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Home My WebLink About20173201.tiff1 SUP -232 FEED LOT -- J Ir- 'TAL! SR 12-0010 OIL &_O AS FAO I LTY ti I' USR-1F1T, 1 r I OIL& GAS SUPPORT FAO 1 I , 7 I)1 I, USR-1 ?1INERALRESOLIROE.OIL&3r;S FAO ti• l }li Ik_ .--,USR 12-D00p r NOr'a-10 1 ro..AJOR FACILITY I I •-I ��. IJSR-11 3Ar.,1 kDAIRY 3D0 -� r fer/ I r' MI1 SR r.rlr� ER AL RI OIL&. 2 Ir-: -' -' J - - - �+ I r• r i I _� I I _ 1 IJr II i USR 1 F -J J 3 z \1 \-_.2,0X83 SHOP & SErdI PARKING •I 4 rb r-� L'SR-10 ;I f�.MINERALRESJLIRCEvJL&c AS FAC a a sR a.ti•. - --- • Z.= } I I . 1 L!SR 12-30De r4ON-10.41 r'. AJ OR FACILITY •1I (E) ABANDONED CONCRETE HEADWALL (PIPE LOCATION I 49 (140' R.O.W.) - -// /. 1-. STORMWATER FROM THE PROOECT Sat IS GAEL EC Tl.D IY AN UNNAMED I DRAINAGEWAY NEAR THE NCR1HHti$I C(:di::EW OF THE USR PARCEL WHERE IS CONVEYED OFF -SITE, INTO TIti ADJACLU! PARCEL ON THE NORTH •I I I . ro l I N. .14, •I ' r 1 - aS 1111%; I F'Eh%I t/I1 UJ CASENEN I I-- l�'.i' .Yr;I SE .e1,05 REAu ' •i" I rsR lnv R: �'PEi1r:E RJC 4269 fiS - I -r I I �- (E) ('A/>'�.,/ HERE - —0 rI fJ I USR PARCEL BOUNDARY (TYP) r" (E) /2" CLAP PIPE •' ,!r (LRR/Cl I/ON) • /RR/GAT/ON • • ` T II ;1 I t \ rHrrAVE lT?al •f--- �r /./- - ,_/../._ •,+`�? , 1,5,1! II I -/:.__ 1 ►' I R�• - \ N _r!..'"..f it : \..r•I II I 1 I. iBOU PARCEL i ' �J--• - :�d _ I. I, I-.1': T,:',-T'' it BOUNDARY (TYP) ��~ 1 . �� 1 - If- - J N :i...1 � 1 y. !-1- t li (rl .1 C�-c;`.:1 -• ill ar:CPa![;IO.. 1'1. 1 rr.) Iz'f,caap 1J �>t/!rrnc \�/n,rcn' 1I III, •. jl. ^ l.' 1 f i yY4 :::'‘, ;l CF _ rl - !r { /.: .f H=` r rvin Ir111 I�'•. /_.fdJf r:' • I:� 1! --I!IIrr //�/: ,=�.... f_(EJ 30X20• CMP (E1 !K•1:61Y - + -G : _ 3" ',TJrr0 ' ^&,—'7..•.-4: g!! .E: CULVERTS' '•✓i YFLr:-x. % _ _. 11 •ri ��-'-..fit - �'...-_r w -,-.0...-- -,-4-:1=',11-.-- ! •.�J`-- -� ., p .'_'_—..-- ..... %.i. z-.. .k tnx_ LL -I. rG .. .,_ T�.__.A xw1--:-K. .Y._,•_: x""TD L",----17.-L..-i7-`. �+c�- .r... • --'n •..;c.--_ •pA-. �... Try--•�- W.C.R. 44 (80' . O. W.) wva LFc Will// ('Ear I HISTORIC BASIN FLOW SUMMARY BASIN AREA (Ac) Q5 (CFS) Q10 (CFS) 0100 (CFS) H1 2.56 0 1 0.4 3.0 H2 3.35 0.1 1.1 6.1 H3 2.82 0.1 1.2 6.3 SUM H1 - H3 8.73 0.4 2.6 14.6 KEY MAP COUNTY ROAD 49 COUNTY ROAD 44 LEGEND N.T S. BASIN DESIGNATION AREA (ACRES) x1 25.2 AC 5% IMPERVIOUS 0.47/ 5 YR RUNOFF COEF. 4882 - 4880- - BASIN BOUNDARY HYDROLOGIC SOIL GROUP BOUNDARY [PER NRCS] HYDROLOGIC SOIL GROUP DESIGNATION [PER NRCS] EXISTING GROUND INT. CONTOUR [2' INTERVAL] EXISTING GROUND INDEX CONTOUR [10' INTERVAL] EXISTING STORM SEWER (CULVERT) & RIPRAP OVERLAND FLOW DIRECTION SITE OUTFALL THIS DRAWING HAS NOT BEEN PUBLISHED BUT RATHER HAS BEEN PREPARED BY ZAP ENGINEERING & CONSTRUCTION SERVICES, INC. FOR USE BY THE CLIENT NAMED IN THE TITLE BLOCK SOLELY IN RESPECT OF THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THE FACILITY NAMED IN THE TITLE BLOCK AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR FURNISHED TO ANY OTHER PARTY WITHOUT THE EXPRESS CONSENT OF ZAP ENGINEERING & CONSTRUCTION SERVICES, INC. REFERENCED DRAWINGS DRAWING NUMBER TITLE REV 0 DRAWING REVISIONS DESCRIPTION ISSUED FOR CONSTRUCTION BY LJM CHK JME AI -'VD DWM DATE 04/03/17 _i/.i.99/511? um, len ENGINEERING & CONSTRUCTION SERVICES, mil dC� Midstream.. 37224 ?' W 9,...--,04/0V17,.; 4 }t (h CNAI-� FOR AND ON BEHALF OF JME DESIGN GROUP, LLC DBA CRESTONE CONSULTANTS, LLC Ica WO, UTIUIY NOTFICARONCENTER OF COLORADO CCQLL Al (or 800-922-190"!) Al LEAST I%i1(2) BUSINESS DAYSWORE YOU DIG w CROSSROADS FACILITY WELD COUNTY, FACILITY 36 HISTORIC DRAINAGE EXHIBIT JOB NO: 17010 DRAWING NO: D-03136-01-2001 PLOT SIZE: ANSI D ISCALE: AS SHOWN REV: 0 PROCESS AREA SECTION (RE: PLAN & SITE SURFACING SECTIONS DTL) GRADATION FCR GRANULAR HERDING PERCENT PASSING HY WEIGHT PROPOSED CULVERT & F.E.S. c\ii (SEE PLANS FOR END TREATMENT TYPE & SIZE) J FLUW 4 SEE END TREATMENT DETAILS (THIS SHEET) RIPRAP EROSION PROTECTION (OR APPROVED EQUIVALENT) L (SEE PLAN) PLAN VIEW RIPRAP AT CULVERT END (NVld 33S) M RIPRAP EROSION PROTECTION: SEE PLAN FOR SIZE DESIGNATION & RIPRAP GRADATION TABLE THIS SHEET MIN. THICKNESS = 1.5 TIMES (Moo) kkf GRANULAR BEDDING SEE t-• '. •:. THICKNESS REQUIREMENTS (THIS SHEET) 1100 YR W.S. = 4836.5 MIN RIPRAP THICKNESS 12" 1 5 11MES D,00 (MIN.) Y?MFACILO SUBGRADE (pR(. PARC PER PROJECT GEOTECHNICAL REPORT) BENTOMAT GEOLINER TO EXTEND TO MIN. ELEV = 4837.0 -• MIRAFI 140N GEOTEXTILE FABRIC (OR APP'VD EQUAL) RIPRAP RUNDOWN EROSION PROTECTION (SEE PLAN FOR LOCATIONS & SIZES) GRANULAR BEDDING SEE THICKNESS REQUIREMENTS (THIS SHEET) CONTINUE BENTOMAT GEOLINER UNDER RIPRAP & BEDDING (TYP) RIPRAP AT WATER QUALITY POND RUNDOWNS MIRAFI 140N GEOTEXTILE FABRIC (OR APP'VD EQUAL) J COMPACTED SUBGRADE E SEE PLANS FOR LOCATIONS & SIZES OF (PREPARE PER PROJECT RIPRAP EROSION PROTECTION GEOTECHNICAL REPORT) RIPRAP SECTION AT WATER QUALITY POND - CONTINUE BENTOMAT GEOLINER UNDER RIPRAP & BEDDING (TYP) RIPRAP EROSION PROTECTION DETAIL X SMALLER THAN R,PRAP DESIGNAT:OSI GIVEN SIZE BY 147G TYPE L TYPE M .0m= MEAN ROCK SIZE 70 - 100 50 - 70 35-5D 2 - 10 70 - 100 50- 7D 35 - 50 2 10 70 - 100 50 - 70 35 - 50 2 - 10 INIERAI DIArE ROCK DIMENS ON (INCHES) 12 9 2 15 12 3 21 18 12 4 Dr4' (INCHES) 70 - 100 50 - 70 35 - 50 2- 10 30 24 18 E 12 18 Figure 8-34. Riprap and soil riprap placcmenl and gradation (part I of3) RIPRAP GRADATION TABLE URBAN DRAINAGE & FLOOD CONTROL DISTRICT A S STANDARD SIEVE SIZE I 3 INCHES iS INCHES A INCHES 5 INCHES #1E TYPE I COOT SECT 703 01 TYPE II COOT SECT 103 09 CLAYS A 90 -- IGO 100 95 - 100 45 - 80 20-90 0 - 20 (57 #100 #200 10- 30 2 - 10 0 - 2 0 - 3 1PRAP BEDDING Figure 8-34. Riprap and roll riprap placcmenl and gradation (part 2 of3) THICKNESS REQUIREMENTS FOR GRANULAR BEDDING - MINIMUM BEDDING THICKNESS (INCHES) RIPRAP DESIGNATION FINE-GRAINED SOILS I COARSE -GRAINED SOILS 2 TYPE I (LOWER LAYER) TYPE II (UPPER LAYER) TYPE II 1.1_ (Gyp = 6 IN) 4 4 6 L (Dap — 9 IN) 4 4 6 M (Dm = 12 IN) - - "6 4 .. 4 H (Dm = 18 IN) 4 6 B VII (Dap 24 IN)— 4 6 B NOTES: 1 MAY SUBSTITUTE ONE 12 —INCH LAYER OF TYPE II BEDDING. THE SUBSTITUTION OF ONE LAYER OF TYPE II BEDDING SHALL NOT BE PERMITTED AT DROP STRUCTURES, ThE USE OF A COMBINATION OF FILTER FABRIC AND TYPE II BEDDING AT DROP STRUCTURES IS ACCEPTABLE 2 FIFTY PERCENT OR MORE BY WEIGHT RETAINED ON THE (40 SIEVE. Figure 8-34. Riprap and soil riprap placement and gradation (part 3 of 3) GRANULAR BEDDING GRADATION TABLE & THICKNESS REQUIREMENTS URBAN DRAINAGE & FLOOD CONTROL DISTRICT CONCRETE WINGWALL ANC LEa30'(TYP) CONCRETE CUTOFF WALL PIPE CONTROL POINT OUTLET PIPE FINISHED GROUND —2' MIN. —I -1.5' - PIPE CONTROL POINT CONCRETE_ CUTOFF WALL N) CONCRETE HEADWALL/WINGWALL & CUTOFF WALL REINFORCING: #5 AT 12" O.C. EACH WAY (TYP) 1.67' 3' MIN. FINISHED GROUND 1.67' SEE DETAIL, IRIS SHEET FOR AODITTCHAL END TREATMENT 3' MIN. OUTLET PIPE INV. PREPARED SUBGRADE PIPE BEDDING PIPE CONTROL POINT CONCRETE CUTOFF WALL ISOMETRIC VIEW SECTION A -A SECTION B -B HEADWALL/WINGWALL END TREATMENT (DOWNSTREAM END OF POND OUTFALL PIPE) SMALLER ROCKS TO BE HAND PLACED AND GROUTED IN PLACE. HAND PLACLYt Rif?RA>? ,- SEE TABLEti�f CONCRETE CUTOFF WALL REINFORCING: #5 AT 12" O.C. EACH WAY (TYP) FLARED END '� COH.)CRE TE m� i1TOFF'-W FES CONTROL POINT ISOMETRIC VIEW NOTES - HAND PLACED RIPRAP, MIN D WOE AT SIDES OF FES. OUTLETPIPE FLARED END SECTION SMALLER ROCKS TO BE HAND PLACED AND GROUTED IN PLACE. 12" FES CONTROL POINT 2" SEE PLAN FOR DEPTH, 3' MIN. CONCRETE CUTOFF WALL SECTION A -A FINISHED GROUND SMALLER ROCKS TO BE HAND PLACED AND GROUTED IN PLACE. HAND PLACED RIPRAP, SEE TABLE FOR SIZING. `DE:DETAIi.: 12� F'OII�{ THIS.:SHEET .: ABDITTCNAL END IJ{• TREATMENT • 3' MIN. TRANSITION SLOPE ;/...11/4. FLARED END SECTION PREPARED SUBGRADE PIPE BEDDING FES CONTROL POINT CONCRETE CUTOFF WALL SECTION B -B 1. REINFORCED CONCRETE PIPE SHALL MEET CDOT STANDARDS (RE: CDOT STANDARD PLAN NO. M-603-2, REINFORCED CONCRETE PIPE, 1 SHEET) 2. CONCRETE FLARED END SECTIONS (F.E.S.) SHALL MEET COOT STANDARDS (RE: COOT STANDARD PLAN NO. M-603-10, CONCRETE AND METAL END SECTION, 2 SHEETS) FLARED END SECTION END TREATMENT END TREATMENT DETAIL N. T.S. DAYLIGHT 4:1 MAX 4I 2.0' MIN. (SEE PLAN) COMPACTED SUBGRADE (PREPARE PER THE PROJECT GEOTECHNICAL REPORT) DRAINAGE CHANNEL SHALL BE LINED W/ EITHER A MIN. 4",--1 .5" MINUS GRAVEL, RIPRAP EROSION PROTECTION, OR NATIVE SEED. SEE PLANS FOR CHANNEL LOCATIONS & SURFACING/STABILIZATION REQUIREMENTS DAYLJGHTING IN "FILL" SITUATION _ W 11/2 CHANNEL CONTROL POINT DAYLIGHT 4:1 MAX DAYLIGHTING IN 'CUT' SITUATION 2.0 TIMES RIPRAP THICKNESS CHANNEL DESIGN TABLE f MIN. RIPRAP THICKNESS __1=S TIIIES_DIW MIRAFI 140N GEOTEXTILE FABRIC (OR APP'VD EQUAL) SIDE SLOPE RIPRAP EROSION PROTECTION CONDITION GRANULAR BEDDING SEE THICKNESS REQUIREMENTS (THIS SHEET) CHANNEL # MIN. W (ft) MIN. D (ft) SIDE SLOPE A (H: V) SIDE SLOPE B (H: V) CH1 5.0 1.0 4:1 4:1 CH2 5.0 2.0 4:1 4:1 CH3 5.0 1.65 4:1 4:1 DRAINAGE CHANNEL DETAIL N.T.S. N.T.S. 37224— : • 0 '- 04/4]/17/Jy IZtL�sGs4 FOR AND ON BEHALF OF JAIE DESIGN GROUP, LLC DBA CRESTONE CONSULTANTS, LLC UIIUTY NOTBiCAlTON 081ER OF COLORADO CALL ell ("r 88,922-1987) Al EAST TO (2) RONIESS DAYS Nb lE 100 DIG THIS DRAWING HAS NOT BEEN PUBLISHED BUT RATHER HAS BEEN PREPARED BY ZAP ENGINEERING & CONSTRUCTION SERVICES, INC. FOR USE BY THE CLIENT NAMED IN THE TITLE BLOCK SOLELY IN RESPECT OF THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THE FACILITY NAMED IN THE TITLE BLOCK AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR FURNISHED TO ANY OTHER PARTY WITHOUT THE EXPRESS CONSENT OF ZAP ENGINEERING & CONSTRUCTION SERVICES, INC. REFERENCED DRAWINGS DRAWING NUMBER TITLE REV DESCRIPTION ISSUED FOR CONSTRUCTION DRAWING REVISIONS 0 BY LJM CHK A.PVD JME DWM DATE 04/03/17 x"vx rrulo",II0,or" DNGINEFRINB & CONSTRUCTION SERVICES, Inc dre Midstream," CROSSROADS FACILITY WELD COUNTY, FACILITY 36 DRAINAGE DETAILS JOB NO:17010 DRAWING NO: D-03136-01-2010 PLOT SIZE: ANSI D I SCALE: AS SHOWN REV: 0 0 In 6" CONC. SLAB -- (NOT REINFORCED) '1 4 20 0 y INV ELEV: 4832.50 CONC. HEADWALL & WINGWALLS B 1 4 4 5 n n PLAN VIEW \ - OUTFALL PIPE 8" PVC (C-900, DR 18) HEADWALL/WINGWALLS - PROVIDE #4 AT 12" O.C. EACH WAY & DOWEL MIN. 18" INTO SLAB (TYP.) N.T.S. WATER QUALITY POND OUTLET DETAILS REMOVABLE TRASH RACK SCREEN SEE DTL (THIS SHEET) TOP OF HEADWALL ELEV: 8834.:'1 FINISHED GROUND SLOPED TO PIPE OUTLET TOY Or WIN.GWI\LLT FIN: SHf.❑ GROUND 4R.32.54 '1 BOTTOM OF HEADWALL/ WINGWALL ELEV: 4829.5 I.5 - if 2.0' 1.5 a G INV ELEV: 4832.50 .1 SUBGRADE PREP PER PROJECT GEOTECHNICAL REPORT (TYP) SECTION A -A 4 N.T.S. -CONC. SLAB ELEV: 4832.55 6" CONC. SLAB SLOPED AT 1% TOWARD PIPE HEADWALL/WINGWALLS - PROVIDE #5 AT 12" O.C. EACH WAY & DOWEL MIN. 18" INTO SLAB AT 12" O.C. (TYP) TOP OF HEADWALL ELEV; 4634.17 n SEE TRASH RACK DTL (THIS -INN ELEV: 4832.50 FINISHED GROUND OUTFALL PIPE 8" PVC (C-900, DR 18) 5.0' a SUBGRADE PREP PER PROJECT Y GEOTECHNICAL REPORT (TYP) BOTTOM OF HEADWALL/ WINGWALL ELEV: 4829.50 SECTION B -B 8" N.T.S. 2" 2" REMOVABLE TRASH RACK SCREEN: STAINLESS STEEL #93 VEE (JOHNSON VEE WIRE TM STAINLESS STEEL SCREEN1, OR APP'VD EQUAL) SUPPORT RODS: TE 0.074"X0.50" AT 1" SPACING FRAME 3/8" X 2" (MIN.) PLATE 2"x%" PLATE WELDED TO THE SIDE OF THE TRASH RACK, FRONT & BACK (TYP) 1.33' TOP NEW FRONT NEW (TRASH RACK FILTER SCREEN ASSEMBLY] 2" 3" 46' PLATE SCREEN #93 VEE WIRE SIDE NEW r 21¢x21¢xXl. STEEL • SQUARE TUBE WELDED TO ANGLE, WITH ONE SIDE CUT OPEN TO ALLOW TRASH RACK TO SLIDE THROUGH (TYP) TOP NEW 2.)ix2 STEEL SQUARE TUBE WELDED TO ANGLE, WITH ONE SIDE CUT OPEN TO ALLOW TRASH RACK TO SLIDE THROUGH (TIP) (TIP) 5/8" STAINLESS BOLT (TIP) FRONT NEW (REMOVABLE TRASH RACK QQNNECT1ON TO HEADWALL) CONTRACTOR TO FIELD VERIFY REMOVABLE TRASH RACK DIMENSIONS PRIOR TO FABRICATION REMOVABLE TRASH RACK DETAIL 6" TOPSOIL MIRAFI 140N FILTER FABRIC 2' I-. lu 8" WIDE x 3' DEEP x 26' LONG CONC. CUT-OFF WALL REINFORCE W/ #5 AT 12" 0.C. EACH WAY TYP TYPE L BURIED RIPRAP Dso = 9" MIN. THICKNESS = 2 TIMES D50 2' 3 a e, SECTION A -A tl off' 0.•• o•Y 6" GRANULAR BEDDING COMPACTED SUBGRADE (PREPARE PER PROJECT GEOTECHNICAL REPORT) 6' TOPSOIL TYPE L BURIED RIPRAP D50 = 9". MIN. THICKNESS = 2 TIMES D5o. 3 WATER QUALITY POND OVERFLOW SPILLWAY SECTIONS MIRAFI 140N ALTER FABRIC 6" GRANULAR BEDDING TOP OF POND EL.=4838.00 SPILLWAY CREST EL.=4836.50 WATER QUALITY POND BENTOMAT GEOLINER & 12" TOPSOIL (OR APP'VD EQUAL) 8" WIDE x 3' DEEP CUT—OFF WALL COMPACTED SUBGRADE (PREPARE PER PROJECT GEOTECHNICAL REPORT) SECTION B -B N.T.S. II 2011 N.T-S- 0 ci N. T. S, ?�F 37224,) Fs ` G , 1(�S�CJNA L r`Ht`i ' L�1I�CS�h- FOR AND ON BEHALF OF DIE DESIGN GROUP, LLC DBA CRESTONE CONSULTANTS, LLC 4a ." Mm MIRO umim wraNAmv 01N11Y NOITICAIHNI CENTER OF COLORADO CALL Gil• In Mr1 9:1-+fiRrI Al 11.451 196 (11 [tlfT%Si DAIS SiFfAi TOO DV "a"e THIS DRAWING HAS NOT BEEN PUBLISHED BUT RATHER HAS BEEN PREPARED BY ZAP ENGINEERING & CONSTRUCTION SERVICES, INC. FOR USE BY THE CLIENT NAMED IN THE TITLE BLOCK SOLELY IN RESPECT OF THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THE FACILITY NAMED IN THE TITLE BLOCK AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR FURNISHED TO ANY OTHER PARTY WITHOUT THE EXPRESS CONSENT OF ZAP ENGINEERING & CONSTRUCTION SERVICES, INC. REFERENCED DRAWINGS DRAWING NUMBER TITLE DRAWING REVISIONS REV 0 DESCRIPTION ISSUED FOR CONSTRUCTION BY CHK LJM JME APVD DATE DWM 04/03/17 jo3 99%113 ENGINEERING & CONST R1101105 SERVICES, INS Midstream. CROSSROADS FACILITY WELD COUNTY, FACILITY 36 DRAINAGE DETAILS JOB NO: 17010 DRAWING NO: D-03136-01-2011 PLOT SIZE: ANSI D I SCALE: AS SHOWN REV: 0 :. .,. GENERAL NOTES . "' as Bc KL H•a1055 • REINFORCED CONCRETE PIPE fr i 4 Wes„a ar 0 40 .y.[• .r). . 7,4 30 34 19 22 PA k 0 66 0 73 J rII --' �: 1 -Vi 0 95 '1 .9 •E _ .0 - ., 0 •,5 --+]].off-x-x J COI�il0 J� 5'h -B Sf 3a 5!/1� LOW. NA. INIU.SS 9!LCNSI°NS ME BASED aI AAMTO u 129 Pak: A4:01 x.1Yu1 P,vc, ua AWIIp II IC 7 FOR ELLIPTICAL Pl. _I- ' • - . �� -. • , X •- 189 97 l0 55 6766 83 6k4 2 23 , 76 10 53 6'/ 53 o 6T.,0 PLAY uL-106-1 INS L :IC3 SHALL Ces:.^u 10 617 5 SrC•eN F. IS 10 BE EMENDED, FIE S. PIPE WIC. AND AS 512E D: TEE CEIGI. P. ErcsTALTAI .' 5.74,L BE USE P IPE INSTALLATION - -34 91 7-./ z6s DI 50 721/2f TIOr Y+_F, N_p_IF[^,fD Yr RC1F [PF (.o. 0, PRpfCTICx OAT.,, Z /' B'/z 308 VA11] AI 11.1331944 ff NNE C0N�TAO,.PENEDVOED 07 10 PIPE CLOECAu;NG TO v 295 , H'!r 310 2 . 9 % 115 110 AA9110 II 86 NAT BE USED IN LIEU OL NEW.. W1.;.1E PIPE FEN ALL SIZES IN 0 RAW WALLER EVE xnrsllsWCEO CENCREIE PIPE 9.174.7 HE WE Di°AD r° PREIL.E TIE L'.1INATE LOAD DIETER 11s TWEE.. T 10' ).2O , .36 vY. D 9 399 QA9-fI J6 Bl ] 5, 268 BEAN. NEI. AS SPECIEIEO . REIKORCED CONCRETE PIPE IN 00.0.,CE WITH 745x10 N 120 1. ca.rrcTO1 MALL PROVIDE WNIFIEN CERTIFICATED. CF 1WALL merxEss OF FIE Ow N[UEBNA. ED PIPE VBC INC.. •I .,. ..... n -. • ,.5AS REQUIRED 10 WET DEO. REIMAN. Ni 1 ALL REWIRF.N15 FOR 011.1 0CE0 CONCAVE PIPE, EXCEPT IN.NEFERRIIl6 10 DIMENSIONS FOR REINFORCED CONCRETE PIPE .m InEmDENT... 4431. ID NMI... CON.ETE PIPE _ I -5 sEcrs: .II• A •. r., I.II CONCRETE PIPE WITH END SECTIONS •, _. , •.r' ....H •T•• IaTLUSE 1. H THAI IS 1000100 FIN LAM. N EDN,. FRE 101101 R�A. •P- ,I �'. ,+'r.''TT Y1.01 Z S:� I:,:s n ,:, ... ...t. 614 c., N ..c •,• :. „• ,:,• . : ,. .. .' .,,,.: . - ', 7. - . .: r > F•_; 3!C'J /l Li =113011 OF PIPE I0 BE u{ASUNEO 0103 PL,CEO IN ACCCROANCE 1010 SEC1101 62, l fA1 U.. 5_ \P L2 = LEwrx cF 4314 rp OE IIEA9WED I.19I.19PLAc60 1x AUDI.. Ivan sEcnGH 603 'S•ln'L.:• 0135 vE II IC ASS II 1mD n CL.NEIO I II A55 I N VE IV • 35 • I. m+R.I CLAss r v CLA55 YE VI �- u X., 4 L •... ,.., __ - 1 .i \ rA • _ CIRCULAR (CI, VEREICk ELLIPTIC/4. (VET .N 116N1N ELLIPTICAL BO •. , .L I I .. EO 25 1 IO 25 I TO 75 L 25 10 32 t 25 TO 37 t 25 10 37 2 37 TO 45 t 32 TO ,5 _ t ,5 ED 62 I - - - - -- _ CONSTRUCTION •rALLOWABLE RANGE gijip3(141�9V.i.F6R RIC1lr PIPj; PYE_ft R�Iyt1FORCED OF HEIGHTS FOR FILL 44hvRF.1E pv3E L10 L 2 ., iC0LNC.FIf I f'iPE 01114601 END SLC1'IONS (ALL SIZES) CSE1,Purer 11143 im,, „P1I,1N snem Re Yi]lah6 Colorado Department of Transportation REINFORCED STANDARD PLAN NO. .... �_...-... ATI'�• r.... L.:: i'2'.. •:•...rv.` �:: __... '. •� •+1:1 FA,P 303-]54.-9868 • CONCRETE PIPE M-603-2 ,..I:,•.,. ( -v ry •, „,• � , , . _ -•on of Project Support DLM/LTA U Issues By: Project D..01m=Ni Brow. on dwr A, 2012 Sheet N0. l of l I PDE 'ate a'r"a' _. _I aAnala¢.— GENERAL NOTES ou A B H L w' • —_ • I ' j i i • T _...� _ 'q PPE sxLx A B H L 6PAN R Rlff A�J r r (WM �OwU i W1 llurl — W T I(ss91-- 1 DEL pNSmxs ce END SEcn. DIFFERENT M FALIIAVEB5' „•- :• :, Iv. .::•:a unr SLIM. Far Iw5E SH .N ON . TARES ERE CIIF@NA11.S. uw Ir ...,...I:.,.. ,A . 11. ,,, . ,.. ,L, _— .. _ .i_. S Iq - ,vL CUT pRwELOEo SURFACES snKL .! 24 , Lr` 82 l 0 064 D •2 I a u 60 NO I '6 r 11 - - B • 70. L _• _ _ ^1 I e I?:, N It a 18 I 32 18 SRIx C I i ; I DESIGN II:NGTH OF PIPE • INNTA1NSL ANY.1,Ia,AL T. COMADTOR 5 END SCCIIM MT . 1HE PLANS 6 GALVANIZED TOLE PLATE OR SIDE ON. IS BASED CPI LE.TH Er ENO YCE. 9.N PIPE KOL.E0 TO PROVIDE 1. DES!. LENGTH SHALL BC Al NO IG°1nW0. COST ID T. PROJECT •AVON PIPE Cs1VLL With T. OM.. OF 2. PIPE S.WNON AS .. IS RED.EO ON ENV srmaris FOR CC...3 _ 1 I °12 A_ �.L� " -9 f 1 i nCOAT � A _ .- 0—{ BE MEOWED WITH . FLEL ACCORDANCE Z ROF ZINC E ..1. r. N • , •, ,..a,. L L, E13% I, 43 it NO.r/: E.CIx 0 f _ B • , _ Ii0 • R6 nil e I is p B] I] . .... 1 .....- •-r��4 A I- W A p- FLEXIBLE • •£ 50+- PIPE .. 1' ARCH I- - 1 w STILL • BE FIE, 0 H•:1n TO W , `' I "...:_ 2 GALVANIZED =FEEL MALL B 00 T ; MCULY SOPIPE BE r. S. INCN.SS AS EN, SEDER, 1. PLATE .ALL SEC,WI W. li IN G4VA.°FC Aw xnvvvs CDSa,N 10 .HTO N 111,0 210 112 y:'2NOis n..2 BEOOSS1TMCA5Es FF. IDS -3 GALVANIZER STEEL - - A -�[ •- A �.� L. E ON I )SEE SECEIOx69wycil ..r 1 FI J - '-`31- •�..9. CH••`. - I JI j jI 1 T}i'� O C. ..v . v.,. I 6 • .",• PE S0 ENO SE:•1:I,, FL,F: R11V17[1 R T F'tN1 vitW .i&I.E L � .ES om T. PLATE, AlANOl s FDR 1pE P ATZLEi AT scclipx MxL . r. +,AI ,I ....• NE .^V ION IF ALTERNATIVE 1 0R /FIE010 HO 2 ENO ( .1-A•,I:.-; wi1AUL _ {I5C' 11 i.. Al !... I, �I I I ' y7 C 1.1014Ir C rO C IP[ Llxf TASTE. uAx 1 ""•;.,'ce 15 u.AD .... 13i! �- .- i_ E _. ALAS, SHALL . IxSinLED SD rxA .E v, 1..=. ."1 o 0 1.1 PIPE Aa .2---, eI. L9a,E° �6• 1 1 v TIE 1A .1 ' TYPICAL ANCHOR BOLT _ .. .L . .I. ,. • •• 1 I_ _ ;Dff11ER ENO SECTION •., i�:: •. • •l ,• • i'l"" - IC ENO SECTIONS :.... ,. ., .' ` 'f - I _: - 1 11 CWECTIOS OF IETAL g'' :: ,' 011 SE 10105 0l1, SHALL BE INCLUDED 1N I REOVICEI ENT SECBONS TO PLASTIC PIPE SHALL BE AFPNMED BY T. MINCER SHALL NOT BE USED I.. L '- - - SIDE VIEW OF END SECTION - ALTERNATIVE l 61ELD4QIE°IE j' .7i (-• •-- 1r• A -' • y" •-• A ICALVAY12f1, _ I2 T. ENO SECTION SrnE,ENNEN ,. .,, I, •6" P£OVLAN OR SAFET .SHALL . AS SHE. M T. PL. . .. - - L _. 11 I. *•-.1 .i' A 1•• l ._..,. r H TYPE 1 TYPE 2 TYPE 3 f -C" ; -�=ti I i_ �' ~ FRONT VIEW - ALTERNATIVE 1 432 18 IN DIRT 2, IN FM a30 PL T,yPUIH3A DI ON ,x IN INN B, IN ROM PIPE I g„T I : 1 Z nxuED% PPE 1SIZEITA NMAM 'I AMORm I A f 4 !.—_-._�__� (_,• , n P ; (BARS IIDI SIIPn111O'E (SGFp ,D, s.7I,.....,„ APIIP1C 114HCCALCO 6AYOgAI C 701 USED IP HELIATIO6 NOT & USED SITES nllx HELICAL WLEVER'S 5 ND FTA - — T (�- r M .LICNlr-F.. PI. .SICILLriOwEO PIPE !Ll .TAL PIPE MM GLVER1s SIB ArTnLx PLATE WEELD9RTE01 - T7 .F, (FEELDAOLIEO) IREESS RECONIAGATE0. RECORRUGATE9 A 2, IN N,x C NO,H OF .ULAN PIPE WIEN ELATIONS F - 7 {F-_SIONENDVIEW _?l.l 1 . ""• " I- L -{ .l ROLLED 11.1. /Gk., (:!.:;•;`-'..';',;•;:' , .../Z'1 i'.• 5 PLR°° :1 �1_-= 1LiU11 SECTION A -A -= '] 4-- ..,,N,..,.'_°�`• 1==' IP1 PLAN v I ! 1n 33 1 >i w _ w0'/I'DIAGxV,Fi.lOBLL15 TOP V[EW - ALTERNATIVE 2 .A. S +24 • 0 1 •5 _ 48 1 S 1 :L .. I IY� `6•Au : _ _ —. --� Z � �; 019 u ICI 30 I x z.- 21 36 '_..X.. 9.6 96 .. >e &• ALTERNATIVE 1 6.,. ,mil .. 71 ,z 78 I_ 24 96 64 `...� "'6.. l kill ?n _ I ' SEE DETAIL 2- / .I ` ({..f..)- - LN. I _i; :: TEND SECTION FOR 7 I REINFORCED NT} SECii4Y5 KOq CIRCULAR PIPES •4...61 N. i'�'• •f8,12 ( „•��•~I I Al _ PLAN •- " . r. __ -'. ::.. Pi IM•r1RCE _. CD7ICR.__.. LRCLIL _ _CONCRETE AR PIPE UL 1..11 : ,) ELLIPTICAL PIPE -.':!7.46 <MI I 1•.j1 rr x DETAIL A • 431x_ -• .. - _ mA nua ,. `1r NG" SLOT. _ 1 -, ` _ ! } •' FJ ••v - 1� ENO . F x 0 SLEEK 1"T.L x;4.1 NI.r 6r Oar, 17 '. K' 11 CCM N: iRLN r.•i 41,:1•" R ;,.1F� I''/E'DIA _ i II.EI• 1 A••I .1.: I SLOPE l -LH 0.I ° GM BOLTS - `0 -: �� 1 , - ' I . . _ , "` HiMIBLOE� INEiK9MlL • y.T. c llr syS II Snn oar OF NM SECTION p _ 1 .. / 1 B i �. it 1a'� �"- HpIE:.IAL ENO SECi1M 5,1ALL i-•-'- CTFON .a•y ' • . 1 °6, . • _ .. I . f ', 5'/f 3• GALVANIZED PIPE IsaEO ml: nArofx Ea, I.H BEW OUi510E • 1 ,LIT ENO SECTION SIDES I I .. - `R r, [} ` ` (! o I. . .0..ry.. Fl ., r ( - ... A •-.--....--1-'".=— - _'.:• I _` ).._‘.1 _' 11 _ _ — _ _ — �� 1 . F Poly W BEINTO PIPE I I F • 4,,,,Fy _ __ _ _.. _ 1I I. •. �a A' DTI ,: I • .� • BAR END DETAILS _ . y }T2$gY p Fii Zr �I _`I� 50 NM 36 I —L I - tt -I s w '__ _ w I IO" W O ry C 11x7 r 2 WON eL1uNAnvE o `�LSS��f,�..aC_11 - :Y. ERHATPE " 'y `--_ ' l? '...:?:/ OS 1.3./,Sr /' 4i1:, L un 1AN,xR .� • i .... _ -£ STEELENDSECTION FOR _ ]6- 1 - 6 —_ 1. i r� ! L•`^ lc. F_I_p �� rF w ° `° - . 1°' I' 1 .' I ,. u1 1m 1s6 m'PT,1kAL 1ALv bNNek.I.lACr:-,IEIttD EVERY -.. ,h-' ''SIDES E TYPE SD END SECTIONS FOR SIDE DRAIN LESS 5.01511PED EDGE EC PI. i° ''\i--‘ 1 ln........,G, �tI�/Aran L.�.A;�r' SECTION X -X ENO VIEW 1-�X CONCRETE CIRCULAR PIPE 2 - •LI•n _I' 1 •,I, •IT, . E i —66 Lsr�f-j~r:0 [101 Tr [E≥. ,,,•: L.__L15'• - Ni1_5_F._ F ON FOR R NF L i NCRFTF rfcll AIL PRE G �.i. ..—__.._..E]__.—..E�� Vii_-_....._�:I..—S.__...F I.vlEluunK rce CONCRETE s[cn0v7 COriCft[1�.7fl�NT FM1STFNfR (iwfl r•FR ANTI (FDN AL1EflxAiIK xl FOR AND oY SENnII' CV Cn,np111nr FI'r. Infurnlu l.nn Sn.nT kcviarnn: Colorado Department Transportation lotion Cvmp:II e!.F11 inla,'mn0 TA Snovl RORILious DESIGN LLC DBA .,..., .. of Par P m1EaT CONCRETE AND STANDARD PLAN NO. Colorado Department of Transportation CONCRETE AND STANDARD PLAN NO, CRESTONE CONSULTANTS, LLC CONSUROUP,LTANTS, L:� -a ..... ..•A •.:!- • 1A „pr.:•:.....�. sz.:z °. �•L'4 : ''•. ,r I..H Un,rT w,..,•,,AI _ Ph'0.: E,.,.I, .._:.:21 �— = METAL END SECTIONS M=603-10 ® • METAL END SECTIONS M 603 l0 UlH11Y NO FlCNo N CENTER 0.r .. °.L3.., A r a a' 7303125,-DB10 — of caoRAoo •A. „A r .•,, •, ,,, Project ❑evulopmen[ Branch DD/LTA Issues By: Pr°i.=1 Development Brunch duly a, 2012 Sheet No. 1 oft •, i1 ;';' r• ••, P ProfecI Development Branch DD/LTA Issued By:ProjectDevel°pmen1 Branch rule a, 2012 Sheet No 2 of 2 CALL 811 AI L•AS1 Ig1ce! Orr RAYS- EFl�4E x011 D:G THIS DRAWING HAS NOT BEEN PUBLISHED BUT RATHER HAS BEEN PREPARED BY ZAP ENGINEERING & CONSTRUCTION SERVICES, INC FOR USE BY THE CLIENT NAMED IN THE TITLE BLOCK SOLELY IN RESPECT OF THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THE FACILITY NAMED IN THE TITLE BLOCK AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR FURNISHED TO ANY OTHER PARTY WITHOUT THE EXPRESS CONSENT OF ZAP ENGINEERING & CONSTRUCTION SERVICES, INC REFERENCED DRAWINGS DRAWING REVISIONS J_,._ I. 1"• V �j �� `�^� `-� 303 f•s3::.•I.3 `--` ,,,, A•• - E:�:. __ _.- „ = - '- M dstream., CROSSROADS FACILITY WELD COUNTY, FACILITY 36 DRAINAGE DETAILS DRAWING NUMBER TITLE_ REV DESCRIPTION _ BY __ CHK APVD - DATE _ 0 ISSUED FOR CONSTRUCTION LJM JME _ DWM4/03/17 t'., ,n /r -' �"�� ---ti �= ENGINEERING & CONSTRUCTION SERVICES, INC _ ' — — — _ - JOB NO: 17010 _ _ _ _ _ _ • • _ _ _ • DRAWING NO: D-03136-01-2012 REV: - - - --- -' --- - -' - PLOT SIZE: ANSI D -- SCALE: AS SHOWN 0 -- - I U I / J.•:Y' lI \ I STORM WATER FROM THE PROJECT SITE IS COLLECTED IN AN UNNAMED DRAINAGEWAY NEAR THE NORTHWEST CORNER OF THE USR PARCEL WHERE IT IS CONVEYED OFF -SITE, INTO THE ADJACENT PARCEL ON THE NORTH (SEE HISTORIC DRAINAGE EXHIBIT) I R 4eL I An' 1.1.'r'l,1:Le ..1 L'A.SIEr/.T — —1— (W[ I /,112/8//,0 //1/8: 8YC 4;31'4.'1J POND EM. OVERFLOW — 10' CREST LENGTH WATER QUAL T7 r P„QUIZ' NO BUILD/NO STORAGE POND INVERT: 4832.50r - TOP OF POND: 4838.00 100-YR VOL: 2.15 AC -FT 100-YR W.S.E.: 4836.50 EM OVERFLOW CREST: 4836.50 FREEBOARD; 1.50', I Y:. I (E) CAPPED WELL � w\� w l 8 J / } J I� USER PARCEL I BOUNDARY (TYP) 1 / I. rr_ - (E) _n"ro' COP f CULVERTS 6/) 18" CLIP —. . . ♦r .. CULVERT fi_ _ - , 'r�: ,..� r�� . — a 4444 fr _ POND OUTFALL — 62.7 LF'-8' PVC AT 1.86% POND RELEASE CONTROLLED BY s MANUALLY OPERATED VALVE (8" GATE VALVE) CONC. PAD & HEADWALL • (ET BUR/ED / P/PEL/NE (TIP) • • }l N N • • • • • / N N N N • • • N N • • • • 73.0 l.F•-18" RCP AT 1.0% (I ) O/CROWA ICE N N 5� _ • REOAOPAVED I T 0.0•5 � (YP ) • N- / N N N N N DEVELDF7ED- $AS1A1- FLOW SUMMARY BASIN 7KWA (A4. Q5 (CFS) •-91a .. CFS}�(CFS)_-m -�4LOa \ COMMENTS: ti A / 1.91 0.5 1.3 �� 4.�T_iV,.... . W TER QUALITY POND B 1126 2.9 2_7 5,8 '1RILy 1y ik QUALITY POND O'" T - 2.02 5:6•, 17;0. 6.9 12.3 TRIG TO -WA I +'QUALITY POND � TRIO., TO WATER -QUALITY POND D 5.14 20.6 351 / E • 1.32 4.2 5.1 8.7- TRIB. TO WATER QUALITY POND r. /SUM A - E '11.65 - 19.5, 24.6 45-8 TRIO. TO WATER QUALITY POND OS1 2.79 0.4: 1.5 6.6 - . 0S2 2.70 0.1 : 1.1 5.7 Z N • • • • • •• • • • • • • • • m X N N'A . . • -/,. I • � ••• \. P r • N `I 1 refD .4 (74?) 69.5 LP -18" RCP 'AT 1.24% \ W.C.R. 44 (80' R. 0. W.) • � SD' 1L]' ns-J i KEY MAP •A- 0 z 0 • L1 SR BO; INOARY (TO') L2 COUNTY ROAD 44 LEGEND N N. T.S BASIN X1 DESIGNATION AREA 25.2 5% (ACRES) AC 0.47 % IMPERVIOUS 5 YR RUNOFF COEF- immoui BASIN BOUNDARY A, C �1JD�=>; DESIGN POINT HYDROLOGIC SOIL GROUP BOUNDARY [PER NRCS] HYDROLOGIC SOIL GROUP DESIGNATION [PER NRCS] 4881 - EXISTING GROUND INT. CONTOUR [1' INTERVAL] — — -4880-- — — EXISTING GROUND INDEX CONTOUR [5' INTERVAL] 4881 4880 --11 O _O EXISTING STORM SEWER (CULVERT) & RIPRAP FINISH GROUND INT. CONTOUR [1' INTERVAL] FINISH GROUND INDEX CONTOUR [5' INTERVAL] PROP. STORM SEWER, GATE VALVE & FLARED END SECTION W/ STORM PIPE CALLOUT CHANNEL SECTION CALLOUT RIPRAP SIZE DESIGNATION (TYPE L, TYPE M) OVERLAND FLOW DIRECTION OVERFLOW DIRECTION/PATH MAINTENANCE ACCESS SITE OUTFALL THIS DRAWING HAS NOT BEEN PUBLISHED BUT RATHER HAS BEEN PREPARED BY ZAP ENGINEERING & CONSTRUCTION SERVICES, INC. FOR USE BY THE CLIENT NAMED IN THE TITLE BLOCK SOLELY IN RESPECT OF THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THE FACILITY NAMED IN THE TITLE BLOCK AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR FURNISHED TO ANY OTHER PARTY WITHOUT THE EXPRESS CONSENT OF ZAP ENGINEERING & CONSTRUCTION SERVICES, INC. REFERENCED DRAWINGS DRAWING NUMBER TITLE DRAWING REVISIONS REV DESCRIPTION 0 ISSUED FOR CONSTRUCTION BY LJM CHK APVD JME DWM — DATE 04/03/17 .303 997-6113 www r..rondlc corn ENGIIIEERITSG R. CONSTRUCTION SERVICES. INC. Midstreaml. � Y 37221 ;VW . +ONAti-E �'fr FOR AND ON BEHALF OF JME DESIGN GROUP, LLC DBA CRESTONE CONSULTANTS, LLC r. UTILITY NOTIFICATION CENTER OF COLORADO ©ALL 011 SI LFAii Flq ] EILFZESS DAY'. 61(89313 WgSC CROSSROADS FACILITY WELD COUNTY, FACILITY 36 DEVELOPED DRAINAGE EXHIBIT JOB NO:17010 DRAWING NO: D-03136-01-2002 REV: 0 PLOT SIZE: ANSI D SCALE: AS SHOWN PROPOSED CULVERT & F E.S. c\ii (SEE PLANS FOR END TREATMENT TYPE & SIZE) SEE ENO -- TREATMENT DETAILS (THIS SHEET) RIPRAP EROSION PROTECTION (OR APPROVED EQUIVALENT) L (SEE PLAN) PLAN VIEW RIPRAP AT CULVERT END (Meld 332.) M L RIPRAP EROSION PROTECTION: SEE PLAN FOR SIZE DESIGNATION & RIPRAP GRADATION TABLE THIS SHEET MIN. THICKNESS = 1.5 TIMES (Moo) 100 YR W.S. = 4836.5 MIN. RIPRAP THICKNESS 12" _ 1.5 I'M D'ca (MEN.) .._. - - PROCESS AREA SECTION - (RE: PLAN & SITE SURFACING SECTIONS DTL) ;11i I"v _•tee'... i:.. -: 7 1L �r COMPACTED SUBGRADE (- (PREPARE PER PROJECT • GEOTECHNICAL REPORT) - BENTOMAT GEOLINER TO EXTEND TO MIN. ELEV = 4837.0 MIRAFI 140N GEOTEXTILE FABRIC (OR APP'VD EQUAL) RIPRAP RUNDOWN EROSION PROTECTION (SEE PLAN FOR LOCATIONS & SIZES) GRANULAR BEDDING SEE THICKNESS REQUIREMENTS (THIS SHEET) CONTINUE BENTOMAT GEOLINER UNDER RIPRAP & BEDDING (TYP) RIPRAP AT WATER QUALITY POND RUNDOWNS MIRAFI 140N GEOTEXTILE FABRIC (OR APP'VD EQUAL) 1 1 .11..- AT WATER QUALITY POND GRANULAR BEDDING SEE 1'•' ':".-;'->. -:�1 - CONTINUE BENTOMAT THICKNESS REQUIREMENTS � -_,_ ;::1 GEOLINER UNDER RIPRAP (THIS SHEET) . y�-: ..... -:Nam •.-.. . .1 & BEDDING (TIP) COMPACTED SUBGRADE SEE PLANS FOR LOCATIONS & SIZES OF (PREPARE PER PROJECT RIPRAP EROSION PROTECTION GEOTECHNICAL REPORT) RIPRAP SECTION RIPRAP EROSION) PROTECTION DETAIL S SMALLER THAN R 'RAP DESIGNACON WEN SIZE BY WEIGH YPE VL TYPE L rYPE M '0yo = MEAN ROCK SIZE 70 - 10O 50 - 70 i5 - 57 2 - 10 70 - 100 50- 70 35 - 50 2 -- 10 INTERMEDIATE ROCK DIMENSION (INC-ES) 70 - 100 50 - 70 35 -- 50 2 - 10 re 15 12 9 21 18 12 4 Doe' (INCHES) 6 70 - 100 50 - 70 35 - 50 2 10 30 24 18 6 9 12 18 Figure 8-34. Riprap and soil riprap placement and gradation (part 101 3) RIPRAP GRADATION TABLE URBAN DRAINAGE & FLOOD CONTROL DISTRICT S STANDARD SIC+E SIZE 3 INCHES 1)5 INCHES --- 41 INCHES N INCHES GRADATION FOR GRANULAR BEDDING PERCENT PASSING BY WEIGHT TYPE I COOT SECT. 703 01 TYPE II 050T SECT 703 09 CLASS A 90 - 100 - IOC 95 - 100 20 - #16 #55 #100 45 - 60 0 -20 1C- 30 . 10 . 2 #200 0- 2 &1PRAP RFQ)))J"f{Q 0 3 Figure 8-34. Rlprap and soli riprap placement and gradation (part 2 of.)) THICKNESS REQUIREMENTS FOR GRANULAR BEDDING P.IFRAP DESIGNATION MINIMUM BEDDING THICKNESS (INCHES) COARSE —GRAINED SOILS 2 FINE—GRAINED SOILS 1 TYPE I (LOWER LAYER) TYPE II (UPPER LAYER) TYPE II 5L(Cg,= 6IN) 4 4 6 L (O,a = 9 IN) M (Ds = 12 IN) 4 4 6 4 4 6 H (Dso = 18 IN) 4 6 8 VII (Os, = 24 IN) 4 6 — B NOTES: 1 MAY SUBSTITUTE ONE 12 —INCH LAYER OF TYPE II BEDDING. THE SUBSTITUTION OF UNE LAYER OF TYPE II BEDDING SHALL NOT BE PERMITTED AT DROP STRUCTURES, THE USE OF A COMBINATION OF FILTER FABRIC ANT TYPE II BEDDING AT DROP STRUCTURES IS ACCEPTABLE 2 DF7Y PERCENT OR MORE BY WEIGHT RETAINED ON THE 040 SIEVE. Figure 8-34. Rlprap and soil riprap placement and gradation (part 3 of 3) GRANULAR BEDDING GRADATION TABLE & THICKNESS REQUIREMENTS URBAN DRAINAGE & FLOOD CONTROL DISTRICT CONCRETE WINGWALL ANG LE =30. (TYP) CONCRETE CUTOFF WALL PIPE CONTROL POINT - 1-5 }2' MIN. -}-1.5' - OUTLET PIPE FINISHED GROUND PIPE l CONTROL POINT CONCRETE J CUTOFF WALL L. -__J CONCRETE HEADWALL/WNGWALL & CUTOFF WALL REINFORCING: #5 AT 12" O.C. EACH WAY (TYP) 1.67' 3' MIN. FINISHED GROUND 1.67' SEE DETAIL., THIS SKEET FOR ADDITit1RRL FY.D TREATMENT 3' MIN. OUTLET PIPE INV. PREPARED SUBGRADE PIPE BEDDING PIPE CONTROL POINT CONCRETE CUTOFF WALL ISOMETRIC VIEW SECTION A -A SECTION B -B HEADWALL/WINGWALL END TREATMENT (DOWNSTREAM END OF POND OUTFALL PIPE) SMALLER ROCKS TO BE HAND PLACED AND GROUTED IN PLACE. • HAND PLACER RIPRAP,-- SEE TABLE: FpR -wiNG: ti ISOMETRIC CONCRETE CUTOFF WALL REINFORCING: #5 AT 12" O.C. EACH WAY (TYP) i,AR D END S�C•il Ka. IN TOFFT WALL FES CONTROL POINT VIEW NOTES: HAND PLACED RIPRAP, MIN D WOE AT SIDES OF FES. OUTLET PIPE FLARED END SECTION SMALLER ROCKS TO BE HAND PLACED AND GROUTED IN PLACE. 52" FES CONTROL POINT SEE PLAN FOR DEPTH, 3' MIN. CONCRETE CUTOFF WALL SECTION A -A FINISHED GROUND SMALLER ROCKS TO BE HAND PLACED AND GROUTED IN PLACE. HAND PLACED RIPRAP, SEE TABLE FOR SIZING. 8" SEE DETAIL.: 12• THIS SHEET RA UOD111CNAi END TREATT,IENT 3' MIN. TRANSITION • 1 SLOPE `FLARED END ' SECTION PREPARED SUBGRADE PIPE BEDDING FES CONTROL POINT CONCRETE CUTOFF WALL SECTION B -B 1. REINFORCED CONCRETE PIPE SHALL MEET CDOT STANDARDS (RE: CDOT STANDARD PLAN NO. M-603-2, REINFORCED CONCRETE PIPE, 1 SHEET) 2. CONCRETE FLARED END SECTIONS (F.E.S.) SHALL MEET CDOT STANDARDS (RE: CDOT STANDARD PLAN NO. M-603-10, CONCRETE AND METAL END SECTION, 2 SHEETS) FLARED END SECTION END TREATMENT END TREATMENT DETAIL N.T.S. D41 MAXGHT AYLI/ �. r TTT 2.0' MIN. (SEE PLAN) COMPACTED SUBGRADE� (PREPARE PER THE PROJECT GEOTECHNICAL REPORT) DRAINAGE CHANNEL SHALL BE LINED W/ EITHER A MIN. 4"=1.5" MINUS GRAVEL, RIPRAP EROSION PROTECTION, OR NATIVE SEED. SEE PLANS FOR CHANNEL LOCATIONS & SURFACING/STABILIZATION REQUIREMENTS DAYIJGHTING IN 'FILL' SITUATION .S)4, 94,504 CHANNEL CONTROL POINT DAYLIGHT 4:1 MAX DAYLIGHTING IN -cur SITUATION 2.0 TIMES RIPRAP II'IICKNESS CHANNEL DESIGN TABLE MIN. RIPRAP THICKNESS 1.5 TIMES 0100 MIRAFI 140N GEOTEXTILE FABRIC (OR APP'VD EQUAL) SIDE SLOPE RIPRAP EROSION PROTECTION CONDITION GRANULAR BEDDING SEE THICKNESS REQUIREMENTS (THIS SHEET) CHANNEL # MIN. W (ft) MIN. D (ft) SIDE SLOPE A (H: V) SIDE SLOPE B (H: V) CH1 5.0 1.0 4:1 4:1 CH2 5.0 _ 2.0 4:1 4:1 CH3 5.0 1.65 4:1 4:1 DRAINAGE CHANNEL DETAIL N.T.S. H.T.S. FOR AND ON BEHALF OF JME DESIGN GROUP, LLC DBA CRESTONE CONSULTANTS, LLC THIS DRAWING HAS NOT BEEN PUBLISHED BUT RATHER HAS BEEN PREPARED BY ZAP ENGINEERING & CONSTRUCTION SERVICES, INC. FOR USE BY THE CLIENT NAMED IN THE TITLE BLOCK SOLELY IN RESPECT OF THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THE FACILITY NAMED IN THE TITLE BLOCK AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR FURNISHED TO ANY OTHER PARTY WITHOUT THE EXPRESS CONSENT OF ZAP ENGINEERING & CONSTRUCTION SERVICES, INC. REFERENCED DRAWINGS DRAWING NUMBER TITLE DRAWING REVISIONS REV 0 DESCRIPTION ISSUED FOR CONSTRUCTION BY LJM CHK JME APVD DWM DATE 04/03/17 IJI ?0.i SY7di:1 .,w., crr=m"dm corn ENGINE0.RINR & CONSTRUCTION SERVICES, Inc. Midstream" CROSSROADS FACILITY WELD COUNTY, FACILITY 36 DRAINAGE DETAILS JOB NO: 17010 DRAWING NO: D-03136-01-2010 PLOT SIZE: ANSI D SCALE: AS SHOWN REV: 0 6" CONC. SLAB — (NOT REINFORCED) '8 rI f: d INV ELEV: 4832.50 r, —CONC. HEADWALL & WINGWALLS 0' A 30• PLAN VIEW `OUTFALL PIPE 8" PVC (C-900, DR 18) HEADWALL/WINGWALLS — PROVIDE #4 AT 12" O.C. EACH WAY & DOWEL MIN. 18" INTO SLAB (TYP.) N.T.S. WATER QUALITY POND OUTLET DETAILS REMOVABLE TRASH - RACK SCREEN SEE DTL (THIS SHEET) TOP OF HEADWALL FI.EV: 4834.17 FINISHED GROUND SLOPED TO PIPE OUTLET FINISHED GROUND EIFV: 88.3'2-54 BOTTOM OF HEADWALL/ HANGWALL E: L. �+I�g•5 I_S ° SINV ELEV: 483°2.50 L__ 2.0' a 4.1 SUBGRADE PREP PER PROJECT GEOTECHNICAL REPORT (TYP) SECTION A -A 1.5' N.T.S. CONC. SLAB ELEV: 4832.55 6" CONC. SLAB SLOPED AT 1% TOWARD PIPE HEADWALL/WINGWALLS - PROVIDE #5 AT 12" O.C. EACH WAY & DOWEL MIN. 18" INTO SLAB AT 12" O.C. (TYP) TOP OF HEADWAI.I. ELEV. 4834-17 I SEE TRASH RACK DTL (This SHEET) INV ELEV: 4832.50 FINNS: IEO GROUND OUTFALL PIPE 8" PVC (C-900, DR 18) 5.0' SUBGRADE PREP PER PROJECT GEOTECHNICAL REPORT (TYP) BOTTOM OF HEADWALL/ WIN GWALL ELEV: 4829.50 SECTION B -B N.T.S. TOP VIEW REMOVABLE TRASH RACK SCREEN: STAINLESS STEEL #93 VEE (JOHNSON VEE WIRE TM STAINLESS STEEL SCREEN:, OR APP'VD EQUAL) SUPPORT RODS: TE 0.074"X0.50" AT 1" SPACING FRAME 3/8" X 2" (MIN.) PLATE 2"x" PLATE WELDED TO THE SIDE OF THE TRASH RACK, FRONT & BACK (TYP) FRONT VIEW (TRASH RACK EILIER SCREEN ASSEMBLY) *" PLATE SCREEN #93 VEE WIRE SIDE VIEW 2.1 x214xy4 STEEL SQUARE TUBE WELDED TO ANGLE, WITH ONE SIDE CUT OPEN TO ALLOW TRASH RACK TO SLIDE THROUGH (TYP) TOP VIEW 21¢x21<tx)'4 STEEL SQUARE TUBE WELDED TO ANGLE, WITH ONE SIDE CUT OPEN TO ALLOW TRASH RACK TO SLIDE THROUGH (TYP) L{TYP) 5/8" STAINLESS BOLT (TYP) N FRONT VIEW (REMOVABLE TRASH RACK CONNECTION TO HLAQ]ypD„), CONTRACTOR TO FIELD VERIFY REMOVABLE TRASH RACK DIMENSIONS PRIOR TO FABRICATION REMOVABLE TRASH RACK DETAIL N -T -S. 6" TOPSOIL MIRAFI 140N FILTER FABRIC 2' 8" WIDE x 3' DEEP x 26' LONG CONC. CUT-OFF WALL REINFORCE W/ #5 AT 12" O.C. EACH WAY TYP AV`` o. U. 0 IL 6' TYPE L BURIED RIPRAP D5o = 9" MIN. THICKNESS = 2 TIMES 050 2' 10' 6' EM. OVERFLOW ri 0 w •1• SECTION A -A 4 O. 8 O. S a 6" TOPSOIL TYPE L BURIED RIPRAP D50 = 9". MIN. THICKNESS = 2 TIMES D50. 6- GRANULAR BEDDING COMPACTED SUBGRADE (PREPARE PER PROJECT GEOTECHNICAL REPORT) WATER QUALITY POND OVERFLOW SPILLWAY SECTIONS 22' r MIRAFI 140N FILTER FABRIC 6" GRANULAR BEDDING 8" WIDE x 3' DEEP CUT—OFF WALL COMPACTED SUBGRADE (PREPARE PER PROJECT GEOTECHNICAL REPORT) SECTION B -B TOP OF POND EL. =1-838.00 SPILLWAY CREST X836.50 WATER QUALITY POND BENTOMAT GEOLINER & I 12" TOPSOIL - (OR APP'VD EQUAL) N.T.S- 37224. 1f le n: h.„�iSStS'S�5$ FOR AND ON BEHALF OF JME DESIGN GROUP, LLC DBA CRESTONE CONSULTANTS, LLC FOP B0NO UTILITY wra LIPO. U1IUIY NOTIFICATION CENTER OF COLORADO CALL 8199 Al 10.05 I IOU { 2) 811:4 N E LS DAYS DUCAL }Ll 110 THIS DRAWING HAS NOT BEEN PUBLISHED BUT RATHER HAS BEEN PREPARED BY ZAP ENGINEERING & CONSTRUCTION SERVICES, INC. FOR USE BY THE CLIENT REFERENCED DRAWINGS REV DRAWING REVISIONS AI VDr DWM DATE 01/03/17 •- CROSSROADS FACILITY WELD COUNTY, FACILITY 36 DRAINAGE DETAILS DRAWING NUMBER TITLE DESCRIPTION BY CI IN 0 ISSUED FOR CONSTRUCTION LJM JME F ''_ C" NAMED IN THE TITLE BLOCK SOLELY IN RESPECT OF- THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THE FACILITY NAMED IN THE TITLE BLOCK AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR FURNISHED TO ANY OTHER PARTY WITHOUT THE EXPRESS CONSENT OF ZAP ENGINEERING & CONSTRUCTION SERVICES, INC. - - v - • - LYE -Y� 10.1...31L1 •? [/ s1'�� ENGINEERING a CONSTRUCTION SERVICES, !NE � _ _ - - Midstream.. JOB NO: 17010 _ — — — DRAWING NO: D-03136-01-2011 REV: -- PLOT SIZE: ANSI D i SCALE: AS SHOWN IS 21 ri :7 :B T 0- M oR OF 2 0• SE L iD '-C • oe 0 12 14T13 7 14 13 2324 12 W.C.R. 46 i 13 C.R. 44 24 WATER QUALITY CONTROL FEATURE NO-BUILD/NO-STORAGE AREA E 12 ;; 7 13 H 18 8 0 - Z CROSSROADS FACILITY 100' COMMUNICATION TOWER W/100' FALL RADIUS (E) MICROWAVE SITE (BY OTHERS) U 'SELL 7 WOO 46 nh - _ USR i'OS2NOAr�titi 8 I ',WELL '-W GAS a s kARCELI a NI 1053-1B-3-UO-OOD CAPPED GAS WELL W/ 11,=•I 130.7 ACRES • 25' R SETBACK � '.•� MAIN ENTRBLE ANCEATTLE GUARD .11 �� W/ DOU •.WELL �-, AP# 17-00165 Ali GATE! I • - R 60' TYP +.'I15R &]UNDAR19 - \ ID GAS WELL a / W.C.R 44 (30' R O W.) 19 7 1 MILE RADIUS VICINITY MAP 7 8 18 ' 17 18 17 19 t20 7 8 17 7 0 / USE BY SPECIAL REVIEW - USR17-XXXX DCP OPERATING COMPANY, LP, CROSSROADS FACILITY I' THE SW a OF SECTION 18, TOWNSHIP 4 N, RANGE 64 W OF THE 6TH P.M. COUNTY OF WELD, STATE OF COLORADO N 600' 0 600 SCALE: 1 "=600'-0" - PARCEL # 1053-18-3-00-002 130 7 ACRES NOTE mi. 0.410;1.1 MANAGEMENT Of CHANGE - dip Midstream_ WELD COUNTY, COLORADO CROSSROADS FACILITY 1 -MILE RADIUS VICINITY MAP DRAFTED BY: RDB CHECKED BY: CAW DATE: 3/17/17 SCALE: AS NOTED A 4/3/17 ,PLR ISSUED FOR USR SUBMITTAL CAW APPROVAL BY: PDP DATE: NO DATE BY DESCRIPTION APP'D UWG NO. DCP—USR-002 ISSUE ISSUE A C ti N! 3 5 a 11 12 13 14 16 20 21 22 24 25 26 27 28 2'. 30 31 32 3 PROPOSED CULVERT & F E.S. c\ii (SEE PLANS FOR END TREATMENT TYPE & SIZE) SEE ENO -- TREATMENT DETAILS (THIS SHEET) RIPRAP EROSION PROTECTION (OR APPROVED EQUIVALENT) L (SEE PLAN) PLAN VIEW RIPRAP AT CULVERT END (Meld 332.) M L RIPRAP EROSION PROTECTION: SEE PLAN FOR SIZE DESIGNATION & RIPRAP GRADATION TABLE THIS SHEET MIN. THICKNESS = 1.5 TIMES (Moo) 100 YR W.S. = 4836.5 MIN. RIPRAP THICKNESS 12" _ 1.5 I'M D'ca (MEN.) .._. - - PROCESS AREA SECTION - (RE: PLAN & SITE SURFACING SECTIONS DTL) ;11i I"v _•tee'... i:.. -: 7 1L �r COMPACTED SUBGRADE (- (PREPARE PER PROJECT • GEOTECHNICAL REPORT) - BENTOMAT GEOLINER TO EXTEND TO MIN. ELEV = 4837.0 MIRAFI 140N GEOTEXTILE FABRIC (OR APP'VD EQUAL) RIPRAP RUNDOWN EROSION PROTECTION (SEE PLAN FOR LOCATIONS & SIZES) GRANULAR BEDDING SEE THICKNESS REQUIREMENTS (THIS SHEET) CONTINUE BENTOMAT GEOLINER UNDER RIPRAP & BEDDING (TYP) RIPRAP AT WATER QUALITY POND RUNDOWNS MIRAFI 140N GEOTEXTILE FABRIC (OR APP'VD EQUAL) 1 1 .11..- AT WATER QUALITY POND GRANULAR BEDDING SEE 1'•' ':".-;'->. -:�1 - CONTINUE BENTOMAT THICKNESS REQUIREMENTS � -_,_ ;::1 GEOLINER UNDER RIPRAP (THIS SHEET) . y�-: ..... -:Nam •.-.. . .1 & BEDDING (TIP) COMPACTED SUBGRADE SEE PLANS FOR LOCATIONS & SIZES OF (PREPARE PER PROJECT RIPRAP EROSION PROTECTION GEOTECHNICAL REPORT) RIPRAP SECTION RIPRAP EROSION) PROTECTION DETAIL S SMALLER THAN R 'RAP DESIGNACON WEN SIZE BY WEIGH YPE VL TYPE L rYPE M '0yo = MEAN ROCK SIZE 70 - 10O 50 - 70 i5 - 57 2 - 10 70 - 100 50- 70 35 - 50 2 -- 10 INTERMEDIATE ROCK DIMENSION (INC-ES) 70 - 100 50 - 70 35 -- 50 2 - 10 re 15 12 9 21 18 12 4 Doe' (INCHES) 6 70 - 100 50 - 70 35 - 50 2 10 30 24 18 6 9 12 18 Figure 8-34. Riprap and soil riprap placement and gradation (part 101 3) RIPRAP GRADATION TABLE URBAN DRAINAGE & FLOOD CONTROL DISTRICT S STANDARD SIC+E SIZE 3 INCHES 1)5 INCHES --- 41 INCHES N INCHES GRADATION FOR GRANULAR BEDDING PERCENT PASSING BY WEIGHT TYPE I COOT SECT. 703 01 TYPE II 050T SECT 703 09 CLASS A 90 - 100 - IOC 95 - 100 20 - #16 #55 #100 45 - 60 0 -20 1C- 30 . 10 . 2 #200 0- 2 &1PRAP RFQ)))J"f{Q 0 3 Figure 8-34. Rlprap and soli riprap placement and gradation (part 2 of.)) THICKNESS REQUIREMENTS FOR GRANULAR BEDDING P.IFRAP DESIGNATION MINIMUM BEDDING THICKNESS (INCHES) COARSE —GRAINED SOILS 2 FINE—GRAINED SOILS 1 TYPE I (LOWER LAYER) TYPE II (UPPER LAYER) TYPE II 5L(Cg,= 6IN) 4 4 6 L (O,a = 9 IN) M (Ds = 12 IN) 4 4 6 4 4 6 H (Dso = 18 IN) 4 6 8 VII (Os, = 24 IN) 4 6 — B NOTES: 1 MAY SUBSTITUTE ONE 12 —INCH LAYER OF TYPE II BEDDING. THE SUBSTITUTION OF UNE LAYER OF TYPE II BEDDING SHALL NOT BE PERMITTED AT DROP STRUCTURES, THE USE OF A COMBINATION OF FILTER FABRIC ANT TYPE II BEDDING AT DROP STRUCTURES IS ACCEPTABLE 2 DF7Y PERCENT OR MORE BY WEIGHT RETAINED ON THE 040 SIEVE. Figure 8-34. Rlprap and soil riprap placement and gradation (part 3 of 3) GRANULAR BEDDING GRADATION TABLE & THICKNESS REQUIREMENTS URBAN DRAINAGE & FLOOD CONTROL DISTRICT CONCRETE WINGWALL ANG LE =30. (TYP) CONCRETE CUTOFF WALL PIPE CONTROL POINT - 1-5 }2' MIN. -}-1.5' - OUTLET PIPE FINISHED GROUND PIPE l CONTROL POINT CONCRETE J CUTOFF WALL L. -__J CONCRETE HEADWALL/WNGWALL & CUTOFF WALL REINFORCING: #5 AT 12" O.C. EACH WAY (TYP) 1.67' 3' MIN. FINISHED GROUND 1.67' SEE DETAIL., THIS SKEET FOR ADDITit1RRL FY.D TREATMENT 3' MIN. OUTLET PIPE INV. PREPARED SUBGRADE PIPE BEDDING PIPE CONTROL POINT CONCRETE CUTOFF WALL ISOMETRIC VIEW SECTION A -A SECTION B -B HEADWALL/WINGWALL END TREATMENT (DOWNSTREAM END OF POND OUTFALL PIPE) SMALLER ROCKS TO BE HAND PLACED AND GROUTED IN PLACE. • HAND PLACER RIPRAP,-- SEE TABLE: FpR -wiNG: ti ISOMETRIC CONCRETE CUTOFF WALL REINFORCING: #5 AT 12" O.C. EACH WAY (TYP) i,AR D END S�C•il Ka. IN TOFFT WALL FES CONTROL POINT VIEW NOTES: HAND PLACED RIPRAP, MIN D WOE AT SIDES OF FES. OUTLET PIPE FLARED END SECTION SMALLER ROCKS TO BE HAND PLACED AND GROUTED IN PLACE. 52" FES CONTROL POINT SEE PLAN FOR DEPTH, 3' MIN. CONCRETE CUTOFF WALL SECTION A -A FINISHED GROUND SMALLER ROCKS TO BE HAND PLACED AND GROUTED IN PLACE. HAND PLACED RIPRAP, SEE TABLE FOR SIZING. 8" SEE DETAIL.: 12• THIS SHEET RA UOD111CNAi END TREATT,IENT 3' MIN. TRANSITION • 1 SLOPE `FLARED END ' SECTION PREPARED SUBGRADE PIPE BEDDING FES CONTROL POINT CONCRETE CUTOFF WALL SECTION B -B 1. REINFORCED CONCRETE PIPE SHALL MEET CDOT STANDARDS (RE: CDOT STANDARD PLAN NO. M-603-2, REINFORCED CONCRETE PIPE, 1 SHEET) 2. CONCRETE FLARED END SECTIONS (F.E.S.) SHALL MEET CDOT STANDARDS (RE: CDOT STANDARD PLAN NO. M-603-10, CONCRETE AND METAL END SECTION, 2 SHEETS) FLARED END SECTION END TREATMENT END TREATMENT DETAIL N.T.S. D41 MAXGHT AYLI/ �. r TTT 2.0' MIN. (SEE PLAN) COMPACTED SUBGRADE� (PREPARE PER THE PROJECT GEOTECHNICAL REPORT) DRAINAGE CHANNEL SHALL BE LINED W/ EITHER A MIN. 4"=1.5" MINUS GRAVEL, RIPRAP EROSION PROTECTION, OR NATIVE SEED. SEE PLANS FOR CHANNEL LOCATIONS & SURFACING/STABILIZATION REQUIREMENTS DAYIJGHTING IN 'FILL' SITUATION .S)4, 94,504 CHANNEL CONTROL POINT DAYLIGHT 4:1 MAX DAYLIGHTING IN -cur SITUATION 2.0 TIMES RIPRAP II'IICKNESS CHANNEL DESIGN TABLE MIN. RIPRAP THICKNESS 1.5 TIMES 0100 MIRAFI 140N GEOTEXTILE FABRIC (OR APP'VD EQUAL) SIDE SLOPE RIPRAP EROSION PROTECTION CONDITION GRANULAR BEDDING SEE THICKNESS REQUIREMENTS (THIS SHEET) CHANNEL # MIN. W (ft) MIN. D (ft) SIDE SLOPE A (H: V) SIDE SLOPE B (H: V) CH1 5.0 1.0 4:1 4:1 CH2 5.0 _ 2.0 4:1 4:1 CH3 5.0 1.65 4:1 4:1 DRAINAGE CHANNEL DETAIL N.T.S. H.T.S. FOR AND ON BEHALF OF JME DESIGN GROUP, LLC DBA CRESTONE CONSULTANTS, LLC THIS DRAWING HAS NOT BEEN PUBLISHED BUT RATHER HAS BEEN PREPARED BY ZAP ENGINEERING & CONSTRUCTION SERVICES, INC. FOR USE BY THE CLIENT NAMED IN THE TITLE BLOCK SOLELY IN RESPECT OF THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THE FACILITY NAMED IN THE TITLE BLOCK AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR FURNISHED TO ANY OTHER PARTY WITHOUT THE EXPRESS CONSENT OF ZAP ENGINEERING & CONSTRUCTION SERVICES, INC. REFERENCED DRAWINGS DRAWING NUMBER TITLE DRAWING REVISIONS REV 0 DESCRIPTION ISSUED FOR CONSTRUCTION BY LJM CHK JME APVD DWM DATE 04/03/17 IJI ?0.i SY7di:1 .,w., crr=m"dm corn ENGINE0.RINR & CONSTRUCTION SERVICES, Inc. Midstream" CROSSROADS FACILITY WELD COUNTY, FACILITY 36 DRAINAGE DETAILS JOB NO: 17010 DRAWING NO: D-03136-01-2010 PLOT SIZE: ANSI D SCALE: AS SHOWN REV: 0 lb l .; 23 1.1 27 30 2.2 31 37 rr V U T• A- U 10 a U ac 06 0 40' 0 40' SCALE: 1"=40'-0" 12fi! _ I I I 15 eEOUIPMENT PLAN I I 1 1 112.' 133.: 1 fez • LL.: i4*i • •..: .48- Y• EQUIPMENT LIST ITEM I TAG NO DESCRIPTION NO 1 AC -0151 Z AC -0152 AC -U L53 4 AC -6154 5 f AC-U1JJ LV:-1' ,+z":r -1•R I 6 [ AC -0156 EVAPORATIVE AIR COOLER / 5-0)03 I;T "I::� I'il,' iraLyPCF' b V-0104 P;':: 9 r V-0165 - ---- 10 1—V I' I C-1460 -12-1 —ci14b5 :.: Ai`S _.�,= •'•1'S . 13 I 1-0/9b :GLYCOL COW 5..1i..S GAS COOLER III:' R ITEM NO FUTURE EQPT LIST TAG DESCRIPTION NO GAS COOLER GAS COOLER EVAPORATIVE AIR COOLER_." TOT 51A00 SUCTION SCRI IBBFR 2ND STAGE SUCIION SCRI IBFFR COMPRESSOR 15 = •_. TB its .11_,111. C/•S, 1II_TEf-: I_ {:i"F.SCEF I PDC BLDG ':r"::'ilt') Iy M-3 1••/11,,1• I:I:;_!ISi:•3._E MCI ER 20 .... SK -0'231 I. ::P': f-!.::r.IL• I'?•' 1:1' 21 -CL-1400 •._..!!Ery•r---rte F,:I? r_ - :.f;,r1 22 : SL -1465 SILENCER FOR C-1465 2.3 I V-iifUI. 11;.13 11:.1.11': C "•r? 24' V-U4U1 1.1L:t•'.`/•fir" ''i'-asN,;L - A51 • 25 iK-1202•. TEG STORA:J: TAR 20 P -12b2 ...--.. ..'RI' 2/ • 11.1(12 28 iK-04/I :L;fli it Li 70,11.11 '•Iii' L9 FL-USU1 ....." .. .. .':rMlL ly,I'rI• 3U 24•' INLET RECEIVER GLYCOL CONIACIOR IEG ULYCUL GAJ ES(`NANDER IFEED FILTER i VAPOR RECOVERY IINIT SILENCER FOR 'COMPRESSOR CONDENS_ATE ST_OKALE TANK - PRODUCED WATER BTEX 'SUMP __ TANK CUBE OIL COOLER SEAL GAS FILTERS - 31._._ M-4 IUEL GAS METER SKID 32 SK-U/DU I. vL [•I 33 I TK-047'2 f:1:11.155' .34 = 35 N-0461 35 37 COMPRESSOR BUILDING W/ 15 -TON BRIDGE CRANE 38 SK -1001 INS RUMEN! AIR PACKAGE (CDOH) Jy SK -US ID I 1.:)k40 ' iK-0771 PRODUCED WATER BIER SOME I_ TANK 4. - MAINTENANCE BUILDING 42 1 IK:1201 IMETHANOL .:1•':iR:v..;E TANK 43 I H-1361 I'I �....... ,W.1r 44 AC -1460 ::;I:1 .II! i�•: •. f' I r 45 A�-14b. • ,:•I•F • ..III ..'�: •I Fr 46 4/ 48 49 50 $1 52 120" INLET RECEIVER TRANSFORMERS 20" INLET RECEIVER i51 • 11:. i •::.?:J!.0!.r.a. •: 1K-126 USED EVAPORATIVE COOLER WATER SUMP IF,. I.I . ,? N I•:: I. • _ • I 5b H-11101 1:. CI 5 5/ DRY OUT CONTAINMENT X 5b • HVAC UNIT 59 1-0112 6MK-04 K-04 / 3 bl P -04b3 62 63 — 64 • 65 DISCHARGE COALESCING FILTER SKID OPEN DRAIN SUMP PUMP CYSTEM 0'1'4 I (:TF F:. ..- 8" INLET RECEIVER 12 OUTLET LAUNCHER 12" OUTLET LAUNCHER POND COMPRESSOR INLET ,AIR FII TFR HIEX SUMP HUMP 'PDC BUILDING NOTE: NIMLWArI(DOVM- MANAGEMENT OFCHANGE dC1=1 Midstream. WELD COUNTY, COLORADO CROSSROADS FACILITY PRELIM SITE PLAN WITH EQUIP LIST DRAFTED BY: RDB DATE: 10/31/10 APPROVAL BY: PDP CHECKED BY: CAW SCALE: AS NOTED A 4/3/17 JLR ISSUED FOR LIST SUBMITTAL CAW S IT -0 F' _1 •H ll a 9 13 16 20 NO DATE BY APP'D 24 25 ISSUE 26 27 DWG NO DCP-EQP-003 28 30 31 32 ISSUE A 22 1, 7' 25 I 26 33 • W N• K H CK S 0 S F ,C oe A R 150'' I ' (E) GAS ��USr,8OyN0ARY 1;., II°.I Id J A J P. 15C. (E) GAS t WELL PARCEL >!I II 1053-18-3-00-0021 130 7 ACRES + t. l .(E) GAS \'WDEL i '1 r I WATER QUALITY ® _-- CONTROL FEATURE NO-BUILD/NO-STORAGE AREA f L ., M I ` GATE J'. • • CONTACTS WELD COUNTY PLANNING DEPT: KIM OGLE , 970-353-6100 OWNER/OPERATOR: PAUL D PARK, DCP OPERATING COMPANY, LP, 970-539-1908 SITE ADDRESS 24305 WCR 44 LASALLE, CO 80645 PARCEL # 1053-18-3-00-002 130 7 ACRES N 300- 300 SCALE: 1"=300'-0" USE BY SPECIAL REVIEW - USR17-XXXX DCP OPERATING COMPANY, LP, CROSSROADS FACILITY THE SW a OF SECTION 18, TOWNSHIP 4 N, RANGE 64 W OF THE 6TH P.M. COUNTY OF WELD, STATE OF COLORADO W.C.R. 46 aw I i. N'. • CROSSROADS "I FACILITY � I ' I 100' COMMUNICATION TOWER + W/100' FALL RADIUS I L15.6 P 11v Ri �' Is ItIL CAPPED GAS WELLII W/25' R SETBACK ';., R 150' - [E} Gas ' _WELD. • r MAIN ENTRANCE W/ DOUBLE CATTLE GUARD AP#17-00165 W.C.R. 44 (80' R. O. W.) R 60' T'P. VICINITY MAP 1" = 300' WHEN PLOTTED ® 22"x34" (E) = EXISTING (N) = NEW DRAWING INDEX DCP-USR-T-1 - TITLE SHEET DCP-USR-002 - 1 -MILE RADIUS VICINITY MAP DCP-EOP-003 - PRELIM SITE PLAN WITH EQUIP LIST DCP-LIT-004 - LIGHTING PLAN DCP-ELEV-005 - SITE ELEVATIONS PROPERTY OWNER'S CERTIFICATION THE UNDERSIGNED MAJOR PROPERTY OWNER(S) DO HEREBY AGREE TO THE MINOR AMENDMENT OF THE SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW STANDARDS AS DESCRIBED HEREON THIS DAY OF 20 SIGNATURE PAUL D PARK PLANNING COMMISSION CERTIFICATION THIS IS TO CERTIFY THAT THE WELD COUNTY PLANNING COMMISSION HAS CERTIFIED AND DOES HEREBY RECOMMEND TO THE BOARD OF COUNTY COMMISSIONERS, WELD COUNTY COLORADO, FOR ITS CONFIRMATION, APPROVAL AND ADOPTION THIS SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW AS SHOWN AND DESCRIBED THEREON THIS DAY OF 20 CHAIR, WELD COUNTY PLANNING COMMISSION BOARD OF COUNTY COMMISSIONERS CERTIFICATION THIS IS TO CERTIFY THAT THE BOARD OF COUNTY COMMISSIONERS, WELD COUNTY, COLORADO, DOES HEREBY CONFIRM AND ADOPT THIS SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW AND DEVELOPMENT STANDARDS AS SHOWN AND DESCRIBED HEREON THIS DAY OF 20 CHAIR, BOARD OF COUNTY COMMISSIONERS ATTEST: WELD COUNTY CLERK TO THE BOARD BY: DEPUTY CLERK TO THE BOARD LEGAL DESCRIPTION: STATE OF COLORADO DATED: PARCEL 1: THE SW1/4 OF SECTION 18, TOWNSHIP 4 NORTH, RANGE 64 WEST OF THE 6TH P M, COUNTY OF WELD, STATE OF COLORADO EXCEPTING THEREFROM A TRACT OF LAND CONVEYED TO AMERICAN TELEPHONE AND TELEGRAPH COMPANY BY DEED RECORDED AUGUST 29, 1955 IN BOOK 1430 AT PAGE 253, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THE LOT OR PARCEL HEREIN CONVEYED, A POINT ON THE SOUTH BOUNDARY OF SAID SECTION 18 DISTANT NORTH 88'53'EAST 1040 0 FEET FROM THE SOUTHWEST CORNER OF SAID SECTION 18, TOWNSHIP 4 NORTH, RANGE 64 WEST, THENCE NORTH 01'07'WEST 238 7 FEET TO AN IRON PIPE MARKING THE NORTHWEST CORNER; THENCE NORTH 88'53'EAST 208 7 FEET TO AN IRON PIPE MARKING THE NORTHEAST CORNER; THENCE SOUTH 01'07'EAST 238 7 FEET TO THE SOUTH BOUNDARY OF SAID SECTION 18; THENCE SOUTH 88'53'EAST 2087 FEET TO THE PLACE OF BEGINNING ALSO EXCEPTING THEREFROM A TRACT OF LAND CONVEYED TO ALBERT D FRY AND PEARL L FRY BY DEED RECORDED DECEMBER 7, 1987 IN BOOK 1179 AS RECEPTION NO 2123852, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: A PART OF THE SW1/4 OF SECTION 18, TOWNSHIP 4 NORTH, RANGE 64 WEST OF THE 6TH P M , COUNTY OF WELD, STATE OF COLORADO, LYING AND BEING NORTH OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 18 AND CONSIDERING THE NORTH LINE OF SAID SECTION 18 AS BEARING NORTH 88'28'07"EAST, AND WITH ALL OTHER BEARINGS CONTAINED HEREIN RELATIVE AS THERETO: THENCE NORTH 88'28'07"EAST, 240216 FEET ALONG THE NORTH LINE OF SAID SECTION 18 TO THE NORTH QUARTER CORNER OF SAID SECTION 18; THENCE SOUTH 00'33'25'EAST, 2912 94 FEET ALONG THE EAST LINE OF THE W1/2 OF SAID SECTION 18 TO THE TRUE POINT OF BEGINNING OF SAID LINE; THENCE NORTH 84' 36'59'WEST, 242023 FEET ALONG FENCE LINE (AGREED TO AS PROPERTY LINE PER AFFIDAVIT FILED OCTOBER 19, 1984 IN BOOK 1046, RECEPTION NO 1985675) TO THE POINT OF TERMINUS OF SAID LINE ALSO EXCEPTING THEREFROM THAT PORTION CONVEYED TO THE COUNTY OF WELD, A BODY CORPORATE AND POLITIC OF THE STATE OF COLORADO, THROUGH ITS BOARD OF COUNTY COMMISSIONERS CONTAINED IN DEED OF DEED OF DEDICATION FOR ROAD RIGHT-OF-WAY RECORDED SEPTEMBER 15, 2014 AT RECEPTION NUMBER 4045986, WELD COUNTY RECORDS PARCEL 2: A PART OF THE NW1/4 OF SECTION 18, TOWNSHIP 4 NORTH, RANGE 64 WEST OF THE 6TH P M, COUNTY OF WELD, STATE OF COLORADO, LYING AND BEING SOUTH OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 18 AND CONSIDERING THE NORTH LINE OF SAID SECTION 18 AS BEARING NORTH 88'2807'EAST, AND WITH ALL OTHER BEARINGS CONTAINED HEREIN RELATIVE AS THERETO: THENCE NORTH 88'28'07"EAST, 240216 FEET ALONG THE NORTH LINE OF SAID SECTION 18 TO THE NORTH QUARTER CORNER OF SAID SECTION 18; THENCE SOUTH 00'33'25"EAST, 2912 94 FEET ALONG THE EAST LINE OF THE W1/2 OF SAID SECTION 18 TO THE TRUE POINT OF BEGINNING OF SAID LINE; THENCE NORTH 84' 36'59"WEST, 2420 23 FEET ALONG FENCE LINE (AGREED TO AS PROPERTY LINE PER AFFIDAVIT FILED OCTOBER 19, 1984 IN BOOK 1046, RECEPTION NO 1985675) TO THE POINT OF TERMINUS OF SAID LINE COUNTY OF WELD, STATE OF COLORADO NOTE NDIALWALKMAN - NRNArEYUNI C-{ W1,'.1 dCp Midstream_ WELD COUNTY, COLORADO CROSSROADS FACILITY TITLE SHEET DRAFTED BY: RDB DATE: 12/14/16 APPROVAL BY: PDP CHECKED BY: CAW SCALE: AS NOTED DATE: A , 4/3/17 JLR ISSUED FOR USR SUBMITTAL CAW NO DATE BY DESCRIPTON APP'D ISSUE DWG NO DCP-USR-T-1 ISSUE A -U G .1 fl 4 6 9 12 13 14 18 20 21 22 '23 24 25 27 Dl 24 31 lu 22 75 ip •1 33 Y! 11- S 0 0 5t K• S / L ELEVATION LOOKING EAST { SCALE:1"=30' SCALE: - 7.. DI IEP '.-• 2, SCALE:1'=:11 1.. \ 6' CHAINLINK FENCE W/3 —STRAND BARBED WIRE (TYP) DITCH MAINT BLDG "..I�111�fI 100' DCP COMMUNICATIONS TOWER COMPRESSOR BLDG & 1 • 45' TALL EXHAUST STACKS I Ili I IITIIITIuT[,Illll I B I if Ilj �jjjl .j,I s)J��j�)1 . �I[IIII➢�I�f PIPE RACK•••--•• — -- ,I 9 —` 'f• 1SflNIIIrI )Ur�flr]JlliUllll....-r..1,- - II 0 l • :.-- 6' CHAINLINK FENCE W/3 —STRAND BARBED WIRE (TYP) 100' DCP COMMUNICATIONS TOWER WATER QUALITY CONTROL FEATURE TOWER STEEL WILL BE UNPAINTED, GALVANIZED STEEL (WITH A DULL, NON —REFLECTIVE FINISH) Illj I1 I' I1 -_ _ CONDENSATE STORAGE TANK �! 100' DCP COMMUNICATIONS TOWER COMPRESSOR BLDG & . 45 TALL EXHAUST 1 Jfliillllltun IN . 1111 1 T FOREGROUND PIPE RACKS PIPE � •54 ''iulSa�x8caooc 4', _ + .. . i COMPRESSOR BLDG & 45' TALL EXHAUST STACKS COOLERS [l![1lllli€ 11 illl]!]I lIII IUI]Illlllll II iIll[liilf illlll!]I{IIIJ! [11�1[Ia�II. TOWER STEEL WILL BE UNPAINTED, GALVANIZED STEEL (WITH A DULL, NON —REFLECTIVE FINISH) 1GO' DCP COMMUNICATIONS TOWER COMPRESSOR BLDG & 45' TALL EXHAUST STACKS j1 ..n, 1111111 IIII Ili[ Ili11 f 6' CHAINLINK FENCE W/3 -STRAND BARBED WIRE (TYP) 6' CHAINLINK FENCE W/3 -STRAND BARBED WIRE (TYP) - WATER QUALITY CONTROL FEATURE DITCH g '.1:•; r, I BLDG DITCH NOTE INITIALWALKDOWN - MANAGEMENTOFCHANGE- Midstream.. WELD COUNTY, COLORADO CROSSROADS FACILITY SITE ELEVATIONS DRAFTED BY: RDB CHECKED BY: CAW DA IL: 3/22/17 SCALE: AS NOTED A 4/317 AR ISSUED FOR USR SUBMITTAL CAW APPROVAL BY: PDP DATE: NO DATE BY DESCRIP110N APP'D DWG NO DCP_ELEV_005 ISSUE ISSUE A 11 -0 10 11 13 14 16 16 19 20 21 22 24 25 26 27 26 29 32 33 ✓• 3 _ 17 15 22 21 4 I 40' 0 40' SCALE: 1"=40'-0" 11. EIEQUIPMENT PLAN I( -i1J ►fl L_1 O 0 O of of _ n.,.... ii [11 I O 0 ,. II P- li I� LIGHTING LEGEND: 100 WATT, 240 ! I HALIDE LIGHT Fl:s-O. )I r' 200 WATT, 480 I,; LIGHT FIXTURE 3,1 •: fl: ►}L 200 WATT, 480 ',[••' LIGHT FIXTURE ()ITN I LAMP ALL FIXTURES SHALL BE AT 45' BELOW HORIZONTAL OUTSIDE THE PROPERTY BUILDING MOUNTED METAL HIGH PRESSURE SODIUM ED ON 30 FT POLES HIGH PRESSURE SODIUM ED ON 30 FT POLES, 2 SHIELDED AND MOUNTED TO MINIMIZE GLARE NOTE: VIRAL NMIUDONN - MANAGEMENTOFCHANGE- a=P Midstream_ WELD COUNTY, COLORADO CROSSROADS FACILITY LIGHTING PLAN A 4/3/17 JLR ISSUED FOR USR SUBMITTAL DRAFTED BY: DDB CHECKED BY: CAW DATE: 3/22/17 SCALE: AS NOTED CAW APPROVAL BY: PDP DATE: -0 D NO DATE BY DESCRIPTION IS SUE APPD DWG NO. DCP-LIT-004 ISSUE A 10 12 13 15 18 19 20 22 _3 24 25 26 27 20 29 31 32 A 33 ? 3 14 '5 27 PLOT DATE: !129 O. ] L(CT'.4.1. •.!••• 05N l T . • C.R 51 W.C.R r,m ---+: N 4 � L - 04N 66W r r. • '85? 04N 65W w ; I tiI ; Li r.r— -\ / 1.0)i ER LATHAM • \_ x: 1 J ,••17/./ -. NO U k.�r, W.C.R 54 05N 64W• y V N 4 / 05N .63W; 1/9- 1 (.14 4.- - O4N 64W i•IECK 4tr... TT µ. 03N 66W CROSSROADS FACILITY \. 03N 65W 10 MILE RADIUS VICINITY MAP MIL -OA' /C L:5'ER VOIR i C • l � \. I �. s z NO i u Ci C 04N 63W 11 (119' W.C.R 15 W.C.R 34 03N 64W 1rr'.rr ?0 _ IS'. C R. 26 03N 63W USE BY SPECIAL REVIEW - USR17-XXXX DCP OPERATING COMPANY, LP, CROSSROADS FACILITY THE SW a OF SECTION 18, TOWNSHIP 4 N, RANGE 64 W OF THE 6TH P.M. COUNTY OF WELD, STATE OF COLORADO LEGEND: Tr='i, - EXISTING TOWER LOCATION (EC`':I11 N t 4800' 0 4800' SCALE: 1"=4800'-0" WHEN PLOTTED ® 22"x34" - PARCEL E 1053-18-3-00-002 130.7 ACRES NOTE'. INITIAL WALKCO NJ - WOIAGEBENTOFCHANGE- d 11=1 P Midstream WELD COUNTY, COLORADO CROSSROADS FACILITY 10 MILE RADIUS VICINITY MAP 3/24/17 3/22/15 JLR ISSUED FOR RENEW CA DRAFTED BY: RDB DATE: 3/22/17 APPROVAL BY: POP CHECKED BY: CAW SCALE: AS NOTED DATE: A JLR INITIAL ISSUE FOR RENE CAW '.1 NO DATE BY DESCRIPTION A ISSUE DWG NO. DCP-MAP-001 ISSUE s A 31 32 33 12 4 15 7 1a 19 20 21 2] 24 25 26 27 28 29 30 N: 15+48'-4" E: 9+61'-0" N: 14+02'-4" E: 9+51'-4" E: 9+59'-4" N: 9+90'-0" - E: 9+58'-4" 71 Li ( N: 15+48'-4" E: 12+20'-5" f WATER QUALITY POND NO BUILD/STORAGE AREA 'N: 14+53'-9" E: 15+42'-0" - iri x x x x - I I I : e : I I I I I I Ciu- 00 ss L 0 0 I 0 0 0 -® I I II O l) x `- PERSONNEL GATE EQUIPPED W/ PANIC BAR (TYP. 14 PLACES) Y - x-- xU N: 9+90'-0" `-- E: 14+50'-9" TERMINATE FENCE AT BUILDING 0 0 xpx N: 9+90'-0" E: 14+91'-3" TERMINATE FENCE AT BUILDING N: 9+90'-0" E: 16+99'-0" N: 14+53'-9" I E: 16+89'-0" N: 11+04'-0" E: 16+89'-9" N: 10+64'-0" E: 17+29'-0" x x •-x - _% N: 9+34'-0" -- \E„:, 17+94'-1Q1¢" N: 9+34'-0" E: 17+55-0" -1 N: 10+64'-0" E: 18+34'-11" N: 9+34'-0" E: 18+24'-11W" N: 9+34'-0" E: 18+34'-11" CANTILEVER GATE SEE SHEET 0-03136-01-0004 FOR DETAILS FENCING PLAN 40 I7 70 30 90 SCALE: 1"=40'-0" THIS DRAWING HAS NOT BEEN PUBLISHED BUT RATHER HAS BEEN PREPARED BY ZAP ENGINEERING & CONSTRUCTION SERVICES, INC. FOR USE BY THE CLIENT NAMED IN THE TITLE BLOCK SOLELY IN RESPECT OF THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THE FACILITY NAMED IN THE TITLE BLOCK AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR FURNISHED TO ANY OTHER PARTY WITHOUT THE EXPRESS CONSENT OF ZAP ENGINEERING & CONSTRUCTION SERVICES, INC REFERENCED DRAWINGS DRAWING NUMBER TITLE D-03136-01-0004 FENCING DETAILS DRAWING REVISIONS REV DESCRIPTION 0 ISSUED FOR CONSTRUCTION BY CHK WBH KNG AT'VD DATE DWM 04/03/17 VAT ENGINE. ERIN 3 h CONSTRUCTION SERVICES, INC. IdEp Midstream,. CROSSROADS FACILITY WELD COUNTY, FACILITY 36 FENCING PLAN JOB NO:17010 DRAWING NO: D-03136-01-0003 PLOT SIZE: ANSI D [CALE: AS NOTED REV: 0 POST TOP DETAIL SCALE: N.T.S. ARM SHALL SUPPORT 450 LBS TEST LOAD - BARBED WIRE --" x H" SLOTS POST PORTION OF HINGE -- 11¢" I D. FOR TOP RAIL POST to ISOMETRIC VIEW RAIL CORNER SCALE: N.T.S. BRACE RAIL TENSION WIRE • 12"0 CONCRETE POST BASE 1 GATE HINGE DETAIL SCALE: N T.S ' BARBED WIRE 1N"I.D. x .17 GA GALV. TUBE TENSION BANDS G 14" O.C. TENSION BAR TERMINAL POST TRUSS RAIL THRU-BOLT, TYP. GATE PORTION OF HINGE RAIL SPLCE DETAIL SCALE: N.T.S POST TOP TOP RAIL UNE POST 11 GA. WIRE FASTENERS NOTE: PROVIDE PANIC BAR AT ALL PERSONNEL GATES. ELEVATION VIEW PERSONNEL GATE RAIL SPUCE 0 EACH MILL CUT, TYP. 17-3 10.-0" SCALE: N.T.S. TENSION BAND DETAIL SCALE: N.T S. - TENSION BAR SECURITY FENCE NOTES 1. FABRIC SHALL BE 9 GAUGE 2 INCH MESH GALVANIZED WIRE CHAIN LINK FENCING WITH TWISTING AND BARBS ON BOTH SALVAGES TENSILE STRENGTH OF FABRIC SHALL BE 80,000 PSI 2 BARBED WIRE SHALL CONSIST OF TWO 12)c GAUGE STRANDED LINES WIRES WITH A GALVANIZED COATING OF AT LEAST 0 30 OUNCES PER SQUARE FOOT OF WIRE SURFACE AND 14 GAUGE GALVANIZED BARBS IN A 4 POINT PATTERN ON 5 INCH CENTERS. 3 BOTTOM TENSION WIRE SHALL BE A MINIMUM OF 7 GAUGE STEEL WITH A GALVANIZED COATING OF AT LEAST 0 40 OUNCES PER SQUARE FOOT OF WIRE SURFACE TENSION WIRE IS TO BE ATTACHED TO THE FABRIC USING 11 GAUGE GALVANIZED TIE RINGS AT 2'-0" INTERVALS. 4. TOP RAIL SHALL PASS THROUGH INTERMEDIATE POST TOPS AND FORM A CONTINUOUS BRACE WITHIN EACH STRETCH OF FENCE AND BE SECURELY FASTENED TO TERMINAL POSTS 5 POST BRACES SHALL BE PROVIDED FOR EACH GATE, CORNER, PULL AND TERMINAL POSTS BRACE SHALL BE OF THE SAME MATERIAL AS THE TOP RAIL AND TRUSSED TO LINE POSTS WITH %"0 RODS AND ADJUSTABLE TIGHTENERS 6 FABRIC SHALL BE CONNECTED TO LINE POSTS WITH 6 GAUGE WIRE CUPS EVERY 14"; TO TOP RAIL WITH 9 GAUGE BORES EVERY 24"; TO TERMINAL CORNER AND GATE POSTS BY INTEGRALLY WEAVING INTO THE POST OR BY USING Y," x Y" TENSION BARS TIED TO THE POST EVERY 14" WITH TENSION BANDS AND %e"0 BOLTS AND NUTS; TO TENSION WIRE WITH 11 GAUGE TIE RINGS EVERY 24" 7 POST TOPS SHALL FIT OVER THE OUTSIDE AND EXCLUDE MOISTURE FROM TUBULAR POSTS. UNE POSTS TOPS SHALL BE COMBINATION TOPS AND BARBED WIRE SUPPORTING ARMS ORNAMENTAL TOPS SHALL BE USED ON TERMINAL CORNER AND GATE POSTS 8. GATE FRAMES SHALL BE 1 90" O.D. PIPE CONNECTED WITH FITTINGS AND RIVETED AT EACH CORNER. EACH FRAME SHALL HAVE HG" ADJUSTABLE TRUSS RODS GATES SHALL HAVE POSITIVE TYPE LATCHING DEVICES WITH PROVISIONS FOR PADLOCKING MAN GATES SHALL BE PROVIDED WITH PANIC HARDWARE. A SUBSTANTIAL GUARD OR SHIELD SHALL BE PROVIDED TO PREVENT OPERATION OF THE PANIC HARDWARE FROM OUTSIDE THE FENCE 9. POSTS, GATE FRAMES, BRACES, RAILS, STRETCHER BARS AND TRUSS RODS SHALL BE MADE OF STEEL. REINFORCING WIRES SHALL BE OF HIGH CARBON STEEL GATE HINGES, POST CAPS, BARBED WIRE SUPPORTING ARMS, STRETCHER BAR BANDS AND OTHER PARTS SHALL BE OF STEEL, MALLEABLE IRON, DUCTILE IRON OR EQUAL EXCEPT THAT TIE CLIPS MAY BE OF ALUMINUM. ALL STEEL AND IRON SHALL BE ZINC COATED AFTER FABRICATION WITH A ZINC COATING OF 2.0 OUNCES PER SQUARE FOOT OF SURFACE AREA. 10. LINE POSTS SHALL BE EVENLY SPACED 10'-0" OR LESS APART. 11. CANTILEVER GATE SHALL BE EQUIPPED WITH: - GATE OPERATOR (LIFTMASTER SL595103U-HTR460, OR APPROVED EQUAL) - ENTRY KEYPAD (LMRRU, OR APPROVED EQUAL) - EXIT MAGNETIC LOOP (LOOPDETLM & RL4440, OR APPROVED EQUAL). FENCING INSTALLER SHALL SUPPLY FOUNDATIONS AND POSTS AS NEED TO COMPLETE INSTALLATION PER MANUFACTURER RECOMMENDATIONS LIE SC FUP!!DN TERMINAL POSTS LINE POSTS TOP & BRACE RAILS GATE FRAMING GATE POSTS GATE WIDTH UNDER 6'-0" GATE WIDTH 6'-0" TO 13'-0" GATE WIDTH 13'-0" TO 15'-0" MEMBER DIAMETER 236" 2%" 1.66" 1 90" 3" VA" 4" 6%%" 30'-0" OPENING CANTILEVER GATE SEE NOTE 11 ELEVATION VIEW CANTILEVER GATE DETAIL SCALE: N.T.S. THIS DRAWING HAS NOT BEEN PUBLISHED BUT RATHER HAS BEEN PREPARED BY ZAP ENGINEERING & CONSTRUCTION SERVICES, INC. FOR USE BY THE CLIENT NAMED IN THE TITLE BLOCK SOLELY IN RESPECT OF THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THE FACILITY NAMED IN THE TITLE BLOCK AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR FURNISHED TO ANY OTHER PARTY WITHOUT THE EXPRESS CONSENT OF ZAP ENGINEERING & CONSTRUCTION SERVICES, INC. REFERENCED DRAWINGS DRAWING REVISIONS li �rlf. t gL1� �� • �� p,.+�tt 4,,n O' { : I 47107 ��j�' `� A' `ti,S4 . . ',�`:-.:,-a'' P CROSSROADS FACILITY WELD COUNTY, FACILITY 36 FENCING DETAILS DRAWING NUMBER - TITLE REV DESCRIPTION BY CHK AI VI) DATE 04/03/17A0 D-03136-01-0003 FENCING PLAN 0 ISSUED FOR CONSTRUCTION WBH KNG OWM % : T` ENGINEERING & CONSTRUC'11611 SERVICES, INC - • - _ _ �T Mid --stream. JOB NO: 17010 REV: O - _ _ _ -- -- - - - DRAWING NO: D-03136-01-0004 PLOT SIZE: ANSI D SCALE: AS NOTED Hello