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Home My WebLink AboutPlansFound 1920 USGLO J" bross 't- o( (</ \ v on 1" iron pipe. ^a P onk formT +rod. focs. ,ffii:í2 Gos Well Pod sG 41-27 5089.5-ffi ffi ffiH ffiH #H H# tr# ffi l-H H ffi H H H line 339.52' s88030r20'rE 80v Gos Se ^ 771.66' (r Pivot Solar 1 LLC Lease Exhibit" CMP of apor\løollhe Strait Bottom Ranch found l920 USGLO 3" bross I cop on 1" iron pipe. I(J , SIruaIrD IN THE NEI/4 OF SECTION 27, TOWNSHIP 7 SOUTH, RANGE 9Lxlstrng 90s lines No eosement nored CouNry 0F GARFIELD, SrATE 0F C0L0RAD0 Basis of Bearings Ó WEST OF THE ÓTH P.M.-Nggolg'10"\ry ,ffi - -()\2636.68' (, in title commitment (XEP Rocky Mountoin/ Terro ond Willioms production) Courrrv PaRcrl No. 240923ı00098 r(_/P\,/ ///t(t County Parcel No. 240923300098 Strait Bottom Ranch, LLLP P.O, Box 26 Woody Creek, CO. 81656-0026 (]dIC¡bO E .9Õ ts- ,,JÈ N8go30'20"w Proposed fence (r /t( / ,Q' Point of Beginning 0ê lfl/FY o /" G Z+CL: N89'1 CL: S8B2JJ 06,+Grovel occess rood 27613 i.¡t¡)ñtÎrl) c\¡ + yøc'"z/ + + + st ät SurvCo Inc. Professional Land SurveyinÉl Services "servlng Western Colorodo slnca 1991 ' A26-1/2 Çrc:nd Avenue Post Office Box 2782 Clenwood Sprinçs, CO, 81 602-2782 Phone moil.com97C945-5945 Ëmoil: survco Dote: Jon. 20, 2021 dwç file; 20.OA4.AO2 Client: Pivot Solor 1. LLC Job No.: 2O.OO4 N0_BY oÂÎt REVì5ION OESCRIPTICN ffiffitrtrffÆAËåÅåffitrtrtrtrtrGRAPHICSCALE -HH 100000tIï I R ffim H H feet 1 inch = 100 ft. All lineor dimensions shown hereon ore in US III- uÕ- oØ otâ c:t;; moØo:of T(^tr O J(, 1 28.1 6' CL: L=129.89' R=2?9.73' CA=32'23'42" CH=N76'54'J1"W \È Title [x. No. i2 Reserved occess opprcrtrch, Porcel 2 Bk 100, P9. J76 Sei 18" long No. 5 rebor wilh i-1 /2" oluminum ""tO .op morked os "Leose Co." flush with grode PLS No. 2761J c()¡ I'Vooden utility pole \ Buried gosline morker @ Gcrs welt I Ië Legend S ymbol s 26 oq k) -\ I L I I I I Iof Found J-1/2'' Bl.M oluminurn cop on 3" oluminum pipe set in 1982 Sheetlofl Drown By: S. Phelps I P ó E ;I q ò 9 t INTERCONNECTION SYSTEMS INC. PS 1 8.3 GARFIELD COI.INITY, COLORADO FEATURE LEGEND EXISTING PROPOSED --^^.-SF^,/- AppRox LocATIoN - 29"24',53" N 108005'22" W A PORTION OF THE STRAIT BOTTOM RANCH LOT I, NW 1/4 OF T}IE NE I/4, SECTION 27, TOWNSHIP 7 SOUTH RANGE 96 WEST OF THE 6TH P.M. COLINTY PARCEL NO. 240923300098 SILT FENCE OVERHEAD ELECTRIC LINES BURIED ELECTRIC LINES FIBER OPTIC LINES BURIED TELEPHONE GAS LINE CHAIN LINK FENCE -E_O- -E-U- -FO- CONTOUR SEDIMENT LOGS DRAINAGE FLOWARROWS PROPERTY BOUNDARY CONSTRUCTION LIMITS EASEMENT ++ - - THIS PLAN SET CONTAINS 08 PLAN SHEETS PROJECT LOCATION PROJECT ¡-.- LOCATION COLORADO GOVERNING SPECIFICATIONS THE 2019 EDITION OF THE COLORADO DEPARTMENT OF TRANSPORTATION 'STANDARD SPECIFICATIONS FOR CONSTRUCTION'SHALL GOVERN EXISTING UTILITIES ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORI\¡ TO COLORADO MANUAL ON UNIFORI\4 TRAFFIC CONTROL DEVICES, INCLUDING FIELD MANUAL FOR TEMPORARY CONTROL ZONE LAYOUTS.THE LOCATION OF UNDERGROUND FACILITIES AND/OR STRUCTURES AS SHO\^N ON THE PLANS ARE BASED ON AVAILABLE RECORD AT THE TII\¡E THE PLANS VIÆRE PREPARED AND ARE NOT GUARANTEED TO BE COMPLETE OR CORRECT. THÊ SUBSURFACE UTILITY INFORIMATION SHOI^,/N IS UTILITY QUALITY LEVEL D, AS DETERMINED USING THE GUIDELINËS OF 'CI/ASCÉ 38.02 STANDARD GUIDELINES FOR THE COLLECTION AND DEPICIION OF EXISTING SUBSURFACE UTILITY DATA.' THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITIES 72 HOURS PRIOR TO CONSTRUCTION TO DETERMINE THE EXACT LOCATION OF ALL FACILITIES AND TO PROVIDE ADEAUATE PROTECÍION OF SAID UTILITIES DURING THE COURSE OF WORK. CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO I\¡AINÍAIN OPERATION OF EXISTING UTILITIES THROUGHOUT THE DURATION OF THE PROJECT. IN THE EVENT THATAN INTERRUPTION OF SERVICE IS UNAVOIDABLE IN ORDER TO COMPLETÊ THE WORK, CONTRACIOR SHALL PROVIDE ADEOUATE NO-TIFICATION TO ALL AFFECTED BUSINESSES A IVIINII\iIUM OF 3 WORKING DAYS IN ADVANCE OF ANY INTERRUPÍION. . COLORADO RIVER PROJECT LOCATION SHEET LIST TABLE SHEET NUMBER SHEET TITLE 01 TITLE SHEET 02 SEQ & NOTES 03 EXISTING CONDITIONS AND REMOVALS 04 GRADING AND DRAINAGE 05 EROSION & SEDIMENT CONTROL & RESTORATION PLAN 06 DETAILS SHEET 1 07 08 DETAILS SHEET 2 DETAILS SHEET 3 l*¡llt¡l;i¡, i¿. M0lþl '¡'ll.rltrñoú Ergþ Gumtßo r .Ëtd. It{¡tlgr ffiãüco Grrl¡åld -:;r,ù ì ì,,rLll.l- . fllh ¡¡ry'r"ç.$rr LrtoSil. ¡f,¡r¿ -Vttar Date ¡':':t:: * LOCATION MAP A CLIENT INTERCONNECTION SYSTEMS INC. 18I4 18TH ROAD, CFNTRAI CITY, NF 68826 CENTRAL CITY, NE 68826 ENGINEER EMMONS & OLIVIER RESOURCES, INC. 1919 UNIVERSITY AVE S SUITE 3OO ST PAUL MINNESOTA 55104 TELEPHONE: (651) 770-8448 FAX: (651) 770-2552 eorinc.com CONSTRT]CTION NOTE 6 5 SUB[4ISSION DATE: 05-14-2021 4 3 2 )ESIGN BY KDC DRA!\N BY BR TITLE SHEET 1 PS1&3 GARFIELD COUNry, PARACHUTE, COLORADO NO DATE BY REVISION 1,,,\9 SPEOTßUM Ef{(iIilEERINT AIiO ËIII,IROI{MENTAL, LLC NqUttlUSIiir;,[#r. EOR PROJECT NO. 1675-0002 BN Emmons & Olivler Resources, Inc. 1 91 I Univ Ave S #300 St Paul, MN 55'f 04 Tele: 651.770.8448 www.eorinc.com Iii;iËi,r STATE PROJFCI NO -ICITY PROJECT NO - SHEET 01 OF 08 SHEETS I Ip ó Ë'a 3. REFERENCE TO COLORADO DOT SPECIFICAIIONS SHALL MEAN 2019 SPECIFICATIONS FOR CONSTRUCTION. GENERAL SITE WORK NOTES CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO BEGINN¡NG ANY CONSTRUCTION BY CALLING UTILITY NOTIFICATION CENTER OF coLoRADO (303) 232-1 991 2, VERIFY HORIZONTAL LOCATION AND ELEVATION WHERE A CONNECTION TO EXISTING PAVEMENT, STRUCTURE, PIPE OR OTHER SITE FEATURE IS TO BE MADE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLANS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY APPROPRIATE ADDITIONAL PERMITS. THIS MAY INCLUDE FOR DEWATERING, BURNING OR OTHER GRADING ACTIVITIES. STORM SEWER NOTES 1. STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH CDOT DIVISION 5OO SPECIFICATIONS, 2, APPROXIMATE PIPE LENGTHS ON THE PLAN INCLUDE lHE APRON SECTION. GENERAL UTILITY NOTES PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS AND INVERTS, SHO\^JN OR NOT SHO\^/N. ANY DISCREPANCY BETWEEN PLANS AND FIELD CONDITIONS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY- 2. ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WTH GARFIELD COUNTY REQUIREMENTS, 3. UTILITY TRENCHES SHALL BE COMPACTED TO 95% STANDARD PROCTOR MAXIMUM DRY DENSIry (ASTM D698,78 OR AASHTO T-99) FROM THE PIPE ZONE TO WITHIN THREE FEET OF THE GROUND SURFACE AND 1 OO% STANDARD PROCTOR IN THE UPPER THREE FEET UNDER WALKS AND PAVEMENTS, AND 90% SIANDARD PROCTOR IN LANDSCAPE AREAS, STORMWATER POLLUTION PREVENTION NOTES 1, THE CONTRACTOR SHALL IMPLEMENT EROSION CONTROL IN ACCORDANCE WTH CITY, COUNTY AND STATE REQUIREMENTS AND AS SHOWN ON PLANS. 2. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF ACCUMULATED SEDIMENT AI % CAPACITY FROM BMPS DURING THE DURATION OF CONSTRUCTION UNTIL FINAL STABIL¡ZATION IS ACHIEVED. 3. CONTRACTOR TO ADHERE TO ALL TO\^/T!SHIP AND COUNTY, PERMIT REQUIREMENTS, INCLUDING THE REQUIREMENT TO MINIMIZE THE AREA DISTURBED BY GRADING AT ANY GIVEN TIME AND TO COMPLETE TURF RESTORATION WTHIN THE TIME REQUIRED BY THE PERMIT AFTER COMPLETION OF GRADING OF AN AREA. I5.TRUCKAND CONSTRUCTION VEHICLE WASHING AND DEGREASING IS PROHIBITED ON SITE. CONSTRUCTION EQUIPMENT MUST BE THOROUGHLY CLEANED PRIOR TO ACCESSING THE SITE TO LIMIT THE SPREAD OF INVASIVE SPECIES, LABELED SPILL KIT MUST BE ON SITE AND BE KEPÎ IN THE VICINIry OF THE STAGING AREA(S). 16. NO HAZARDOUS MATERIALS (OIL, GAS, FLUIDS, PAINTS, LUBRICANTS, ETC.) ARE TO BE STORED ON SITE. lT.CONCRETE AND OTHER WASHOUT LIOUIDS SHALL BE CONTAINED IN A LABELED FACILITY NO WASHOUT MATERIAL SHALL DISCHARGE TO GROUND OR PAVEMENT SURFACES. 18.ANY SEDIMENT REMAINING IN PLACE AFTER THE EROSION CONTROL DEVICE IS NO LONGER RÊQUIRED SHALL BE GRADED TO CONFORM WTH THÊ EXISTING GRADE, PREPARED, AND SEEDED WTH THE APPROPRI,ATE SEED MX AS NOTED ON THE PLANS. 1 9. SUITABLE GRADING MATERIAL SHALL CONSIST OF ALL SOIL ENCOUNTERED ON THE SITE WTH EXCEPTION OF TOPSOIL, DEBRIS, ORGANIC MATERIAL AND OTHER UNSTABLE MATERIAL. CONTRACTOR SHALL STOCKPILE TOPSOIL AND GRANULAR FILL AT SUITABLE LOCATIONS AS DETERMINED BY CONTRACTOR. 4. CONTRACTOR SHALL PROTECT EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, IRRIGATION SYSTEM, LA\^JNS AND SITE ELEMENTS DURING CONSTRUCTION OPERATIONS. 5. CONTRACTOR SHALL REVIEW THE SITE FOR DEFICIENCIES IN SITE CONDITIONS WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR WARRANTY. UNDESIRABLE SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO BEGINNING OF WORK. GENERAL EARTHWORK NOTES 1. AGGREGATE QUANTITY DOES NOT INCLUDE ADDITIONAL VOLUME OF MATERIAL TO ACHIEVE COMPACTION. 2. TOPSOIL STRIPPING, STOCKPILING AND RESPREADING IS INCIDENTAL TO UNCLASSIFIED EXCAVATION. CONSTRUCTION SEQUENCING 1. INSTALLATION OF TEMPORARY EROSION AND SEDIMENT CONTROL BMPS. 2. CONSTRUCTION OF GRAVEL ACCESS ROADS AND STORMWATER BASINS. 3. SECURITY FENCE INSTALLATION 4. DRIVING PILES FOR PV EQUIPMENT. 5. INSTALLATION OF PV EQUIPMENT. 6. FINAL STABILIZATION 4. ALL EXPOSED SOIL AREAS WITHIN 2OO FEET OF A WATER OF THE STATE OR ANY STORMWATER CONVEYANCE SYSTEM WHICH IS CONNECTED TO A WATER OF THE SIATE MUST BE STABILIZED WTHIN 24 HOURS- 20.EXISTING GRANULAR MATERIALS SHALL BE SEGREGATEÞ AND STOCKPILED FOR REUSE ON-SITE. 2. CONTRACTOR SHALL VERIFY PLAN LAYOUT AND BRING TO THE ATIENTION OF THE ENGINEER DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN OR INTENT OF THE LAYOUT. 3. CONTRACTOR SHALL ASSURE COMPLIANCE W|TH APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK AND MATERIALS SUPPLÍED. 21,CONTRACTOR SHALL STRIP, STOCKPILE AND RE-SPREAD EXISTING ON-SITE TOPSOIL TO PROVIDE A UNIFORM THICKNESS OF AT LEAST 6 INCHES ON ALL GRADED AREAS. 22.SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF THE EXISTING PAVEMENT. 23.GRADËS SHOWN ARE FINISHED GRADES, CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION, LEAVE SITE READY FOR SUBBASE. 24.FINAL GRAD¡NG TOLERANCES ARE IO,1 FEET OF PLAN GRADES. 25.ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OFF THE CONSTRUCTION SITE. DISPOSAL SHALL BE DONE IN A MANNER THAT MEETS ALL APPLICABLE REGUTATIONS. 26.CONTRACTOR IS RESPONSIBLE FOR GRADING AND SLOPING THE FINISHED GROUND SURFACE TO PROVIDE SMOOTH & UNIFORM SLOPES, WHICH PROVIDE POSITIVE AND PREVENT PONDING IN LOWER AREAS. 27.SLOPES AT 3:1 OR STEEPER, AND/OR WHERE INDICATED ON THE PLANS SHALL BE SEEDED AND HAVE AN EROSION CONTROL BLANKET INSTALLED OR MAY BE HYDROSEEDED WTH BONDED FIBER MATRIX (BFM). GENERAL LANDSCAPE NOTES 1. CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING IO THE NATURE AND SCOPE OF WORK. 5. ALL CONSTRUCTION ENTRANCES SHALL BE SURFACED WTH CRUSHED ROCK (OR APPROVED EQUAL) ACROSS FULL WDTH FROM ENTRANCE POINT TO 50 FEET INTO THE CONSTRUCTION ZONE. 6. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WTH CITY, STATE, COUNTY. 7. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF ACCUMULATED SILT IN FRONT OF SILT FENCES, SEDIMENT CONTROL LOGS, ETC. DURING THE DURATION OF THE CONSTRUCTION. 8. MAINTAIN EXISTING EROSION CONTROL. RE-ESTABLISH ANY EXISTING EROSION CONTROL DISTURBED BY CONSTRUCTION, 9. CONTRACTOR SHALL PROVIDE ADDITIONAL TEMPORARY EROSION CONTROL MEASURES AS REQUIRED FOR CONSTRUCTION. lO.REMOVE ALL EROSION CONTROL MEASURES AFTER THE WORK HAS BEEN ACCEPTED BY THE CITY, COUNTY, STATE, AND PROJECT ENGINEER. 1 1,THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEÐIMENT TRACKED ONTO EXISTING STREETS AND PAVED ARËAS WTHIN 24 HOURS OF NOTICE IN ACCORDANCE W|TH CITY, COUNTY, AND STATE REQUIREMENTS- 12.IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALLAPPLY WATER FROM A TANK TRUCK IO ALL CONSTRUCTION AREAS. 1 3. STOCKPILED SOIL IS ONLY PERMITTED IN APPROVED LOCATION(S) AT SLOPES EQUAL TO OR FLATTER THAN 2h:1v. ALL STOCKPILED SOILS SHALL BE PROTECTED WITH TWO > 6' DIAMETER COMPOST/ROCK LOGS AND DAILY SURFACE PROTECTION. 14. NO RE-FUELING OF TRUCK AND CONSTRUCTION EQUIPMENT IS PERMITTED ANYWHERE ON SITE EXCEPT IN THE VICINITY OF FIELD APPROVED STAGING AREA(S). A CONSPICUOUSLY Item No.CDOT Ref#Item Estimated Quantity Un¡ts 1 203.12 UNCLASSIFIED EXCAVATION (560 CYCUT, 368 CYFILL; NET 192 CY)192 CY a 204.12 VEHICLE TRACKING PAD 2 EA a 208.12 SILT FENCE 2271 LF 4 212.08 SEEDING (NATIVE)14.29 AC 213.O5 MULCHING (HYDRAULIC)14.29 AC o 216 04 SOIL RETENTION BLANKET (BIODEGRADABLE CLASS 2)215 SY 7 304 08 AGGREGATE BASE COURSE (CLASS 5)214 CY 8 304.08 AGGREGATE BASE COURSE (CLASS 6)92 CY 420.10 GEOGRID BX ryPE 1 (TENSAR BX11OO OR APPROVED EQUIVALENT)855 SY 10 601.20 REINFORCED CONCRETE, CLASS B 7 CY 11 603.13 22 INCHX I3INCH REINFORCED CONCRETE PIPE ELLIPTICAL 40 LF 12 603.1 3 23 INCH X 13 INCH REINFORCED CONCRETE END SECTION ELLIPTICAL 2 EA IJ 607.05 20 FOOT GATE (CHA|N L|NK)2 EA 14 607.05 FENCE (WOVENWIRE)4347 LF 15 626.02 MOBILIZATION I LS 6 5 SUB[4ISSION DATE: 05-14-2021 4 3 )ESIGN BY KDC DRA!\N BY BR2 SEQ & NOTES ost14t2021 KDC tFc PS1&3 GARFIELD COUNTY, PARACHUTE, COLORADO Btr Emmons & Olivier Resoufces, lnc. 1 91 I Un¡v Ave S #300 St Paul, l\¡N 55104 Tele: 651-770-8448 www,eorinc.com ¡i I I [w;+xl,'; STATF PROJECT NO -ICIry PROJECT NO -SHEET 02 OF 08 SHEETSNODATEBYREVISION @ SPECTRUM EI{GIIIEERII{8 Ät{D Et{t,tR0tiMEÌ{TÂ[, tLc NoutrlusSoEsr f:., EOR PROJECT NO. 1675-0002¡ 02 16'ACCESS ROAD0307 o 07 STORMWATER BASIN 1 TOP OF BANK: 5056.5 BOTTOM: 5055.0 EOF: 5056.0 01 76', i..: EQUIPMENT PAD CONC FG: 5083.5 08 CONTRACTOR SHALL COORDINATE WITH GAS UTILITY TO ENSURE EXISTING GAS LINE IS PROTECTED DURING AND FOLLOWING CONSTRUCTION OF ACCESS ROAD 02 21"X 13" RCAP INV: 5087.0 16'WIDE ACCESS ROAD INSTALLED FLUSH WITH EXISTING GRADE 07 0120'ACCESS GATE 07 21" X 13" RCAP INV: 5086.6 / C. -s: ,"6, t Go' l SEE INSE U 40 LF 21" X 13" RCAP @ 1.oo% 02 16'ACCESS ROAD PERIMETER FENCE WILL BE INSTALLED 8' FROM BOV STRUCTURE01 0720'ACCESS GATE 07 02 PERIMETER FENCE (TYP.)16'WIDE FLUSH EXISTING GRADE SS ROAD INSTALLED 07 SCALE IN FEET INSET 001 EQUIPMENT PAD CONC FG: 5085.5 08 03 o4 07 07 STORMWATER BASIN 2 TOP OF BANK: 5061.5 BOTTOM: 5060.0 EOF: 5061.0 CONTRACTOR SHALL COORDINATE WITH GAS UTILITY TO ENSURE EXISTING GAS LINE IS PROTECTED DURING INSTALLAÏION OF PERIMETER FENCE PROPOSED SOLAR ARRAY CoNSTRUCTTON LTMTTS (TYP.) 0t E NOTES:1. NO SPRINGS, STREAMS, WETLANDS AND/OR OTHER SURFACE WATERS WERE IDENTIFIED WITHIN THE PROJECT BOUNDARY. AN OFFSITE DRAINAGE CHANNEL IS LOCATED SOUTH WEST OF SITE.2. SITE GRADING WITHIN THE SOLAR ARRAY IS NOT ANTICIPATED. ROADWAY SUBCUT, PAD AND BASIN ooNSTRUCT|ON tS ONLY ANTICIPATED GRADING. (560 CY CUT, 368 CY FILL; 192 CY NET CUT). 3. CONTRACTOR SHALL LIMIT DISTURBANCE OF EXISTING VEGETATION WHENEVER POSSIBLE. Lr SCALE IN FEET --- 0 75 150 300 A GRAVEL ACCESS ROAD PER DETATL 02t07 (0.22 ACRES) 40" MlN 12" MtN- 6" MlN. RCP ARCH CULVERT L *l PIPE BEDDING PER CDOT STANDARDS r -LT . ail rl,'\ \. \.\ I I I \ h\ 1 o SUBMISSION DATE: 05-14-2021 4 3 )ESIGN BY KDC DRAì¡N BY BR 2 GRADING AND DRAINAGE PLAN 1 o5t14t2021 KDC tFc PS,I &3 GARFIELD COUNTY, PARACHUTE, COLORADO ICIW PROJECT NÔ -ÍATF PRÔ.IFCT NO _SHEET 04 OF 08 SHEETS ruoütl¡usseEür d¡' EOR PROJECI NO. 16754002 Bm Emmons & Olivier Resources, lnc. '1919 Univ Ave S #300 St Paul, MN 551 04 Tele: 651.770.8448 www.eorinc.com IäþËi''fi NO DATE BY REVISION @ SPECTRUM EI{{¡II{EERI 1{G Alt0 Et{utB0t{ME1{TAL, Llc I ,P E ó I v 9 =$'9 E JI _t .9 9 8 ;t E i .9ı ts9 ,;r;lb8 9ó Ee 1s' NíN' 8 FÉ FP:u a€ É'¡ Àd I ã E ñ ë E ıtr H|GHPLATNS FOOTHTLL MEADOW SEED MtX (14.11ACRES) (1 LB./1,000 SF PER WESTERN NATTVE SEED SPEC.) HTGHPLATNS/FOOTHtLL WET MEADOW SEED MtX (0.18 ACRES) SEED MIXES SHALL BE APPLIED WITH HYDROMULCH AND COVER CROP -t þ High Plains Foothills Meadow Mix (A blend of 70olo High Plains grasses and 30o/o High Pla¡ns wildflowers) Htgn l,tatns rcorniltswiloilower Mtx 12 q¡ Cþome ærulata lRockv l\ilt. BeeDlarìt) 12 % Dalea DurÞurea (PurDle PEirie Clover) '12 % Llnum lewisil lBlue Flaxl I 2 (ß Penstemon str¡clE lRockv Ml Penstemonì 12 % Rátibida columnifeB (PE¡rie Corefower) E % L¡atis purÞtah (Dotted Gayfeatheù I 0,6 Lr.þin6 arqentew (Silver Lup¡ne) 7 % Hedysarum boreale (S\¡'leet Vetch) 4 % Gaillard¡a arisbta (Blankêtfiowêr) 3 % Erigeron speciosus (AsÞen Daisy) 3 % Rudbeckia hlrta (Blackeved Susan) 3 % svmÞhyotrichum laeve (Blue Aster) 2 % Monärda fistulosa (Wld Berqamot) 1.5 % Perìstemon virgatus (Warìd Penstemon) 0.25 % Penstemonqrifin¡¡ (Griffns Penstemon) 0.25 % Penstemonvirens (Blæ Mlst Perìstemon) High Plai ns/ Foothills Grasses 30 % Boutêloua curtipendula (S¡de Oats GEma) 20 % Pasæpwm smithii (Westem VvlFatgråss) 1 0 % Elvmus trachycaulus (SlenderVvlEatgEss) 5 % Achnatherum lrymenoldes (lndian Ricegrass) 5 % Andropogon geErdii (Big Bluestem) 5 9l' BôrlêlorE dñc¡l¡s lBhÞ Grâmâ\ 5 q4 Ffumrê Énâ.|êns¡s /Câñâde \ f lrlruê\ S ql, FlvmrÊ êhñôidês lBôl1lêhnRh Sdrtrêlfâ¡ll 5 ol, Pãn¡ôrrm virdâtm lSw¡lôhdEssì 5 % Schizachvrium sæpar¡um (Little Bluestem) 5 ol, SômlEs'ln¡m nllâns lYêllôw lndiãndEssì HIGH PI.AINSTFOOTHILLSWET MEADOW SE]ED MIX High Plains FoothillsW¡ldf lower M ix 96 CaEx 96 Juncß FINAL STABILIZATION MEASURES GRAVEL ACCESS ROAD (0.22 ACRES) SCALE IN FEET - - I o 75 150 300 ADDITIONAL EROSION AND SEDIMENT CONTROLS MAY BE NECESSARY DURING THE COURSE OF CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ADDITIONAL EROSION AND SEDIMENT CONTROL TO ENSURE COMPLIANCE WITH ALL APPLICABLE PERMIT REQUIREMENTS. SEE DETAIL 01/06 FOR THE MINIMUM INSTALLATION REQUIREMENTS OF SEDIMENT LOGS. 2. CONTRACTOR SHALL LIMIT DISTURBANCE AREA WHERE POSSIBLE AND STABILIZE DISTURBED AREAS WHEN FINISHED WORKING AS SOON AS POSSIBLE TO PREVENT EROSION AND SEDIMENTATION ISSUES. 3. CONTRACTOR SHALL INSPECT AND SWEEP FOR SEDIMENT TRACKING DAILY AND REMOVED ALL TRACKING BY THE END OF EACH WORK DAY UNLESS REQUESTED MORE FREQUENTLY BY CITY OF PARACHUTE, GARFIELD COUNry OWNER OR ENGINEER.992 LF SILT FENCE /io +r-o ^tlf^ì- C,:o La 20 SY SOIL RETENTION BLANKET CONSTRUCTION EXIT /l4;t/ta'lI 196 SY SOIL RETENTION BLANKET ,cf C)ac & ./ I\oai 58 SY SOIL RETENTION BLANKETI j'\ A \ 02 06 1279 LF S|LT FENCE (TYP.)ooNSTRUCTTON LTMTTS (TYP.) Y 5 SUBMISSION DATE: 05-14-2021 3 )ESIGN BY KDC DRAV\N BY BR EROSION & SEDIMENT CONTROL & RESTORATION PLAN ost14t2021 tFc PS1&3 GARFIELD COUNTY, PARACHUTE, COLORADO EOR PROJECT NO. f675-0002 ft¡Irl Emmons c vrrYrerff,r( l,î i ii,J ii"=; JJ.i!v ¿ì t c ¡ St paul, MN 5S104r ( c lr iJ I Tele: 651.770.8448 con rtur:rl) www.eo f i nc.com i[H.åffiîì :i j NO DAfE BY RÊV¡SION (þ SPECTß U [I E1{GI f{ EERI I{O AilD EillltB0lürEilTÂt, tto rS?r-Þ'rNqutrlusSolqr SHEET 05 OF 08 SHEETS tszú ou ts o lgIEAÍACH FAERIC'TO WRE IVESH AND SUPPORT POSfANCHORAGE IN€ITU SOIL SILT FENCE FABRIC 3ÊLIqIl4IgæryENt TO POS'T STD. FIELD FENCE, MIN.30'HIGH FABRIC ANCHORAGE TRENCH BACKFILL TRENCH WTH TAMPED NATURAL SOIL SUPPORT POSTS WTH RINGS OR WRE llEs STEEL FENCE POSI 5' MM. SPACINGOVERUP GEOTEXIILE FABRIC ô,ANÞ FASTEN AT 2'INTERVALS WRE OR CABLE TIES GEOTEXIILE FABRIC-OVÊRUP FABRIC 6' AND FASTEN AT2'INTERVALS UY FABRIC IN THE ÏRENCH FABRIC TO MEEI CDOT SPECINSET INSET 12'MlN SEDIMENT LOG {MæURÊÞ AIOre OÑEE) @ TOP OF SLOPE OR UNDISTURAEDAREA I SPACE STAKESAS FOLLOWS: FILTER SOCKS: 2"X2" NOMINAL WOOD STAKES AT 8 FOOT MAXIMUM STAKING. WOOD EXCELSIOR LOGS: 1"X1" NOMINAL WOOD STAKES AT 8 FOOT MAXIMUM SPACING. 4. COMPOST LOGS 9" DIA, ROLL ENCLOSED IN PLASTIC OR POLYESTER NETTING W MAXIMUM oF I' NET OP|NtNG 3. STAKES ARE NOT TO PROTRUDE THROUGH LOGS, BUT RATHER PLACED ON THE DOWNSTREAM SIDE AT A 45 DEGREE ANGLE SO AS TO "PINCH'THE LOG TIGHT TO THE GROUND SURFACE - - INSTALL SLOPE PROTECTION PERPENDICULAR TO SLOPE (PARALLEL TO CONTOURS), OVERLAP JOINTS PER DETAIL'A'. RUN THE LAST 10 FEET OF EACH DEVICE UP THE SLOPE TO PREVENT FLOW RUNAROUND. l:-:-llii.'-l1 UNDISTURBÊD EARTH PERIMETER FENCE 0zo c (4) VERT 7', 4" F Ç-g NOTES: SPACING POSl SPACING UP TO 1O'APART HI-TENSILE STEEL FIXED KNOT WOVEN WIRE 12'HORIZONTAL WlRE SPACING (4) 6' VERT. SPACING t4) 8" VERT. SPACING MIN.4'DIAMETER TREATED WOODEN POSTS, W NARROW ÊNÞ. MIN 5' BURY DEPTH. 1. VERTICAL SPACING MUST BE LARGEST AT THE GROUND SURFACE AND SI\¡ALLEST AT THE TOP OF THE FENCE TO ALLOW PASSAGE OF SMALL I\4AMMALS, REPTILES, AND OTHER WILDLIFE 2. I\4INIMUI\4 VERTICAL WIRE SPACING AT THE BOTTOM OF THE FENCE SHALL BE 8 INCHES 3. DEPENDING ON SOILS, UTILIZE TREATED WOODEN POSTS DRIVEN INTO THE SOIL (NARROWER END INTO GROUND), AVOID THE USE OF CONCRETE FOOTINGS3" NOMINAL CLEAR ROCK CONSTRUCTION EXIT I "*Þu9" 6- CDOT CLASS 2 GEOTEXTILE NOTE: - VEHICLE TRACKING PAD SHALL BE MAINTAINED FOR THE DURATION OF THE CONSTRUCTION PROCESS. - ROCK SHALL BE UNDERLINED W|TH CDOT CLASS 2 GEOTEXTILE FABRIC. 6 5 SUBi,|ISSION DATEI o5-14-2021 4 )ESIGN BY KDC DRA\iVN BY BR2 DETAILS SHEET 1 tFc PS'1 &3 GARFIELD COUNTY, PARACHUTE COLORADO SHEET 06 OF 08 SHEETSNODATEBYREVISION dþ SPECTNUM EI{GII{EERI ilG Àr{D Et{tltR0t{MEilTAL, UC et-ê'; "'.. 3,NoutrlusSolor ÉOR PROJECÎ NO. 1675-0002 Emmons & OlivierBm1919 Un¡v Ave S #300 St Pãul, MN 55104 Tele: 651.770.8448 www.eor¡nc.com !1':li, 'i 1..!![X;m,+ å Ee ó ã g N ù ! PLUNGER ROD OR OTHER SECURE METAL DEVICE FOR CLOSURE 3/8" DlA. TRUSS RODS BRACE BARBRACE BAR 14' DlA. SINGLE GATE DOUBLE GATE VEHICULAR GATE FRAMES FOR VEHICULAR GATES SHALL BE: NPS1-1/2' NOM. t.D. AASHÎo M'| 8'1, 2,7 2 lBS.lFT 20'ACCESS GATE 0" TIES A1 12', CENTERS CATCH BLOCK NOTES: POSTS FOR VEHICULAR GATES SHALL BÊ: NPS3I/2"NOM. I.D. AASHTOMl81, 9.12LBSJFT., 8LO' LENGTH. GRAVEL ACCESS ROAD 2% MAX, 0_5% MtN. CROSS SLOPE TENSAR BX 1 lOO GEOGRID NATIVE SUBSOILS MIN ,12" SUBGRADE COMPACTED TO 95% STANDARD PROCTOR 9" SURFACE AGGREGATE (CDOT CLASS 5 OR 6) ACCESS ROAD CROSS SECTION ltl I + -1 1- 't- .f '1 i 'l -l +-l'+ j-1-1r-i.i-i.l-:-r I -t- -1- -t -t- i- l- + Jr'l-f'++ 1- I 't. -'. t++.l¡++1.+++J, -j' -t' -+. + l' + .l +"1-+l-+.{-ll'-r.+.{,i.-tr.-lJl+t1--1 rl -i -1- l {- i. t- 't- .1 +++.t ++ +1.j-j-J.-ì.1-+li.{- ti-i1.1+++-l+t.+ rll{ =l =t SEE RESTORATION PLAN FOR NATIVE SEEDING STORMWATER BASIN l I MtNt¡¡uM 18' DECOMPACT TOP OF BANK (MtN. 0.5'ABOVE ËOF ELEV.) 3:1 ¡¡AX. SIDE SLOPES UNDISTURBED, UNCOI\4PACTED, INSITU SOIL BOTTOIV SHALL BE GRADED FLAT WTHOUT DIPS OR SWALES 8'2' \ó' 5' WDE B BASIN EMERGENCY OVERFLOW \qA FLOW> 31r '18" 6" SEED & SOIL RETENTION BLANKET ENTIRE OVERFLOW TOP OF BERM BASIN 1:5056-5 BASIN 2: 506'1.5 BERM BASIN 1: 5056.5 BASIN 2: 5061.5 BASIN'l:505ô.0 BASIN 2:5061.0 REINFORCED OVERFLOW BASIN 1: 5056.0 BASIN 2:5061.0 BASIN 1: 5056.0 BASIN 2:5061.0 KEY SOIL RETENTION BLANKET AT ALL EDGES o SUBMISSION DATE: 05-14-2021 4 3 )ESIGN BY KDC DRA\A/N BY BR2 DETAILS SHEET 2 1 o5t14t2021 KDC tFc PS1&3 GARFIELD COUNTY, PARACHUTE, COLORADO NO DATE BY REVISION de SPECTBUM EI{OIlIEERIIIO At{D Eilt,tR0f{ME!¡TAt, Lr_C osF* -.4ÞdNqutrlusSolqr EOR PROJECT NO. 1675-0002 BR Emmons & Ol¡vier Resources, Inc. 1919 Un¡v Ave S #300 St Paul, MN 55104 Tele: 651.770.8448 www.eor¡nc.com ,: i |Ir ! 'IËäffii} SHEET 07 OF 08 SHEETS É 5e ó I ã $ I I É': ıd l,a I; ë E E 12.0' SWITCHGEAR INVERTERS - NTS (NO CONCRETE PAD REQUTRED)TRANSFORMER l)(\r ACCESS ROAD (APPROXIMATE LOCATION, NOT TO SCALE) o lir 78.0' (NOT TO SCALE) 2,O' GRAVEL PAD IS 2' FROM ACCESS ROAD CONTRACTOR TO VERIFY LOCATION OF SWTCH GEAR AND TRANSFORMER FROM ELECTRICAL PLANS, STRUCTURAL FILL SHALL BE CONTINUOUS BETWEEN PADS TO ENSURE FULL FOUNDATION STRENGTH, NOTES: l.SUBBASE SHALL BE CLASS 6 MATERIAL AND BACKFILLED IN LIFTS NO GREATER THAN ô'AND COMPACTED TO A MINIMUM OF 957o OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. 2.CONCRETE SHALL BE COLORADO MIX CLASS B OR EQUIVALENT. CONCRETE SHALL CONTAIN TYPE I.II SULFATE RESlSTANTcEMENTToAVolDcoRRoSloN'coNTRAcToRSHALL E WITH DESIGN. 3.ALL ELECTRICAL CONNECTIONS, CONDUIT, WNDOWS, METERS, TRANSFORMERS AND OTHER ELECTRICAL EQUIPMENT SHALL BE INSTALED PER ELECTRICAL PLANS. 4.CONTRACTOR MAY USE ADDITIVES OR POLYMERS (HIGH-EARLY, E.G.) TO SHORTEN CURE TIME, BUT MUST ENSURE FULL STRUCTURAL STRENGTH IS MAINTAINED AS ALL TIMES. 8'CONCRETE MONOLITHIC SLAB 8' CONCRETE MONOLITHIC SLAB GRAVEL PAD SHALL EXTEND MINIMUM OF 3'BEYOND THE PROPOSED CONCRETE PADS EXTENTS IN ALL DIRECTIONS #6 REBAR @ 12" O.C- E.W. 3'MrN C.C. (TYP) BASE GRAVEL PAD SHALL BE FLUSH FLUSH WTH EXISTING GRADE SLOPE AS NEEDED TO PREVENT WATER RUNNING TOWARD CONCRETE SLABS NATIVE FILL BASE GRAVEL PAD UNDER INVERTER SHALL BE MINIMUM ô" THICKNESS AT CONTRACTOR'S DISCRETION STRUCTURAL PAD DETAIL A-A'SECTION 2.0'MlN 6 5 SUBMISS¡ON DATE: 05-14-2021 4 )ESIGN BY KDC DRAVV}I BY BR2 DETAILS SHEET 3 05t14t2021 lFc PS1&3 GARFIELD COUNTY, PARACHUTE, COLORADO SHEET 08 OF 08 SHEETS NO DATE BY REVISION dþ SPECTßU [I EII(ìI ilEERI Ì{ G Aft0 EltUtR0t{ilE1{IAl" UC r$?r- )t-:fNqutrlusSolqr EOR PROJECT NO. 1e754002 Emmons & olivier BTR wale e {-01úgy Tele: 651.770,8448 con'îìunrÌy www.eor¡nc,com 1919 Un¡v Ave S #300 St Pãul, MN 551 04 ..,i.,,, :*:flxç:mll'¡'äi!{";'"o'u'"''i'