10+62.81 N: 1453174.17 E: 3104082.11 1 I i i 7 I \ SAN SERVICE STUB STA: 16+00.25 N: 1453107.07 E: 3104118.011 1h.oo L o7. \ \ oo —11 15+00 1 1 I I J j' I I I I I n0 19% I 363.10 LF 8” PVC @ 1.18% WATER SERVICE ORCHARD PL aM BTJ Uni PLUM ST ng 7A STA: 13+18.28 1.5” FIRE LINE B.O.P.: 5107.58 CLEARANCE: 3.70’ STA: 14+46.86 1.5” FIRE LINE B.O.P.: 5108.58- D.oroloo.Do CLEARANCE: 3.18’—\ I STA: 14+30.86 1.5” FIRE LINE B.O.P.: 5108.46 CLEARANCE: 3.24’ STA: 14+11.79 34" WATER SERVICE B.O.P.: 5108.38 CLEARANCE: 3.40’ 4" T /I I I I 7 STA: 14+99.91 34" WATER SERVICE B.O.P.: 5109.08 CLEARANCE: 3.05’ STA: 14+55.86 34" WATER SERVICE B.O.P.: 5108.72 CLEARANCE: 3.22’ STA: 15+03.91 34" WATER SERVICE B.O.P.: 5109.10 CLEARANCE: 3.02’ SP1.1 TT T IWi T T▲ ▲3 I 3 3II 15J 90_JI_ I____ILPd—=V —— — — (6 6L 714+0010+00- 11+00—-12+00 -13+00 4++ +++ +T T TT 56.05 LF 8” PVC 363.10 LF 8” PVC NS 000 — 9 □I___1-----1 WATER CROSSINGI “V98%9 9STA: 11+71.35 LI□k N I I I100000 0ooTonnonnononnon SP2.2 - 4’ 0 SAN MH - 4’ 0 SAN MHSP1.1l3536 42 43।E: 3 04082.21 @ 41IILL54! IT XBR••T Tsr T 1 5120 5115 m - 4’ 0 SAN MH STA: 10+73.35 N: 1453537.27 E: 3104082.21 STA: 10+77.23 N: 1453693.32 E: 3104082.24 STA: 11+61.05 N: 1453537.27 I I I I I I I I I I I I T t I I JT I I I I i------ - Te /# I T T () 1 +44 I । / SSI _____J T 1 I I I J I I I I r 111 IIII | III , i i i i j ¥ i i I i J i i i i r i ।i 6 7 ! I TT III III Di t D mmmi AM • KEY MAP SCALE: NTS + —— 46 I — + 5095 11+00 12+00 13+00 14+00 15+00 16+00 NOTES: 3. CONTRACTOR TO CONFIRM INVERT ELEVATIONS AT ALL 4. 5. ALL STATIONING IS PIPE STATIONING UNLESS NOTED 6. 7. SHALL HAVE A MINIMUM OF 12—INCHES OF VERTICAL 30 15 30 600 10. ALL SAN SERVICES ARE 4 INCHES AND 6 INCHES. ENGINEER’S STATEMENT® JR ____ JOSEPH MAI S/ONALCFOR AND ON BEHALF OF JR ENGINEERING, LLC PREPARED ENGINEERIN 8. 9. 1. 2. OTHERWISE. PLAN VIEW STATIONING WITH A "C" DESIGNATION REFERS TO STREET CENTERLINE STATIONING. ALL SANITARY PIPE SHALL BE SDR35 PVC UNLESS NOTED OTHERWISE ALL SANITARY MAINS AND SERVICES TO HAVE AT LEAST 18—INCHES OF VERTICAL CLEARANCE FROM POTABLE WATER MAINS AND STORM SEWER. SANITARY SEWER SERVICE LINES SEE SHEET 1 FOR BENCHMARK. SEE SHEET 4 FOR LEGEND. CONTRACTOR SHALL VERIFY LOCATION AND SIZE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. CLEARANCE FROM WATER MAINS AND STORM SEWER. SEE SHEET 2-3 FOR GENERAL CONSTRUCTION NOTES. SEE SHEETS 80 FOR SANITARY SEWER DETAILS. POINTS WHERE SANITARY SEWER IS PROPOSED TO CONNECT TO THE EXISTING SYSTEM PRIOR TO CONSTRUCTION. ANY DISCREPANCIES ARE TO BE REPORTED TO THE OWNER AND ENGINEER. ALL MEASUREMENTS ARE FROM CENTER OF MANHOLE TO CENTER OF MANHOLE UNLESS OTHERWISE NOTED. below. Call before you dig. PRELDMINJ/ARY NOT F©F CONTRACTOR TO VERIFY WITH MEP ENGINEER. 11. MIN SLOPE FOR SAN SERVICES IS 2%. 12. CONTRACTOR TO INSTALL 3” BLUE BOARD FOR SANITARY SEWER SERVICES LESS THEN FOUR FEET DEEP. HORIZONTAL ORIGINAL SCALE: 1” = 30’ VERTICAL ORIGINAL SCALE: 1” = 3’ COINSTRUCTIOIN.DATE COLORADO P.E.33399-------------------------------------------------9/** (6 P BEHALOR RRT7-O \ 01 53399 % 4 8” PVC @ 0.45% ) L45 i i i i J i i i i _r 0 I I I I 'o@ 2-'PVCL 4"76.10 5100 STA: 14+76.08 34" WATER SERVICE B.O.P.: 5108.88 CLEARANCE: 3.13’ 5110 5105 5100 156.05 LF 5095 10+00 SHEET 47 OF 80 39797.01JOB NO. • 5 0 9 9 . 8 7 V I N IN V I N ( N ) : 5 1 0 1 . 3 3 IN V I N ( S ) : 5 1 0 1 . 3 3 IN V I N ( W ) : 5 1 0 0 . 0 7 ST A : 1 1 + 6 1 . 0 5 RI M E L : 5 1 1 1 . 2 5 -4 0 S A N IN V : 5 1 0 2 . 0 3 SP 2 . 2 - 4 ’ 0 S A N ST A : 1 0 + 0 5 . 0 0 1 RI M E L : 5 1 1 0 . 6 3 (. V I 64 0 7 ) 1 OV E R L A N D T R ” EL : 5 1 0 2 . 3 1 RV I C E BL O C K 4 - L O T 3 6 I I I EL : 5 1 0 2 . 4 0 : 10 + 7 4 . 7 3 BL O C K 3 - L O T 4 1 4 I N C H S A N S E R V I C E 4 I N C H S A N S E I ST A : 1 0 + 9 4 . 8 7 97 MH EL : 5 1 0 2 . 6 9 ST A : 1 0 + 1 0 . 0 0 BL O C K 4 - L O T 3 4 4 I N C H S A N S E R V I C E CD inm m cn SA N S E R V I C E S T U B ST A : 1 6 + 0 0 . 2 5 RI M E L : 5 1 0 7 . 8 3 IN V O U T : 5 1 0 7 . 4 9 4 I N C H S A N S E R V I C E BL O C K 3 - L O T 4 5 I I I EL : 5 1 0 4 . 8 7 I I I I I ST A : 1 4 + 0 1 . 6 4 L: 5 1 0 4 . 3 5 E l ST A : 1 3 + 5 7 . 5 7 I EL : 5 1 0 4 . 1 1 I ST A : 1 3 + 3 7 . 3 5 4 I N C H S A N S E R V I C E LO T 4 2 B L O C K 3 - EL : 5 1 0 3 . 6 2 ST A : 1 2 + 9 6 . 2 0 BL O C K 3 - L O T 4 3 4 I N C H S A N S E R V I C E BL O C K 3 - L O T 4 4 4 I N C H S A N S E R V I C E BL O C K 4 - L O T 3 5 4 I N C H S A N S E R V I C E NV O U T : 5 1 0 5 . 6 3 I -4 0 SP 2 . 1 ST A : 1 5 + 2 4 . 1 5 I RI M E L : 5 1 1 4 . 9 9 | IN V I N ( S E ) : 5 1 0 5 . L: 5 1 0 5 . 1 1 E l ST A : 1 4 + 2 1 . 8 6 BL O C K 3 - L O T 4 6 4 I N C H S A N S E R V I C E EL : 5 1 0 5 . 8 7 ST A : 1 4 + 8 6 . 1 5 I IEL : 5 1 0 5 . 6 3 ST A : 1 4 + 6 5 . 9 3 BL O C K 3 - L O T 4 7 4 I N C H S A N S E R V I C E CH E C K E D B Y AR J DR A W N B Y AR J DE S I G N E D B Y SA N I T A R Y P L A N A N D P R O F I L E 11 / 2 5 / 2 4 Ge J R E N G I N E E R I N G DA T E 1" = 3 ‘ V- S C A L E PO L E S T A R V I L L A G E 1” = 3 0 ’ PR E P A R E D E O R H- S C A L E DA T E B Y R E V I S I O N N o . Ce n t e n n i a l 3 0 3 - 7 4 0 - 9 3 9 3 • C o l o r a d o S p r i n g s 7 1 9 - 5 9 3 - 2 5 9 3 Fo r t C o l l i n s 9 7 0 - 4 9 1 - 9 8 8 8 • ww w j r e n g i n e e r i n g . c o m UN T I L S U C H T I M E A S TH E S E D R A W I N G S A R E AP P R O V E D B Y T H E AP P R O P R I A T E R E V I E W I N G AG E N C I E S , J R E N G I N E E R I N G AP P R O V E S T H E I R U S E ON L Y F O R T H E P U R P O S E S DE S I G N A T E D B Y W R I T T E N AU T H O R I Z A T I O N . PO L E S T A R G A R D E N S , I N C PO B O X 2 7 1 5 8 2 FO R T C O L L I N S , C O 8 0 5 2 1 (8 0 8 ) 4 4 3 - 9 9 5 6 A C Know what's SEE ALIGNMENT SP01 - SHEET 45 AND SHEET 46 OHANA CIRCLE W. P L U M S T SP04 PROFILE STA 10+00.00 TO 12+68.49 SP05 PROFILE STA 10+00.00 TO 14+18.98 OHANA CIRCLE W. P L U M S T +4 26 TRACT A I —— 32\W / X 424 33V —== 23 I 1 1 IVWy V A Y A / / N A YYN yV I I H == 34 R 31 - - 4’ 0 SAN MHSP4.1 O ! / STA: 11+79.94 N: 1453431.50 E: 3103659.78 I0 Un/ 12 Ome 83.55 LF 8” PVC 9 O 9I 11 \ X o. o1 12+68 I V + + O 1 // 7°. i ! .D “X Co. %o. 5120 PROPOSED GRADE @ € x 2 STA: 11+25.69 WATER SERVICE B.O.P.: 5109.38 CLEARANCE: 3.12’ STA: 11+30.68 34" WATER SERVICE B.O.P.: 5109.48= CLEARANCE: 3.12'— 13LB «l ll- I J I 21 20 19/ 22\/SP1.5 4 0 SAN MH X 1 E: 3103602.64 — — , J&Z________L 000V10+00 11+00+ ++T T T 175.02 LF 8” PVC +| l) I th 0 | II 1718 STA: 10+00.00 N: 1453711.04 I I I I i i i i i i i i I I o o WATER CROSSING STA: 10+10.83 — T T 0% o be I J— \ \ \ \ \Q / 35 U XX // // ! SP4.2 - 4* 0 SAN MH JESTA: 12+63.49 7 N: 1453397.79 KE: 3103583.34 KEY MAP SCALE: NTS / / // // // / t - // /L A © m 5115—si ---------co 28 STA: 11+65.76 1.5” FIRE LINE B.O.P.: 5110.05 CLEARANCE: 3.02’ - 27| I I I I I STA: 13+14.45 34" WATER SERVICE B.O.P.: 5111.43 CLEARANCE: 2.28’ - EXISTING GRADE @ £ STA: 13+58.60 %” WATER SERVICE B.O.P.: 5111.81 CLEARANCE: 2.28’ 5105 5100 5115 — EXISTING GRADE @ £ __I___________ PROPOSED GRADE @ C 11+001++ a ER CROSSING |STA: 10+17.16 5115 STA: 13+99.03 —74” WATER SERVICE B.O.P CLEARANCE: 2.27’ III / 4STA: 10+10.83 8” PVC WTR B.O.P.: 5107.07C V VV I l\ D*U .. • l ~ l • I _ A 8” PVC SAN T.O.P.: 5104.05 175.02 LF 8” PVC @ 1.93% CLEARANCE: 3.03’ STA: 10+64.57 34" WATER SERVICE B.O.P.: 5108.25 CLEARANCE: 3.17’ STA: 10+69.57 %” WATER SERVICE B.O.P.: 5108.35= CLEARANCE: 3.1 7'— V EI I +I I STA: 13+78.74 — 34” WATER SERVICE B.O.P.: CLEARANCE: 2.27’ 5120 X J 3 T 16 13 |J L J—t i l I I I E:3 15 03445.26 14 3 SP5.1 - 4’ 0 SAN MH STA: 11+75.02 N: 1453634.46 5110 STA: 12+94.16 3" WATER SERVICE B.O.P.: 5111.25 CLEARANCE: 2.29’ STA: 12+74.01 34" WATER SERVICE B.O.P.: 5111.08 CLEARANCE: 2.29’ । - 1 1U 1 3 p d !d /I - 31.58 LF 8” PVC I I d l I I I I I I I I I I I I I I I I 1 n H SP5.2 - 4’ 0 SAN MH STA: 12+06.60 N: 1453604.39 E: 3103435.62 E R L_L I I — I I rr i i —T — Lu O 7 7 /C \ 26 \ \ 25 C \ 24 23 v 21 20 19 O I \ \ \ \ \ \N // /// // // /// // // // / // I \ \ I I I I // /// // / L// // // // O /// 7// /. // 31.58 LF 8” PVC @ 1.84% 6 I ! 37 ! 89gg SP1.3 - 4’ 0 SAN MH-— STA: 10+06.92 ) LH 73.02 LF 8” PVC----------_u_U // / TN: 1453584.48 E: 3103740.60, -5105 J 55 LF 8" PVC 9 0.97783. 5115 STA: 11+17.07 WATER SERVICE B.O.P.: 5110.88 CLEARANCE: 3.22’ -207.38 LF 8” PVC @ 0.88% 5100 12+00 12+68 30 15 0 30 I© | below. Call before you dig. HORIZONTAL ORIGINAL SCALE: 1” = 30’ VERTICAL ORIGINAL SCALE: 1” = 3’ 811 5110 STA: 11+60.16 34" WATER SERVICE B.O.P.: 5111.73 CLEARANCE: 3.63’ 5110 .: 5112.16 5111.98 5105 GROUNDWATER BARRIER — STA: 10+13.42-J EL: 5104.91 10+00 11+00 NOTES: 3.CONTRACTOR TO CONFIRM INVERT ELEVATIONS AT ALL 4. 5. ALL STATIONING IS PIPE STATIONING UNLESS NOTED 6. 7. SHALL HAVE A MINIMUM OF 12—INCHES OF VERTICAL 10. ALL SAN SERVICES ARE 4 INCHES AND 6 INCHES. 8. 9. 1. 2. STA: 10+17.16 8” PVC WTR B.O.P.: 5108.63 8” PVC SAN T.O.P.: 5106.66 CLEARANCE: 1.97’ OTHERWISE. PLAN VIEW STATIONING WITH A "C" DESIGNATION REFERS TO STREET CENTERLINE STATIONING. ALL SANITARY PIPE SHALL BE SDR35 PVC UNLESS NOTED OTHERWISE ALL SANITARY MAINS AND SERVICES TO HAVE AT LEAST 18—INCHES OF VERTICAL CLEARANCE FROM POTABLE WATER MAINS AND STORM SEWER. SANITARY SEWER SERVICE LINES SEE SHEET 1 FOR BENCHMARK. SEE SHEET 4 FOR LEGEND. CONTRACTOR SHALL VERIFY LOCATION AND SIZE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. CLEARANCE FROM WATER MAINS AND STORM SEWER. SEE SHEET 2-3 FOR GENERAL CONSTRUCTION NOTES. SEE SHEETS 80 FOR SANITARY SEWER DETAILS. POINTS WHERE SANITARY SEWER IS PROPOSED TO CONNECT TO THE EXISTING SYSTEM PRIOR TO CONSTRUCTION. ANY DISCREPANCIES ARE TO BE REPORTED TO THE OWNER AND ENGINEER. ALL MEASUREMENTS ARE FROM CENTER OF MANHOLE TO CENTER OF MANHOLE UNLESS OTHERWISE NOTED. STA: 10+77.45 34" WATER SERVICE B.O.P.: 5110.24 CLEARANCE: 2.97’ CONTRACTOR TO VERIFY WITH MEP ENGINEER. 11. MIN SLOPE FOR SAN SERVICES IS 2%. 173.02 LF 8” PVC @ 1.00% 51 OOH-------------------- \ 10+00 5095 11+00 12+00 13+00 14+0014+19 to / / y /s y / 60 EL: 5102.81 5100 5105 12. CONTRACTOR TO INSTALL 3 BLUE BOARD FOR SANITARY SEWER SERVICES LESS THEN FOUR FEET DEEP. GROUNDWATER BARRIER STA: 10+27.22----- — ELIZABETH ST TRACT A I 1 ! - 4’ 0 SAN MH 2 rr । । । । , N: 1453422.14 E: 3103534.58 | SP5.3 STA: 14+13.98 A 5095 10+00 H I ORCHARD PL £ pT4D it it T -PLUM ST ‘A g* ENGINEER'S STATEMENT RearerRAJR O2 3399 Q ..CONSTRUGTIOIN.DATGJOSEPH MAI S/ONALCCOLORADO P.E. 00033 FOR AND ON BEHALF OF JR ENGINEERING, LLC PREPARED ENGINEERIN Z X PRELDMINJ/AMRY [NOT FOR SHEET 48 OF 80 39797.01JOB NO. 20 7 . 3 8 L F 8 ” P V C T | I I TI i I I 11 T I —SA N M H IN V O U T : 5 1 0 2 . 9 5 IN V I N ( N W ) : 5 1 0 3 . 1 5 IN V I N ( S W ) : 5 1 0 3 . 1 5 ST A : 1 0 + 0 0 . 0 0 RI M E L : 5 1 1 2 . 8 9 Il I I I I SP 1 . 3 - 4’ E- - - - - - - - - 4 ' 0 SA N .3 ( I — I I I I ST A : 1 4 + 0 8 . 9 8 EL : 5 1 0 9 . 9 8 -- - - - - —-- - - - - - - - - IiNV O U T : 5 1 0 1 . 6 7 I ii I । IN V I N ( S W ) : 5 1 0 5 . 7 9 IN V I N ( N W ) : 5 1 0 2 . 0 0 CDC ST A : 1 0 + 0 6 . 9 2 RI M E L : 5 1 1 4 . 5 0 II — 4 0 S A N RV I C E 29 ST A : 1 3 + 8 8 . 6 9 BL O C K 3 - LO 4 I N C H S A N S E -- - - - - - - - - - 1-- - - 08 6 0 9 : 1 (I N V OU T : 5 1 0 8 . 5 3 SP 4 . ST A : RI M E L : 5 1 1 6 . 4 9 IN V I N ( S W ) : 5 1 0 7 . 7 2 IN V O U T : 5 1 0 7 . 5 2 SP 4 . 2 - 4 * 0 S A N M H ST A : 1 2 + 6 3 . 4 9 RI M E L : 5 1 1 7 . 5 7 - 4 0 S A N M H 1+ 7 9 . 9 4 CCD I NV O U T : 5 1 0 9 . 3 4 ST A : 1 4 + 1 3 . 9 8 RI M E L : 5 1 1 7 . 0 6 I I I T 07 . 3 1 IN V O U T : 5 IN V I N ( S E ) : 5 1 0 7 . 5 1 P5 . 2 - 4 ’ 0 S A N M H S I I I I I ST A : 1 2 + 0 6 . 6 0 RI M E L : 5 1 1 5 . 3 5 RV I C E 4 I N C H S A N S E BL O C K 3 - LO T 3 0 I 113 + 2 4 . 3 9 BL O C K 3 4 I N C H S ST A : 1 3 + 6 8 . 5 4 EL : 5 1 0 9 . 6 2 LO T 3 1 SE R V I C E ’A : 1 3 + 0 4 . 1 0 .: 5 1 0 9 . 0 5 BL O C K 3 - 4 I N C H S A N ST A : EL : 5 RV I C E T 3 2 4 I N C H S A N S E R V I C E BL O C K 3 - L O T 3 3 ST A : 1 2 + 8 3 . 9 6 EL : 5 1 0 8 . 8 7 | RV I C E 4 I N C H S A N S E I LO C K 3 - L O T 3 4 B 4 I N C H S A N S E R V I I L: 5 1 0 6 . 5 9 El RV I C E 6 BL O C K 3 - L O T 3 E L : 5 1 0 6 . 1 ST A : 1 1 + 1 5 . 6 9 4 I N C H S A N S E R V I C E 9 BL O C K 3 - L O T CE 4 I N C H S A N S E R V I BL O C K 3 - L O T 1 7 BL O C K 3 - L O T 1 5 4 I N C H S A N S E R V I C E BL O C K 3 - L O T 2 0 4 I N C H S A N S E R V I C E ST A : 1 1 + 1 3 . 1 9 EL : 5 1 0 6 . 0 9 | ST A : 1 0 + 7 9 . 5 8 EL : 5 1 0 5 . 4 8 | ST A : 1 0 + 8 1 . 5 8 EL : 5 1 0 5 . 5 2 | 4 I N C H S A N S E I ST A : 1 1 + 4 0 . 6 9 ST A : 1 1 + 4 3 . 1 9 EL : 5 1 0 6 . 6 3 I B L O C K 3 - L O T 1 I .5 9 E L : 5 1 IN V O U T : 5 1 0 6 . 5 2 ST A : 1 1 + 8 5 . 0 2 IN V I N ( S ) : 5 1 0 6 . 7 2 SP 5 . 1 - 4 ’ 0 S A N M H BL O C K 3 - L O T 1 3 4 I N C H S A N S E R V I C E ST A : 1 1 + 7 5 . 0 2 RI M E L : 5 1 1 4 . 8 4 ST A : 1 1 + 5 3 . 7 7 EL : 5 1 0 6 . 8 2 - - - - EL : 5 1 0 8 . 4 9 ST A : 1 1 + 8 7 . 9 4 BL O C K 3 - L O T 3 6 6 I N C H S A N S E R V I C I BL O C K 3 - L O T 3 5 6 I N C H S A N S E R V I C I ST A : 1 2 + 5 8 . 4 9 EL : 5 1 0 9 . 1 7 L: 5 1 0 7 . 8 7 E l ST A : 1 1 + 4 5 . 1 4 EL : 5 1 0 7 . 7 7 ST A : 1 1 + 3 5 . 1 4 4 I N C H S A N S E R V I C E BL O C K 3 - L O T 2 7 EL : 5 1 0 7 . 3 3 ST A : 1 0 + 9 1 . 8 9 BL C O K 3 - L O T 2 8 4 I N C H S A N S E R V I C E BL O C K 3 - L O T 2 6 4 I N C H S A N S E R V I C E - L O T 1 8 ST A : 1 0 + 5 4 . 5 8 EL : 5 1 0 5 . 0 3 | BL O C K 3 - L O T 2 1 4 I N C H S A N S E R V I C •1 1 BL O C K CE 4 I N C H S A N S E R V I 22 ST A : 1 0 + 5 2 . J EL : 5 1 0 4 . 9 9 BL O C K 3 - 4 I N C H S A N 14 + 0 0 6 l + v I - Ol | i I CX I \ N (D CO CX I i I I I o OV E R L A N D T R ’ CDN) CH E C K E D B Y AR J DR A W N B Y AR J DE S I G N E D B Y SA N I T A R Y P L A N A N D P R O F I L E 11 / 2 5 / 2 4 Ge J R E N G I N E E R I N G DA T E 1" = 3 ‘ V- S C A L E PO L E S T A R V I L L A G E 1” = 3 0 ’ PR E P A R E D F O R H- S C A L E DA T E B Y R E V I S I O N N o . Ce n t e n n i a l 3 0 3 - 7 4 0 - 9 3 9 3 • C o l o r a d o S p r i n g s 7 1 9 - 5 9 3 - 2 5 9 3 Fo r t C o l l i n s 9 7 0 - 4 9 1 - 9 8 8 8 • ww w j r e n g i n e e r i n g . c o m UN T I L S U C H T I M E A S TH E S E D R A W I N G S A R E AP P R O V E D B Y T H E AP P R O P R I A T E R E V I E W I N G AG E N C I E S , J R E N G I N E E R I N G AP P R O V E S T H E I R U S E ON L Y F O R T H E P U R P O S E S DE S I G N A T E D B Y W R I T T E N AU T H O R I Z A T I O N . PO L E S T A R G A R D E N S , I N C PO B O X 2 7 1 5 8 2 FO R T C O L L I N S , C O 8 0 5 2 1 (8 0 8 ) 4 4 3 - 9 9 5 6 Know what's A W e s t r i a n C o m p a n y EX_SAN SEWER PROFILE STA 10+00.00 TO 17+96.92 LO C U S T G R O V E D R I V E W ORCHARD PL PO L E S T A R W A Y I \ WATER CROSSING STA: 10+94.69 -—cRr in II ml ■ - dl —W I E: 3104012.15 STA: 11+56.36 VV 4’ 0 SAN MH T STA: 11+46.03 H N: 1454227.25~^ I I I G + ) 1C / WATER CROSSING? □E n m—II—il T I I I I _ W —— W— 4' 0 SAN MH STA: 10+00.00 N: 1454224.45 E: 3104158.15 KEY MAP SCALE: NTS 444 -----—--------------------------251.72 LE 12 PVC S^r--S=--9-S-—S—S-----+S-----— — ^\+Q^46.03 LE 12" VCP f=F0 V ORCHARD PLT II — — 10+00 —==—= 12+00 FT—51— 13+00 6 R CROSSING TA: 14+36.21- -------- 1 I I I j S W 7 4’ 0 SAN MH E: 3103760.43 STA: 13+97.76_ N: 1454229.59- - S—+tS— 15+00 1 —L S— TE S 5 StS 4+00 S— 12" PVC Ko, ! । 7 _---------- <3‘ 0,°,E E C 1 s— 399.16 LF - A 5105T --J L VCP g i ■1.34% 4 0,0 O) 1 STA: 13+96.51 EX RIM.: 5111.84 EG.: 5111.33 ADJUST:-0.52’ @) A 2.35 FT OF VERT. CLEARANCE CONTRACTOR TO INSTALL 4 INCHES OF BLUE BOARD MIN. ABOVE PIPE /\ I 1 2 4 OUTLOT A STA: 11+99.78 WATER SERVICE T.O.P.: 5104.67 CLEARANCE: 1.50’ tJ 251.72 LF 12” PVC @ 0.40%o 3 I i EXISTING GRADE @ £ PROPOSED GRADE @ C 5 399.16 LF 12” PVC @ 0.38% 5100t 10+0011+0012+0013+0014+00 30 6015030 ® _ • 811 STA: 11+56.36 6” PVC WTR T.O.P.: 5104.49 12” PVC SAN B.O.P.:51O6.OO CLEARANCE: 1.51’ STA: 10+94.69 8” PVC WTR T.O.P.: 5103.41 12” VCP SAN B.O.P.: 5105.22 CLEARANCE: 1.81’ STA: 10+99.63 34" WATER SERVICE T.O.P.: 5103.75 CLEARANCE: 1.54’ STA: 11+09.65 %” WATER SERVICE T.O.P.: 5103.88 CLEARANCE: 1.53’STA: 13+49.95 %” WATER SERVICE T.O.P.: 5105.27 CLEARANCE: 1.50’ HORIZONTAL ORIGINAL SCALE: 1” = 30’ VERTICAL ORIGINAL SCALE: 1” = 3’below. Call before you dig. 1 3 S— C T 15+0016+0017+00 STA: 14+74.62 34” WATER SERVICE T.O.P.: 5105.90 CLEARANCE: 1.50’ STA: 15+75.89 %” WATER SERVICE T.O.P.: 5106.28 CLEARANCE: 1.50’ STA: 14+36.21 6” PVC WTR T.O.P.: 5105.75 12” PVC SAN B.O.P.: 5107.25 CLEARANCE: 1.50’ STA: 15+96.20 34” WATER SERVICE T.O.P.: 5106.36 CLEARANCE: 1.50’ STA: 16+45.89 %” WATER SERVICE B.O.P.: 5110.11 CLEARANCE: 1.00’ (4) STA: 17+95.67 EX RIM.: 5115.77 FG.: 5116.05 ADJUST:+0.28’ 4r ‘e. [ 4D — ELIZABETH ST 5110 ORCHARD PL £I T PLUM ST 77/ "“@3 OZJ NOTES! INVERT ELEVATIONS AT ALLCONTRACTORTO CONFIRM3. 4. NOTEDSTATIONINGUNLESSSTATIONINGISPIPE5. ALL 6. 7. OF 12—INCHES OF VERTICALHAVE A MINIMUMSHALL INCHES.4 INCHES AND 6SANSERVICES ARE10. ALL 2 1 H / ~ E: 3103361.32 7 ## LLJ 3-----+S-—T 17+00 8. 9. 1. 2. OTHERWISE. PLAN VIEW STATIONING WITH A "C" DESIGNATION REFERS TO STREET CENTERLINE STATIONING. ALL SANITARY PIPE SHALL BE SDR35 PVC UNLESS NOTED OTHERWISE ALL SANITARY MAINS AND SERVICES TO HAVE AT LEAST 18—INCHES OF VERTICAL CLEARANCE FROM POTABLE WATER MAINS AND STORM SEWER. SANITARY SEWER SERVICE LINES SEE SHEET 1 FOR BENCHMARK. SEE SHEET 4 FOR LEGEND. CONTRACTOR SHALL VERIFY LOCATION AND SIZE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. CLEARANCE FROM WATER MAINS AND STORM SEWER. SEE SHEET 2-3 FOR GENERAL CONSTRUCTION NOTES. SEE SHEETS 80 FOR SANITARY SEWER DETAILS. POINTS WHERE SANITARY SEWER IS PROPOSED TO CONNECT TO THE EXISTING SYSTEM PRIOR TO CONSTRUCTION. ANY DISCREPANCIES ARE TO BE REPORTED TO THE OWNER AND ENGINEER. ALL MEASUREMENTS ARE FROM CENTER OF MANHOLE TO CENTER OF MANHOLE UNLESS OTHERWISE NOTED. 4’ 0 SAN MH STA: 17+96.92-------------- N: 1454235.90 CONTRACTOR TO VERIFY WITH MEP ENGINEER. 11. MIN SLOPE FOR SAN SERVICES IS 2%. 12. CONTRACTOR TO INSTALL 3” BLUE BOARD FOR SANITARY SEWER SERVICES LESS THEN FOUR FEET DEEP. - S — ©— 17+97 OF 80SHEET 49 39797.01JOB NO. ENGINEER'S STATEMENT sertyJR 3399 JOSEPH MAI COLORADO P.E. 00099 FOR AND ON BEHALF OF JR ENGINEERING, LLC PREPARED ENGINEERIN PRELJIOINLANRY [NOT FOR .0 2. CONSTRUGTDON/NA* — ' S/0NA1C7 _ LJ 34” WATER 5105 5100 17+97 STA: 17+55.89 SERVICE B.O.P.: 5111.05 CLEARANCE: 1.52’ (3) (2) I LO U I S E L N C -- - - - - - - 5 k -- - - - - - W — — W-- - - - - - - - - W — — I -- - - - - - M - - - - - - - - - - - \ A I I O EL : 5 1 ST A : o) T EL : 5 1 0 6 . 7 5 I 4 I N C H S A N S E R V I C E BL O C K 4 - LO T 8 / I T I I I I BL O C K 4 - L O T 9 4 I N C H S A N S E R V I C E I I O G / 4 I N C H ST A : 1 1 + 2 9 . 6 9 ST A : 1 1 + 4 6 . 0 3 +6 9 0 I S 3 H O A M "G O L G ( M ) N I A N I +0 0 L L G 7 1 / 8 1 — L O T 8 SA N S E R V I C E - ST A : 1 1 + 2 9 . EL : 5 1 0 6 . 7 5 CD LO LO /N V I N ( W ) : 5 1 0 3 . 9 9 I RI M E L : 5 1 0 8 . 4 1 06 . 1 5 0+ 8 4 . 6 9 / / / 00 0 0 + 0 L : v i s HH N V S 0 . + I I I L 4 0 S A N M H +9 ' L L L G n S A L L 66 ' 9 0 L G :1 H O A N I +L 7 O L G : ( N ) N I A N / +L 7 0 L G : ( M) N I A N i L: 5 1 0 7 . 3 5 ElST A : 1 2 + 2 9 . 6 9 4 I N C H S A N S E R V I C E CO C K 4 - L O T 6 BIEL : 5 1 0 7 . 5 0 ST A : 1 2 + 6 5 . 6 9 I I I EL : 5 1 0 7 . 8 9 ST A : 1 3 + 6 4 . 3 5 / / / BL O C K 4 - L O T 5 4 I N C H S A N S E R V I C E BL O C K 4 - L O T 7 4 I N C H S A N S E R V I C E I 1 1 T 4 I N C H S A N S E R V I C E LO C K 4 - B 4’ 0 S A N M H ST A : 1 3 + 9 7 . 7 6 07 . 1 5 EL : 5 ST A : 1 1 + 7 9 . 6 9 I I I EL : 5 1 0 8 . 2 1 ST A : 1 4 + 0 7 . 7 6 IR V I C E 4 I N C H S A N S E I BL O C K 2 - L O T I I L: 5 1 0 8 . 3 9 E T ST A : 1 4 + 5 6 . 3 5 / I II V } l I 08 . 5 : 5 ER V I C E IN C H S A N S I K 1 - L O T 6 EL : 5 1 0 8 . 7 5 ST A : 1 5 + 4 9 . 6 9 4 I N C H S A N S E R V I C E BL 4 - L O T 1 1 I . II C 1 CD ma w _ z — — — — CD00 -l co l l 1 +1- t r r 3 SA N S E R V I C E 4 - LO T 3 I EL : 5 1 0 8 . 5 5 ST A : 1 4 + 9 7 . 6 9 1 4 I N C H S A N S E R V I C E BL O C K 4 - L O T 2 I 1/ 1 EL : 5 1 0 8 . 7 6 ST A : 1 5 + 5 4 . 6 9 1 / CE I EL : 5 1 0 8 . 9 8 ST A : 1 6 + 1 0 . 9 0 4 I N C H S A N S E R V I C E .O T 4 \ BL O C K 1 - L O T 5 4 I N C H S A N S E R V I I T I / / I _I I I I I I I I I iI II I EL : 5 1 0 9 . 2 9 ST A : 1 6 + 9 4 . 8 9 4 I N C H S A N S E R V I C E BL O C K 3 - LO T 2 EL : 5 0 9 . 4 5 ST A : 7 + 3 7 . 0 8 4 I N C H S A N SE R V I C E OT A . 4 “ 7 1 - 7 5 7 A o 1 BL O C K 1 LO T 2 I I I I I EL : 5 1 0 9 . 4 9 ST A : 1 7 + 4 5 . 9 0 4 I N C H S A N S E R V I C E BL O C K 3 - L O T 1 4 I N C H S A N S E R V I C E BL O C K 1 - L O T 1 T CD CN CD CD I I t ST A : 1 7 + 7 3 . 5 8 EL : 5 1 0 9 . 5 9 I I 4 0 S A N M H ST A : 1 7 + 9 6 . 9 2 RI M E L : 5 1 1 5 . 7 7 IN V I N ( W ) : 5 1 0 8 . 7 5 IN V O U T : 5 1 0 8 . 6 5 OV E R L A N D T R IT /I CM : 51 0 9 . 2 6 ST A : 1 6 + 8 4 . 6 4 -1 _ —I f / 1 I BL O C K 1 - L O T 3 4 I N C H S A N S E R V I C E 4 /■ 11 CH E C K E D B Y AR J DR A W N B Y AR J DE S I G N E D B Y SA N I T A R Y P L A N A N D P R O F I L E 11 / 2 5 / 2 4 Ge J R E NG I N E E R I N G DA T E 1” = 3 ’ V- S C A L E PO L E S T A R V I L L A G E 1" = 3 0 ‘ H- S C A L E PR E P A R E D F O R RE V I S I O N N o . DA T E B Y Ce n t e n n i a l 3 0 3 - 7 4 0 - 9 3 9 3 • C o l o r a d o S p r i n g s 7 1 9 - 5 9 3 - 2 5 9 3 Fo r t C o l l i n s 9 7 0 - 4 9 1 - 9 8 8 8 • ww w j r e n g i n e e r i n g . c o m UN T I L S U C H T I M E A S TH E S E D R A W I N G S A R E AP P R O V E D B Y T H E AP P R O P R I A T E R E V I E W I N G AG E N C I E S , J R E N G I N E E R I N G AP P R O V E S T H E I R U S E ON L Y F O R T H E P U R P O S E S DE S I G N A T E D B Y W R I T T E N AU T H O R I Z A T I O N . PO L E S T A R G A R D E N S , I N C PO B O X 2 7 1 5 8 2 FO R T C O L L I N S , C O 8 0 5 2 1 (8 0 8 ) 4 4 3 - 9 9 5 6