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HomeMy WebLinkAbout1.11 Proposed facilityc31 wl 7180 7178 7178 7180 EXIST. FENCE ▪ r� I LEASE AREA BOUNDARY i K -- 3 I p 0lANT O 1I 7 usTK L G 1 O O r Ej I U TK -2 LUBE OIL III U/G UTILIiY�� 1 CORRIDOR I ESE) VALVE .=-".. 1- N � g � - Io �0 � ¢ a STATION PAD AREA 4) UNIT ( NOTE 3 ) IA -L (NOTE 3) U/G ELECT. �T1 ❑ TR -500 NON- POTABLE 'NiR T'K CONTROL /!ACC UT1U ULOINO N PLAM NORM 0 1o. 20' 40' 50' 1 �d SCALE: 1.20' � STATION 1.1 1— - o _q- _ 0 (HEsTRoom PTIC I LEACH i_ -Sr- -1 TX ECHAINBER1 v 7180— b -- 11.P, FINISH GRADE ELEV.= 7150.0' • TRUCK TURNAROUND - AREA / dENERATOR U/G GAS (NOTE 3) I0L UAL \ 15ATION VALVES INLET SEPARATOR V -100 - r V-200 20 DISCHARGE COAL ES C ER (NOTE 3) 5 -201 120' -3° SILENCER B /DOWN S -101 UNIT O R/DOWN SILENCER SLEEPER RACH SK -100 FUEL GAS S �CRAVEL PAO f (NOTE 1) IRT_QATION CULVERT 7176 I I._ 1 I I 1 I _ I 37'25 09' W 1456.66` - X O 0 w ' 2.7�, O 4 d LJ 0 0 LJ 0 0 + "'1 GENERAL NOS IRRIGATION DIVERTER BOX 1. SNOW STORAGE AREA IS ALONG THE SOUTH SIDE OF SITE. 2. ALL TRUCK LOADING /UNLOADING WILL BE DONE ON SITE. 3. CRANE STAGING AREA DURING CONSTRUCTION. 4. CONSTRUCTION MATERIAL STAGING AREA. REVISION DESCRIPTION CHI( APP DATE REV REVISION DESCRIPTION APP DATE 0 ANAL DRAWINGS KLV PJS W 6/20/13 3, 1 ., Gas _ _/_� ENGINEERING �;�(, SERVICES, LLC REVISED ISSUED FOR CONSTRUCTION PROJECT NO.: CO 180 4D 010 SPRING VALLEY COMPRESSOR STATION SITE PLAN CALL UTILITY NOTIFICATION CENTER OF COLORADO 1 -800- 922 -1987 CALL 2.0051NES5 DAYS IN AOVANCE BEFORE YOU DIG, GRADE. OR EXCAVATE FOR TOE MARKING OF UNDERGROUND MEMBER UTILITIES. CAUTION - NOTICE TO CONTRACTOR 1NE CbJTLAClop Is sp./MEANT Ourt)oFED OW TEE L0 01105 MOOR ELEVATION OF EI]STIGV11L17ES As MOUE 02151596 PLANS IS BASED ON RECORDS of THE YAHOOS 6TA1YT COAPIMES 7110.11SERE P09 MINE MEASVAFNENTS TAKE I. EV 00 HELD. HE IN 00EAIIO1IS M7 705E RELIED ON AS BEING EXACTOR COMPLETE. 1RE COITRACTOR WO-EC/1i THE DMA_ 1411L3TY L0000146 CENTER AT LEAST 4I ICONS BEFORE ANY EIDVATI0N TO REOLE6' EXACT FIELD LOCARDNS O TIE MMES. R snL BE THE RESPONSIBILITY OF 110 CONTRACTOR TO RELOCATE ALL £116010 WWI ES ONCH COmICT WTNTE PROPOSED 14674547£1412 9H0171210N11E PLANS. THE CONTRACTOR SHELL BE RESPONSIBLE FOR FNY 0180016 70 EMS DNS O+0577EUFRTS ANDIU7eI11E5 AND ARALL REPNR 1711 DMNAGE Al Ns Ern 1 1. INICORNER 5E011002 1996 BUM ALLIIIIRIMCAP LEGEND - LEASE LINE - - - EASEMENT UNE EXIST. POWER POLE - - -- EXIST. EDGE OF ROAD PROP. EDGE OF ROAD 5452.00 EXIST. CONTOUR -�- 6452 - ' PROP. CONTOUR 4:1 PROP. SLOPE SUSS PROP. ELEV. SPINIER GRADE) EXIST. OVERHEAD ELECTRIC UNE EXIST. GAS LINE - -. - PROP, IRRIGATION PIPE PROPOSED BUILDING GENERAL NOTES 1, REFER 30 SHEET 0304 FOR GENERAL NOTES. 2. SNOW STORAGE ALONG THE ACCESS ROAO SHALL BE ON THE OOM4HILL SLOPE OF THE ROAD. REFER TO PLANS UNDER SEPARATE COVER FOR DELINEATION OF SNOW STORAGE AREAS ASSOCIATED WITH THE COMPRESSOR SITE. ER1- 35 N�w55ROFD� - ,. ,�� �/ *1'4°44 SI° 114S 0$*. jibtegeogoolffilirift4) i i sets o�: TYP. *Woo* 1821 � ®. O DI 000 7350 HIGH PT STA. 0•3000 PLAN 0 +00 TO 10 +60 1>QT 7345--- - T73E- 2334- 7332,' 7330- 7331 •326- 7320 ---... NII- 7310- nc2- 706- 2730-.. T34i 7300 - 7796- T755 ma- m2- -- 7290 - -- ENE- 7265 - 126 - ne 7200-- - n16- 1715 - Ma- nn- • 722C-- »6.3-I 7Ad- 726 PVI STE /1425.0D PSI ELEV.7325.50 N.15.130 EVC1154.00 -730 - 7341 • -734' 10 - 7157 --7334 - 1232 7300 CENTERLINE LINE TABLE LONE LENGTH DEARING L1 23.30' 047' 55' 19'W L2 116.85' 531' 25'66"E L9 163.68' 515' 56' OM LE 75.72' 532' 26'61"£ L5 137.34' 623.43' 00E L8 107 EY 521. 12' 45W L7 67,48' 59' 1D 17W L6 24.52' 512' 5073W L10 2207' Sr 12. S7W L11 91.18' 07' 55'28W L12 170.99' 01. 34' 35'E L13 76.60 0I6.5754'$ L14 32.16' SIT 45'47E L15 23.32' 63.11' 18.E NORTH SCALE 1"-40.0 CENTERLINE CURVE TABLE CURVE LENGTH Radom DELTA CHORD DIRECTION CHORD LENGTH CI 62.33' 45.00 79'2117 or It Elm 5740 C1 554.60 573.07 1027'51- 823.42.07E 154,18' C9 84.47' 326.71' 16.27'50 524' 52'04'E 94.14' C4 57.49' 9511' 11'0705' 228' 52' 33'E 17.40 CS 61.14' 255.00 11'2877" 517' 44' 95•E 51.08' C8 10714' 165.00' 33'1740 Sr 2027W 105.74' C7 54.28' 19550 18.5335 530 39' 2TW 6395 CO 36.68' 105 50 30'55'40 024' 76' 11'W 56.00 C9 1531' 795.00' 30005' 811' 57 5705 19.31' CIO 38.51' 203.00' 1014227' S7' 94'10W 76.25 C11 29.39' 295.05 5'42'07' 25' 04' 17W 29.30 C12 50.01 905.00 030'04' 52'1027'W 50.52' C13 77.63' 455.20' 78.41'42' 615' 55.27E 76.62' C14 45.57' 185.00 I 3'2314' 023' 34' 35"E 45.47' C15 2721' 29505 4•07'07' 014. 45' 21'E 21.20 CID 49.31' 265.00' 0•3037 57.5029.E 492S 017 27.30 80.047 103560' 512' 58'05-£ 77.72 CONSTRUCTION NOTES RU N N O 1 CAUTION 11 . UNDERGROUND UTIUEY. CONTRACTOR SHALL VERIFY VERTICAL AND HORIZONTAL LOCATION OF EXISTING UTILITY PRIOR TO CONSTRUCTION AND COORDINATE THE PROVISION OF PROTECTION. COVER, ANDAR RELOCATION OF UTILITY AS NECESSARY TO MEET UTILITY PROVIDER REOLIRELIENTS. O EXISTING PRIVATE IRRIGATION DITCH TO BE REMOVED. CONTRACTOR SHALL COORDINATE CONSTRUCTION SCHEDULE WITH DITCH OVINERIOPERATOR PRIOR TO REMOVAL O CONSTRUCT IRRIGATION PIPE, CLEANOUTS. AND ASSOCIATED APPURTENANCES. RE. PLANS UNDER SEPARATE COVER. O APPROXIMATE ALIGNMENT AND CONNECTON POINTS FOR PROPOSED UNDERGROUND ELECTRIC SERVICE. CONTRACTOR SHALL VERIFY EXACT SIZE, ALIGNMENT AND CONNECTION POINT WITH THE UTILITY PROVIDER ARP COORDINATE AND INSTALL REOUIREO INSTALLATIONS {INCLUDING, BL37 NOT LIMITED TO TRENCHING. CONDUIT. PULL BOXES. POLES, GIN WARES. ETC -) AS NECESSARY PRIOR TO CONSTRUCTION. O APPROXIMATE ALIGNMENT ANO CONNECTION POINTS FOR PROPOSED OVERHEAD ELECTRIC SERVICE. CONTRACTOR SHALL SERFS' EXACT SIZE, ALIGNMENT AND CONNECTION POINT WITHTHE UTIUTY PRONGED AND COORDINATE AND INSTALL REONRED INSTALLATIONS IINCL910ING,9UT NOT LIMJTEO TO. TRENCHING. CONDUIT. PULL BOXES POLES, 015+ WIRES, ETC.) 65 NECESSARY PRIOR TO CONSTRUCTION. © CONSTRUCT SCALE. RE' DETAIL, SHEET C308. O INSTALL RIPRAP PROTECTION RE' DETAIL, SHEET C304. O CONSTRUCT GRADING TO TRANSITION PR OpOSEO ACCESS ROAD TO EXISTING AGRICULTURAL ACCESS ROAD. O CONSTRUCT ACCESS ROAD. RE, TYPICAL SECTION, SHEET 0304. 10 INSTALL C14ECA DAMS EVERY 50-FEET THROUGHOUT FILL SECTION AHD IMMEDLAT ELY DOWNSTREAM OF ALL CULVERT ENTRANCES AS SHOT'RI. RE. DETAIL, SHEET C304. 11 EXISTING IRRIGATION DITCH TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION. 12 CONSTRUCT LOCALIZED GRADING TO PROVIDE PEDESTRIAN ANO VEHICULAR ACCESS 70 FACIUTI ES. GRAOING SHA1J. MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDINGS. 43 INSTALL 14' CULVERT UNDER ROAD. 17 MIN. COVER OVER PIPE. STEEL PIPE. SCN STD. Q INSTALL IRRIGATOR DIVERT ER BOX. RE' SHEET F-300 UNDER SEPARATE COVER. C> CONSTRUCT GRAVEL PULL OUT LANE AS APPROVED BY GARFIELD COUNTY. 12+7- 226a- no- 7260 -3- { I PROFILE 0 +00 TO 4 +00 HORIZONTAL SCALE' VERTICAL SCALE', 1' = 400 1- • 10' -0' 0+09 1+00 2+00 340D -7m -7016 - 22N - -77n - :17o -2766 - 1755 -l34 - TM 726' 4 +00 1x44- T764- 7240 -L-- 7155- 1235- 7234 - - 1113- 7230- 1276- - - 722f- rxA- 7220l- 2x1,' 7214- 7312- 721 ,4S ARGPO l�NG STD'_ PROFILE 4 +00 TO 10 +60 HORIZONTAL SCALE' VERTICAL SCALE: 1 • 40'-0- 7300 72PS US. 791 x280 7271 rna nee 7260 1256 1263 7746 ISO 7240 236 045 723. 2230 2x6 '727 7724 7722 7220 7211 16 5 +00 6 +00 7 +00 9+00 10400 7210 10 69 Sterling Design Associates, llc CNIE ENGINEERS- LANDSCAPE ARCHITECTS 3029W.LId.41o154. I1110 LXd•1Rn CO 139110 303.79+.1727 p1. W 714.L,0e:enADDO704.3.0 PREPARESIAIOER 7'4 SEES] SIFERL'LSI0NOF AT Y. KVEII COL ORA 00 REOI S 1R4T1011NO 73211 FOR 6 ON BEIELP Of STERLING DESIGN ASSOCIATES, LLC 6T[R6103122E6I511 A55o1ATES. LM REV REVISION DESCRIPTION BY CHK APP DATE REV REVISION DESCRIPTION BY CHK APP DATE NOT APPROVED FOR CONSTRUCTION UNLESS SIGNED AND DATED. DESTROY ALL PRINTS BEARNG EARLIER DATE AND /OR REVISION N( PROJECT APPROVAL °"a Gay source 'ARR� wwP ACCESS ROAD PLAN & PROFILE SPRING VALLEY COMPRESSOR STATION MI ISSUED DESCRIPTION PROJ DATE ® DATE ■ --_I. -_-� ISSUED FOR REVIEW = = =�: M =W= P4I4'' �I ISSUED FOR APPROVAL ./20/1 ENGINEERING 1�G SERVICES, PLC ISSUED FOR CONSTRUCTION 0 FINAL DRAWINGS JMN JMN REVISED ISSUED FOR CONSTRUCTION PROJECT NO.: CO18040010 rAFE: 1006137 DWG. NO,: 0303 I REV: 0 7240 FTP - TOELEC1RIC EASEME.NT- IPACCESS ROOD EASELONT., • • • 0 _L75 Gt zl 1 TYP. / 0/// / / / / / // / L17 ET >a ..072 -_.._- .... .. .. TIP" .,.- L12 PLAN I0 +60 TO 22 +00 • gCs NORTH SCALE: L'• a0'-Q- 777, IY7- . . 7230— - - - -- r3:+ E37t 7u>- 7220 — 7j4- Ifl 3310- F232- 7210 - 7GM- 7405- - 327E- 7200 -- nFS- 71BN 7190 - 7n7- r15e- r15T- 7180— LOW PT STA 13+5514 LOW PT EL EV'9114.S7 PVI STAU2IS0.76 - PVI ELEV.-21M LAC:I5DBD PROPOSEDI _EXiSTiNG; - 3 =455% 1 _ • PROFILE 10+60 TO 22 +00 HORIZONTAL SCALE: I". 40,0T VERTICAL SCALE: I" = IS'-S S= -0 SIR - 11 +00 CALL UTILITY NOTIFICATION CENTER OF COLORADO 1- 800 -922 -1987 CALL 2. BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR 1HE MARKING OF UNDERGROUND MEMBER UTILITIES. 12- 00 13 +00 CAUTION - NOTICE TO CONTRACTOR TIE CAPITRSCTCR IS SPEDRCALLY CAUTIONED THAT FM LOCAT1a1 MOOR ILL VATO11 OF OUTING 'MUMS AS SHOWN On THESE MANS 19 BASSOON RECOROS CF THE VARIOUS MUTT COJPAA11ENANO, VAERE PO5s ROE. SSEMUREMEN19 'I/KEN IN THE RELO. THE MOOS/ATM IS um TORE OEM DON AB 4E103 EIUCT OR 00+PLETE. THE CCMTRACTORMLSI CALL TIE LOCALASAFfYLOCATION CENTER AT LEAST u IOJRSBEFORE ANY EXCAVATION TO RECTA ST EXACTFELO LOCATORS OF THE UIIL9T1E5. IT SHALL BE THE RESPONSIRRNTV OF TECOIRRACTCTI 101100CATE ALL EWSnNO WILMES LwUH CCHFLSCT VAIN roe PROPOSEDRIAACVE VENTS sH OWHON M PANS. THE OOI7RACTOR SHALL AE RESPaIS SAE FOR MFF QwA135 TOETSarvw IHPROIEREN TO MD UTRITEa AHED SHALL REPAIR ANY DAMAGE AI HI EXPENSE. 14 00 15 +00 GENERAL NOTES T. REFER TO SHEET C301 FOR GENERAL NOTES 2. REFER TO SHEET C303 FOR CENTERLINE UNE AND CURVE TABLES. 3. SNOW STORAGE ALONG THE ACCESS ROAD SHALL BE ON THE DOWNHILL SLOPE OF THE ROAD. REFER TO PLANS UNDER SEPARATE COVER FOR DELINEATION OF SNOW STORAGE AREAS ASSOCIATED WITH THE COMPRESSOR SITE. 16 00 17 +00 18 +00 19 +00 20 +00 21 +00 LEGEND ---- - - — LEASE UNE EASEMENT LINE EXIST. POWER POLE EXIST. EDGE OF ROAD FRCP- EDGE OF ROAD 5,52.00 EXIST. CONTOUR — 5452 — PROP. CONTOUR 4:I PROP. SLOPE 5135 PROP. ELEV /FINISH GRADE) EXIST. OVERHEAD ELEC. UNE EXIST. GAS LINE PROP- IRRIGATION PIPE 3 PROPOSED BUILDING CONSTRUCTION NOTES © !! CAUTION "_ - UNDERGROUND UTILITY. CONTRACTOR SHALL VERIFY VERTICAL AND HORIZONTAL LOCATION OF EXISTING UTIUTY PRIOR TO CONSTRUCTION ANO COORDINATE THE PROVISION OF PROTECTION, COVER. ANOlAR RELOCATION OF UTILITY AS NECESSARY TO MEET UTILITY PROVIDER REQUIREMENTS. O EXISTING PRIVATE IRRIGATION DITCH TO BE REMOVED. CONTRACTOR SHALL COORDINATE CONSTRUCTION SCHEDULE WITH DITCH OWNERIOPERATOR PRIOR TO REMOVAL. 0 CONSTRUCT IRRIGATION PIPE,CLEANOVI S. AND ASSOCIATED APPURTENANCES. RE: PLANS UNDER SEPARATE COVER. O APPROXIMATE AUGNMENT AND CONNECTION POINTS FOR PROPOSES UNDE RGROUND ELECTRIC SERVICE CONTRACTOR SHALL VERIFY EXACT SUE, ALIGNMENT AND CON WECTION POINT 01TH THE UFIUTY PROVIDER AND COORDINATE AND INSTALL REQUIRED INSTALLATIONS INCLUDING. BUT NOT UMITED TO: TRENCHING, CONDUIT. PULL BOXES. POLES, GUY WIRES. ETC.IAS NECESSARY PRIOR TO 7240 CONSTRUCTION, x O APPROXIMATE AUGNMENT AND CONNECTION POINTS A, FOR PROPOSED OVERHEAD ELECTRIC SERVICE. CONTRACTOR SWILL VERIFY EXACT SIZE, ALIGNMENT AND CONNECTION POINT WITH THE UTILITY PROVIDER 'H AND COORDINATE AND INSTALL REQUIRED n. INSTALLATIONS (INCLUDING, BUT NOT LIMITED TO, F 5 TRENCHING. CONDUIT, PULL BOXES, POLES. GUY >9 WIRES, ETC.IAS NECESSARY PRIOR TD CONSTRUCTION. 2▪ 20 © CONSTRUCT SCALE. RE DETAIL SHEET C104. 711 715 0 INSTALL RIPRAP PROTECTION. RE: DETAIL SHEET C304. n1 O CONSTRUCT GRADING TO TRANSITION PROPOSED ACCESS ROAD TO EXISTING AGRICULTURAL ACCESS ▪ ROAD. • OCONSTRUCT ACCESS ROAD RE TYPICAL SECTION. SHEET 0304. 7200 im 70 INSTALL CHECROAMS EVERY 50-FEET THROUGHOUT Al FILL SECTION AND IMMEDIATELY DOWIISTREALI OF IT ALL CULVERT ENTRANCES AS SHOWN. RE DETAIL. SHEET C334. CS EXISTING IRRIGATION DITCH TO REMAIN ANDRE PROTECTED THROUGHOUT CONSTRUCTION. 1B; Q CONSTRUCT LOCALIZED GRADING TO PROVIDE 1N PEDESTRIAN AND VEHICULAR ACCESS TO FACILITIES, 1B1 GRADING SHALL MAINTAIN POSITIVE DRAINAGE AWAY 1595 FROM BUILDINGS, j7l 13 INSTALL 14- CULVERT UNDER ROAD. 17 MIN. COVER III OVER PIPE. STEEL PIPE, SCR RID. 7. To 0 INSTALL IRRIGATION DIVERTER BOIL RE SHEET F -700 UNDER SRPARATE COVER. • 0 Sterling Design Associates, Ilc ca END INGENUES. LANDSCAPE ARO4TECES f2 180 SS los 7150 22 +00 3007 W. LI&me 55.4 MIS LAG1sn CO 40120 303.794AT31pI. ,.....53N y.ennF W sec m..,m,5 PREPARED W DER THE DIRECT SUPERVISION Of JAY M. NESLF LL CTLORAOO REGIITRAT011 xp,>1FIR Fru A ON BEHALF C/ 41151/03 EESKR3 MEOCGATE S. ELS 4 e SIERLI O 5E41OH AISOCNTE S. TLC REV REVISION DESCRIPTION BY CHN APP DATE REV REVISION DESCRIPTION BY CHI( APP DATE NOT pPPRDVED FOR CONSTRUCTION uNLESS SIGNED AND DATED. DESTROY ALL PEWS DEAR= EARLIER DATE AND /OR REASON NO. PROJECT APPROVAL Source Gas ACCESS ROAD PLAN & PROFILE SPRING VALLEY COMPRESSOR STATION ISSUED DESCRIPTION PROD DATE CLIENT DATE 1 ISSUED FOR REVIEW ISSUED FOR APPROVAL 620/13 .- ENGINEERING +Rw� /y /i� SERVICES, L1.0 ISSUED FOR CONSTRUCTION 0 FINAL DRAWINGS JMN JMN PJ6/20/13 REVISED ISSUED FOR CONSTRUCTION PROJECT NO.: CO18040010 1 AFE: 1006137 DWG. NO.: C302 [REV: 0 l f__ °�A.E} ig TIP CALL UTILITY NOTIFICATION CENTER OF COLORADO 1 -800-922 -1987 CALL 204/350 SS DAYS IN ADVANCE BEFORE YOU RIG, GRACE. OR EXCAVATE FOR THE MARKING Of UNDERGROUND MEMBER UTILITIES. TOP ,106' S00•1110=E 5551g rtir> TIP tIP NT IVY 00 IMP TIP -- N07'165.1V1,9235 CAUTION - NOTICE TO CONTRACTOR OW ICGNI RAC I41e 4 AP505=AUI CALRa100nut T. (4001 4) &KKR 04010.)710E £01011101 CUTER SLOWS 0H 11105E PLAItl 5 5A140ITI RECORDS Of DIE VAROLS "ITV CONPAN ES AHD. I<FERE POSSES0, NEASLE4 LENTS TATTER N THE FIELD 114 MF0141ON 15 NOT 700E DEL co ON AS SEWS EXACT ORTA4RE TE 114 CONDUCTOR MALT CALL Of LCCJA UTILITY LOCADOM CENTER Al LEAST 4 POURS [MEOW ANY [ACAVAI OX TO OEMS 17 ENACT WELD LOCATION/ Cr TA URIIED n 111AL l [E 114 RESPOFLSYLItT CF RE CCNTPRKICA ION /L01:5T[ Alt EOIST[OUT/RES NIIPOI CORILICI 5011114 PROPOSED.PROYELE IRS 511100505 TEE PLATO TIC CONTRACTOR SHALL BE RESPOTS511 FOR ANY DAMAGE 10 EN/1MG EPROSTRENTS ARID DI Al ES Ara 400LL RE PAR ANt 0AL5ICE •! HIS E0PEH4E p SHEET INDEX C30I GRADING PLAN C302 ACCESS ROAD PLAN & PROFILE _ C303 ACCESS ROAD PLAN & PROFILE C304 DETAILS LEGEND LEASE LINE EASEMENT LINE EXIST. POWER POLE EIDAT. EDGE OF ROAD PROP. EDGE OF ROAD 54S230 EXIST. CONTOUR — 6451' — PROP. CONTOUR 4:1 PROP. SLOPE 131 PROP, ELEV. (Tim SH GRADE) EXIST. OVERHEAD ELECTRIC LINE EXIST, GAS LINE +s a PROP - IRRIGATION PIPE PROPOSED BUILDING GENERAL NOTES I REFER TO SHEET C304 FOR GENERAL NOTES Z SNOW STORAGE ALONG THE ACCESS ROAD SHALL BE ON TIREOOWNHILL SLOPE OF THE ROAO REFER TO PLANS UNDER SEPARATE COVER FOR DELINEATION OF SNOW STORAGE AREAS ASSOCIATED WITH THE COMPRESSOR SITE CONSTRUCTION NOTES 0 IT CAUTION "- LINDERGROIIND UTILITY CONTRACTOR SHALL VERIFY VERTICAL AND HORIZONTAL LOCATION OF EXISTING UTILITY PRIOR TO CONSTRUCTION AND COORDINATE THE PROVISION OF PROTECTION. COVER. ANOOR RELOCATION OF UTILITY AS NECESSARY TO LIFE UTILITY PROVIDER REQUIREMENTS. O EXISTING PRIVATE IRRIGATOR DITCH TO BE RE MOVED. CONTRACTOR SHALL COORDINATE CONSTRUCTION SCHEDULE WI TN OR CH OWNER/OPERATOR PRIOR TO REMOVAL Q] CONSTRUCT IRRIGATION PIPE. CLEANOUTS. AND ASSOCIATED APPURTENANCES RE PLANS UNDER SEPARATE COVER ✓ APPROXI ALA TE ALIGNMENT ENG CONNECTION POINTS FOR PROPOSED UNDERGROUND ELECTRIC SERVICE CONTRACTOR SHALL VERIFY EXACT SIZE, ALIGNMENT AND CONNECTION POINT WITH THE UTILITY PROVIDER ANO COORDINATE AND INSTALL REQUIRED INSTALLATIONS IINCLIIDU O. BUT NOT LIMITED 10. TRENCHING CONDUIT, PULL BONES, POLES. OVY votes. ETC.IAS NECESSARY PRIOR TO CONSTRUCTION S© APPROXIMATE AUGNAIE NT ANOCONNECT ION POINTS FOR PROPOSED OVERHEAD ELECTRIC SERVICE. CONTRACTOR SHALL VERIFY EXACT 9 +2E. ALIGNMENT AND CONNECT ION POINT WITH 7HE UTILITY PROVIDER AND COORDINATE ARO INSTALL REQUIRED INSTALLATIONS /INCLUDING. RUT NOT LIIAITED TO, TRENCHING, CONDUIT, PURL BOXES. POLES- GUY YARES. ETC _I AS NECESSARY PRIOR TO CONSTRI1CTION. op CONSTRUCT SCALE. RE: DETAIL SHEET cot INSTALL RIPRAP PROTECTION. RE: DETAIL. SHEET CSDA. CONSTRUCT GRADING TO TRANSITION PROPOSEDACCESS ROAD TO EXISTING AGRICULTURAL ACCESS ROAD CONSTRUCT ACCESS ROAD. RE TYPICAL SECTION, SHEET CIIL. INSTALL CHECK DAMS EVERY 60 -FEET THROUGHOUT FILL SECTION AND IMMEDIATELY DOWNSTREAM OF ALL CULVERT ENTRANCES AS SHOWN. RE: DETAIL. SHEET CBOO. 11 EXISTING IRRIGATION DITCH TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION v Q CONSTRUCT LOCALIZED GRADING TO PROVIDE PEDESTRIAN AND VEHICULAR ACCESS TO FACILITIES. GRADING SHALL MAINTAIN PCS:TOE DRAINAGE AWAY FROM BUNOINGS 1 INSTALL IA' CULVERT UNDER ROAD IF MIN COVER OVER PIPE STEEL PIPE SCH STD INSTALL IRRIGATION INVERTER BOX RE: SHEET F •TOO UNDER SEPARATE COVER KEY MAP EX ELEC — i I 41' I vP‘' L_ C303 NORTH EX ELEG. - — I L_ J Ex R 0301 - J C302 NOT TO SCALE NORTH SCALE: T' =051.0' ((gj Design Associates, lit ()Stealing CNILe+GNILRS- LANOSCAAtAALOSTErn 1009 W. LOTT.11 4. A715 LEWD,. CO ECM 9El.numEA PIEPAREou¢ER ME w>ECT SIPERJRONCT OAT a 1606a CL00A00 !COMM TON NO rill[ FOR LORI BEHALF OF SIERT SIG CC SIGN ANEOCIATES. LLC 51ERLN00Eb011 ASSOCUITS,LIC REV REVISION DESCRIPTION BY CHK APP GATE REV REVISION OESCRIPT1ON BY CNK APP DATE g 1 I IISSUED O PROJECT APPROVAL PROJ DATE CLIENT DATE Source as GRADING P LA N SPRING VALLEY COMPRESSOR STATION ISSUED DESCRIPTION ISSUED FOR RENEW ISSUED FOR APPROVAL x/20/13 ����%%�. ENGINEERING Geld SERVICES. LW FOR CONSTRUCTION I 0 FINAL DRAWINGS JLIN JNN 6/20/I3 REVISED ISSUED FOR CONSTRUCTION PROJECT NO.: C018040010 I ATE: 1006137 DWG. NO.: C301 REV: 0 GENERAL NOTES 1, ALL MATERIALS_ WORKMANSHIP, AND CONST RUCTION OF IMPROVEMENTS SHALL MEET OR EXCEED THE COUNTY AND APPLICABLE UTILITY DISTRICT STANDARDSAND SPECIFICATIONS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND ANY APPLICABLE STANDARDS, THE HIGHER QUALITY STANDAR° SHALL APPLY- ALL WORK SHALL BE INSPECTED ANT APPROVED SY THE COUNTY AND APPLICABLE UNUTY OISTRICT(SI AS REQUIRED. 2. THE CONTRACTOR SHALL HAVE OUR II) SIGNED COPY OF THE APPROVED PLANS. ONE (1). COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS. AND A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOS ON SITE AT ALL TIMES, 3. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARDS. UNLESS SPECIFICALLY STATED OTHER%1SE- THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS SHOWN ON THESE DRAWINGS OR DESIGNATED TO SE PROVIDED. INSTALLED, CONSTRUCTED, REMOVED, AND RELOCATED UNLESS SPECIFICALLY NOTED OTHERWASE. 5. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION ANDIOR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND. WHERE POSSIBLE. MEASUREMENTS TAKEN IN THE FIELD, THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 411 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL VERIFY PERTINENT LOCATIONS AND ELEVATIONS ESPECIALLY AT THE CONNECTION POINTS AND AT POTENT IAL UTILITY CONFUC TS. IT SHALL SE THE RESPONSIBILITY OP THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT VATH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 6, THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE COUNTY AND ALL UTILITY COMPANIES /DISTRICTS INVOLVED WITH REGARD TO RELOCATIONS OR ADJUSTMENTS OF EXISTING UTILITIES DURING CONSTRUCTION AND TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION AND WITH A MINIMUM DISRUPTION OF SERVICE. TEE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL PARTIES AFFECTED SY ANY DISRUPTION OF ANY UTILITY SERVICE. 7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL UTILITY RELOCATIONS. WHETHER SHOWY OR NOT SHOWN ON THE PLANS, B. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WNH UTILITY COMPANIES /DISTIRCTS TO OBTAIN TEMPORARY POWER. TELEPHONE AND WATER SERVICE DURING CONSTRUCTION. ALL COST FOR TEMPORARY SERVICES SHALL RE THE CONTRACTORS RESPONSIBILITY. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND LICENSES FORWYTRK INCLUDING. BUT NOT LIMITED TO DEMOLITION STREET ELITE. UTILITY INTERFERENCES TRAFFIC CONTROL GRADING AND UTILITY FROM ALL APPLICABLE AGENCIES UNLESS ARRANGED OTHERWISE BY THE CONTRACTOR PRIOR TO CONSTRUCTION. I D. THE CONTRACTOR SHALL RE RESPONSIBLE FOR ALL ASPECTS OF PROJECT SAFETY INCLUDING, BUT NOT LIMITED TO. EXCAVATION, TRENCHING. SHORING, TRAFFIC CONTROL AND SECURITY, VI. UTILITY TRENCHES ARE TO BE SLOPED OR BRACED AND SHEETED AS NECESSARY TO FURNISH SAFE WORKING CONDITIONS FOR TILE WORKMEN AND THE PROTECTION OF OTHER UTILITIES IN COMPLIANCE WITH APPLICABLE LOCAL STATE_ AND FEDERAL HEALTH AND SAFETY RULES AND REGULATIONS. 12. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN_ IN ACCORDANCE WITH THE MU TO TO THE APPROPRIATE RIGHT -OF -WAY AUTHORITY (CITY, COUNTY. CR STATEI FOR APPROVAL. PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN. OR AFFECTING. THE RIGHT -OF -WAY. THE CONTRACTOR SHALL SE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED EY THE CONSTRUCT ION ACTIVITIES. 11, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL WORK AND INSPECTIONS AS REQUIRED BY THE COUNTY, STATE. OR LOCAL DISTRICTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST ASSOCIATED SATE INSPECTION. 14. THE CONTRACTOR SHALL NOTIFY THE COUNTY AND LOCAL UTILITY COSIPANIESIDISTRICTS AT LEAST 48 HOURS PRIOR TO THE START OF ANY CONSTRUCTION CR EARTH DISTORTING ACTIVITY. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESTORATION OF ANY EXISTINGIMPROVEI.IENTS INCLUDING. BUT NOT LIMITED TO STREET PAVEMENT. FENCES. SOD, LANDSCAPING. SPRINKLER SYSTEMS. AND UTILITIES DISTURBED WRING CONSTRUCTION TO THEIR ORIGINAL LOCATION AND CONDITION. IA. INCLUDED IN THIS PACKAGE IS THE DEMOLITION AND DISPOSAL OF ALL EXISTING UTILITIES. SITE INIPROYEI,!EHTS ANT SITE FURNISHINGS NEEDED FOR CONSTRUCTION Cr THE IMPROVEMENTS SHOWN IN THIS SET OP CONSTRUCTION DRAWINGS, ALL QUESTIONS IN REGARD TO DEMOLITION SHALL BE SUBMITTED TO THE OWNER IN WRITING PRIOR TO BID, 17. ALL DEMOLITION REMOVAL, DISPOSAL AND ABANDONMENT OF UTILITIES, STRUCTURES. AND SITE IMPROVEMENTS SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL STATE RHO LOCAL STANDARDS AND SPECIFICATIONS. IE. OIMENSONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO SE SCALED FROM ANY DRAWING_ IF PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE CONSULTING ENGINEER FOR CLARIFICATION, ANDANNOTATE THE DIMENSION ON THE AS -BUILT RECORD DRALMNGS, LA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS •BUILT INFORMATION ON A SET OF RECORD DRAWINGS KEPT AT THE CONS"! RUCTION SITE AND AVAILABLE TO THE COUNTY AT ALL TIMES. 20. AS -BUILT PLANS AND FIELD NOTES SHALL BE PROL10E0 BY THE CONTRACTOR TO THE COUNTY. STATE. FEDERAL CR UTILITY DISTRICT. OR TO THE OAHNEPJDEVELOPER AS REQUIRED BY AND IN ACCORDANCE WITH THE GOVERNING AUTHORITY'S OR OWNER/DEVELOPERS CRITERIA. 25, NO REVISIONS SHALL SE MADE TO THESE PLANS WITHOUT THE APPROVAL OF THE COUNTY. STATE OR LOCAL DISTRICT AND THE ENGINEER CF RECORD. 22, IF, DURING TIRE CONSTRUCTION PROCESS. CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR_ HIS SUBCONTRACTORS. OR OTHER AFFECTED PARTIES VA/ICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS. THE CONTRACTOR SHALL CONTACT THE PROJECT MANAGER FOR THE OWNERICEVELOPER AND THE ENGINEER IMMEDIATELY. 27. BENCHMARK VERIFICATION ' THE CONTRACTOR SHALT. USE BENCHMARKS AND DATUMS SHOWN HEREON TO SET PROJECT BENCHSIARKISI, BY RUNNINGA LEVEL LOOP BETWEEN AT LEAST TWO BENCHMARKS, AND SHALL PROVIDE SURVEY NOTES OF SUCH TO PROJECT ENGINEER PRIOR TO COMMENCING CONSTRUCTION. 24. ALL WORK WITHIN THE PUBLIC RIGHT -OF -WAY SHALL SE GONE IN ACCORDANCE WITH THE GOVERNING AUTHORITY'S STANDARDS AND SPECIFICATIONS. CALL UTILITY NOTIFICATION CENTER OF COLORADO 1 -800 -922 -1987 CALL 2- BUSINESS DAYS iN ADVANCE BEFORE YOU DIG. GRADE, OR EXCAVATE FOR THE SMIRKING OF UNDERGROUND MEMBER UTILITIES, CAUTION • NOTICE TO CONTRACTOR THE CONTRACTOR'S SPECIFICALLY CAUTIONED THAT THE LOCAna14AOR ELEVAROII Cf EAISTIFKI UTILITIES AS 62509,104 THESE PLAIDS IS BASED CN RECORDS Of WE VARIOUS UTILITY Cd/PAVIES AID, INNERS P05519LE. 'AEAS LAD VENTS I4LE5 INTI5 FIELD. THE 4IFCSALATION IS NOT TO SE REUED ON AS BEING EXACT CR CCUIPLE TE. THE COMRTCTCR MUST CALL B PS LOCAL UTILITY LOCATOR CENTER AT LEAST Al HOURS DEFCPE A•IY E XCAVARON TO RE OAS EXACT FIELD LOCATIONS OF THE Anunes. IT SHALL OE THE RESPONSIBILITY OF WE CONTRACTOR TO RELOCATE ALL E XIIT1, S UTILISES LLHCH CEYIFVCT LTTH THE PROPOSED NPR0:E0E7RS SHOAAI OH THE PIA15. THE CONTRACTOR sNALL BE RESPONSIELE Fop ANY DANADE To ExIS TIIIO IMPRUW V ENTS AFT UTUUES AND sIU LT REPAIR ANY UANLLUF Al Ni f xPEUSE. 25. IF, DURING THE CHARIOT GRADING PROCESS. CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR. HIS SUBCONTRACTORS. OR OTHER AFFECT£C PARTIES. WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS. THE CONTRACTOR SHALL CONTACT THE GEOTECHNICAL ENGINEER IMMEDIATELY FOR RECOMMENDATIONS. 2S. ALL EARTHWORK, GRACING OVERLOT GRADING. SACKFILLING, FILLING. EXCAVATION COMPACTION, PAVEMENT. AND FLATWORK CONSTRUCTION WILL BE IN ACCORDANCE WITH THE REC01.IM£NDATIONS FROM THE GEOTECHNICAL INVESTIGATION PREPARED SPECIFICALLY FOR THIS SITE. 17, THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN ACCORDANCE WITH BUILDING PLANS AND SPECIFICATIONS. 2B. SPOT ELEVATIONS SHALL TAKE PRECEDENCE OVER CONTOURS AND SLOPES SHOWN_ THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF SPOT ELEVATIONS WHICH DO NOT APPEAR TO 8S CONSISTENT OATH THE CONTOURS AND SLOPES. SPOT ELEVATIONS AND SPECIFIC PROFILE DESIGN SHALL RE USED FOR SETTING ELEVATIONS AS PROVIDED. 29_ CONTOURS SHOWN ARE FOR FINISHED PAVING SIDEWALK. SLAB. OR GROUND. ADJUSTMENT TO SUBGRADE IS THE CONTRACTOR'S RESPONSIBILITY. 30. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING HIS OWN ESTIMATE OF EARTHWORK QUANTITIES. 31_ THE CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROI.I BUILDINGS FOR ALL LANDSCAPED AND PAVED AREAS. 32. ALL DISTURBED AREAS THAT ARE NOT DESIGNATED TO BE PAVED SHALL EE LANDSCAPED OR SEEDED, ACCORDING TO THE LANDSCAPE ANDIOR SWMP PLAN, II EXISTING DRAINAGE STRUCTURES SHALL BE INSPECTED AND REPAIRED AS NEEDED. AND EXISTING PIPES CLEANEDOUT TO REMOVE ALL SILT AND DEBRIS. 35. IF ANY EXISTING STRUCTURES. SIDEWALK. AND/OR CURS AND GUTTER MODIFIED OR TO REMAIN ARE DAMAGED DURING CONSTRUCTION. IT SHALL OE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR ANOIOR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS CR BETTER PRIOR TO PROJECT CLOSEOUT. 35, ALL GRATES MANHOLE RYAS. VALVE ROSES, VALVE COVERS, CLEANOUTS. AND VAULT OR BOX COVERS SHALL RE ADJUSTED TO AS CONSTRUCTED" FINISHED GRADE. 35. REFER TO SWMP UNDER SEPARATE COVER FOR TEMPORARY BMPS AND FINAL STARILICATION PRACTICES FOR ALL DISTURBED AREAS, STORMWATER MANAGEMENT MANUAL CHECK DAM (RIPRAP) .5011-511 :HL 8 OU "FAHC'S -xCF £I.�T PO :155 a 9 xRE OF EOJE: RLEYATI ON FONT A ?vJ'r -E : �__.!/ A :�vG 17!7C'1 1-',.1411:= SVPTUXUL'XIT - DEET_INLEN 3E- LPHFLXXA'.V NOS -ON COI.TKCL If.1:.S AI P71/f 1:.E RIPRAP CPECR DAAI EXTEND RIPRAP AT 1.51)59 THICK TO HEIGHT OF SWALE BOTTOM OF SWALE REVEGEFATE PROF, GRADE 50 NOTE_ NIX TYPE L RIP NAP WITH 3555 TOPSOIL BY VOLUME] AND BURY RIPRAP/TOPSOIL EVE WITH 4' TO 6" OF TOPSOIL. ALL VIBRATION COMPACTED AND REVEGETATEO. RIPRAP PROTECTION NOT TO SCALE BY ACCESS RD, EEMT. 20' PROP. GRAVEL ROAD - 10 EXIST. ROAD -j w o . EXIST.OFTDE 2`.S FINISH GRADE -- 12` GRANULAR REDOING ITYPE II COOT SECT. 70104 CLASS A. RE 4705 DETAIL Al UNDISTURBED iEXIST. VEGETATIVE STABILIZATION TO REMAIN] PROP. C RADE Arc TI4REE i/U K REf ER_NCE -, COOf SV,Tp ST.INDARD^Pc1 :5 All 55TANCSNOS TI- 258 -I. SNEETI OP FIGURE 1505 MESA COUNTY 1 CITY OF GRAND JUNCTION STORM WATER MANAGEM ENT MANUAL ISWSIMI `14' STEP-PIPE SCH, STD. SLOPE @9.5255N11.1. TYP. ROAD SECTION HORIZONTAL SCALE.' I' =5' -0 SITE PROP.GRADE 2E5 2' PROPOSED SWALE NOT TO SCALE CUT SLOPE OSterling Design Associates, llc QVIL ENGINEERS • LANDSCAPEAACWTECTS 2009 W. Lick". 61-E -110 Lade., CO 60110 30T,J9J <SLI Ps AwnSUHRLOmin Asa ,US..,Hm PRE PAR -ED, UNDER 11E LIRE Cr ELPER.A3ICN OF JAY M. NEWELL COLORADO REG'STRA TON 1.y 15511 PCR A on BEHALF OF STERLING DESIGN ASSOCIATES. LLC n STERLNGCEEIGNASSOCMTES UE REV REVISION DESCRIPTION BY CHK PPP DATE REV REVISION DESCRIPTION 3Y CHK APP 0 FINAL DRAWINGS JMN JMN DATE PROJECT APPROVAL ISSUED DESCRIPTION PROJ DATE CLIENT DATE ISSUED FOR REVIEW ISSUED FOR APPROVAL ISSUED FOR CONSTRUCTION 6/20/1 Gas e T: N (i�,� SERVICES LLG C DETAILS SPRING VALLEY COMPRESSOR STATION REVISED ISSUED FOR CONSTRUCTION PROJECT NO.: CO18040010 I APE: 1006117 DWG. NO.: C304 REV: 0 A I GENERAL NOTES , ALL MATERIALS,WORKMANSHIP, AND CONSTRUCTION OF IMPROVEMENTS SHALL MEET OR EXCEED THE COUNTY AND APPLICABLE UTILITY DISTRICT STANDARDS AND SPECIFICATIONS. AND APPLICABLE STATE AND FEDERAL REGULATIONS. W,DERE THERE IS CONFLCT BETWEEN THESE PLANS AND ANY APPLICABLE STANDARDS, THE HIGHER QUALITY sTANDARO SHALL APPLY. ALL WORK SHALL BE 9NSPECTEO AND APPROVED BY THE COUNTY AND APPLICABLE UTILITY DISTRICTIS) AS REOLARED. 7, THE CONTRACTOR SHALL HAVE ONE II I SIGNED COPY OF THE APPROVED PLANS, ONE DI COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB ON SITE AT ALL TIMES 3. ALL REFERENCES TO ANY PUBUSHEO STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARDS_ UNLESS SPECIFICALLY STATED OTHERWISE. 4. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MAT ERIALSNECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS SHOWN ON THESE DRAWINGS OR DESIGNATED TO BE PROVIDED, INSTALLED, CONSTRUCTED, REMOVED, AND RELOCATED UNLESS SPECIFICALLY NOTED OTHERWISE. 5. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION ANDOR ELEVATION OF EXISTING UTILITIES, AS SHOWN ON THESE PLANS, IS BASED ON RECOROS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EVICT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL VERIFY PERTINENT LOCATIONS AND ELEVATIONS. ESPECIALLY AT THE CONNECTION POINTS AND AT POTENTIAL UIRJTY CONFLICTS. IT SHALL RE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS, S. THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE COUNTY AND ALL UTILITY COMRANIESIDIST RIOTS INVOLVED WITH REGARD TO RELOCATIONS OR ADJUSTMENTS OF EXISTING UTIUTIES DURING CONSTRUCTION AND 70 ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION AND WITH A MINIMUM DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL PARTIES AFFECTED PT ANY DISRUPTION OF ANY UTIUTY SERVICE. T. IT 18 THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL UTILITY RELOCATIONS, WHETHER SHOWN OR NOT SHOWN ON THE PLANS. 8, IF IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE PATH UTILITY COMPANIESIDISTIRCTS TO OBTAIN TEMPORARY POWEN, TELEPHONE ANO WATER SERVICE OUTING CONSTRUCTION. ALL COST FOR TEMPORARY SERVICES SHALL SE THE CONTRACTORS RESPONSIBILITY. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND LICENSES FOR WORK INCLUDING BUT NETT LIMITED TO DEMOLITION, STREET CUTS, UTILITY INTERFERENCES, TRAFFIC CONTROL GRADING, AND UTILITY FROM ALL APPLICABLE AGENCIES UNLESS ARRANGED OTHERWISE BY THE CONTRACTOR PRIORTO CONSTRUCTION. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALLASPECTS OF PROJECT SAFETY INCLUDING, BUT NOT UNITED TO. EXCAVATION. TRENCHING. SHORING TRAFFIC CONTROL. AND SECURITY. 11. UTILITY TRENCHES ARE TO SE SLOPED an BRACED AND SHEET ED AS NECESSARY TO FURNISH SAFE WORKING CONDITIONS FOR THE WORKMEN AND THE PROTECTION OF OTHER UTILITIES IN COMPLIANCE WITH APPLICABLE LOCAL STATE, AND FEDERAL HEALTH AND SAFETY RULES AND REGULATIONS, 12. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN. IN ACCORDANCE WITH THE M.U.T.C.D, TO THE APPROPRIATE RIGHT -OF.WAYAUTHORITY (CITY. COUNTY. OR STATE} FOR APPROVAL PRIOR TO ALYY CONSTRUCTION ACTIN TIES WITHIN. OR AFFECTING. THE RIGHT-OF-WAY. THE CONTRACTOR SHALL SE RESPONSIBLE FOR PRON101NG ANY MOAT TRAFFIC CONTROL DEVICES AS MAYBE REQUIRED BY THE CONSTRUCTION ACTMTIES 13 THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL WORK AND INSPECTIONS AS REQUIRED BY THE COUNTY. STATE. OR LOCAL DISTRICTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST ASSOCIATES MATH INSPECTION. 14. THE CONTRACTOR SHALL NOTIFY THE COUNTY AND LOCAL UTILITY COMPANIESIDISTRICTS AT LEAST 48 HOURS PRIOR TO THE START OF ANY CONSTRUCTION OR EARTH DISTURBING ACTIVITY. 15. THE CONTRACTOR SHALL HE RESPONSIBLE FOR THE RESTORATION OF ANY EXISTING IMPROVEMENTS INCLUDING. BUT NOT LIMITED TO STREET PAVEMENT, FENCES. 9OD, LANDSCAPING, SPRINKLER SYSTEMS, AND UTILITIES DISTURBED DURING CONSTRUCTION TO THEIR ORIGINAL LOCATION AND CONDITION. IS. INCLUDED IN THIS PACKAGE 19 THE DEMOLITION ANO DISPOSAL OF ALL EXIS TIlls UTILITIES, SITE IMPROVEMENTS AND SITE FURNISHINGS NEEDED FOR CONSTRUCTION OF THE IMPROVEMENTS SHOWN IN THIS SET OF CONSTRUCTION DRAWINGS. ALL QUESTIONS IN REGARD TO DEMOLITION SHALL BE SUBMITTED TO THE OWNER IN WRITING PRIOR TO BID. 17. ALL DEMCUTIQN, REMOVAL DISPOSAL. AND ABANDONMENT OF UTILITIES, STRUCTURES, AND SITE IMPROVEMENTS SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL STANDARDS AND SPECIFICATIONS. L8. DIMENSIONS F OR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FRDMANY DRAWING, IF PERTINENT DIMENSIONS ME NOT SHOWN. CONTACT THE CONSULTING ENGINEER FOR CLARIFICATION, AND ANNOTATE THE DIMENSION ON THE AS-BUILT RECORD DRAWINGS. I6. THE CONTRACTOR SHALL SE RESPONSIBLE FOR RECORDINGAS• BUILT INFORMATION ON A SET OF RECORD DRAW NGS KEPT AT THE CONSTRUCTION SITE. AND AVAILABLE TO THE COUNTY AT ALL TIMES. 20. AS -BUILT PLANE AND FIELD NOTES SHALL BE PROVIDED BY THE CONTRACTOR TO THE COUNTY, STATE. FEDERAL OR UTILITY DISTRICT: OR TD THE OWNER/DEVELOPER AS REQUIRED SY AND IN ACCORDANCE WITH THE GOVERNING AUTHORITY'S OR OWNER/DEVELOPERS CRITERIA. 21. NOREVISIDNS SHALL BE MADE TO THESE PLANS WITHOUT THE APPROVAL OF THE COUNTY, STATE OR LOCAL DISTRICT AND THE ENGINEER OF RECORD. 22. IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR. HIS SUBCONTRACTORS. OR OTHER AFFECTED PAR DES, W1-11CH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE PROJECT MANAGER FOR THE OWNER/DEVELOPER AND THE ENGINEER IMMEDIATELY. 23. BENCHMARK VERIFICATION: THE CONTRACTOR SHALL USE DENCH41ARICS AND DATUMS SHOWN HEREON TO SET PROJECT RENCHMARKISI, RY RUNNINGA LEVEL LOOP BETWEEN AT LEAST TWO BENCHMARKS. AND SHALL PROVIDE SURVEY NOTES OF SUCH TO PROJECT ENGINEER PRIOR TO COMMENCING CONSTRUCTION. 74. ALL WORK VNTHIN THE PUBLIC RICHT-OF -WAY SHALL BE DONE IN ACCORDANCE-OATH THE GOVERNING AUTHORITYS STANDARDS AND SPECFICATION6. CALL UTILITY NOTIFICATION CENTER OF COLORADO 1 -800 -922.1 987 CALL 2- BUSINESS DAYS IN ADVANCE BEFORE YOU DIG GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES CAUTION • NOTICE TO CONTRACTOR TIE COHTMSTOR M SPLNPIGALLY CAUT ONED TNLT TIR LCCATIOI moo, ELEYAIl01 Of ENSTBO MUTES AS 6HOYM ON THESE P1.WS 11 BASED ON RECORD. CV THE vINOJS URN TY COMPANIES MD. WIERS POSSIBLE. MEAULBE UERTS TEAEN IN TIE FIELD. TIE BROUM11ONIs Not TORE REMEO ON AS EVNG DACE 0A OOAPLETE. III CD'ORACTDR BUST GLL TIE LOCAL UTTITTY LOCATION EERIER AS LEAST N HAIRS BEFORE ANT EXCAVATION TO REDDEST ENACT RELD LOCATIONS CF TIE LITMUS. IT SHALL BE THE RESPONSRRITY DF DR CONTRACTOR TO PELOO+TE ALL EXNRNOITRUIIESx040ICCHFUCT WM /TIE FROPDT ED Pm EOJENEMS BHa6N OR TIE PLAN,. TIE CORRACTOA SHALL BE RESP VISIBLE MR Am QVAADE TOEEISTSI BAPROYEICNTS MO MUTE, MID SKILL REPARANT DAMAGE AT III EXPENSE. 25. IF, DURING THE OVERLOT GRADING PROCESS. CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR, HIS SUBCONTRACTORS, OR OTHER AFFECTED PARTIES, WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS. THE CONTRACTOR SHALL CONTACT THE GEOTECHNICAL ENGINEER IMMEDIATELY FOR RECOMMENDATIONS. 7E ALL EARTHWORK. GRADING, OVERLOT GRADING, BACKFILLING, FILLING, EXCAVATION. COMPACTION. PAVEMENT, AND FIATWORK CONSTRUCTION WILL BE IN ACCORDANCE WITH THE RECOMMENDATIONS FHOM THE GEOTECHNICAL INVESTIGATION PREPARED SPECIFICALLY FOR THIS SITE. 77. THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN ACCORDANCE WITH BLRLDING PLANS AND SPECIFICATIONS. 7S. SPOT ELEVATIONS SHALL TAKE PRECEDENCE OVER CONTOURS AND SLOPES SHOWN, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF SPOT ELEVATIONS WHICH DO NOT APPEAR TO BE CONSISTENT WITH THE CONTOURS AND SLOPES, SPOT ELEVATIONS AND SPECIFIC PROFILE DESIGN SHALL BE USED FOR SETTING ELEVATIONS AS PROVIDED. 2S CONTOURS SHOWN ARE FOR FINISHED PAVING, SIDEWALK, SLAB, OR GROUND, ADJUSTMENT TO SUBGRADE IS THE CONTRACTOR'S RESPONSIBILITY. 30. THE CONTRACTOR 15 RESPONSIBLE FOR PROWLING HIS OWN ESTIMATE OF EARTHWORK OUANIITIES. 31. THE CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL LANDSCAPED AND PAYED AREAS. IT ALL DISTURBED AREAS THAT ARE NOT DESIGNATED TO RE PAVED SHALL BE LANDSCAPED OR SEEDED.ACCOROINO TO THE LANDSCAPE AND/OR SWEEP PLAN. 33. EXISTING DRAINAGE STRUCTURES SHALL BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES CLEANED OUT TO REMOVE ALL SILT AND DENNIS. 34. IF ANY EXISTING STRUCTURES, SIDEWALK AND/OR CURB AND GUTTER MODIFIED OR TO REMAIN ARE OAMAGEDUURING CONSTRUCTION, IT SHALL RE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING PCONDITIONS OR SETTER PRIOR TO PROJECT CLOSEOUT. 35, ALL GRATES, MANHOLE RIMS. VALVE BOXES. VALVE COVERS. CLEANOUTS, AND VAULT OR BOX COVERS SHALL BE ADJUSTED TO'AS CONSTRUCTED" FINISHED GRADE. 36. REFER TO SWAP UNDER SEPARATE COVER FOR TEMPORARY BLIPS AND FINAL STABILIZATION PRACTICES FOR ALL DISTURBED AREAS STORMWATER MANAGEMENT MANUAL CHECK DAM (RIPRAP) NOT RACE LE JIELyKCNG NIGH FAbMW5 ROCX .� ADS I [wizI- BE1.0N Al'ATE BeLDn H MIN: E 10510TILE £ EROSION COOT HOC IE'AASSAI S RIP RAP CHEDI DAN poom K REFERENCE' COOT 2000, STANDARD PLANS M L S dFANOANOS M4SA.I, SHEET E OF 7 FIGURE 1505 MESA COUNTY? CITY OF GRAND JUNCTION STORUWATER MANAGEMENT MANUAL (SISTINE EXTEND RIPRAP AT 1.5'056 THICK TO HEIGHT OF SWALE FINISH GRADE NOTE: MIX TYPE L RIPRAP WITH 55'A TOPSOIL (BY VOLUME) AND BUNT RIP RAIN-TOPSOIL Mx WITH 4- TO IT OF TOPSOIL, ALL VIBRATION COMPACTED ANDREVEGETATED REVEGETATE - -- -I POOP. GRADE q'. RIPRAP PROTECTION NOT TO SCALE DO ACCESS RD ESMT_ 70' PROP. GRAVEL ROAD I-- TO EXIST. ROAD 756 MI 1:12" 'GRANULAR BEDDING • .. •'IIVPE II CDOT SECT, 703.D9 CLASS A. RE' C309, DETAIL A) EXIST. GMEE SITE PROP.GRIDE `M' STEEL PIPE: SCR GTE SICPE 0.57 %IAN, TYP. ROAD SECTION HORIZONTAL SCALE' I'b 3'4• 1% PROPOSED SWALE NOT TO SCALE UNDISTURBED (EXIST. VEGETATIVE STAB RIZATION TO REMAIN} PADP.GRADE CUT SLOPE V NyM Sterling Design Associates, lit am ENGINEERS. LANDSCAPEAAC19TECT5 3009 W. U10SICn MY 11310 LAINIHO CO 001•6 ]031 «R, nTOM TrnTrANR"lalY'VM PPE OAREDUIOER ENE DIRECT SIAE RAMON OF JAY H. PARED cccoNADOREGISTRABON No. 35711 FOR I 00.111SHALI, OF 6TEPUI13 DEM= ASIGOATES, LLC SIEREPIO DESIGN ASSOCIATES. NA REV REVISION DESCRIPTION BY CHK APP DATE REV REVISION DESCRIPTION BY CHK APP DATE 0 FINAL DRAWINGS JNN JEAN PJ4S /20/1 3 C3 2g g PROJECT APPROVAL ISSUED DESCRIPTION PROJ DATE CLIENT DATE ISSUED FOR REVIEW ISSUED FOR APPROVAL 6/20/13 Source as ISSUED FOR CONSTRUCTION Xiceee R SERVICEENGINEES, LLING C DETAILS SPRING VALLEY COMPRESSOR STATION REVISED ISSUED FOR CONSTRUCTION PROJECT NO.: C016040010 l AFL 1006137 DW0. NO.: C304 IREV: 0