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HomeMy WebLinkAboutVicinity Maps.pdff/ BCM i/ -/'/./// CHEVRON FURR 110 CHEVRON 24 d I ';, MORROW i PAT'S 1 ■ CHEVRON - ORTEGO 1 DEED ,; OFFROAD KUHLh1AN' KOEHLER ■ ' LEEE NEE VE NL CR`rE51 INC ■ �� ___rte' I.= RED KOBE LITE _KUHV l gRNOL'0'I HEIDEL ROCK: HEVRON DAPPEL GATHERING 1 II -::4 � 1CHARCES R -KIM ■ LOYD % ■ 1 -: rvi. WyLIEBHARD i'. LIEBHARDT74+■4r+� [GRAND VALLEY RURAL POWER�I Leaend Kobe & HDU Pipelines KOBE PIPELINE (19,162'+1-) ✓ // i//•. BaerHDU PIPELINE (11,291' +1 -)S: - i KOBE LITE (2,487' +1-) 6SGM 118 W. 6th Street, Suite 200 Glenwood Springs, CO 81601 (970{ 945.1004 www.sgm-inc.com Kobe & HDU Pipelines Sections 7, 12, 17, 18, 20, 21, 28 & 33 T. 8 S. R. 97 W. Mesa & Garfield Counties, Colorado. VICINITY MAP A o 3,000 Feel J Date -05116/14 -SK Projection -NAD 83 UTM 12N Data Sources -Mesa County, Garteld County, SGM, Esri File.I:1201112011-391.003 CR 1151K_GIS\ MXDs1KobePipefine Ydnity_051614.mnd Kobe Development Project Garfield County, Colorado 5 • .I "' t y ' 1 �.. r Y ,$, - "' t, ; , ff' ,} •` s. I 4 Fi ,, {K r ,,.y� { t•: �, i" . 3 3� raj '. ,.;> fff F.�: , <<" • •\I/VI^� r•{Y^`r ., _ ` ,� :r ..,.6.,„! .I r A. i S r� y f - /. ? o A _ A� J' s�` , •t , - Tai*+ r t ,f it r . _2:5 _. , �1• ! ..,9, i E' ; ' ' .. ,. r ,a:... . .:dr SGIA 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com Project Engineer 1 2 3-9 10 811 C N CC 1-800-922-1987 Sheet Index Cover Sheet Legend and Site Plan Black Hills Exploration Terminal Station Know what's below. Call before you dig. Notes & Production Plan and Profile Plan Dan Cokley, P.E. 29799 Owner /Applicant APPROMMA?T prn7.W5£0 ' t., d ��1 �. n-.e�.` 1 "*'! ` • •.. o''tic r .s lI Vicinity Map Black Hills Exploration and Production 1515 Wynkoop, Suite 500 Denver, CO 80202 Brett Hurlbut - Facilities Engineer Bluestone Management Committee 201 Centennial Street, Suite 200 Glenwood Springs, CO 81602 Ray Tenney, P.E. Summit Midstream Partners 2128 Railroad Avenue, Suite 106 Rifle, CO 81650 Cameron Bingham - Project Manager Approval Set Scope of Work 2,485' o/ 18" open cut structure in waterline. Inslal/a pump station all o/the Colorado Rive,-18,335'of 24" and row water pipeline through horizontal direction/drilling/boring and excavation, a wale( truck fill station and wafer storage area, a diversion the ReservoirDrlch, and improvements to the existing 24" Kobe row # Revision Dale By May,2014 .. (lob.. 2011-590.004 afar. Goer J 1 A 1 s.t." , A . 4• -.11 11. MI it 4/4,1.0,,, 5,444..*. s • t e ee ,t v, i „ 1 1, ,... 1 ''e •-i4 { ' , `Iv ' ' — • t,'" -..t..!•4 t, .. ..',,„kt .' ,' 2. Vr ' :: t ' . ' ' lf,_° • • ' ••• 1, • •‘" !, 1%1 , ., ,••-12 ,i , ......1 . ' 1 ',V,, It.,•„',7 • : Wifq..„140. '11';‘,14.4.r14.4%1Y4.4 440411411.1:0, 4? .0...,"itY• 4'1; ,.(;1:,; 't .4t. ..; '?it l' of: % 1 v.v.- ,ge.e.,,:•';?4,p,,4% ..c.1...t'i•'`, ., '. '' ' :,'• ....., '.,: .:. :i ' ::: .:•,*.!;:, -, ":. i 4 i.; )..c.1.... i 1 l'• •ir:,;(1V- .41 ...,;,..:,,44,,....;%:"tov..,..."...,x,,,:;,v,,::.:fi.;:i4,.. • i,,• ,I 3„. .s 1., .4/.: ti,4i,/,;.,,,: 1 '....‘,S1 1. ' q T.. . ,,-...14...., :1,„.... 14 , • 4 .c.;71 1.):4 1 1. ', .47;.!..11 1„,.%+. • -',..,. n ' : :''"..?'-k•-:'''). -,,44', oe :tok ,te,„4c .., Onn,, ruri farce!, 2.q.1,12.2 -S0-001 ---: e 9 ' ,,, . ..5." . -- . ..--- t------ - ft • t '-' - .4 1"ri 1V. "..4$141'4JJ 11 • • 1ot I a t ..„,, • P. 4 Graphic Scale 0 125 250 500 In Feel: I' 250' Preliminary Not For Construction 'ti,"301.`4 . - 4 , , , ) (4? ar?• // • - . V 4k. '• ,..,.,.,•,..„-f.4:.7`:(:.\.1,''6..I.,4.11.41`:1,4.4r,7i:.11o:. ;1.41s3..,:.,•7.4.,..I;.1t..1.i.:i11!•, A:‘.:.• V ):•.:::.fI.#t...i..:.„s'o•T..';ii'..?....':..•:)' . :('v .10.„...;*,,1..,,....4„:4. ,1. gitel.i.itiat ,''''• ••P'..'''.';';',.• 1 14 o• 0. '',^1,-, • ' ! 6 ', ',',4% i.•• , • ,.• , .....:• 4 1. ' V. • '.i.1. ..” * .i....re1.„• AI di '\''' -:' •so,,,en Vi • i V t i, • i' i ;$. .. ,, 'i.: -P- . /- t • . it )'Fitv ffr. .,, 0 • • "o - ''. . ' S tit . 4. r• ,2.../1:2.4'4...p • ; new CIIPireili fait' 6frr 'IN' • :-!.S. .i 6 il 4', ttteyt 4 It ' t 6. tql‘tiN:t I. t ter:ti iltifte/ 0,4...?1 Ailt.i Ii1.-1;kkt .. . •''fi'(.41)1.• ,4 ." ', ,.' $1 feSPHO 24 /OW APELIVE . ,I - \ I :- ., .-1.-'- 11.,.' --''''''''......411...-.... .• -. _„ , ... ....:..,F..‘' -• --.-............ --";'- f • Tiffi kr .1$ . • q• •,,!, , ttktayy,.. t s. ..o.. .41.64 ceSGM 118 West Sixth Street, Suite 200 Glenwood Springs, CO81601 970.945.1004 www.sgm.inc.com Kobe Development Project Garfield County, Colorado Revision Dole By Site Plan lob No. 2011.390.004 Drown by: NS Dern 5/5/2014 GC: XX IPE: DC File: 52 Of 2 10 z t R 8 i LEGEND- - T- - G- - C - E - - 0£- - 8Y/- -83'- EX/57 TELEPHONE UM EXIST. C45 UNE EX/57 CABLE 7(L£BS/00 LINE (X/5E UNDERGROUND ELECTRICAL LINE (X/57 OVERHEAD ELECIR/747. UNE 1X/57 WATER L/NE & 92E EX/57 SEWER L/NE & SEE X484 -ME- NEN 8" BUCK HILLS EXPLORATION PRODUCTION WATER L/NE 175 - NEW 24' BLUESTONE WATER UNE - SM- NEW T2" REO ROCKS GATHERING CAS UNE - ICE- NEW TEMPORARY CONSTRUCTION EASEMENT - OE- NEW OVERHEAD ELECTRIC UNE - C - NEW CABLE LINE - E - NEW E/EC777 UNE - T - NEW TELEPHONE LINE - 6 - NEW CAS LINE -B17- NEW WATER UNE & SIZE - 4'S- NEW SEWER LINE & 5/25 le' °V'-_ EXIST co1I£Rr & 512E NEW CULVERT 7// ENO 5E777041 SWALE ROT71/N£ - • - FENCE UNE NEW EDGE OF PAVEMENT EXIST.. EDGE OF PAVEMENT ---- PROPERTY UNE OEC/0/10715 TREE EVERGREEN 78E3 ) MONUMENT MARKER _ D 73(PNDS'£ R/SER Ic] CABLE RS -ER ❑E ELECTRIC TRANSFORMER © EXIST- ELECTRIC MANHOLE/METER 0 EX/57 TELEPHONE MANHOLE ▪ EX/57 SrLWM MAIN AMMOLE ▪ £X/57. 5T2174? DRAIN INLET • EX/S7- WATER VALVE H NEW /50LAIARON 7ALVE 4s. SPRINKLER IRRIGATION HEAD 'd £X/57 POTTER POLE YP WATER CUR@ STOP •9a NEW POWER POLE O (X/57 SrREETUGHr PEKE T EXIST. 5/ON NEW SIGN >a NEW S7REE7UGHT POLE l� CAS VALVE ONEW AIR/VAC CO44B/NAROV VALVE (PLAN 11177) .42.)51 7iM51E0 spar ELEV- W/ DESORPTION NEW /CORED END SECTION (505) Q NEW RA/RED DID SECTION (CMP) ESO HOER OPTIC UNE MARKER A EX/57/NG GUY ANCHOR X GRN/0 VALLEY POWER POINTS ® NEW P/PEL/NE MARKER (PO4N My) • NEW PIPELINE MARKER (/57ER/AL @4R WE -19) O NEW LOW POINT R/5ER (MAIERAL BPR 47117) AV NEW NR/VAC COMB/NATION VALVE DITATEReAL 54R NEW) O NEW POST INDICATOR VALVE (MATERIAL BAR VIEW) • NEW LOW POINT RISER (MATERIAL BAR VIEW) 0 NEW PIPELINE Ire MATERIAL 80? NET() Preliminary Not For Construction ABBREVIATIONS* ABC AGGREGATE 8A5£ COURSE AP ANGLE POINT AS ASPHAL7 ASPH ASPHALT MEP BLACK HILLS EXPLORATION AND PRODUCTION BW BACK WALK C CURB CC CURB CUT CO CUR8 MO CUTTER CL CENTERLINE CO CONCRE70 CONS CONCRETE COR. CORNER W DEEP OR DRAW DW DRIVEWAY E0 EX/STING' GRADE EX EXISTING FF F7N/S0 17008 FG F70/510E0 GRADE EH F7RE HYDRANT ASSEMBLY FL FEMME GB GRADE BREAK ITC HMO/CAP 044074 HP HIGH PONT /170 51DRA0f INV INVERT C LEFT LF LINEAL /EE7 LP LOW PO/Nr LS LANDSCAPED AREA MAX AOLY/MUM MIN A7/NIML37 NAT NAME GRASS AREA OC 00 CENTER 0/S 047907 PC POINT OF CURVANR£ PL PROPERTY UNE PNT PONE PT P0/NT OF TANGENCY R RIGHT 0-0 REMOVE & REPLACE ROW R/GH7-04-047 RW R£7NN/16 WALL 50 570RM ORAN SF SCARE FEET 54/01 SEWER MANHOLE S00 CR455 AREA STA STATION 5W 5/0030(15 T TREAD STAIRS 781 TOP BACK CURB TC TOP CURB TELE 7ELEP80NE 7P TOP OF P/PE 784715. 7RWS770N 777 TOP OF WALL Y.P. vALLEY PAN W WEE WE WATER UNE GENERAL NOTES: 771E APPROXIMATE LOCATION OF ALL KNOWN 44BL177(5 M'AT£7; 511117?, 045. PHOY& FLEC1RK, CABLE, ETC.) ARE SHOWN QY THE- DRAWINGS. 771E CONTRACTOR SHALL CONTACT ALL UTIUIY 01471 TO VERIFY BOTH LOCATION AND DEPTH OF URLIRES 50-005 ANY WORK BEG/N£ CONTRACTOR SHALL BEM THE RESPONSIBILITY FOR THE PROTECTION OF (BUTTES DURING CONSTRUCTOR. NO 0007770NAL PA7MENT WKL BE MAZE FOR LIMES LOCATED BUT NOT SHOWN 1N DRAWINGS 2 ME64LUGS ME REIXdREO ON VALYLS AND 17770G5- 3 THE COMPACTOR 747LL 8E RESPONSIBLE FOR RESTORING ANY DISTURBED MEAS /0 ACCORDANCE W1771 SPECIFICATIONS iffy PIPELINES SHALL BE INSTALLED 47771 A MINIMUM OF .7 FEET OF COVER. 5 ME CONTRACTOR WALL BE RESPONSIBLE FOR OBTNNNG STORMWA7ER DISCHARGE- PERMIT, SOJA SHALL HAVE THE STO iMW.91ER DISCHARGE PUN PREPARED FOR LEE BY THE CONTRACTOR. BY ACCEPTING PIE AWMO C0" THE (0010467, THE CONTRACTOR AGREES TO COMPLY 147731 THE COPHE COPS REOL7/R£M5N1S 6. DEWATERING MAY BE NECE554RY N SE1ER4L LOCATIONS ALONG THE MEM( 061GNMEAT. CONTRACTOR WILL 8E REDU/RED TO OEWA7FR PER DAY WHERE DYCOUNTEREO. (00Y17246700 WILL BE RESPONS/BL£ FOR ANY DEWATERING PERMITS AND ASSOCIATE -0 &JPS FOR DISCHARGE ALL BMP MEASURES WILL 8E @ERECTED EVERY 7110 WEEKS MO/OR AFTER A PR£CTPRARON 14507. CONTRACTOR SHALL PERFORM SURFACE ROL/1715406 UPON COMPLETION OF 04E PROTECT 70 /NAL GRADE AND PRIOR 7O THE IN57ALU11OV OF FINAL 570RMWAIER BMPS AND 700SO/L/SEEO/NG 7. CONSTRUCTION WATER LS AVAILABLE FROM THE RESERVOIR DITCH OR COLORADO RIVER FOR COMPACTION ANO DUST CONTROL, COMO/NA75 USAGE MN eran£ER. 8 PIPELINE 70 BE 1057ALL£D PER OR4WNGS 410 SPECIFICATIONS, /7NAL APPROVAL OF CONSTRUCTION SHALL BE SIGNED OFF BY COMPANY REPRES£NTABVE 9. CARE IS TO BE USED TO MINIMIZE ANY BRACT 70 £X151700 VEGE94770/1 MO ENVIRONMENTALLY SENSITIVE AREAS CDNSIR061IN 14S7 REAGIN 441111TH DESIGNATED LIMBS 70. EXCESS EXCAVATED MATERIAL AND ROCKS ARE THE CONTRACTORS RESF2WS/B/U1Y 70 BE REMOVED /TIO'/ 771£ 517E 771E CONTRACTOR SHALL COORDINATE- 44101 CHEVRON REOMRE4EN7S 71. ANY FENCES REMOVED DURING CONS7RUCTION SHALL 135 REBUILT KITH THE SAME TEE OF AA7ERGILS USED IN THE MING FENCE 12. ME GEOTECHNICAL REPORT 1S ATTACHED WNW DIE PROTEGE MANUAL, THIS REPORT DOES NOT AODRE35 ALL AREAS AND B IS ANTICIPATED 7X47 THE CONTRACTOR MAY ENCOUNTER 800170CK IN 5041E MEAS .411 ROCK E60101110/1 HILL BE COIFPLE7ED AT D'REC7101/ OF 771E ENGINEER PER 771E SPECIFICATIONS ALL BLASTING WILL RE -01144E A SUBMITTAL PLAN THAT ENSURES 771£ 57RUCI73R47 N7E6P/TY OF NEARBY STRUCTURES, WELLS ANO 0/PING PRIOR 70 8U5NNG l.5 STAGING AND STORAGE MEAS ARE N0/7470D ON THE 084137005 AND BTS THE CONTRACTORS RESPONSE/UIY 70 RESTORE THESE AREAS USING RE3EGETA7ICN AS DEFINED N INE PROJECT MAMAL F7NAL LIN/TS OF AREA SHALL BE N£G0447ED AND APRROVEO WIN THE ENGINEER BY 17/5 CONTRACTOR. 74- 50,770E ACCESS TO 771E PU400 STATION IS 10CATE0 OfF OF 44 ROAD /MED0IELY 5011771 MD EAST OF THE UNION PACIFIC RA/1 ROAD TRACKS. 75 FILE AO7ERGIL SHALL BE PLACE0 ALONG MEAS OF THE P/PEUNE WHERE 771E J' M/N111141 COVER MAY NOT BE AcTonco. 16. 17 SHALL BE THE 0(5000SBRBY OF THE CONTRACTOR TO USE 771E MANUFACTURERS SPECIFICATIONS FOR ALLOWABLE 0-905 FUSIBLE PM PIPE DEFLEC7/ON TO MAKE UP THE DIFFERENCE BETWEEN MANUFACTURED ELBOWS AND P/PEUNE ALIGNMENT AT uoRmov7AL POINTS OF INTERSECTION. 771E CONTRACTOR MAY USE THE PIPE BENO/06 RADIUS /051540 OF MANUFAC7UREO ELBOWS 189I71 PRIOR APPROVAL BY THE ENGINEER. 77. MING /RRIBA704! OWES AND LATERALS 1O/CA7(0 ON TIE ORAW/NGS ARE TO REMAIN N SERVICE FOR STRUCTURE NS7ALLA770N AT INE RESERVOIR ORM AT V.2 ROAR CONTRACTOR 70 PRO140E A MINIMUM 48 HOUR N07/CE 70 PROJECT ENGINEER 70 COORDINATE DITCH SHUTDOWN. 18. THE CONTRACTOR STALL KEEP A SET OF RECORD DRAWINGS ON-SITE AWARE 70 THE PROTECT ENGINEER FOR INSPECTION THESE DRAWINGS 91.4LL DOCUMENT ANY N F7E6 CHANGES WOE BY THE CONTRACTOR. FOR 7415 PROJECT,, 771E CONTRACTOR SHALL 5-14100 TIE FITTINGS, ALIGNMENT AL7ERA710NS OR OTHER KEY PO/NTS OF THE FLANS TO A MINIMUM/ OF TWO SURFACE 744 0PO/MS' PE CONTRACTOR CAN ALSO PROVE SURVEY INFORMATION 445771 ACCURACY OF S 0.50 FT HOHZON7AL AND c 0.25 FT VERTICAL. 11 ALL SHOWN OR/LL HOLE LOCATIONS ARE APPROxlMA7E- 20. SEXTON/01 MD OFFSETS MAY VARY FROM TTPICAL OFFSETS AND PI 574770005 AT BENDS 21. THE OWNER M0 MATERIAL BAR SHOWN /N THE PUN MD PROFILE SLEETS 75 FOR Nf00M41KN ONLY STATIN/NG AND OFFSETS OF- PROPERTY LINES ANO MITERWS KU VARY FOR EACH PIPE 22. PIPE LATERAL SHALL CONFORM TO AHE FOLLOWING SPECIFICATIONS: BLUESTONE UNE 24' OR 18' PVC M 25 FUSIBLE C-905 DIPS FIFE (1.03' FOR 24' MO 0.78' FOR 18' MIN/MUM WALL THICKNESS) &LACK HILLS EXPLORATION MO PRODUCTKW ME 8' EPDXY C0.47ED STEEL GRADE 8-42 AP154 PPE (0.219 WALL 7/11NNESS) REO ROCKS GATHERING LINE-- 12' STEEL GRACE 3-52 AF951 PIPE (0.25' WALL THICKNESS 12.75' OUTER 01411£7ER) i - I --1_/ 2OT7 io 2.07. I 28.55' 3000' 1 EDGE a• PIPE EDGE Or FIFE 70TM10E5 41 Br55' f /07 N (• 70'E'L137AAG£s 90- € OF PIPES ro GYWs .. i EtaarTNr, pSrANYES � f vAWFAUGNMDI: ro �, �GWSR7ICIAXI EasemEnr a5EMG15 50 40 -30 -20 -10 0 10 20 50 40 50 TYPICAL CORRIDOR ALIGNMENT 2 LINES 94EP STA 00+00.00 TO STA 59151.40 1. PIPE OFFSETS 0/SEANCE F14041 F OF MEP ALIGNMENT ARE AS FOLLOWS • f OF 12' RED ROCAS /340/ER00 GAS UNE OFFSET 1.45' LEFT OF BHEP ALIGNMENT � • 3' OF 8' &ACK LULLS WATER UNE 0/75£( 7.45' RIGHT OF MEP AUGMENT I$ 2. TRANSCO GAS UNE 15 SHOWN AT MINIMUM DISTANCE OF S£PERI11ON. .5 All LNES 10 HAVE A 441N/MUM OF J' OF COVER R PIPES 5/ALL /AYE 8500716 AS REWIRED BY PIPE MATERIAL SPEGIRCATI005 US7E0 1N 7H£ PROJECT MANUAL i g Nal l .- ALGNIIENT 3�.i1.. ... ...'.-. a al f0¢R FF 1I I j10.05' 00,10' a40' p 18.55' I 55' 2.90' f rf G( FEE 21.45' HT 05' I 39.75' ELLE OF /IPE 10 OKE OF FEC 5/570745 TO F 1Sr0MTs To f FEE 45r0'847 / 1.kj\b% gg / �1...2....f 101Mamma- . 19.90' 0.07. 07' or40:..,.�.`-7140' I :3570'1 ?..Sit T0, TO. ..... . "s.30' 90.34' j 54 66' I� I� I I Ilvft OF 7Y PE ro € roe 770TANCET F W 6WESTors PIPE TO F'70D7Rocnov (4514217/ as -mai ize-f of bow AGGN4/H4 To CANS1RIK7011 215(4041 05TAACES -00 -20 -10 1. 2. 3. A S 10 20 50 40 50 60 TO TYPICAL CORRIDOR ALIGNMENT 3 LINES 574 53451.34 TO STA 79744039 FOES UTE STA 0400.00 TO STA 24465.53 PIPE OFFSETS 0STANCE FROM i€ 210 KOBE AUGMENT ARE AS FOLLOWS- • € OF 12' RED ROCKS GATHERING CLS LINE OFFSET 1.06' RICHE OF KOBE ALIGNMENT ¢ • 3' OF 8' BLACK HILLS WATER LINE OFFSET -596' RICHE OF KOBE ALIGNMENT f • f' OF 24' BLUESTONE WATER UNE OFFSET 15.16' REM OF KOBE ALIGNMENT 3' 7RANSCO GAS UNE IS SHOWN AT M/MMUAI 0/STANCE OF SEPERITION. ALL LINES TO HAVE A ///MMU' OF 3. OF COVER. PIPES SHALL HAVE DEMING AS REWIRED BY PEE MA7ERLAL SPEC/FTC41K1N5 U57E0 1N THE PRO/£C7 MANUAL 24' BLUESTONE WATER UNE 8£7041£3 78' &LU£57ONE WATER UNE N TIE KOBE UTE AUGMENT: �NfFADKr &S74095 09115120X50Yl iz-7/45 f:OF AWE Ay 0IT ro CUSSTMCna4 (AS[VENT anAMCES - 20 -10 0 10 20 30 40 60 TYPICAL CORRIDOR ALIGNMENT 2 LINES 0/617 5J0 59461.40 TO 7T477011 1114002, 7. PIPE OFFSETS L4S7ANCE FROM 3 OF BEEP ALIGNMENT ARE AS FOLLOWS • C OF 12' RED ROCKS GAPER/NG GAS LINE OF7SET 78.50' NCM OF EWER ALIGNMENT 4- • ¢ OF 8' BUCK HILLS WATER UNE OFFSET raw' RIGHT OF BHEP ALIGNMENT ¢' 2. BUCK H/LS WA7ER UNE CONNECTS INTO 7H£ EX/STING B' 145 0VE ANO RED ROCKS GATHERING G45 UNE CROSSES UNDER. a ALL LINES TO RAYS A MINIMUM 00 J. OF COVER. 4. PEES 5/1ALL HALE BEDDING AS R£O11/REO BY RP( MATERIAL SP£C/RCARONS U57E0 /N THE PROJECT M0UAL. -'-4- f O'LWE A4XIMFM70 COYSTRlK7XM' GAYEN7 pSAVCES 40 -50 -20 -10 10 20 60 40 TYPICAI CORRIDOR AIIGNMFNT 1 LINF 574 11401.05 70 STA 53+57.34 NOTES 1. E OF ROBE ALIGNMENT CEMEMU ON 24' BLUE570NE WATER UNE - 2. 24" BLUESTONE WATER UNE TO HALE A MN/MUM OF 3' OF COVER. .5 PIPE SHALL HAVE BOOING AS REOU/REO BY PIPE MATERIAL SPECIRG7KWS LISTED IN THE PR0EC7 MANUAL. I SGM 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm•inc.com Kobe Development Project Garfield County, Colorado 8 Revision Dote By Legend and Notes Job No. 2011.390.004 Drown by: N5 Dole: 5/5/2014 QC: )IX I PE: DC Me: Cow Of 1 10 CHEVRON r-----------------TEr r ;---______:,_.---kc,. ....,..,_us 1R4NSCO GeA S6..IJNE '-----........ l'e---,-- , ExtsTING 24' SIEEL---,. KOBE IVATER LINE 1 • f. -. - 0 06 - - .'7.--.-----„...„....„ / —'7-.--__----- rce.............„c, 4 , --- '',.• 12" RED ROCAS 04714(8690 CAS LINE 8' BUCK NUS WAFER UNE ,,, rce - -, ,zr• 4, TCE . ,-.4% Si .. " ze CE zelm - Graphic Salle o Feel: l' .50' CHEVRON TCE WE 500 SCALE HORZ:7 50 /ENT: 1"-25' 5040 CHEVRON 12" Rut GAS UNE AND 8" STEEL PRODUCED WATER UNE INVERT 140,4170N 0 CL COSING 85(08 6251477870 01 8 6565 1 4 8 8 6565 " 6565 4 4 8 8 z 1 6515 6651 A '3 6515 '1 65656565 4 4 6565 14 6565 ° 6565 8 8 8. 8 4 `• 8 8 4,4 6565 8. 8 6515 d 6565 1 8. 8 a 8 8 8 8, 144 14 6565 g 6565 6565 z 4 :1 8 8 t " 6565 8 8 6215 1515 6562 1 1> g P 6565 8. 8 6515 8 8 8 6565 A a 6515 8 8 1 4 1565 1 k 6565 6565 1 1562 8. 8 657-1 6515 A 8 8 6562 4 'a k 8 8 § 6565 6515 8 2 ?4, `^ 15+60 15420 14+80 14+40 74400 13460 13+20 12+80 12440 (2.,,00 11+60 11+20 10+80 10+40 10+00 Preliminary Not For Construction 9+50 9+20 8+80 8+40 6400 7+60 7+20 5+80 6+40 6+00 5960 5+20 4460 2565 k R 58 g 1 58 '41 88 565 2 g .8 8 n 6565 "-3 6565 4 4 6565 4 8 8. ES 1414 6565 4 6565 4+40 4+00 .7+60 .1+20 2+80 2440 2+00 6565 SG M 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com Kobe Development Project Garfield Couniy, Colorado Revision Dote BHEP Plan & Profile (1) 8 8 2 6565 I 6565 8 I I: 2 6565 6565 6515 6565 5090 5080 5070 5060 5050 1+50 1+20 0+80 0+40 0+00 57766477. 2011.390.004 Drown by: N5 Ode: 5/5/2014 3 DC al 10 M, a w, K e co„,ir ..e,& a v,MM; M c r �ZJ• \`24 509 Graphic Scale 25 50 In F.r. I' = S0• 109 rCE Ter U6 • • `_•�•• �� TEE TCC CHEVRON 8 TCE�r TCE22' TRWSCO CAS UNE TcE, • a�� ------------ rCE 12' IVO ROCKS GATHER/NC CAS LINE 8' BLACK 14/565 WATER UNE TEE TE£ 0CE 5CE 5090 R 5080 5070 SC41E' NORZ: 5060 DOSII G ----------------------------- IERT.' 1 X23' CHEVRON 1221EEL GAS UNE AND 8" VEG. PROOUCE0 WAFER UNE N� W b4 44 E4 44 44 44 epo by rha b'�1 h WIERr EIL5400W e a EMS/5/5 MBE E141'AINY O a 44 44 44 44 44 44 55 44 4a 44 44 44 44 44 44 p4 44 44 44 a4 44 44 44 44 44 44 4 4 4 h q vb D �n 4 W us out 4 4 4 gg0 � e 4 4 4 n b gb 4 4 r0 V �. b � O aq I; 4 4 h 4 4 4 4 O 4 tt b 4 4 h h h n 4 4 4 4 w b 31460 51+20 30+80 Preliminary Not For Construction 30+40 30+00 29+60 29+20 28+80 28+40 29+00 27+60 27+20 26+80 25+40 26+00 25+60 25+20 24480 24440 24+00 23+60 23+20 22+80 22+40 22+00 4 � V b 4rf 3 N rO qh �p 4 4 b 4 t 6 A O 4 4 O O 4 21+60 21+20 20+80 20+40 20+00 O V b h 4 4 b o ) m�m 5 b 4 4 2 ry um 4 4 V O . O 1 o pn a 4 h 19+60 19+20 18+80 18+40 18+80 Ob o b V w � `;1' 'i 4 4 � np O b b h h b h .� n h n V 1Wf W N y 2 n h b A O x N 2 17+60 17+10 16+80 16+40 16+00 €SGM 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com Kobe Development Project Garfield County, Colorado Revision Dote By BHEP Plan & Profile (2) ob No. 2011-390.004 D awn by: NS Dole: 5/5/2014 OC: )0(I PE: DC or + . 0ClfX4'C 0 ' ENO PPEN _'�/+ CHEVRON / / TCF-%- .:�1. �j/C .HC 1 .,iCF EFF / 3' \ TCr----,.._.___6-----u0.,___._.. ?I' IRWSCO CAS UNE 3 + ( CC CC h 7 ICE \ -- ... I.. , N a n!O \ SrAJ6+45A I.s9 "1 E �- / E � \ AMA BFB FEE 1\ rCE CHEVRON / Dir /+// :,,,,/,----------tC TCE Ve`U: TEE �T �`G>`�_ + ‘1)./�C /•\\ _ INSTALL 8x8 TEE \ . _ ,,,,:.›..f. 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NS 5 Kobe Development Project pBHEP Plan & Profile(3)Down Dore: 5/5/2014 Not For 118 West Sixth Street, Suite 200 County, Colorado OC: Xx PE: DC OCFile Glenwood Springs, co 81601 Garfield of 1 0 Construction �� 970.945.1004 www,sgm-inc.com _ /C •K - i , 4 ... I „., , .- 4, L < . AELINOON EXISTING GAS UNE :.. , . / r / / ..- • J.' .. EersTu54,4. C22,9995.98 ,...,• c, p i , i rc _ . ,• / , ..E "_ . _ CHEVRON ICE / A.71-6-:-.59:,-___ ''''' 8, BLACK HILLS WATER LINE 2...9,9,49___,,,_ lEgl' ggg.g., ' • . ' - „ „ ___1___,,,_ --- •'. --fg !V---,. --1.z- .. 08-0—,4 —iCE— -- ,'----=-,-7--.7—•• k• '''' - cHTRa ty.. , # ...-,i - =.'99 - ,-. aa 1,'E[ - —IT—, ,--ir29-2-,--- ICC ' ' / / . 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FE7CUZER 5a -am 4119 6M5 (WEED 741144) MO M1ICH I: CARPER PAl 86 REQUIRED FOR ALL DISTURBED AREAS WHICH ARE NOT SURFACED. 7TE FOLLOWING 7741€5 AND RATES 914LL. BE USED: SEED MLX COMMON NAME B0AH/e41 NUE PERCENT OF TRX IBS.PLS PACRE iR/W84 ^ WE57ERN 441EA709495 PASCOPYROV 544/7741 30 BO SNAG 0.4065€10 .SPORLIRf4U$ O6TPTAN07U5 a 1.0 54ADO- ALNAU S4G91GN SPQR 80405 ARDDE5 a 1.0 NEZPAR PEW RICEGRIS1 44H144171&41741 FI/M140hOES 23 SO 9710 11 BLUEGRASS 404 9AI✓OAERG4 a 7:0 YlYA' 04LLE714 071455 P11261465 X14454 13 6.0 70741 700X 260 Las SEEDING APP' rdIROM ORM. SEED 0.25' 70 050. 4570 INE 5117. AY 5MALL AREAS NOT A11E556711 TOA DILL. NAND BROADCAST 47 DOME THE ME ANO RAM old' 7D 050' 4RT0 174E 5011 MULCHING APPLICATION: APPLE 111 1GN5 OF 1115 PTSD WEED FREE 5774E PER ACRE MECHANICALLY PRIMPED PITO 221E SOIL 471 106101411016 144771 AN ORGANIC 4RNCN 7475878. ON SLOPES AND DITCHES WOWING A BLANKET,, R4E BLANKET stout JE P1A€£D AV CFU O< MACH ANG MULCH TACKEIER I. INV BETE OF TOPSOIL, SOIL cCP101710NER/ORGENOC AMENAMENT SHALL BE 4PPr1E0 TO Al AREAS REVOIR4VC SEEDING AT 3 CY/70010 SF. P. FERTILIZER 5744/ ExN9ST 0e 9011 PTNG411 84:141455 (AllMILIM/MYCORRNIZAE) ANO 1042 POTASSIUM-4AGNE3(4 WWII A GRADE Cie 6-1-3 O4 APPROVED EQUAL F'EMATIER SHALL BE APPL20 AT 700 130'/AC CW AT 711£ d144564CTh61135 611 1418047R.W. RESEEDING OPEi4TTON. /CORRECTWVE STABILIZATION - 46/06 TO FINAL ACCEPTANCE 7. SEWED AREAS SHALL BE RENEWED OUT NG THE 74 Ow INSPECRONS 8Y THE EROSION CCw7RCL 57/PER115O4 FOR BARE SOILS 140800 51986411 OR NM EROSION. BRE AREAS CAUSED BY SURFACE OR CILLI 14105/01. D171TN AWAY MUaCN, ETC SHALL BE REGYOO 0. SEEDED, MULCHED AND FgVE MULCH TACK4705 (CR BLANKET) APPLIED AS NECESSARY. 1. AREAS WHERE SEED 645 NOT GEWASITE0 AFTER CN .564506 SHALL BE EVALUATED BY RE ENGEN ER AND (007 L.NOSC445 ARCHITECT. ARElS THAT HOE NOT CYRMIHA7ED SPINE MW SEER MULCH AMO MULCH TACKEAER (OR BLANKET) RE4°PLJED WOW 51411 BE PAD FAR or RPE APPIT7FRW76747 ITEM a THE GLN4TR4CT0R POLL MAINTAIN 5227X70/MULCH/TAC0r706 410E TD 6pI7R0L WEEDS OR APPLY 11ERB/G:G6 rO CONTROL WEEDS 161 1HE 8(60"0 AREAS 14NRL MAL ACEPTANCY. TAa1RA77Of1 OF .1507 CON7HOL CY.LWIIREs TOTAL MOWN CONTROL ITEMS & OLIAN7777ES (FOR INFORMATION ONLV For Construction 4 1 1 167177 50(444 /E777F ENRAVI 1023 0.R 54410116 ROE OR 22[x,-46-rwr (av moss 4161 44'01=J 3EI440471757£ PEW AM1CY.Q28 N 1000? NO AWNED MAY 15 61557 MV 544 AS PER -1 667114911185 51181E -FOIA 110 RAI ,7GL.D r 3 �o ? STRAW WATTLE UNSTALLA7K)N DELA$ MTS WETLAND CONS7RUC7701 PROCEDURES. RE FOLLOWING SHALL r RELEVANT TN ME7LANO AREAS r. a- NOT ALREADY COMPLETED FLAG 617!A A7 BoUN09RIES PRIOR TO CLEARING 2. NO REFUELING SHALL TAKE PLACE TRITON 700 FEET OF WWETLANOS. a 444477440 057U504NEE AREAS SHALL BF MARKED PATH ORANGE CGNSTRU117KW FENCING OWING THE ouRAT7OY GP CONSTRICTION. R ANSIALL 5EGW0M BARRIERS STRAW SALE5) AT THE DOWN SLOPE EDGE 26 TTE (44815 OF 7N£ DISTURBANCE ALONG 771E LENGTH of NE WLMAND.4 E 4414544X7, 077ERM75E INSTALL SEDIMENT BARRIERS 01 BON EDGES OF 657684* E 5. 77°SULL SERRANO SHALL NOT BE ROMEO AR 54TLWA7ED SOIL CONDITIONS. Q RESTORE GRADE TO NEAR PRE-110657771CTON 7000944717 REPLACE 12.17(41 1F 9411ACE1 AND INSTALL PE-RIANENT ERf75M2N CONTROL DEMI. GENERAL EROSION CONTROL NORM; 1. AL EXR5,471T 14/CES 70 57AGHG AREAS' SWILL HAW 6EHLC1.E 164047710 PADS. 1. WHEN 171E 116055 SLOPE Oc 221E Tb'A4T-tie-WAY AA7/OR 711E Fla RCWE ON DE 0041471 SIDE Or RAE 6167/7 -CF -WAY /S clox STRAW WA77LE MOWN 1045 5/14/1 BE PLACED ON DIE 00447901 5104 OP DEE aisaiR9 0 ARE4s a STRAW MITRE CHECK 714415 SHALL BE NSTALLE0 227 6757ONE0 PITCHES AT 711E UPHILL AND 004476211 SW OF DISTURBED 0)4415 O BMR MAINTENANCE .94477 BE NGLU4AE4 IN 77.E (135'7 Cr 711E WOW OR MOOED PT 7721 LU57 L 7744 EROSION CONTROL DEVICE. d R 1S E5RM47(0 TWAT A7:Y HOURS LAY- LABOR AWA 54coni0E 4047 85 REQUIRED PM M.5LE4 Aveot1 S EROSION COMM WLY/6 AS DIRECTED BY THE ENGINEER. WORK 514411 E 8(5410E) IN 77E MOWN C5W7ROl LUMP SUM NEM 6IT IS E3774417E0 1/147 P 57A94ZED CONSTRICTION EMR444403 BILL BE REQUIRED A5 DIRECTED 70 4FIW46ZE 'EMCEE 7RACJC8SG CONTROL OUT OF 57415,/0 AREAS YFINIG OR /1;4114E 11447 NEWS AIRVRRI 9^ \ \ L7/S7 RN CONED PROM Rh67NW. TYPICAL STAKING PATTERN AND EROSION LOG APPLICATION RES �SMCe G4 MIX SODOM CR WNW r. • 7280i 8167575 75 K AR51AL1LV AS SPEY/ N TM DEW. NO AS MEMO Err 1702E24 2 1104.117617641734675614067117 EY 744 17406(7 AS 1ECE1947Y 7D STAT AMP) RTF COADMO6 J WADI OREARERS ENY45[a'E 6PE41E4 A AMC THE wE INSTALLEDorm OT � � (MO 81X50 L KEY &ON MORN BMX A ~AR OF r' 470 667710475 AM SEES OF oRDARN a 74/ 0747144C106 91701 MINE 2868541Y NO RENEREEDff25872801 ER641373 61 EREIRIRM NOW SURES 029i1U1 VON ALE x51461 WAR AT TEF F,4OMYNG IB:LCF(47 1 9 .44470 Y Sr p! PLAN NEW asslyw D away 5-10}1S nr5-20 )0 300 24O 100 DiO34010 CCHEM *059 1. SFlifrN7 NONE 70 MAW N RACE AMR SER R REARED AD 11613171011 SEDIMENT FENCE DEiNL NC5 AREA AREA 455046.466650424615005 1. /VP 60011.41 1064110N 0 SPACER NEA CON0R4oroR POW! 11 IX� AIMRH 7 STARLIM0 SERER min WM RPPROAL MOM 160 E STARLOW STROR IRE4 .V.1412 OE 24706 170039 SEp ,460 OrtP4YM1 ANO 1 OREIRO545m nu? cnvSAx +wA(FYy a ERE RID Sr ETC MIL .4614143011 SOT ACCfS4 ROTAS 9444 61 54{914100 M RE SWF INNER AS RE SWAYS. AAA 4 574/511 mot 24(1 ar.4/467.FO, 4Rav 70 446' 011tl7 OPERm446 071 RE 522E 5. OE /1140 576114 AREA SRN[ CONSIST OFA IIANM O€ J^ 61 ORACERR I1412134 (MOLL QR 4FAY 01CMUM 08CR47/ E. RE SAW 4MM4(O 4644LL 2RF1V 11r 544872275 5151549 ARRA 1407(7 PROW NO WEER AVE snow DOT ARO UNE ROW IS OR (714444 MT WEIRDLY SEMEN! AS *[555471: E SNIP LAMM 94.4 PROVE AXION L WORE= OF GREVEL44 &UMW F NR IIIA744(7 OCCURS OR 11 7 77 44 116 &W V E 461C4YS EVOSEEL 1 5TA91QED STAGING AREA 9444 I DANNCA r MEESSRPi' 75 MOAN ROWER 5/88402 AMI LELD42123 Ase UR02 J (07114416 4. MY ACGUMIMIOD OFR 74P MO RMI! 91 R6301E0 FROM RE .REFACE 6F 71F STAar17TD MOM ARM 111 RE /74446 // AVM AREA 9141L Ar M.M47D AF7144170 OF (547141AT: nE 7%MAA4 4486241 SNAIL HE REWORD, 41p1L 1'4'Ph6t0 OE THE 70041 AWNED USED OM 917 AA, RE ARG 7CPAG7IIA aNCRO L SEEDED ND P AWNED OR OIMIIERSE 5730141E0. STABILIZED STA1! AREA SSA ACT T, SOME PLAN 711* To' L =ROTES £HOSKN CONTROL ALES 3.1 599E 51141770 ,1 72111/) .� 4'555'5 G'G'iti'j4'4.L'a\ LY,EFI76! WSWSEEZE 6161 5107/9 A -A 14211CLE TRACKING PAD DETAIL 471 EH742AY1 3 6115 A FUST RE IRONER REN' Miff a SWAN D -D P7M9'!N! LOG G4CK 6411 544742 IF.fs PLN 454474' SECTOR A -A SECTION 8-8 TEMPORARY/PERMANENT TRENCH BREAKER Ot7AN RES 6 SG M 1181 -Ne t Sixth Street, Suite s ix 200 Glenwood Springs, CO 811501 970.945.1004 wwwsgm.inc.com Kobe Development Project Mesa and Garfield Counties, Colorado 1. PFMMEM IYMER 8445 TO PIR41416 21917E EWANSE 7D A SA4111720 /1574411 14574 LA7NW 170E6 10 BE 2002760 Er RE PRIMO, AS MTESS471" 70 SCO AC1144. 977 E RE COAR ECTOR 9441 20141. ITIFORI 1' AIR PFR14.41NT ME ER ,NRS ON SLOPES *114/61 1r1Ma 2PREGL5845EEY 111. LAY .40 OSIER0713 EALES AT 72 170187547 RECORWEED SPACER YTf l 300 575-.0 200 >.10 140 N QUANTITY LINTS ITEM DESCRIPTION 4420 / LOG IO' IF 1EE3( 054M IC( 54 WENCH 844446165 XX EA WATER 84115 XX EA SEEDING (1ARIE) 40' ACRE 1ULC1RNS (WEED FREE) AX ACRE MULCH TACKd7ER XO' LB For Construction 4 1 1 167177 50(444 /E777F ENRAVI 1023 0.R 54410116 ROE OR 22[x,-46-rwr (av moss 4161 44'01=J 3EI440471757£ PEW AM1CY.Q28 N 1000? NO AWNED MAY 15 61557 MV 544 AS PER -1 667114911185 51181E -FOIA 110 RAI ,7GL.D r 3 �o ? STRAW WATTLE UNSTALLA7K)N DELA$ MTS WETLAND CONS7RUC7701 PROCEDURES. RE FOLLOWING SHALL r RELEVANT TN ME7LANO AREAS r. a- NOT ALREADY COMPLETED FLAG 617!A A7 BoUN09RIES PRIOR TO CLEARING 2. NO REFUELING SHALL TAKE PLACE TRITON 700 FEET OF WWETLANOS. a 444477440 057U504NEE AREAS SHALL BF MARKED PATH ORANGE CGNSTRU117KW FENCING OWING THE ouRAT7OY GP CONSTRICTION. R ANSIALL 5EGW0M BARRIERS STRAW SALE5) AT THE DOWN SLOPE EDGE 26 TTE (44815 OF 7N£ DISTURBANCE ALONG 771E LENGTH of NE WLMAND.4 E 4414544X7, 077ERM75E INSTALL SEDIMENT BARRIERS 01 BON EDGES OF 657684* E 5. 77°SULL SERRANO SHALL NOT BE ROMEO AR 54TLWA7ED SOIL CONDITIONS. Q RESTORE GRADE TO NEAR PRE-110657771CTON 7000944717 REPLACE 12.17(41 1F 9411ACE1 AND INSTALL PE-RIANENT ERf75M2N CONTROL DEMI. GENERAL EROSION CONTROL NORM; 1. AL EXR5,471T 14/CES 70 57AGHG AREAS' SWILL HAW 6EHLC1.E 164047710 PADS. 1. WHEN 171E 116055 SLOPE Oc 221E Tb'A4T-tie-WAY AA7/OR 711E Fla RCWE ON DE 0041471 SIDE Or RAE 6167/7 -CF -WAY /S clox STRAW WA77LE MOWN 1045 5/14/1 BE PLACED ON DIE 00447901 5104 OP DEE aisaiR9 0 ARE4s a STRAW MITRE CHECK 714415 SHALL BE NSTALLE0 227 6757ONE0 PITCHES AT 711E UPHILL AND 004476211 SW OF DISTURBED 0)4415 O BMR MAINTENANCE .94477 BE NGLU4AE4 IN 77.E (135'7 Cr 711E WOW OR MOOED PT 7721 LU57 L 7744 EROSION CONTROL DEVICE. d R 1S E5RM47(0 TWAT A7:Y HOURS LAY- LABOR AWA 54coni0E 4047 85 REQUIRED PM M.5LE4 Aveot1 S EROSION COMM WLY/6 AS DIRECTED BY THE ENGINEER. WORK 514411 E 8(5410E) IN 77E MOWN C5W7ROl LUMP SUM NEM 6IT IS E3774417E0 1/147 P 57A94ZED CONSTRICTION EMR444403 BILL BE REQUIRED A5 DIRECTED 70 4FIW46ZE 'EMCEE 7RACJC8SG CONTROL OUT OF 57415,/0 AREAS YFINIG OR /1;4114E 11447 NEWS AIRVRRI 9^ \ \ L7/S7 RN CONED PROM Rh67NW. TYPICAL STAKING PATTERN AND EROSION LOG APPLICATION RES �SMCe G4 MIX SODOM CR WNW r. • 7280i 8167575 75 K AR51AL1LV AS SPEY/ N TM DEW. NO AS MEMO Err 1702E24 2 1104.117617641734675614067117 EY 744 17406(7 AS 1ECE1947Y 7D STAT AMP) RTF COADMO6 J WADI OREARERS ENY45[a'E 6PE41E4 A AMC THE wE INSTALLEDorm OT � � (MO 81X50 L KEY &ON MORN BMX A ~AR OF r' 470 667710475 AM SEES OF oRDARN a 74/ 0747144C106 91701 MINE 2868541Y NO RENEREEDff25872801 ER641373 61 EREIRIRM NOW SURES 029i1U1 VON ALE x51461 WAR AT TEF F,4OMYNG IB:LCF(47 1 9 .44470 Y Sr p! PLAN NEW asslyw D away 5-10}1S nr5-20 )0 300 24O 100 DiO34010 CCHEM *059 1. SFlifrN7 NONE 70 MAW N RACE AMR SER R REARED AD 11613171011 SEDIMENT FENCE DEiNL NC5 AREA AREA 455046.466650424615005 1. /VP 60011.41 1064110N 0 SPACER NEA CON0R4oroR POW! 11 IX� AIMRH 7 STARLIM0 SERER min WM RPPROAL MOM 160 E STARLOW STROR IRE4 .V.1412 OE 24706 170039 SEp ,460 OrtP4YM1 ANO 1 OREIRO545m nu? cnvSAx +wA(FYy a ERE RID Sr ETC MIL .4614143011 SOT ACCfS4 ROTAS 9444 61 54{914100 M RE SWF INNER AS RE SWAYS. AAA 4 574/511 mot 24(1 ar.4/467.FO, 4Rav 70 446' 011tl7 OPERm446 071 RE 522E 5. OE /1140 576114 AREA SRN[ CONSIST OFA IIANM O€ J^ 61 ORACERR I1412134 (MOLL QR 4FAY 01CMUM 08CR47/ E. RE SAW 4MM4(O 4644LL 2RF1V 11r 544872275 5151549 ARRA 1407(7 PROW NO WEER AVE snow DOT ARO UNE ROW IS OR (714444 MT WEIRDLY SEMEN! AS *[555471: E SNIP LAMM 94.4 PROVE AXION L WORE= OF GREVEL44 &UMW F NR IIIA744(7 OCCURS OR 11 7 77 44 116 &W V E 461C4YS EVOSEEL 1 5TA91QED STAGING AREA 9444 I DANNCA r MEESSRPi' 75 MOAN ROWER 5/88402 AMI LELD42123 Ase UR02 J (07114416 4. MY ACGUMIMIOD OFR 74P MO RMI! 91 R6301E0 FROM RE .REFACE 6F 71F STAar17TD MOM ARM 111 RE /74446 // AVM AREA 9141L Ar M.M47D AF7144170 OF (547141AT: nE 7%MAA4 4486241 SNAIL HE REWORD, 41p1L 1'4'Ph6t0 OE THE 70041 AWNED USED OM 917 AA, RE ARG 7CPAG7IIA aNCRO L SEEDED ND P AWNED OR OIMIIERSE 5730141E0. STABILIZED STA1! AREA SSA ACT T, SOME PLAN 711* To' L =ROTES £HOSKN CONTROL ALES 3.1 599E 51141770 ,1 72111/) .� 4'555'5 G'G'iti'j4'4.L'a\ LY,EFI76! WSWSEEZE 6161 5107/9 A -A 14211CLE TRACKING PAD DETAIL 471 EH742AY1 3 6115 A FUST RE IRONER REN' Miff a SWAN D -D P7M9'!N! LOG G4CK 6411 544742 IF.fs PLN 454474' SECTOR A -A SECTION 8-8 TEMPORARY/PERMANENT TRENCH BREAKER Ot7AN RES 6 SG M 1181 -Ne t Sixth Street, Suite s ix 200 Glenwood Springs, CO 811501 970.945.1004 wwwsgm.inc.com Kobe Development Project Mesa and Garfield Counties, Colorado 1. PFMMEM IYMER 8445 TO PIR41416 21917E EWANSE 7D A SA4111720 /1574411 14574 LA7NW 170E6 10 BE 2002760 Er RE PRIMO, AS MTESS471" 70 SCO AC1144. 977 E RE COAR ECTOR 9441 20141. ITIFORI 1' AIR PFR14.41NT ME ER ,NRS ON SLOPES *114/61 1r1Ma 2PREGL5845EEY 111. LAY .40 OSIER0713 EALES AT 72 170187547 RECORWEED SPACER YTf l 300 575-.0 200 >.10 140 N Revision Dale By 1 Set for internal review 11/1/13 115 2 Set for opprovol 52/13/13 NS 3 Set for dprrovol 2/27/14 NS 4 Bid Set 4/02/14 N5 irre 7EMA2Lte1¢Y/PE774UNENT WATER R4R DETA11. NEI Erosion Control Details Alab No. 2011.390.004 Drawn 69, 115 Dee. 2/5/2014 OC: XX I PE: DC File. [.en:,.cce.drb.. 01 30 32