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Home My WebLink About20241074.tiffRoliTHI LE r a US' >12 INCH HIGH PRESSU U qtr USR11 ' 1 17 NATURAL ON 1� j sUP-139r:. USR1S:0056 12 INCH HIGH PRESSURE NAT G S p U R;1- 024 NON -1041 MAJOR FAC. >10" PI E SR18-12-0014 4- INC F.AT 13 ,P I �`� _•'� 6-.Rf - - flUSR12-LXQ'Bs MIE ROW a 'T UTILITY 115 FM IliEKE + � MuSR'1'6-1B-000 MJUS 18-12 119 > INCH HIGH PRESSOR '~NAT GASMINER .L ESOU LEWIN FAC, USR 10 ERDAL I L R E -C r FA I r --r c n USR 24006 40441 M I1OR FACILITY I USR-1479 SINGLE FAMILY DWELLING 18-0021 SINGLE LE ILY ittl USRIO-000 OIL & GAcaS WORT' Lk R-1701 E O ��DI �ME ;ERVICE USR13-0O& NON:117417.1-6 6AT: GAS LIN PRO P. USR1 UO AG & HrPRTr .IILTURE S �,e g} Oj WC 4 114V R - 8 USIA` COMMERCIAL R DEO/ROPI ,% ARENAS tJ S R -1"13 7' L I AIRTkIP LAS PALLET & SERVi E MUSga IRiFAAI [}FC Pi CA MINER [tre tE L G 4 ?trt - MU SR18 UU atamp. • 10INC H NATI:GAS S TAild N --. JSI 7: r:+1 \usRwiwia 1 PRESSURE NAT:GASMICROWAVE TO ►'ERI I . �1U4 MNOR FAC. ›.10" PIPE 8;005.6 ._ ;°1 INn Mal PRESSU ' E SAT GAS 4 Attie 1��- tas ''1 .21CattiPP �-` INCH HIGH PRESSURE NAT G.41 :NERAIJFiECOURCE BEV FAO il -met— ,, - NATURAL GA P. a �� JBLI 'TfITV KV E USR-1419 SINGLE FAMILY DWELLING USR18-O021 HIGH PRESSURE NAT GAS �`�qp��r T,��6J4�iC �� . � r�,, MIC RO �°�At E: . r, Ed t 2L O FT L 4 _ WATER SJcwXE FACILITY USR18-0077N-ONTi0.41' OVI-Aj OR, FA( ILI,TY-7PIPE 'LAIL_ I— IS ,1..11 t-% iirt!' 1 I v -r41110 IJSR131 Norutair rar — -- f L i-raq NON -1041:161N00 'n USR20�� 0 yy MLJ LTIAlIL10'ELL IN BED & BREAKrA *FAC SR11-0016 TJSRi2 N I U GAS PIPE NENON-1041 MA �J I � -0021 =y86 WELD COUNTY, CO uski2M .0k81 BED & BREAKFAST -FACILITY -_ - . . •__. _ .. et --` _ - 4,USR11-0Qd. NON -1041 MAJOR FAOLI USR-1479P SINGLE FAMILY DwELLIh WELD CO N m WELD COUNTY ROAD USR23- LIBERTY POWER INNOVATIONS, LLC COMPRESSED NATURAL GAS TERMINAL ! 2G41' -a" CENTER SOUTH SOUTH 1/64 COR. SEC. 31 REBAR 30'-0"(E) PIPELINE ESMT 70'-O"(E) TEMP CON5T. ESMT NORTH USR BOUVDRY co M W - W _ SOUTH USR BOUNDRY WELD COUNTY ROAD 50 PLOT PLAN SCALE: 1 "-1001-d, Oll-X OH' cla -- I I 1 c 0 X ,00 0 x IIIIIII,IUluIIIIIIII 0 0 0 o m X X. 0 O I -. ml 89.6' 10'-0" (E) ELECTRIC ESMT AO _ Il 240'-1246" I I 4, s U 1 - 1r -,1 -H - 11-- - Vu - W - r1 — N- it - rl — ;+ - f! - fh- W _ - N1= W- - W - W -- (ltllf---'SFf =X -`• a, -OH X- OH -X-- ' -X- - -X --K. ' 097'-915/48" / I 40'-9"(E) PIPELINE ESMT 3D'-3" :E) PIPEUNE ESMT 1..- 11 I I •- ^ n I NCI I � !( It !1 rr I _ H I / II ' X - OHX - - 04i - X*--- X OH---X- EXISTING ACCESS // SOJTH 1j4 COR. SEC, 31/SEC. 06 ALUM. CAP PLS. 38458 SIV rt N C I. Z m . my 1 PRELIMINARY NOT FOR CONSTRUCTION TINS DOCUMENT :5 PRCUMINARY IN NATLRE AND IS NOT A FINAL SIGNED AND SEALED DOCUMENT THIS DRAWING HAS NOT BEEN PUBLISHED BLT RATHER HAS BEEN PREPARED BY ZAJ ENGINEERING & CONSTRUCTION SERVICES, INC. FOR USE BY THE CLIENT NAMED IN THE TITLE B_OCK SCLELY IN RESPECT OF THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THE FACILITY NAMED IN TIE TITLE BLOCK AND SHALL NOT BE USED FOR AN" OTHER PURPOSE OR FURNISHED TO ANY OTHER PRY WITHOUT THE EX'RESS CONSENT OF ZAP ENGINEERING & CONSTRUCTION SERVICES, INC REFERENCED DRAWINGS DRAWING REVISIONS DRAWING NUMBER TILE REV DESCRIPTION BY CHK APVD DATE A ISSUED PRELIMINARY JUN EH SV 08/03/23 ZAR ENGINEERING & CONSTRUCTION SERVICES, INC. LIBERTY CNG STATION PLOT PLAN FOR PERMIT JOB NO: 123083 DRAWING NO: 494102-G01-102 PLOT SIZE: ANSI D SCALE: AS NOTED REV: A WELD COUNTY, CO I 1 i LINE TABLE CURVE TABLE I 1 KEY MAP I INF # LENGTH (FT) BEARING CLIRVF # LENGTH (FT) RADIUS (FT) DELTA CHORD BEARING CHORD LENGTH (FT) Tin I y -- I tt •t -`` _ J ----c---•-.---""---“- LI 25.74 N82' 25' 43.77"C Cl 5.53 5.00 63.33 N65' 5t' 20'W 5.25 (P) PIPELINE ESA9T REC hIa I 1 1111 �w 'Il 0/4 S� l L2 C2 6.08 5.50 5.77 m 12.24 534' 14' 23.85'[ 63.33 665' 54' 20"C 75N BMW L3 35.18 SB2' 25' 43.77"W C3 9.17 6.01 87.50 S12' 00' 3B"W 6.31 1 f-3 < o N.T.S. @T P60 ll CAST ZINC S&3! SCC a,, L4 13.62 N34' 11' 23.85"W C4 B.51 5.50 813.63 N10' 01' 3a -"E 7.69 CC ?TN,n fly' r ri ( r MICHAEL BOULTER I N. > 00 -s. L5 160.87 S55' 45' 36.15"W CS 7.59 5.00 87.02 N75' 21' 45"W 6.89 REC. NO. 4380238 \ I- USR/LEASE -- z iutt ".!"� u+� `, t 1 BOUNDARY L6 112.67 $61' 07' 33.95"W C6 8.35 -5..50 87.02 S75- 21' dy"E 7.57 I i \ IR PARCEL (TYP )1 ,_ —. fr�:r., / 17 18.78 11.31' 51' 0311"W C? 5.17 50.00 5.97 NW' 70' 5R"F 5.16 70 0' "' ` 1_3USN ROLINI)ARY '----^•' I (P) 71-4404!'B'yyrESr1ST 1 I REC NO 1 (TYP) LB 3.94 1134' 14' 23.R5"W C8 22.03 50.00 25.24 N7(? 4S,' 0A"F 21.85 CONTROL POIPT NL r — — — _�_ 2" ALUMINUM CAP ON NO. b I NO -5 - — — — 1.9 154.00 N255' 4F' 36:15"F REBAR CSS 1/64TH SEC 31/32 I COUNTY ROAD 50 LID 102.46 N61' 07' 38.36"E r AP/ / O7— /2.7—/371.5 (I ei&1f/N/ UPRR F877 —i4' USR PARCEL BOUNDARY (TYP) NORTHING: E,4STING: 1371729.46 I 32 5291 2. 42 01 17.31 S31' 51' 03.11"E / NCI ±t tNt/f&Y UVL r 1f�J( P&,4 7//812O79 I _ ELEVATION: L I 4798.64 i I �1- I I • CAUTION!!! 1 m I bUKILU LLtCI RIC — ULF' IHS UNKNOWN J`, rr 70.0' LAYOUT LEGEND �i('C) £LLC711'/C C3XIT ALL BERMS TO BE KEYED A MIN. 2' INTO EXISTING GROUND. SEE LAYOUT AND GRADING NOTES SHEET 1010 USR/LE.ASE BOUNDARY (TYP) CUNT RAC I VK SHALL VLKIP I LOCATION/DEPTHS & `CLEARANCES PRIOR TO CONSTRUCTION �-- Ie N: 1371661.61- I E: 3252823.38\in m I REC NO. 4447.905 EXISTING (SURVEYED) N: 13/166teitl 2' WIDE BERM l:: -1251818,52 FXIST. RIGHT OF WAY ....... ........ . ' N: 3 /1868.41 1 . NI 1371653,81 ........ .... ....... .... .. ......... ,...... .........,...A .... ...., ... `�,- • ............................... ... e�y.�-„m! ernes--- ° LE/ �e—e.... N . . E: 32 52737.06 '.'::::: .....o........-.r�aier.-..-"�.isY�...._�n.... J n o ........................ ............... PP! :. . ..... . - PARCEL BOUNDARY/USR BOUNDARY ........ ................... . !—' ,.w-r:edu�'—tlaet_:':: C........... ... .. ..— .... .�-.-.nn....-...—e r.nu--.ew'.-•--,-Fo�i�,T-eci��nY—h6A.PW..x"!t�`'`.'......... ."'®iw..:^_'s:,e.,.-" m'. :.' :. m ..... ........ ....... ....... .... ._... ... .. .. ... .. .. .. ..... ..... .. ... ... ... N. 1371656.31--• •-• IVI 1371833.07 ..rn • :: : .:.. . ' -. - - _. •--. -.:..:.-.-..• ":. '. .. ..... .. .. .� 3: .:.• EXIST, EASEMENT LINE : .• ...'-.. .. '.' E. 3_5_008.05' . .. ..... .... .- .. .. ----- E• SZO183�_B3 .. - .. ... .._. ....... .... ..... .... ... ...... - ..... ... ...... ....-... -_ - .... .... ... �..�...� T N. 1371035.52 _,_, E: 3252796.6531 .r� Y" BOUNDARY MONUMENT/CONTROL POINT C. 3252009.34 "' m EXIST. EDGE OF GRAVEL 1 _ o -- •t EXIST. EDGE OF ASPHALT I 6 O _ I x X. •K �J Y X_ x. G x x x x —E E LXISI, BURIED ELECIRI LINE & IHANS O MLK 1 r\•- = X `C ' _ • -• - _ - _ N. 1371089,81—. _ I ' I' -N: 1371581.23 -• . . - - - - - - - - - . . E: 3252293.40 ' - -- "�"'-. 1: E: 3251891.43 _ -' - - '- �+" N: 1 371528.99 —w-ex-w-w-w I FXIST OVFRHFAII FIFC:TRIC IINF, P01 F Re GUY ... I_ E: 3252646.90 IL 1 x {{ 3 I I (v)' IV: 1371537.63 H ri r ;/ / r EXIST. BURIED PIPELINE . L► _ _ E: 3252634.41 • .. 2' WIDE BERM "{ ' ., _ L1� W W EXIST. BURIED WATER LINE }1 L . . GRADE . . . . . .. BREAK (TYP) - 4 - I•}l ' . 4! - - - 3 15 " _ IV: 1 7 04 48 - - E: 3252 • 055,36 -• I-I'l' . - ' II' 1 _. N: 1371510.97 \ , • E: 3252679.80 �\ •' - - . ... N 1371536:57 ...... . >�-- • FXIST. GAS WFI I -.I. •I I I�l I U N❑ 1371505.99-....... .'I N: 1 A71504.4? —3... ..N...... E 3252796.65 N: 1371502.96 •.^•i : I x - - - - - - - 0. .�.I. , < - ' . E. 3252164.35 . t' '� (d �' . . } _ E: 3252681.67 \y �C) = :r` N \ E '\\.•. 1371506,14 3252688 36 NC E1 3251635.42 l �p . r 1371482 09 1 fl — " q� . rte N. E 32526 71.53 CC 1 . ... 1 _ _ . . . I _ - ... - . ...•� ; r . I . ' 1 , - . _ ' N: 1371489.51 �® I dGZ E 3252627.40 • •- N: SJ1d77 &9 I m I PROPOSED N: 1371452.99 .'. Q.1 _ ,.-, . I, ,, 2' WIDE BERM ... ' �r p 1025 w _ �,- .• • ; •. •°` E 3_ 776 61 ' 252 y E: 3251841.80 . - • - 1 �� '! N: 1371438.93-' • M: 137141„ 89 E: 3252627.77 •,.. ,>,,,,�, N 7371446.04 • •,r 2 WIDE 1 I BERM II a PROP, SITE ACCESS/MAINTENANCE RO, N: 1371452.63 j , - , - • - , • , - _ _ _ , - E: 325'2269.2q ' . -!•j N: 1371.1 41.56— ' ._ E. 3252674,58 • •N: 37150.63 Cy CONTROL LINE E: 3251838.81 . , . .. . . • I •_ - E. 3252613.01 N 1371443.11 .. ;'• .'. V:. E: 3.252789,12 Q _ _ PROP. EDGE OF ROAD/ROAD SURFACING • •• .: {k >G _ ' - .' N: 13714 59.00 1 N: 1371457.48 v ' °' E: 35�165.00- .—. .. N: 1371424.95 7. + - rz: — — - ^r --• N: 1371433,40 "". ''�/ o._,c`' 3 5267962 ^. N. 1371440.38 ;,•_ y,'r N. 1371414.08 -- - - 2 - - - a .' ., N: '1371429.67 E: 3252619.38 -CS E. 3252703.53 X X X PROP, 1 % C: 3251893.66 .. ', IL•E: -.-. .• :. .'.- :. F 375?056.01 - • - r E: 3252171.98. .. •X x • . .. / /. . N:2137144019 �E• 3d � 2295.63 s / E 3252685.06 �. -.•• • • • -' �•.. 1 II 1371384.49 FENCE X X x ic: x b:�„-_.,-_, •'�.�''c-f...- ,: .' I,II rN: PROP, CULVERT & F.E,S. —N: 1371425.73 i� .e,. '/ ✓ '�^ Sd+ �� •• O� ' E. 3252&46.60 ®'� [LENGTHS INCLUDE F. E:5.] -.4 N• 1371395. D8 - 1 E: 3252012.25 N: 12521 ❑ E: 3252252.78 2.7 \ \ i c' / 0 •, ^ • e r CO. a S� 1 SUS �,_ `� /" '�.; '�so ". IX I I �N: 1371367.31 I F'Ror. FOND STRUCTURE & RELEASE P rE N: 1371378,87 E: 3251848.19 \ 1 t1 E 3252007.67 �N: 171389.46 a \ r ! : 2 • = N 137149 •\O o u 50 - •9'' \\\!!!1 :- ' / E: 3252846.61 �N: 1371078.91 OUTLET N: 1371378,08 E: 3?51844.21 t .1 --:1 ip4 - , Tf- E: 3252266.47 �!. C 313257214:2994.:1508;::::::;;;;. 252694 <�^.yxF:.. _ n N: 13714o03s -• ' WIDE BERM �',!'.•f N' 1371405.06 : E: 3252115786 Oa �� l-`� ��' �: ^ -1-1-1-111 /� y- E: 3252856,60 ../ I I N: 1^71373.33 —" —' —' — PROP. SWALE/CHANIV EL/DIVERSION CENTERLINE —mul-s•x-me�m� PROP_ TOP OF BERM (`.FNTFRI INF �••N: ` E: 3 52866.60 NI: 1371.303.79 � }: -. _ ¢. - 'y -/ N: 1371344.17 110' WIDE BERM N: 1371381.35- `N: 1371377,69 E: 3_51,1,08 E -1252616.96 I,ill41 /.19 �. - t: S2D'1(i63. V'L••. �• •'N 1J/1.191. OU -••• - t: S2JLf9ti_49'`•'� I I 1 \ `�j-N: 1371370,70 �J /% �� PROP. BURIED PIPELINE - - C: 3251669.83 E: 3252166.08 - . � N: 1371413.50.', • �' E: X251850.56 N: 1371303.25 - t • •: •1 .:: .... m API: 1371331.22 E 3251896.85 v /- ��•F�;{ .. E: 325262291... ..: 't' �•...'.• :'_. • '. • " '.'' • -.:':: N: 1371342.88 E: 3252796.26 •: � • " .- ,00 •` I II E: I 1 3252869.41 I LOVE WATER CROSSING E: 3251836.00 4y '• f"o...tp� M IV: 1s/TD12.9d 1.1: 1371310.90 N: 13712©1,-19 r` , - E: 3_5_003.78 E: 3252330.23 1e. . _• •'.:':: •': •'•':::.. '. • :. ^-'-•:!R"!'�'9."— , • • - • • • • • 3 • • - It 1371285.36 : - - N: 1371335.24 - •; . ... ••• • •' -- 3 ;:" -- N: 1371353.91 pi "I �: } I 1028 I LWi ( ) SURFACING LEGEND 1422 0 p�'%` 7 L: -12019-16.02 •7� i�` N 1-1/1309 66 E: 3252355 27 y 1 C: 3252653,21 e 25260/ F_ i757R,3A R4 s ^ Ci ! �N: 1371309,04 1026 6 $$ . NI: 1371279.47 ` ...:. \2 L 3 4B rl: I : , -. / F: 3757868.65 + jaw,`. -:. ____ I-� .. .. .. 1 F 1 ROAD/TRAVELED WAY — 10" THICKNESS . -a E: 3252330-R9 \ i. C3 - 1&2 - L - - J O Tm.' '-• . ..•......._ 1 ; .=} N: 1371311.44 X23. ( N: 1371306,80 [CDOT CLASS 5 OR 6 AGGREGATE BASE COURSE RE: DTL 1/1010] LOW TAILWATER (. )..1 N: 137127.,.01 " �;i • . • - • •.... • . • -.. ,. CI '' - �N: g• I E. 325 286 7.99 BASIN - ^• • • • • • • • •'•'•' E: 3251888.57.:.:.:.:....:.:.::: L__ -� • •-• • • • • • • • •-•••• •- • 1027 1025 1d/1.w9.1U E: 3252828.95 I F . .T (?� PAU ANLA WI IHIN PROP. FENCE — (i" IHICKNLSS •_5 18.5' I' ',. N: 1371.103.79 :..- ..''77 E. 3252331.28 _••• L3 �� e .. .... T ._-C4 •.'. L. ,i2b2ti//.dtl 10' WIDE BERM m N: 1371375.80 L��1 V [COOT CLASS OR G AGGREGATE BASE COURSE RE: OTL 1/1010] IV: 137127.5.95 r._� - : F: 3751871;68 - '• .': .. _ - a N: 1371270.59 -, .3�: R•. -N• 137177478 .- N. 1371264.99•• 1` ..' 1 F: 3752866.64 ,. 17.7.7.77.7.7.1 EXTERIOR - 4 THICKNESS E• 3251851 65 I -:.� • .�. • • 1 .V. '.' , ;._I N: 137163.0.. - 1 - C: 3252319,41 ` 2\ - }; F• 32503Rd -.i -' E: 3252604,49 '• vi N: 1371342.55 1""' "" "1 [CDOT CLASS 5 OR 6 AGGREGATE BASE COURSE RE: DTL 1/1010] :: ..... •" '.1.2 7 I C 328_040 02 ^r.^.. r IPROTECTION RIPRAP EROSION — 1026 .. ....... E: 3252004.46 ... ----- Ll.. / ,. �_�_ _......... .. .. . . . . ... y �'. �'..-' `F'� : A.'.'.'.'.'.':::.'.'... .. ors mil I LI- . _ .,,.x�.��,1 U 1. = J [TYPE L RE: DTL I & 2/1025] N: 10 /124/:40 .. -... ^..:; ... .... .... ....' .. ... ... �...- _ .. .. .. .... _ - .. ...•... ...... 35.94'-`.')s' N, 1 9712.10.00 NB9 I &'31 E' --'.':.''�"+. • - .'.-'.Nt•1 � . �? ' -Cx - 's*r.�"'. 'sPn--^.'. .. - N: 1371262._2 US7 PARCEL BOON ARY I I BURIED KIPKAP PKUILCIIUN .. .-... .'.'._.. - . ...—. ‘o—^ ae e .. ... E- 3252098.75 • "••''. �.._. -:. � —a � -Y : aT. Ca-; ... '. �•' E: 3292 t •1 ITT --7•7-7-7,-1 -11i:Li E: 3251849.61 • +6dei-reou=e ..j • T°5.81 C7: ... -I-� _ I D ... . .•. .. i L-.' [RE: DTL 1/1026 & 1/1027] - / ..... F1 ... ... .. - N: 1371236.80 ._:- .. — ' "" •lIJ1• , , , . ' 'Qbr�=Mrs— • • ,� ..... 1 D' WIDE BERM • -LOW TAILWATER BASIN TA.IL6 / N ....:.':.::: hl: 13712493a�".: _ p" 0Oi„ •• �J -.:: E: 3202075 14 �. : 0G Al: 1371239.8&.1r $ �. ..-. _ _ + — '' .. / i 1i . ..�:.. .'- E: 3252009.67:.::. ................... fr E: 3252327.76 r I ((ice-'- 1027(NO DETENTION/WO POND 102 - BASINS D2 & D3) N: 1'7234.10 I-: 10� WIDE BERM 1— Z• WOE BERM Nc 1371786.3?� BUILD NO STORAGE) / / �T� s �h ��--(P 5.0' -h1.' 1371223.80 3 F: 32A2.371.93 E: 3-52678.29 / 1 i } ACC85S DETENT10NfW4 POND (01 - BASIN Dl) �N; 1371249.64 POND INV: 4791.50 ../ I $ E. 3251825.20 (NO BUILD/NO STORAGE) CHi 1025 E: 3252416.93 TOP OF POND (BERM): 4796.00 �/.9E-c• ASC,y / 1 I NQ ENT LAYOUT NOTES ; --'`�� POND INV: 4799.25 11- 137124732 EM. OVERFLOW CREST: 4795.00 i`- j / I TOP OF POND (BERM): 4802.50 E: 3252388.52 REVD/PROVO O W0CV: 0.15 AC -FT MICHAEL BOULTER & f4i SY BOULTER; , J y 1. SEE SHEET 1010 FOR LAYOUT NOTES. EM. OVERFLOW CREST: 4801.50 REO'D/PROUD WOCV: 0.05 AC -FT WOCV w.S. E.: 480D.27 MICHAEL BOULTER FARMS, LLC '-N: 1371261.93 E: 3252361.82 REC NO 4078640 N: 1371270.54 WOCV W.S.E,:4792.79 WOCV RELEASE RATE: 40 HR RFO'0,/PR Mtn 1110-YR VON 0.74 AC-FT114.1' I REC NO 251995'1 1 i / I A �;' I ' - I 7 SFF SHEET 1010 FOR RFN CHM ARK J4 RASIS OF RFARLIJG INFORMATION T� WOCV RFI FASF RATE- 40 HR REO'D!PROV'D 100-YR VOL- 0,19 AC -FT LOT B C: .3252378.13 AMENDED RECORDED EXEMPTION No. 0963-3'I-4 AMRE-4936 PROUD 100-YR W,S.: 4794.18 100-YR RELEASE RAT[: 2.8 C15 1115T 10-YR) ( AMENDED ^L171T I I-tEC`.UkUtU tXtMF' I ION(' I d W • 'I- I PRov'o 100 YR ws.: aBo1.2D Rec. No. 3799965 TOTAL PROVO: D: AG -FT Nonn , % . 09'63-31-4 AM RE -4936 / tout Sec s, /3rv, /re'aly 1DO—YR RELEASE RATE. 0.7 CFS- (HIST 10—YR) TOTAL VOL PROVE): 0.23 AC -FT (AT EM. OVERFLOW CREST) AT .O1. RES hKLL OARU: OVERFLOW1.00 I ICREST) `(FROM EM. OVERFLOW CREST) 1 Rec NO 3/99965 • / 1 1r� r {y / �uulr/ FREEBOARD: 1.00 FT I/ NOR 77-1 LINE SEC 61 TAN, R64rfx '� / 'f �/ r�/ /�I i F i /AM/II i V {FROM EM. OVERFLOW CREST) >--/r'`�if x . x i ! x // /.— ICI' 7/ /r'� I ` 1 /r /I ! / I / // // ��—/ 1 ��' r' i r-%,�' �' /i % // /`� ��, / 1\ I rI //-11----// / W W W 1/ f ;J VJ ur YJ w w +• w1 -(— N h1 _ I W W W w� W - W W W __ COUNTY ROAD 60 T iv '4 •43H .v --4', ^� I " — Olt' —C#H---=r.H—v_Ott—� �7R FSJ�rt:+r, ✓-1_4 ` "-4't—' ---ZAY =f.1-1 � ra Y R D i l �R—" �iTV _ P80_ —airy rikt— —' X13•' �C wt Qn —x311 - C1 RAMS OF BEARING — Na9.0T54"E p /6 7c r C:AUT1oN!!! CONTROL POINT ML31621 -CONTROL POINT ML31823 SOUTH UNE OF SOUTHEAST QUARTER OF THE Q Q 1i �' i1! �A CAUTION BURIED UTILITIES (WATER & ELECTRIC) 2" ALUMINUM CAP ON NO. 5 EAST BASIS OF BEARING POINT ma Pi 117W11 unnn•uarwaemu SOUTHWEST QUARTER SECTION 31 -T5N R64W oS .I (OVERHEAD ELECTRIC & PIPEUNE — DEPTHS UNKNOWN / ALUMIf11UM CAP ON NO. 5 1371074.27 REBAR N 1 4 SEC 06 2"iii UTILITY NOTIFICATION CENTER V 4� ^1 CONTRACTOR SHALL VERIFY LOCATION/DEPTHS do --------EBAR S 1/4 SEC 31 FASTING: 32588,x,82 N THING: 1371074.79 lie E O 25 50 100 OF COLORADO :b- S./ ELEVATION: 4786,68 EELEVATION254786,44 a PRIOR TO CONSTRUCTION? 84 4CLEARANCES M I (or 800-922-1987) �` �� AT PRELIMINARY NOT FOR CONSTRUCTION SCALE; 1" - 50' DAYS BE OREOYODUDIGE55 www,cdaNtlotntorg IHI5 DRAINING HAS NOI BEEN PUBLISHED 1101 KAIHLF HAS BEEN PREPARED BY ZAP ENGINEERING & CONSTRUCTION SERVICES, INC. FOR USE BY THE CLIENT THE CONSTRUCTION, OPERATION AND MAINTENANCE OF NAMFI') IN THE TITI F RI OCK SOI Fl Y IN RFSPFCT OFZiAir I HE FACILI IY NAMED IN IHE I II LL. ULUCK AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR FURNISHED TO ANY OTHER PARTr' WITHOUT THE EXPRESS CONSENT OF ZAP ENGINEERING St CONSTRUCTION SERVICES, INC. REFERENCED DRAWINGS DRAWING REVISIONS ENGINEERING S. CONSTRUCTION SERVICES, INC. REGISTERED FIRM STATE: REGIS ILRLD FIRM NUMBER: LIBERTY CNG TERMINAL LAYOUT PLAN DRAWING NUMBER TITLE - REV DESCRIPTION BY CHK APVD DATE A ISSUED FOR PERMIT LJM JME 08701/23 - JOB NO: 123063 DRAWING NO: 404102 CO3 1001 REV: PLOI SILL:ANSI D SCALE: AS NOILD A Hello