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HomeMy WebLinkAboutPlansGraphic Scale In Feel 1 - Ba' I 9 HOLY CROSS ELECTRIC SOLAR ARRAY SITE N[N,Y gPin 'L;iD LWC GLENWOOD SPRINGS LI' ,51011;R a ,'.t'r L S //15710 (FILO) CONSTKDr1gN,41tA t1:61.9 ea VICINITY MAP Graphic Scale In Fee[: 1' - TO' ▪ n -y n ,....nomw�..� .,l=-111 nevi 9C1D1 VP 51 CHECKED BY. RBG DRAWN BY RGG o2 000 5 2019-45 FOR CONSTRUCTION ce 0 J 0 v) 0 0• w Z' K F- LL C° LIT N —0 Z • g N ,n U 00:7 Z N cc Q V = cea } Ol L/1 J Ol O rn COVER co OF 5 TOTAL PAGES 1 CFNFRAI NOTES: 1 3. EARTHWORK 1 Iii EON 51411.1. OO.I'L8 MIH INC MOT TELCO. 1. THE CONTRACTOR 5HALL BE RESPONSIBLE FOR THE LEGAL DISPOSAL OF ANY EXCESS SOIL DEBRIS AND WASTE MATERIAL OFF OF THE PROJECT SITE 2 AHE CONTRACTOR MUST CERTIFY THAT ALL AGGREGATES USED ON THIS PROJECT ARE FREE FROM HAZARDOUS COMPONENTS IN INCESS OF THE THRESHOLD CONCENTRATIONS ESTABLISHED BY THE E P.A. J ANY SIGNAGE REMOVE° WRING CONSTRUCTION THAT 5 NOT SHOWN TO BE ON THE PUNS SHALL BE REPLACED OR RETURNED TO ITS ORIGINAL LOCATION. 4 THROUGHOUT ALL PHASES OF CONSTRUCTION, UNTIL THE FINAL ACCEPTANCE OF THE PROJECT, THE CONTRACTOR MUST KEEP THE WORK STE CLAN AND FREE FROM RUBBISH AND DEBRIS THE CONTRACTOR SHALL AL50 ABATE OUST NUISANCE AS NECESSARY THE CONTRACTOR HAS TWENTY-FOUR (24) HOURS AFTER THE DEPOSIT OF ANY EARTH, GRAVEL OR OTHER DICAVATED MATERIAL TO REMOVE SUCH DEPOSIT IN RIE EVENT THAT THE EARTH, GRAVEL OR OTHERE° MATERIAL IS NOT REMOVED, THE ENGINEER OR OWNER WILL DIRECT SUCH REMOVAL AND THE COST INCURRED460 SH SHALL BE DEDUCTED FROM THE BOND DUST CONTROL WILL ONLY BE REOURED IF AOJACEM MOUT, OnNOT5 WIVE A1IAEASRT AIRLRD OW Ir MST AOYLNSCLY AILQFS AOL P1100912 W SUFIS 9WRI0 II[ PROJECT SUCH TNT, IN THE OPINION OF ENGINEER, ADJUSTMENT OF THE CONTROL PROGRAM IS APPROPRIATE. 0 IS ANTICIPATED DUST CONTROL WILL BE REQUIRED ON THIS PROJECT. 1, AIR CCNIRILTCO IS AMI05W00IL 4a ISTOC HRY 044101254 11EE4USN0111 Tot ayJE51 TO 4,4110401 100/102 ONO P009ESTr0W ACA'i55. TIS COOT 54.1 I4 IHDD5RAt Ta 1g11K. S . L040110TON OL -1041141110 R TO IE BI 4CCOW1ARCl WNW TIE CGLpW00 1PYN1114EIR Or MILK MALN AMD ENVIRONMENT REQUIREMENTS CONTRACTOR 5 RESPONSIBLE FOR ALL ASSOCIATED PERMITTING. T, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE RAT ALL WORK IS PERFORMED IN ACCORDANCE WITH APPLICABLE STANDARDS AND REGULATIONS AS SET FORTH BY THE OCCUPATIONAL SAFETY AND HEALTH C. 1100 NM CRAM:ft 0411LL CE 'AM[ .04101R Mata 014154 ACPOONL 54 TN[ EM MEN O . 1004T241 ANTI 41 1Ww000E0 IIA 41- NATIONS 1p PE 4420.04FICO 4110 TOE MAO 04 1 1a TEE ENGINEER FOR REVIEW AND APPROVAL 10. DTI ...MCA EW2011:1 .Loll 101 1N11S GF 1X11 IRe022r RAMS WA WOW WN ON 1011 1[50 AfNVb.0 INFORMATION AT THE TIME OF DESIGN THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE FEATURES SHOWN THE CONTRACTOR SHALL REVIEW AND VERIFY EXISTING PHYSICAL FEATURES AND ELEVATIONS OF THE C000111005 TO BE ENCOUNTERED WRING CONSTRUCTION, 1 1 THE CONTRACTOR SHALL UNIT ALL WORK ANO STORAGE MEAS TO THE PROJECT SIZE ANY WORK INSIDE PUBSC RIGHT-OF-WAYS WILL REQUIRE APPROVAL FROM THE JURISDICTION OF AUTHORNY PRIOR TO CONSTRUCTION USE OF ANY PRIVATE MEAS FOR THIS PROJECT BY THE CONTRACTOR MUST BE APPROVED IN WRITING BY THE PROPERTY OWNER WITH A COPY OF THIS APPROVAL PROVIDED TO THE ENGINEER PRIOR TO USAGE 12.ALL WORK SHALL BE DONE TO THE ONES. GRADES. SECTIONS. AND ELEVATIONS SHOWN ON THE PUNS UNLESS OTHERWISE NOTED OR APPROVED BY THE ENGINEER. 13.THE ENGINEER SHALL BE NOTIFIED WITHIN 48 HOUR PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION 14 THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACINIIIES TO NOSE AREAS WITHIN THE UNITS OF 05TUR0ANCE AND/0R TOES OF SLOPE AS SHOWN ON THE PUNS ANY DISTURBANCE BUONO THESE UNITS SHALL BE RESTORED TO ORIGINAL CONDITIONS BY THE CONTACTOR AT THEIR OWN EXPENSE 15 THE CONTRACTOR SHALL NOT REMOVE AND SHALL PROTECT FROM DAMAGE ALL TREES, BUSHES, AND INISTING IMPROVEMENTS INSIDE AND OUTSIDE THE LIMITS OF WORK NOT CALLED OUR FOR REMOVAL OR REPLACEMENT. SPECIFIC PROVISIONS ME SHOWN ON THE PLIAS 1 GAO TREES SHALL BE REMOVED OR TRIMMED WITHOUT PRIOR ACKNOWLEUCEMENT OF THE PROPERTY OWNER ANO/OR PROJECT ENGINEER ALL APPLICABLE PERMITS ARE ME RESPONSIBIUTY OF THE CONTRACTOR, 11.111E CONTRACTOR SHALL PROTECT THE EKI511N0 DRAINAGE STRUCTURES AND REROUTE ANY RUNOFF AS NECESSARY CURING CONSTRUCTI. ACTIVITIES TO PREVENT EROSION AND DAMAGE MI. CONTRACTOR SHALL PROVIDE SAE PEDESTRIAN ACCESS AT ALL TIMES DURING TIE PROJECT, 10.THE PHYSICAL FEATURES REQUIRING ROA.AL OR OBLITERATOR WITHIN THE PROJECT SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND BE DISPOSED OF OFF-SITE UNLESS OTHERWISE NOTE0. 101X00 CONTACTS. 909E Not A 110.4 Cr A. WPALXJ0It 0010(1,001 1105 41rWa10 CIWS10IJCITO14 [TANS. OW SPECIFICATIONS ON SITE AT ALL TIMES 21.0440 06C45PAW, NONNI NLS0 MANS 11400.12 NL CANNON. 10 TIM. W0O5A1C AD10050 Of 141 LNO50(4. }_ uTLRTY iE 81551. TANS 1 ANY CONTRACTOR -CAUSED MAGE TO UTILITY MD/0R SERVICE LINES SHOWN OR NOT SHOWN ON THE PUNS, SHALL BE REPAIRED OR REPLACED AT NO COST TO GARFIELD COUNTY AND SHALL BE ACCOMPUSHED BY THE COMPACTOR, SUBCONTRACTOR OR AS APPROVED BY THE ENGINEER. NE CONTRACTOR SHALL BE RESPONSIBLE FOR NODDING ALL UTILITY COMPANIES PRIOR TO 009460GNG WORK IN THE PROJECT AREA, UKEWI511, THE CONTRACTOR 15 RESPONSIBLE 109 ONRCN11W1 ILS +aaA LW9 TWIT OF RE ('05053 %PAWNS WI 9110 P00000I 1010. 2 VILM 1,410 000014 04 WE PUN 5141101 AMIE 8084053 111011 114 BASF 010442 0414441111. 114 CONI1/41*0 WALL BE 04211.14401E 401 THE µtwT10ATt4'AMO RSOIOCBOX N7< At WHIMS N I'Mi- J THE CONTRACTOR SHALL CONTACT 7146 0112IY NOTIFICATION CENTER OF COLORADO AT 011 A MINIMUM OF TWO BUSINESS DAYS IN ADVANCE OF MY EXCAVATION OR GRADING 4. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL UTILITIES AND STRUCTURES AFFECTED BY THE WORK, ANY DAMAGE SHALL BE REP0REO AND RESTORED TO THE SATISFACTION OF GARFIELD COUNTY, COPHE, ANS 011211? PROVIDER THE CONTRACTOR SHALL COORDINATE ALL UTILITY RELOCATIONS M NECESSARY - 5 EXCAVATOR AT GAS LINES: TEMPORARY COVER DURING CONSTRUCTION SHALL BE AT LEAST 18 INCHES OVER THE G. CONDUIT. FINISH GRADE OVER THE GAS CONDUIT MUST BE AT LEAST TWO FEET AND NO MORE THAN SIX FEET. 0 EXISTING UNDERGROUND TELEPHONE, FIBER AND CABLE TELEVISION FACILITIES MAY BE LOCATE° IN CLOSE P0002111 TO THE WORK. THE CONTRACTOR MAY, IF NECESSARY, TEMPORARILY DISPLACE THE CABLES DURING CONSTRUCTION AND REINSTALL THEM IN ACCORDANCE NTH 1116 APPROPRIATE TELEPHONE, FIBER OR CABLE TELEVISION 001,101NY'S GUIDELINES WITH THEIR PRIOR CONSENT. COORDINATION WITH BOTH NE TELEPHONE AND CABLE TELEVISION COMPANY IS REQUIRED TO BE DONE BY THE CONTACTOR. T THE CONTRACTOR SHALL AT NEAR EXPENSE, SUPPORT ANO PROTECT ALL UTILITIES, 50 NAT TH11 WILL FINCDON CONTINUOUSLY DURING CONSTRUCTION INCEPT THOSE DESIGNATED TO BE TEMPORARILY SHUT DOWN, THE CONTRACTOR SHALL GER AUTHORIZATION FOR TEMPORARY SERVICE DISRUPTIONS PRIOR TO ANY UTILITY WORK AT LEAST 40 HOURS IN ADVANCE CUSTOMERS SHALL BE NOTIFIED ACCORDING TO THE U1ILRY PROVIDERS REQUIREMENTS. SHOULD A UTILITY FAL ASA RESULT OF THE CONRACTOR'S OPERATIONS, IT WILL BE REPAIRED IMMEDIATELY BY EITHER NE CONTRACTOR OR THE UTILITY PROVIDER AT THE FULL COST OF LABOR AND MATERIALS TO THE CONTACTOR. 0 ALL VALVE BOXES, CLEM40UTS, MANHOLES, GW WIRES, SHALL BE ADJUSTED TO FINAL GRADE THE CONTRACTOR SHALL FIELD VERIFY THE LOCATOR AND ELEVATION OF ALL SANITARY SEWER SERVICES AND WATER SERVICES PRIOR TO CONSTRUCTION. 10.1RRIGATION LINES MAY EXIST WITHIN THE PROJECT BOUNDARY. THE CONTACTOR SHALL MAKE EVERY EFFORT TO LOCATE IRRIGATION LINES THAT MAY BE AFFECTED BY THBR WORK ANY DAMAGED IRRIGATION EQUIPMENT OR LINES NOL BE 1300)4541 N ARL CYST Cr 101 [0µ114110R. 11,1085410450404013011404004501154001000810191 H[1AAIA2424 oTTOf ISP5CW2r N APO. [OBE 10 IR IXI5NNG SLOPES. THE CONTRACTOR SHALL MAINTAIN SLOPE/TRENCH STABILITY UNTIL MAMMON 15 BACKFILLED THE CONTRACTOR SHALL SUBMIT SHORING PUNS TO NE COUNTY ANO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO 912140 COERO OMFL, 2 ANY MATERIAL NOT SUNABLE FOR BACKFILL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF, BY AND AT THE EXPENSE OF THE CONTRACTOR J ALL EMBANKMENT MATERIAL REQUIRING COMPACTION WILL CONFORM TO 000T/ASTM STANDARDS. 4 IF GROUNDWATER IS ENCOUNTERED CONTACT ENGINEER OF RECORD BEFORE PROCEEDING WTH WORK IN AREA OF GROUNDWATER 5 IF BEDROCK IS ENCOUNTERED CONTACT ENGINEER OF RECORD BEFORE PROCEEDING WITH WORK IN AREA OF BEDROCK B EDSTNG DITCHES RUN THROUGH PROPERTY UNITS IF DISTURBED, THE DITCH SHALL BE REPLACED IN ITS ORIGINAL LOCATION BY RE-SGARIFING EIGHT INCHES BELOW THE ONTNCH AND COMPACTING WA NEW THREE INCH 0011 05 OYER OF BENTONITE MIXED SOIL ONE (1) POUND OF BENTONITE PER ONE (I) SQUARE FOOT OF AREA IS REQUIRED THE CONTRACTOR SHALL CONTACT AND COORDINATE ALL WORK WITH THE DITCH COMPAT, T ARES OF HEAW VEGETATION, TREES, ROCKS, ETC MAY NOT ALL BE SHOWN ON PUN SET. THE CONTRACTOR SH6L FAMILIARIZE THEMSELVES WON THE EXISTING CONDITIONS AND REQUIRED CONSTRUCTION METHODS TO PERFORM THE 9000 WORK CERTAIN AREAS MAY REQUIRE TREE REMOVAL, BOULDER RELOCATION, CLEWING AND GRUBBING, ETC TINT MAY NOT BE SPECIFICALLY CALLED OUT, B THE CONTRACTOR RIALU BE RESPONSIBLE FOR REMOVING ANY GROUNDWATER ENCOUNTERED DURING THE CONSTRUCTION OF ANY PORTION OF THIS PROJECT. GROUNDWATER SHALL BE PUMPED, PIPED, REMOVED AND DISPOSED OF IN A MANNER WHICH DOES NOT CAUSE FLOODING OF EXISTING STREETS NOR EROSION ON ABUTTING OPFRIIES IN ORDER TO CONSTRUCT THE IMPROVEMENTS SHOWN IN THESE PUNS. THE CONTRACTOR IS RESPONSIBLE FOR ANY COLORADO DEPARTMENT OF PUB0C HEALTH AND ENVIRONMENT STORM WATER DISCHARGE OR DE -WATERING PERMITS THAT CORRESPOND WITH THESE ACTIVITIES. R. ONSITE NATIVE MATERIAL CAN BE USED FOR STRUCTURAL BACKFILL IF APPROVED BTA GEOTECHNICAL ENGINEER AND SHALL BE SCREENED TO 51X INCH MINUS. INSTALLED IN TWELVE INCH LIFTS AND COMPACTED TO 95 PERCENT WIN Or100ANI IMMURE COORNI. 10 STRIPPED TOPSOIL GENERATED ONSITE TO BE STOCKPILED AND USED FOR RE -VEGETATION, ( motor COVRI1L 14114 1 THE ULTIMATE RECEIVING WATERS ARE THE ROARING FORK R5ER 2. TOPSOIL WILL BE STRIPPED AND STOCKPILED WITH REINFORCED FILTER LOGS SURROUNDING STOCKPILE AND THEN SEEDED AND *RAWE0 FOR STABILIZATION, CONTRACTOR 15 RESPONSIBLE FOR REMOVAL OF DIRT FROM VEHICLES LEANNC THE SITE PER GARFIELD COUNTY CODE 3. EROSION AND SEDIMENT CONTROLS ARE TO BE INSPECTED EVERY FOURTEEN CALENDAR DAYS OR AFTER EVERY STORM EVENT THAT EQUALS OR EXCEEDS A HALF INCH OF PRECIPITATION 4 CONTRACTOR IS RESPONSIBLE FOR CHECKING THAT ALL EROSION CONTROL RAPS ARE FREE OF MUD, DIRT, AND DEBRIS ALL STRUCTURES ARE TO BE CLEANED ONCE DEPOSITED SEDIMENT REACHES ONE THIRD THE HEIGHT OF THE STRUCTURE 5. ACTUAL LOCATIONS OF 41.1 ER054N AND SEDIMENT CO 6 EROSION CONTROL FENONG AND OTHER EROSION CONTROL MEASURES SHALL BE REMOVED AFTER ALL VEGETATION SEEDING IS AT LEAST BO PERCENT GERNINATEO Z. CONSTRUCTION TMD, SFARILRED ENTRANCE, STAGING AREA, ANO PERIMETER EROSION CONTROL MEASURES SHALL BE x51811110 P1I000 TO ANY 511E GRADING OR EKGVATIDN 001M01115. B. STOCKPILED MATERIALS SHALL BE SURROUNDED WITH FILTER LOGS AND WEIGHED DOWN WITH SAND BAGS. LOGS MAY NOT GORTON STRAW CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF DIRT FROM VEHICLES LEAVING THE SITE 9 ALL DRAINAGE STRUCTURES ARE TO BE PROTECTED BY EROSION CONTROL MEASURES 10.IF ANY TEMPORARY ROW LINE IS TO OCCUR DUE TO INTERMITTENT GRADE CHANGE, CHECK DAMS, SURFACE ROUGHENING AND ADDITIONAL BOPS SHOULD BE IMPLEMENTED. 11.RESURFACING OR REVEGETATION PRACTICES SHALL FOLLOW ALL LAND DISTURBING ACTMTES IMMEDIATELY UPON COMPLETION F SAO ACTIVITIES IF RATIDN PRACTICES ARE DECAYED, FINISHED TOPSOIL GRADE SHALL BE PROTECTED AO60000 ANST WIND AND WATER EROSION WITH TEMPORARY EROSION CONTROL BOP'S IMMEOATELY UPON COMPLETION. 12WATER SHALL BE USED AS A DUST PALLIATIVE WHERE REQUIRED. LOCATORS SHALL BE M ORDERED THE COST OF WATER SHALL BE INCIDENTAL TO OTHER BID ITEMS SWEEPING AND CLEANING ADJACENT STREETS AND SIDEWALKS DURING CONSTRUCTOR WILL BE PERFORMED AS NECESSARY AND AS DIRECTED BY THE ENGINEER SWEEPING, AND BAST 0r0Fx1121 T[ 0ONRIST 04 TO Et N0w1NLTL 10 ONE 0001n 4NIAV041014 FYI CIIRWr r'W420.. I THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSIRUCTON STAKING OF BOTH HORIZONTAL AND VERTICAL LAYOUT ON THIS PROIECI. 000001NATE5 ARE REFERENCED IN THE COORDINATE LIST SHOWN ON THESE PUNS THE CONTRACTOR SHALL COORDINATE WITH THE PROJECT ENGINEER FOR INTERPRETATION AND INFORMATION IN STAKING OF THE PROJECT FOR CONSTRUCTION. 2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRESERVING ANY MONUMENTS, RANGE POINTS, 11E5. BENCHMARKS, ANO/OR SURVEY CONTROL P01140 WHICH MAY BE 015TRI00TE0 OR DESTROYED 0Y CONSTRUCTION 50014 POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENT BY A REGISTERED PROFESSIONAL LAND SURVEYOR AUTHORIZED TO PRACTICE LAND SURVEYING IN THE STATE OF COLORADO. PROPERTY CORNERS WHICH FALL WeN9 NEW taICKR 1.0401% WHEEL BE ONIWAO AM 5[111l'ASxr F'LS L4Mi OI COMLCE 110 14G600.4. TO INK 1FB0401. ASPHALT BP BEONN1 POINT BOOF WALL C4c CURB ARO GUTTERCURD OGUTTER CWRRUGTED METAL PPE coNC OMH CURB NAGEMANHOLE Ea EAST Hamar EG .ISING GRADE EGG. EOGE OF V EL/ EL£V D EIEC ELECIRICNGRA ESEVPAwNENTEEINO.T. FL FINISNE00F SDE FLOWUNE . FEET 0 13 ORME BREAK GUISORDL ilRct HOORRBONTM CONTROL UNE HOPE HIGH-DENSPY HOT BIN INOUSOPAVEMENT E H YA HOCT MM ASPHALT LDA U.�L OFFEEDU DISTURBED AREA Iclf. LOW PORI LANDSCAPED AREA MAX WDMUA NH MANHOLE MECHAMTIVE GRACAL EARTH NAS R. 4/ P.CS. POINT OF CURVATURE P C C POINT OF CONSTANT CURVATURE POIINTPOIF RETURNING CURVATURE PAVEMENT R/R REMOVE REPLACE R RADIUS N RMIIT _REINFORCED CONCRETE L'It EF. RENGE R.P.W RADIUS POINTEC SECTIONY SQUARE BEET SlAHEET H SEEWERRMMNME 00 CRASS AR. SA. W. SIDAETI'NALX SWARE YARD TOP BACKRB iVCTOP K OTOP OF WALL TYR. TYPICAL 3. WEST BOUNO VALLEY PAN EARLE TV UNE EASEMENT LINE ECCE OF PAVEMENT EDGE OF GRAVEL EDGE OF WATER FENCE LINE FIBER OPTIC LINE FLOW LINE FOUNDATION DRAT *L -11 - FORCE MAIN -NM- GAS LINE GUTTER FLOW LINE MAJOR CONTOUR -DIF- MINOR CONTOUR 0114 PROPERTY LINE ------- RIGHT-OF-WAY SANITARY SEWER UNE (510E)---%SA---RSA- STORM DRAIN LINE TEMP CONSTRUCTION E50T TBC/SIDEWALK/CONCRETE 0.41131EICASO ELLCnL4 010E-__XEL___XEL- 4/p010A01M0 TIL 110044.0 414 YAM - - - .91 W/TEw 104---kWL---YM-- WATER SERVICE LINE---WS---W5- FCFND rr,1)400 PJi3A0RO• .Ae -lN-11'-.IV- FO- 50 -611-6911-- -WS 'W BY -------WS -W5 CABLE BO% CABLE RISER CURB STOP CURB INLET DECIDUOUS TREE ELECTRIC MANHOLE/ METER SUM{ IDAr9NE0A 44(1421E101 IN(/ 404.1 GIT[ ARM FIRE HYDRANT GAS VALVE GATE VALVE GUY ANCHOR MAILBOX MONUMENT MARKER POWER POLE SEWER MANHOLE SO4 O5*881 200001 SIGN SPOT ELEVATION STORM MANHOLE STREETLIGHT TELEPHONE MANHOLE Graphic Scale 0 5 10 20 I. Feel: 1.20000000 = 1'-O'_XREF F0FND *04101: © ASDL Cin 0 © 0 0 P:\8011541 -HOLY CROSS s0LVo8-P1v\04-8x¢1061\11-I0LY 11000014 ROMP 0/49/1110 1641 04 IM Roe. Dona CHECKED BY RBG DRAWN BY: RGG 2 o 100 a: 2019-45 FOR CONSTRUCTION ee Q 0 J 0 0 OO o } Lo 0 114 Z K1- w W Il Ln J O z} �u LL er N l/T? DO N 1/1 Me Q cc U a } al 1/1 011 J O rn i NOTES AND LEGEND c1 Of5 TOTAL PAGES S 02°01'05" W / 4 Q 0 / \—STAKELI or= LI LI 1 VAULT tNe roar: (11,1 NAL LYSTOJOLN16--, POLE (N 14.vbILe fl00• •N111: 274"' P4,11414141 lama re .101. FOUND SPTICE 11114.4. area -1311N 3 REBAR & CAP L.S #15710 (END) 11-K114. "=111941 1.1422rrem, ,raari ar. 01•0111. real RUMS amasTORAIII .4'-, Graphic Scale inim=1' la Fad: I' - 201 JACKSON FAMILY RANCH, LLC. () A 0 ‘\' 151 1A \ 20111\ 45—NOLT 011035 STEV34,100,04—SATSET00-1401.L C.01.01O Ao.. evwzolo IMO k B, 11,01 Oarld c0105:501I, WO DRAVRilir. Roo AN JOB 0: 2019-45 FOR CONSTRUCTION !DUSTING CONDITIONS C2 005 TOTAL PAGES V- .3 Graphic Scale In Feet: I' nn TO' PROPOSED MAINTENANCE ACCESS FOR SOLAR ARRAY SITE. irrwux 004C OC 0iFFEN PROP0101 M RNA,' FE4E t 55 LF. P5000500 4' 004 40 PJC CONDOR FOR EIECTPoL(KEEP 4B' OF COVER) nlnln01-roe iL Mlb(-0nw-M011., gr cram. nny 4 011*N. WEI CHECKED 110: RBG DRAWN BY: RGG 108 F: 2019-45 FOR CONSTRUCTION ce 0 o Oo y LD ww z6— cc I— w OD w 4n J O z} °u W �{ N- • a CO V) • Z ce • m• � J M 2 GRADING PLAN C3 015 TOTAL PAGES SILT FENCE DETAIL NOT TO SCALE 2'K 1' HARDWOOD POSTS FILTER FABRIC 2' WIDE NAM MAW 111'mM:fillI �c pest FR TEN £ARATC •[tiN Art td/JNN 4. STAPLES BACKFILL TRENCH WITH CO/1PACTE0 EARTH USE EITHER FLAT BOTTOM OR V BOTTOM TRENCH kamiUX rgEYCN SEC Sir FILTER FABRIC LA TN COMPACTED EARTH— L C(YWACIFIMRTA� y NAM, FABRIC' &E LMS! /LSECIJQ e FR 1EN rALTRTC (ATk a. 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WTORCISO aWNaMI RACE, wWr0fv r1..A0n: L AROMA :{ CiAl TN 4r-•Ti�Ir trNi S REBAR & CAP L.S. #15710 (END) 0151N1 WILLS. MOWN 07'1016 JACKSON FAMILY RANCH, LLC. nFMf111T1015 I FCTNN /SPINET ONCVAL P5. $IANs10LY CROS: RTn04-o 0o. -xi T,3OLSE-IQY aOSSP.N M•fl 0/22/2010 lace NI AA 1.... Gum l7 z 22 LLIW z (J .n CIQm w'om Yiom ce O. O192ER5 a z 0 0 ce CHECKED BY RN DRAWN BY: RGG JOB R 2019-45 FOR CONSTRUCTION CC Q 0 J 0 0 O o in } LO L9 W Z T— • E- W 0 WN —10 Z} Lu W N 11-1 pp ii.' 1.9 rA CL }Z 0 QCC = U ced } cy, Ln 0 O en x EROSION CONTROL / DEMOLITION / DETAILS C4 015 TOTAL PAGES