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Home My WebLink About20161777.tiff Vicinity Map 4 r „r rn --,- N (A' - 1 ' �`L i w 8TH ST m 8I `�-. 99T�- HSTL Ir 10THJST 4, .Lis Q Or< 7 � • 71-1 ii/r-4.tss,,,,, Q � ' tf i r0 ,� Co f r. ..4 � H. r� 1 rte' 1 ( tgiitriv 1I8T HST E 18TH ST /f 4 \c,' ich , #4? .1-1 I n 1 7 iv ' r d .9k co j SITE = HIGHWAYI34 BYP EBHIGHWAY 34 r ' ' i ar HIGHWAY 34 BYP WB rt.- W .. ,,,./ I r \J fl r' __,,,-, , J zi iavioae V }ri .9 ' 1 I J- { J' C. :- I bilk! iillal Mil ri 4 Li I 1 1 r .-11n puq 111111 SUP-345APA _ GRAVEL USR14-0023 USRs Rs within MINING P,9I PJ E RA L one mile _ wi , . USR-1", , 1 i RE S. DE V. - ., ;ACCE SSORY PARKINS USR 503 �� SEAL-ES OF CEP,9E TAR Y I & HOME BUS. ��USR 926 11 r�"" ... Ina USR15-0009 �IUISR -111 �06', I VEHICLE STORAE;__� J-- ;• - _ RE C R E AT ION ALA- t--- _ -`''• t , 1 /y� TRASN BUS. TRUCKS I lit-4 W Ui tiI-,, 'c i d_ Z---- -1 TRUCKING I.& CONTAINERS I COMPANY, STORAGE I , gC ,___�.-� i i-USR-964 J _ LI -1 I • 1'$TiAT I T 1 HST TOR AG E OF VEHICLES Tz. I' I�'i, la _ I USR-756 _ --....:::,_132:1,.. i I U___SR-771 PLASTIC PROfSUCTS MFG — ■ _ T f ■ "'_ „ 'I �" rl__; C "" "" . CULTUREDIMARBLE - 11ua , � C - gin/ ■ , r, . L . I =--i , m .r. - sun = FABRICATION —r 'iim ii,.._ if � - un , U• u1111� 1 � I 1 cu T — - t� / n. _ I �� ■• Al. namr11r - ■1111. _ ii.. f I--'- ' == =— pp— I� . aluminum .. CO l ■ �j III►IIIINIIWII - - !I I -1. T111 I . . 1� I�� _ :- . 1iiiIIIIfiL ) — I —r� �il ii: / UI �T. : /1/ / I III IIR1111 Q-it_'111: ■ T IT -s_ USR -66 USR -832 ull. ■ IT :: ; s■ .. _ in\ USR 693 OIL & GAS _ -- IIIIr.. - ■- OIL & GAS OIL : . ' S 'OWE, / ^r i "p �II„1_- "s: -• PRODUCTION FACILITY PRO ION FACIL Y PRODUCTION FACILITY I == IN - -II7 1111 INtll - .DJ-� Iludlll I / /// to ■ a/_ t . I ,.r' irk-`E.■■ .yin/ .fl , \ �.� — �� - MINI If ( Ill111111 tiniiinil � i —• II I' -1 1 _' W r1 /�t//1/ - I,/ ■■ ' , - 1 Q - C_ a - 1 , 7 SITE ti USR-1208AM f �i L I = :^-}--' =_ M HE ' I .4 1I \ RECREATION aII!r RDE C� :�--- 1 - _ --■ -}-� 1. �. . FAC ., PAINT BALL USRt8 08 Ll.. ` , i _ 2/. _ �_ _�.. RE C R E AT ION _ _ - il� �� z ; I � '`-`�-__ __:_ FAC .,PRiVATE__ -HIG HWAt34�BXIrEB . i � `��, �LHIGHWAY34B (P W B —_____ -i- V �.par f • u/un/ .L. --SUP-306" USR-852 : unN ■1.= uu e GRAVEL O I L It G A S 1 E.V N, _ ;' �, U:: nL(,I;;; .+IIINING PRODUCTION FACILITY F. / : i■IIIHIII ; ' ? MU S R 12-0 012 . / ( 441FrAti-. .......,.. :: - RV PARK & f ■......N. al ■ //■ rill: STORAGE -- ta i , al Sit Ina to ' v• • r , , . , ... , s ralar-rnr 1-i •� �' AI��III�fut •. y I r�?{ f ,.., •r- ii :,...IP t , g .. „,,, . ,.„,. ... 'MI I - I /._ ,,.......... tr i ktRU ! ciTIPOMIII__ ' \ i .. ' 1 ff 1 7 v. 'l • • II• q 1 / ....._ . _ M 1 : . ,II g • \ i I i 1 r - � , ! I II : { 4 .111 I�til a t 'le ' 4 \< le ea= 1..,, St 111 a ? T 717. I t r , ' f 4 • r , 7 . _ ,s: `. d''. SITE , Closest M Residence �� .: ' ____„5-::.--- ,„. „......„ R _ aglii -- _.-.. .. 11111 1111111 1 i- 7 • 1i kr GREEL 1 1 This USR will only encumber the land outlined in red . USR-665 is encumbers the 1 property shown in pink . ti3O 80 acres . ti`9 1 w 2 1 -- Ado ` Vc30 61 0 - Gee 6 3 - - 5 4 E 24th Street /111 The original 80 acres was divided ii into 6 separate parcels since USR-665 was approved . • , - — ., — . IR o I ell is ' 4 ' '`' if 11 There is an existing oil and gas hjpiampialers -= well on the subject property that , _ . . J p p Y RE-304 will be plugged and abandoned . Lot Q , r N f/' <1- f I , <Il ,,i b A RE-304 1- -.t-si\.., paaa@aa .., ,Hp- • Oil and gas well : I �� SITE Sandusky # 1 to be , . .1 ..•. . Q plugged and f �r abandoned a� ` ,'t t i . 0 rye < , .a 40i,,,00°,7 . , . M, RE-304 • I. R • • Part of :�, ._ �.� .P. GBaDas _ , • w • 400. l ali GREELEY F- E E •r r • F- E E EL Ti -__F_ _E .♦ LL �, E , ILLS H L I T I T _F • — #I fot LL 0# • ♦, aill E I E E- E E T J g}; .. wwwwwwwwwwww• j LI IT F IL / L ++r+. ...i• ��, �♦ I T - E ; L I' Et . I. 0 —E_ ♦00 w�i E T TH- I - E ,,�� E TI T I 1 ♦ I� LIE /1/ 1V / ✓ 1 I� 14 w++ -LIT. -TE -__I _TE : / 1 m I +ter+r+ , i. -LITI - �\oo ;a I, ,err++ L_I I /zl 4 ,♦ L- E l E \ li • EELEI = 1 JI l\ • 41/ 1 ac I uiw,u I � : 4\ - -. 0 ././ "• IL T- I I Ii 1\"> / - . Ti / TI jICI I 0' • , I E E I IT TiiII E I I T L LI IT F IS�.D' I I LI IT F E I E Ti Ft I T - E T a0D.0' ELL - /" A u E TI / w - a se . i LI E W ®_ . . I. UIT F - I • _ � ELL - 245.2' , v -?5C- " FL L-I ��i g � � Qgg 1 � © g c .�La - E - E �''' FT E � /arr 4 DiSilli .M1 f ILLS - I / _•et • -03 Qict61 w i ' ILLi Er ! f r , ' i oel• — l �I 4. ore - / L.,, , +++ • + r^r.r++++ - I E TI •. ' = I U E Ss% I�I0 E I Tl I I ' •.4 :f rr -THE I I F=''E ;^,E ' 3 I ,, ./ �-M+rrr+r• LIE / -L I T<_tT '/2 a) Q i 1 I I I I ,- - - --- -- I L ~�--'---- - --- .! ►:�; --- l 0— r r -0Lo _-_a_p [o,. — p; i �- \• /6WOOD PRIvACVF a B'OWN LINK MAC U �. RE:DEL1.W01,TY1 r'1' - / ' • ' 1' SFPAPATCRS,M, • ' F • / ' I WATER OWI ITV PCND .4. IIPNE• . TEMPORARY IR:OLLAR I ' . . • LARGE VQLLWE TANK ____ - — 1 ; ,� ' ��\ GREELEY x3 OUCH 'yJ i 11 PM i •, , _ • �� 00 6'WOOD PiWACY:ETICE ++ I \� ' / AF DEL UL101,TYP. ' `V -------- 1 c) I 1 . // - / ' • • _ • a, ;‘, cit* �,�K_____} DC NOT CUT TAU LERMA PRUE • a,� 1 • �/f • iII i/i r� ON-Y CROSSOVER LIMBS,LEADEAS.A!ID lV JREO SFiAH;1£5NAN < • • / 51 I' • r• II i'i' I 1 SET STAKES lY EMI SUL,S STARES PER GANTF EVER GATT, , , r��.� I ANOFASTEKERSTCAIAW3V�OFTNUI RE:DTI &1101 i { • : m - I ftA6111RC WITH i�f OIA.EA 4TE PVC PIPE.. PROPOSED ACC SS ROAD I , r 1 — t-ate" �: ' ARCUIC CROTCH OF LONIEST epMo ES, C II • ¢'�" -=-:,----->"" i WRAP TAUNKFROM BOTTOM TO FIRST BF rf f0 PAPER 111TH OVERLAP TO COVER ALL IMF /�.i'i i I / WITH STRETCHABLE TAPE.RE:SPECS CN ,,, �.�• i lie PLACE U CIA.MN.MULCH RB10 n _ _�' • AROUND TREE.SPECFED MATERLAES WI•• i I : AND SHCJLD ACT CONTACT TREE TRUM(. i�' I BACIU tL PER SPECS p 'a • ro 4:. �! PLACE ROO'BALLY4'AGM IMTHRESPE � O O '^ j� a CiA1N Jig FE1E,SLALC I �- PER SPECS.DO h01 DOVER gOCIBAII NI i RE D1L DL:01, IYP. ' II a _ N c�� APPROVAL CF 1REE If1E�1 PRIOR TC FIN I*14-li l �• B WOCO PRI:ACY'FNCE. I I1= -), #: - v.. +`, •' rot - REMOVE 01RE BASICT finale RCCTBAL � RE:D-: '&101.1'P. III I I j` _ II II BACK BURLAP 1,S. BCC Iii•/ I - la^�-„,-vv.-,,—II—II '1 ' "- 5GAIVFYALL SUfSL 36RADE I 1 il' II II II 11111111111111=11 .Ifll ll• al =11=11=11=u=u-t1=11=n=u-=11=1 -111,11-11-S 11-117 Landscape Plan 2:TH c_--FEET LANDING POINT TICAL Mt — $ - Milli• ,yr-CMS CI-16-18 - sev57'2 041. T 11 4W M-GDa1s ' 3-16-18 589'3727' 1 ?d• •.73'a. illivr-tag 1-14-la ss n27°p 1210.7$ I Q i-LDS C2-1s-►a eJr-lDs 2-,e-1e S�a717�N�12ZpQlQ �j ' sworn;lz2> t — - SURFAICE LO CATION .1• Ir un s7'2n, n .at - - I evr-LL6 c3-1 ,d jb . ' .S 9er4a'42� 11ZD2,p6. 1ili �a evr-Ins 4-1 e j_ senna �,;9p' 1 L7 - evT�05 }1 10 '4�a intati 1 9 La vr�s u , ,e + Sm4r42'w 12268.15' 0VT-u1ES 1-;e-,e avr•ruw ,22wsr L11 11 �<ti SECTION t5 ITbN I SECTION 18 T'5N R6* SECTgN 1�„TSNaR $er2J44"N 71121110 I TS) 161T51 - -} - t 24TH STREET 23RD AVENUE (11TH AVENUE w1 4 sev24.in ?sv2s•' 4 Lt� el 1 < I I I c 16 69724'1411 763•.39•i'1r. Li ‘4° 4 3 ,s sealant 7530.52' I 81 C 17 SeP24'iE'W 1wX124' T L17 II, . _ 'all I _ i _ `�_ - VETO%r, i n '' 24'1471) 11' ' + 4ed_ �1� _ — I � I , , IC '9 se n4141617798.52. '+ + L� I I } �' QI 0• YEr11AC 10 r 58724'14'777797.64' J �vET1NC 21 98,24't1ti nee 7e' �� ` ▪ vEl71Q n3er24'141t 77K31' I 9 ° 24: :> a'147r Jam. 1.2r - CHERRY AVENUE mma -- _ _ _ _ 24 •'141t4e0e.14' eer14'111 9rll'1111(j1a$. 44 IS HWY 34 '10� v 4��1dw 77KV 1 I I I 1ST AVENUEI - -1- I -I- 4, I #' - I ,� 6TH AVENUE S UNE TABLE LINE TABLE UNE i DIRECTION LENGTH UNE 1 DIRECTION LENGTH Wells will be drilled to the west . E N LL U in I USR - Z LI ' VETTING 15 - H WELL PAD N ap -LOCATED IN THE SOUTH HALF OF THE NORTHWEST QUARTER OF U SECTION 15 , TOWNSHIP 5 NORTH , RANGE 65 WEST OF THE 6TH N P . M . COUNTY OF WELD , STATE OF COLORADO . N NS cn i-Li J I r� E 18th SIkEET Y- � -1 _ Flo LU ❑ ❑ `� -� �� --- -- - = 0 H S P h Eh EL I.T 1n C_I P1 �"= \ o — - t y 7 [.= IJ c_i (/ � �] �' I 0 ' 200 ' 400 ' 800' �� C o �� I� � �' in g o �� Sheet List Table E 0 t2 o iP �f� �� o Sheet Number Sheet Title SCALE N FEET � r o°, J H LJLE V O II J o R o 11 0 r = LI H \�I 01 VICINITY MAP tom co n I I I I L li \ H J_ _. - >. 6C) �u I — TJi 4J O �� in �_ o I_ 02 VACATION MAP c O u I- j 1 I f-IIII H 1 �� „Er, it �,, = 03 PLOT PLAN :E 1 RT� Il .l LJ I �I- '-I \. .\ - S LI J -I "p F, in C C -I L co > o �c \ � in -I t — - O G � ❑ I L _A� �� / NOTE _ J L_ II- �} -' THIS DOCUMENT HAS BEEN 2 RELEASED BY OLSSON D ❑ ,I o �� L I �I L � V LEGAL DESCRIPTION ASSOCIATES ONLY FOR REVIEW ] � ll o �E° n Q o� ''�° Inn ❑ ❑ � � DENOTES /AL-TVQN LOAM , BY REGULATORY AGENCIES AND Il I� c ' \ J -� NOT PRIME FARMLAND PER THE SOUTH HALF OF THE NORTHWEST QUARTER OF SECTION 15, OTHER PROFESSIONALS, AND IS -I C IJ - - n' SUBJECT TO CHANGE. THIS fl � � - 47 - /J 'mil �R L �C _ I �u - _ � _ -_ _ �� o o MRCS PA � UILAND TOWNSHIP 6 NORTH , RANGE 65 WEST OF THE SIXTH PRINCIPAL DOCUMENT IS NOT TO BE USED LJ _- --- .--. , � CLASS FCATO � MERIDIAN , WELD COUNTY, COLORADO. FOR CONSTRUCTION. J m A - - -- E 20th STREET = - , ❑ ❑ I� n I o. F [I '; I CU OLSSON ASSOCIATES ASSUMES h I-- T �, Li Ill ' u- ,' I BL / NO RESPONSIBILITY FOR �I _ SURFACE I n Sid III -/ I ° I I OWNER: r -I - - - - - - ; S\ SURFACE OWNER : - EXISTING UTILITY LOCATIONS / SHAWN W. * - S DOROTHY M ARNOLD (HORIZONTAL OR VERTICAL). THE y' EXISTING UTILITIES SHOWN ON / SURFACE OWNER: / THIS DRAWING HAVE BEEN c1 [E ELLi0T - 7N , LLC 11 SURFACE OWNER: IL N ;� / 7N , LLC -IL_ 'I A PLOTTED FROM THE BEST LJ s V DEVELOPMENT STANDARDS & NOTES AVAILABLE INFORMATION. IT IS I■ - — `Ya SURFACE OWNER: t� I,_� H - \ HOWEVER THE RESPONSIBILITY t r T ❑ --_I SURFACE OWNER: / - ' \ WILLIAMS FARM - OF THE CONTRACTOR TO FIELD L P ❑ 101 - DOROTHY & - - , . PARTNERSHIP LLLP I- r - VERIFY THE LOCATION OF ALL Z _ Li 0 CI LIB I ; JRR DOUGLAS UYEMURAy . SURFACE OWNER: / - v . 0 UTILITIES PRIOR TO THE / WELD COUNTY SCHOOL / SURFACE OWNER: ,N COMMENCEMENT OF ANY Mo Yr' G 7 � I Net-C,, s / 7 DISTRICT NO 6 / / DANIELLE KERNS ' y X-2 CONSTRUCTION ACTIVITIES. LC » LI c '`D\' I / 500' 'N Ate\ �/ N I� Ci ❑ ❑ gyp.40 = R / SURFACE OWNER: _ _ _ COGCC A �� II _ �// O Li ° `sY p �I �� ❑ / PERRY O. MILLER — — — — — SETBACK SURFACE OWNER LL p ❑ ❑ LJ2� C �I � �scp c 1= / N. RICHARD ESPENsoNv y IIJ SURFACE OWNER: / / --- / _ _ _ P' \ 811 8 — 7 t � � � JOHN SCHEOPNER , I SURFACE OWNER: E / / I ROBERT BENIGN U / • ' t ' •SE8 ACCESS Know what's below. Q 1000' / - • . . .1 -3 / I CG 00' :: ; , , Call before you dig. Q SETBACK!/ , ''- I '� \ CALL T SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR D_ I I Q '' '� / e , a , / / EXCAVATING FOR THE UNDERGROUND MEMBER UTILITIES D_N } � GREELEY #3 / / / u SURFACE OWNER : _ �. \cc X � I DOUGLAS C UYEMURA rr '-.• 'sue- DITCH / / GI LIMITS CITY \ i' = " I I ` — FUTURE SANDUSKY #2 (DRILLED AS \ Z OV I I ' = ' EISENMAN #zz- 15) O 9 USKY 1 Y I t 1 Ii' , ' ! # « SOHNA84 OWNER: ///�//1 / / - \ 0_ in � i SURFACE OWNER : _� C2 PROPOSED ACCESS II , JOHN O KATHRYN U o Q I \ ROAD \ i . / /y SWAN SON LIVING TRUST SURFACE OWNER: / DAVID H & TERESA CO - \ SURFACE OWNER : NOBLE ENERGY INC. SCHEOPNER I- \ CHARLEY GRAHAM / X i / O Q Z \\ .- --- SURFACE OWNER: - ALVINA JEHORMAN �, � // /////// — — 6/ O In O NI ALAN J HERMAN _ - - ///777-- // Ir 1, DO 1 - - - _ E 24th STREET _ I \ il 00 w W LT I -7 ❑ r o IaI Io �I o o / 7cc o 0 0 0 \ GREELEY CITY , / / \ \ rt to O IE E C [7 ❑ o �J Li H IJ n Ifl r-I \ N / LIMITS \ - . W _ �J.) N iACE OWNER: , / al N (n l LEROY • R FRANKLIN / / �/ p N w Q F _ — N UJ If) - I \ / S cc co G9f �� / 100-YR - Z FLOODPLAIN H 500—YR [n c I II I I — ELI ❑ I I — ❑ I III \ / FLOODPLAIN / T w "//(�\ O CC Q Y IEn ❑ n❑ I I k l I -Zo-711 o ❑ ❑ ❑ ❑ > _ I in ❑ _I H Is1 EIa ❑ LJ - LJ=-ILIA I I � °0 —I ❑ ❑ I� CII iEIN -01 / a G / W cn , , ,__ I / 9 ce O L > o L> m..= — I I f1 _I LLf -- +'• a0 I Z -. --- - - - -a% � I— Lii - _ - --- -' - — - - --- - - - -- - . — - . - - - - I — — -- - - — • 0 HWY 34 c• X O %NI PLANNING COMMISSION CERTIFICATION UJ O Q oo 11 U o n This is the certify that the Weld County Planning Commission has certified and does hereby recommend to the c c 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 I— / � , 20 . Z O w .00 /y D fn X BOARD OF COUNTY COMMISSIONERS CERTIFICATION O °' O I This is to certify that the Board of County Commissioners, Weld County, Colorado, does hereby confirm and 0 i E adopt this Site Specific Development Plan and Use by Special Review and Development Standards as shown Chair, Weld County Planning Commission _J N o and described hereon this day of , 20 W 00 ri ILn PROPERTY OWNER'S CERTIFICATION drawn by: CDH 5 f9 Chair, Board of County Commissioners checked by: BK Co approved by: -- The undersigned major property owner(s) do hereby agree to the Site Specific Development Plan and Use by ATTEST: Special Review Development Standards as described hereon this ___ day of __ QA OC by: BK ' ,( N 20 ------- project no.: 015-1882 2 N Weld County Clerk to the Board drawing no.:151882 OVERALLSIT.dwg j date: 2/22/2016 BY: _____ — ____ Dated: ____ Deputy Clerk to the Board Signature Signature SHEET • Q 01 00 E 0 0 i a) USR - ra O o cn co VETTING 15 - H WELL PADo • LOCATED IN THE SOUTH HALF OF THE NORTHWEST QUARTER OF u SECTION 15 , TOWNSHIP 5 NORTH , RANGE 65 WEST OF THE 6TH Nco P . M . COUNTY OF WELD , STATE OF COLORADO . tin N J w F- O co CHANGE IN USR BOUNDARYa) C ' 1C0' 2CC ' 4C0' SM 2 SCALE I \ FEET co a) o• co co co / e-=.01 1: III ) u ', a N °3C Co -Co o a 2 C co N In J NOTE THIS DOCUMENT HAS BEEN EXISTING USR 665 : 85 : 3 RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND SOUTH HALF OF THE NORTHWEST QUARTER OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. OF SECTION 15 , TOWNSHIP 5 NORTH , RANGE 65 WEST OF THE 6TH P . M . COUNTY OF WELD OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR 7 EXISTING UTILITY LOCATIONS STATE O F COLORADO (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. 8I . / Know what's below. Call before you dig. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES >- F- Z D 0 BEFORE PARTIAL VACATION O z F LLI 0_ OO O C/) w ¢ Z O H O I- O m � E 5 (0 w H Lii Et U1 , ° 7 ° -c L 1_ ,5' c0 rr \0 w CC 0 N N89 °04' 53 " E 2125 . 97' Ti o N �c N 611//C: W d a 7 II EI EI Z O \ 0 °39 ' 16" W 257 . 14' OD ci:.--- / N89 °05' 56 " E 207 . 06 ' C,� '3C)> / (9 N OD oU /`...0, S55/6 ' 5/W / 3 . 00'LTDCr NO °38 ' 43" W 757 . 56 ' S54°24' 25" W 50 . 00 ' Q / / / / 0_ $60°39' 54" W 283. 00' J CL Q -J V7 m S65 °15' 52" W 112. 00' r 6' / / / / z w _O j / „ w 69 • S69 °09 ' 27 " W 117. 00' - H O co o 569 01 51 WLt U I— Lii o J Q 11 a I Q S89 °21 ' 17 ” W 480 . 59 ' °222 O s u) O I— LW Z Ew C ' X / O C U J CO o III 00d C ,, LO Nip drawn by: CDH Ea co checked by: BK 5 approved by:co --- N QA/QC by: BK cs .� N AFTER PARTIAL VACATION project no.: 015-1882 o N drawing nti1882_VACATIONMAP.dwg j date: 2/22/2016 W SHEET " I 02 a E 0 U ix vi USRY - Fa VETTING 15 - H WELL PAD Z Fa m° c, LOCATED IN THE SOUTH HALF OF THE NORTHWEST QUARTER OF U SECTION 15 , TOWNSHIP 5 NORTH , RANGE 65 WEST OF THE 6TH N 89 P . M . COUNTY OF WELD , STATE OF COLORADO . N NS W H (0c - wz 0 50 ' 100' 200 ' -o __ SCALE IN FEET 03 cl I Thar I LIcD co TO \\ \ It c 3O U 7:1- so - SITE STATISTICS f F, ' � / N O I SURFACE CWNER : SURFACE ■ „! • � / ® � � PROPOSED SITE CONTAINS THE FOLLOWING: � � OWNER : � SURFACE OWNER : WELD COUNTY SURFACE ♦ ♦ •7N LLC O NOTE ' PERRY 0 MILLER SCHOOL DISTRICT OWNER : ♦ ♦ ,e WELLS 24 THIS DOCUMENT HAS BEEN I NO . 6 7N LLC ♦♦ ,, RELEASED S SEPARATORS = 24 ASSOCIATES ONLY FOR REVIEW i - - - - �, - - - BY REGULATORY AGENCIES AND _ _ � _ OIL TANKS = 1 8 OTHER PROFESSIONALS, AND IS - - - I — — — _ c c o — — — — _ - _ _ L SUBJECT TO CHANGE THIS DOCUMENT IS NT I �" T - - - - - - - - _ - _- - WATER TANKS = 4 FOR CONSTRUCOIONO BE USED z0 5' PRIVATE DRIVE EASEMENT — — — •— — — - - — — 60' ROW — lisin- _ ® ® eftI ♦� LIVITS OP 350' OIL & GAS EV SS DN CONTROL DEVICES = 8 CO - . . . . - MMa 0 � �' � �® DISTURBANCE / BUILDING SETBACK OLSSON ASSOCIATES ASSUMES o SURFACE � � h % VAPOR RECOVERY UNITS = 4 NO RESPONSIBILITY FOR La I IEXISTING UTILITY LOCATIONS OWNER : 0 � , (HORIZONTAL EXISTING UTILITIES SR RHOWNjON E - / THIS DRAWING HAVE BEEN R � / � I THAD KRAMER ♦ ♦ li SECTION TYP ( PLOTTED FROM THE BEST I I ,II, ♦♦ dl LINE -- / / I AVAILABLE INFORMATION. IT IS 1 20 . 0 ' / ( LEGEND HOWEVER THE RESPONSIBILITY I TI ♦ ( TYP ) 5. 0 OF THE CONTRACTOR TO FIELD V -Y ® WATER ( TIP ) VERIFY THE LOCATION OF ALL UTILITES PRIOR TO THE I � . POND QUALITY QUALITY I ism mm SET3ACKS COMMIENCEMEENT OF ANY . / � TEMPORARY POND - ( SECTION LINES CONSTRUCTION ACTIVITIES. ♦ � VODULAR 20 ' 0 I EXISTING ROAD ♦ ♦ LARGE VOLUVE / % GREELEY #3 ® 1311 NI TANKS - : - DITCH I ,A L ♦ ♦ PROPOSED ROAD 60 ROW ♦00 ♦ ��I / OOOO O ♦ - . - FLOWLI N E O00 OIL TANKS EDGE OF ASPHALT �' I t _ I O 22 8 ( TYP ) / GAS EXISTING GAS LINE hat'sbbefore Udl . _ • I O KnoCa what's below. 958. 2' I OOOO 0 � O �d �� P 0HE EXISTING OVERHEAD OH EXISTING OVERHEAD POWER ELECTRIC g Q � 1r I ^o0°OOO° CALL 611 SEVENTY-TWO HOURS 30 . 0 ' n PRIOR TO DIGGING, GRADING OR EXISTING CHAIN LINK FENCE G OF X / I _ • , ( TYP ) ♦� - - - - - UNDERGEXCAVATROUND MEMBER UTING FOR THE IILITIEES NI / 250 . 0 'I ' - - 00 YR FLOODPLAIN 500 YR FLODDPLAIN m I I 0 150. 0 ' L. VAPOR RECOVERY UNIT ( TYP ) ♦ / ♦ VEGETATION LINE EMISSION CONTROL ♦ / O PROPOSED WELLHEAD z I Ij • LIMITS OF 150. 0 ' 24. 0' II LIMITS OF DEVICE ( TIP ) / EXISTING WELLHEAD D DISTURPANCE (TYP ) G._ __- 400. 0 ' • WELL PAD O ■ _ PROPERTY ♦ / SECTION CORNER p o E WI ��, � � o V II i LINE •® W a OCL ,, • �� r � ♦ - 500 YR m j / O i- U) O x ( LIMITS OFD I — 50. 0 _, i Q � w N Do Ey ( WELL PAD — 246 . 2' F OODPLAIN o I- Z Li X100 . 0 o c I o O �� PROPOSED ACCESS ♦ ♦� o m CO O I © O @ @ O - =_ ' ROAD ♦/ FUTURE / w ' Ili ALL . ft ' i SANDUSKY cc 0 0 0 0 ♦ 2 ( - 50. 0 ' ♦I ( DRILLED AS cs PROPOSED ACCESS WELLS ♦ EISENMAN to / ♦ ♦ 22- 15 - NO -I - - m ROAD 50. 0 ' ( TYP )HI I � ` � ' , _ � :a" � s0s - - � � � . � � ♦_ — # ) o N = w N O IE u) _ \ ♦I W p Q o ❑ 350' CIL Re GAS ' P -- I 100-YR U 3UILDI G SET3ACK - SAN6USKY 1 - / T , - • = =� ♦ ♦ FLOGDPLAINIn - I. �, T % - __ _ ------ C'5 C V % / . 0# ®® s . - . (V o, w I / H m PROPERTY %, 627 -------1--- i i ♦�• •■ / E �� / ♦ ♦ ♦ EXISTI \ G GATHERING N 0 IL ♦ �/� les SURFACE OWNER : c �c LaI/ • . . . . . ..... � � � � � .� � � NE JOHN 0 SWANSON LIVING TRUST !^1 SURFACE 1 /2 tee.-■� OWNER : KATHRYN 0 SWANSON LIVING Q SURFACE OWNER : - / ALVIN U H / TRUST 1 /2 0_ o CHARLEY D GRAHAV Ir- j HERMAN ,/ Q � � I! III' Z m NI II I / 7M' g can / I / �o / / I Z LLI = I LU O O ° SURFACE OWNER : I W d Q o ALVIN U HERMAN / III > Q II O O x iN1 U J 0 � w O Qcc 0 U o � } Q cli Z wC 3 (7'`Y O 'm x °' O b D w L drawn by: CDH o cn checked by: BK o approved by:in -- i, N O by: BK U ,v N project no.: 015-1882 O N drawing no.: 151882 SIT.dwq. j date: 2/22/2016 Lb SHEET 03 Q 0 0 Diana Aungst From: Erin Mathews < emathews@extractionog.com > Sent: Monday, April 25, 2016 9:42 AM To: Diana Aungst Cc: whighby@gmail.com Subject: RE: USR16-0009 Attachments: Vetting 15H Multi-well with Street Labels.pdf Diana, This project will access minerals within Weld County, City of Greeley, and Garden City. All wells drilled from the Vetting location will be drilled to the west. The north 11 wells will be 2.5 mile laterals that end east of 23rd Avenue. The south 13 wells will be 1.5 mile laterals that end around US-85 Business/8th Avenue. Please see the attached multi-well plan with approximate street labels. Please let me know if you have any additional questions. Thanks, Erin Erin Mathews, PE Regulatory Manager Extraction Oil & Gas Direct: (720) 557-8308 Cell : (970) 302-6171 From : Diana Aungst [mailto :daungst@co.weld .co. us] Sent: Monday, April 25, 2016 8:01 AM To: Erin Mathews <emathews@extractionog.com> Cc: whighby@gmail .com Subject: FW: USR16-0009 Erin : Would you please respond to the question below about subsurface extents. Thanks, Diana Aungst, AICP, CFM Planner ll Weld County Department of Planning Services 1555 N. 17th Avenue - Greeley, Colorado 80631 970-353-6100 ext. 3524 Fax: (970) 304-6498 daungst@weldgov.com www.weldgov.corn 1 44.1.4,40 ) r • rp . co , % ._s f Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise protected from disclosure. If you have received this communication in error, please immediately notify sender by return e-mail and destroy the communication. Any disclosure, copying, distribution or the taking of any action concerning the contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited. From : Wendy Highby [mailto:whighby@gmail.com] Sent: Sunday, April 24, 2016 9: 17 PM To: Diana Aungst <daungst@co.weld.co.us> Subject: USR16-0009 Dear Ms. Aungst, Can you provide me with the approximate boundaries of the subsurface operations planned for this site? I am guessing that subsurface operations for USR16-0009 might extend under both Greeley and Evans; is that correct? How far will subsurface operations extend and in what directions? If possible, can you give me the common names of the city streets that would be above the boundaries of the subsurface activity for USR16-0009? Thank you very much for your time and attention . Sincerely, Wendy Highby 1717 17th Ave. Greeley, Colorado 2 20TH STREET (. 7 LANDING POINT TYPICALI I °r _ - - - - - - Ili - - VT-GLENMERE 16- 18 — — S89'57'27 12288.21' es— ® _ "W VT-GLENMERE 3-16-18 S89'57'27"W 12288.73' I °' VT-LDS 1 -16- 18 S89'57'27°14/ 12289.78' Q „VT-L0S C2-16-18 589'57'27V12290.30' - 1.3 I 7 „VT-LDS 2-16-18 589'57'27V 12290.82' I SUf�FACE LOCATION I -L-6- tx I � �\ ®VT-LDS 3-16 18 ,,� \� 589.57.271L.12291 .8 '.\ I '`\ 1.5 I ;VT-LOS C3-16-18 0/ I S89.48142wW 12292.08' + c „VT-LOS 4-16-18 S89'48'42"W 12292.59' L7-7 VT-LDS 5-16-18 S89'48'42"W 12293.63' L9 L8 ®VT-LDS C4-16- 18 S89'48'42"W 12294.15' ®VT-ALLES 1 -16-18 589'48'42"W 12294.67' L11 �,'�r' SECTION 15 T5N R65W SECTION 18 T5N R65W SECTION 17 T5N R65W SECTION 16 T5N R65W VETTING I 12 S89'23'44"W 7803.74' -s - + - ® - ®VE 1I1NG 13 S89'24'14"W®803.12' I L13 / [24TH STREET 23RD AVENUE 11TH AVENUE 0VETTING 14 S89r24'14"w 7802.54' �4 I > ©VETTING 15 S89'24'14"W 7801 .39' I L16 Th VETTING 16 S89'24'14"W 7800.82' ©VETTING 17 S89'24'14"W 7800.24' Lb( L17 a '. 460' \�\°� \�` VETTING 18 \\°` S89'24'14"w 7799.09' I �,N � � - �� 9 1 I 4' I �� ®VEIIING 19 g� S89.24'14"WI7798.52' o,$ J L10 ©VETTING 20 S89'24'14"W 7797.94' I L20 VETTING 21 S89'24'14"W 7796.79' I 4 ®VETTING 22 S89'24'14' 7796.21' L22 V; �VETIING 23S89'24'14.'1"W 7795.x4' L23 CHERRY AVENUE 89r 11' 1 'W 2182.39' DI €i)VE�G 24 S89'44'34"W 2659.14' 9'12'12"W 2643.05' - - - HWY34 310' -., S89'44'10"W 7794.57' 1 1ST AVENUE \''' \' I \\°c 1\' I \°` I .\\b, I \, I 6TH AVENUE UNE TABLE LINE TABLE LINE # DIRECTION LENGTH LINE # DIRECTION LENGTH L1 N67.23'40"W 4155.32' L13 S48.17'22"W 1268.32' SECTION 19 T5N R65W SECTION 20 T5N R65W SECTION 21 T5N R65W L2 N69.21 'o8"W 4071 .44' L14 S43'44'26"W 1401 .21 ' 9 L3 N73'39'09"W 3940.62' L15 536'18'39"W 1670.06' L4 N75'50'15"W 3872.85' L16 S33'43'40"W 1820.63' L5 N78'05'50"W 3810.91 ' L17 S31'32'35"W 1974.35' L6 N82'55'19"W 3728.79' L18 S27'34'44"W 2274.49' L8 N87'43'13"W 3651 .04' L19 526'12'06"W 2434.65' \I` \p` I \I` \t` H �'`\� L7 N85'17'45"W 3686.68' L20 S24'59'42"W 2596.06' A 5 4 SC I 4, 5C I L9 S87'07'57"W 3624.09' L21 S22'34'47"W 2909.35' L10 584'32'59"W 3609.70' L22 521'45'07"W 3073.62' L; 0 L11 S81'57'06"W 3602.69' L23 S21'00'30"W 3238.48' L12 S54'30'54"W 1136.04' L24 S19'23'1 1 "W"W 3558.39' . I I SCALE: 1 "= 1200' 0.6pk. LAMP RYNEARSON 4715 Innovation Drive 970 .226 .0342 I P Fort Collins, CO 80525 970 .226 .08791 F vULTI WELL PAN & ASSOCIATFS www. LRA-Inc.com VETTING 15H drawn by designed by reviewed by project - task number date book and page revisions KJW Extraction EKM 0215036.00 2/26/16 path\flsnameP:\ Engineering\0215036 Vetting 15 H\DRAWINGS\0215036PNT.dwa E 0 U ix vi USRY - Fa VETTING 15 - H WELL PAD Z Fa m° c, LOCATED IN THE SOUTH HALF OF THE NORTHWEST QUARTER OF U SECTION 15 , TOWNSHIP 5 NORTH , RANGE 65 WEST OF THE 6TH N 89 P . M . COUNTY OF WELD , STATE OF COLORADO . N NS W H (0c - wz 0 50 ' 100' 200 ' -o __ SCALE IN FEET 03 cl I Thar I LIcD co TO \\ \ It c 3O U 7:1- so - SITE STATISTICS f F, ' � / N O I SURFACE CWNER : SURFACE ■ „! • � / ® � � PROPOSED SITE CONTAINS THE FOLLOWING: � � OWNER : � SURFACE OWNER : WELD COUNTY SURFACE ♦ ♦ •7N LLC O NOTE ' PERRY 0 MILLER SCHOOL DISTRICT OWNER : ♦ ♦ ,e WELLS 24 THIS DOCUMENT HAS BEEN I NO . 6 7N LLC ♦♦ ,, RELEASED S SEPARATORS = 24 ASSOCIATES ONLY FOR REVIEW i - - - - �, - - - BY REGULATORY AGENCIES AND _ _ � _ OIL TANKS = 1 8 OTHER PROFESSIONALS, AND IS - - - I — — — _ c c o — — — — _ - _ _ L SUBJECT TO CHANGE THIS DOCUMENT IS NT I �" T - - - - - - - - _ - _- - WATER TANKS = 4 FOR CONSTRUCOIONO BE USED z0 5' PRIVATE DRIVE EASEMENT — — — •— — — - - — — 60' ROW — lisin- _ ® ® eftI ♦� LIVITS OP 350' OIL & GAS EV SS DN CONTROL DEVICES = 8 CO - . . . . - MMa 0 � �' � �® DISTURBANCE / BUILDING SETBACK OLSSON ASSOCIATES ASSUMES o SURFACE � � h % VAPOR RECOVERY UNITS = 4 NO RESPONSIBILITY FOR La I IEXISTING UTILITY LOCATIONS OWNER : 0 � , (HORIZONTAL EXISTING UTILITIES SR RHOWNjON E - / THIS DRAWING HAVE BEEN R � / � I THAD KRAMER ♦ ♦ li SECTION TYP ( PLOTTED FROM THE BEST I I ,II, ♦♦ dl LINE -- / / I AVAILABLE INFORMATION. IT IS 1 20 . 0 ' / ( LEGEND HOWEVER THE RESPONSIBILITY I TI ♦ ( TYP ) 5. 0 OF THE CONTRACTOR TO FIELD V -Y ® WATER ( TIP ) VERIFY THE LOCATION OF ALL UTILITES PRIOR TO THE I � . POND QUALITY QUALITY I ism mm SET3ACKS COMMIENCEMEENT OF ANY . / � TEMPORARY POND - ( SECTION LINES CONSTRUCTION ACTIVITIES. ♦ � VODULAR 20 ' 0 I EXISTING ROAD ♦ ♦ LARGE VOLUVE / % GREELEY #3 ® 1311 NI TANKS - : - DITCH I ,A L ♦ ♦ PROPOSED ROAD 60 ROW ♦00 ♦ ��I / OOOO O ♦ - . - FLOWLI N E O00 OIL TANKS EDGE OF ASPHALT �' I t _ I O 22 8 ( TYP ) / GAS EXISTING GAS LINE hat'sbbefore Udl . _ • I O KnoCa what's below. 958. 2' I OOOO 0 � O �d �� P 0HE EXISTING OVERHEAD OH EXISTING OVERHEAD POWER ELECTRIC g Q � 1r I ^o0°OOO° CALL 611 SEVENTY-TWO HOURS 30 . 0 ' n PRIOR TO DIGGING, GRADING OR EXISTING CHAIN LINK FENCE G OF X / I _ • , ( TYP ) ♦� - - - - - UNDERGEXCAVATROUND MEMBER UTING FOR THE IILITIEES NI / 250 . 0 'I ' - - 00 YR FLOODPLAIN 500 YR FLODDPLAIN m I I 0 150. 0 ' L. VAPOR RECOVERY UNIT ( TYP ) ♦ / ♦ VEGETATION LINE EMISSION CONTROL ♦ / O PROPOSED WELLHEAD z I Ij • LIMITS OF 150. 0 ' 24. 0' II LIMITS OF DEVICE ( TIP ) / EXISTING WELLHEAD D DISTURPANCE (TYP ) G._ __- 400. 0 ' • WELL PAD O ■ _ PROPERTY ♦ / SECTION CORNER p o E WI ��, � � o V II i LINE •® W a OCL ,, • �� r � ♦ - 500 YR m j / O i- U) O x ( LIMITS OFD I — 50. 0 _, i Q � w N Do Ey ( WELL PAD — 246 . 2' F OODPLAIN o I- Z Li X100 . 0 o c I o O �� PROPOSED ACCESS ♦ ♦� o m CO O I © O @ @ O - =_ ' ROAD ♦/ FUTURE / w ' Ili ALL . ft ' i SANDUSKY cc 0 0 0 0 ♦ 2 ( - 50. 0 ' ♦I ( DRILLED AS cs PROPOSED ACCESS WELLS ♦ EISENMAN to / ♦ ♦ 22- 15 - NO -I - - m ROAD 50. 0 ' ( TYP )HI I � ` � ' , _ � :a" � s0s - - � � � . � � ♦_ — # ) o N = w N O IE u) _ \ ♦I W p Q o ❑ 350' CIL Re GAS ' P -- I 100-YR U 3UILDI G SET3ACK - SAN6USKY 1 - / T , - • = =� ♦ ♦ FLOGDPLAINIn - I. �, T % - __ _ ------ C'5 C V % / . 0# ®® s . - . (V o, w I / H m PROPERTY %, 627 -------1--- i i ♦�• •■ / E �� / ♦ ♦ ♦ EXISTI \ G GATHERING N 0 IL ♦ �/� les SURFACE OWNER : c �c LaI/ • . . . . . ..... � � � � � .� � � NE JOHN 0 SWANSON LIVING TRUST !^1 SURFACE 1 /2 tee.-■� OWNER : KATHRYN 0 SWANSON LIVING Q SURFACE OWNER : - / ALVIN U H / TRUST 1 /2 0_ o CHARLEY D GRAHAV Ir- j HERMAN ,/ Q � � I! III' Z m NI II I / 7M' g can / I / �o / / I Z LLI = I LU O O ° SURFACE OWNER : I W d Q o ALVIN U HERMAN / III > Q II O O x iN1 U J 0 � w O Qcc 0 U o � } Q cli Z wC 3 (7'`Y O 'm x °' O b D w L drawn by: CDH o cn checked by: BK o approved by:in -- i, N O by: BK U ,v N project no.: 015-1882 O N drawing no.: 151882 SIT.dwq. j date: 2/22/2016 Lb SHEET 03 Q 0 0 s. I � � �ii I I USRal rair IX �' 70 II !iJ :87- I �'r/ Of Z VETTING 1 - H WELL PAD , CO _ - I LOCAT : D IN THE SOUTH HALF F THE NORTHWEST QUARTER OF � �N U co lill SECTION 15 , TOWNSHIP 5 NORTH , RANGE 65 WEST OF THE 6THin O co ill �l41 ( P . M . COUNTY OF WELp , STATE OF COLORADO . I I N Hi_ _ 0 -at QS) w iillr m 0 di • r O cco I • o• 0, c Cc0 a 11.1 _ � _ _ -. 3 all 00 OBS eel01 0° ♦ LOJ SURFACE OWNER : OWNER : e ♦ co SURFACE OWNER : WELD COUNTY OWNER: ♦ , NOTE Mo PERRY" 0 MILLER SCHOOL DISTRICT SURFACE 7N LLC OWNER : , • THIS DOCUMENT HAS BEEN ' , RELEASED BY OLSSON N.O: 6 7N LLC , ,/ ASSOCIATES ONLY FOR REVIEW NBY REGULATORY AGENCIES o - -. �® •- - - - - - - _ - - - r - - - - - - - - OTHER PROFESSIONALS, AND AND I � . �; - - - - j - , -�% _ /_ _ # - SUBJECT TO CHANGE. THIS _ �_- t �: o _ . - - - - %� - E USED DOCUMENT IS; - - - - _. . -- - - - < - - - - - - - - -- - - - - - - - - - - - - T - FOR CONSTRUCTION. B O 4 Q - - - - I r. � - - -- -- — — — — - — — — — - - — — — — / �,, � — — — — - - — — — / is ow in- sa Q 5' _PRIVAIL- DRIVE—EASEMENT 'a0' ROW — �� -� � � � � LVTS OF 35G' OIL & GAS `S I . s . . . 40 DISTURBANCE BUILDING SETBACK OLSSON ASSOCIATES ASSUMES N e t / n NO RESPONSIBILITY FOR CO Illill�� SURFACE 0 se ♦ - , - EXISTING UTILITY LOCATIONS SEPARATORS LT) OWNER : - (HORIZONTAL OR VERTICAL). THE SECTION QN TYP ii / EXISTING UTILITIES SHOWN ON TH AD KRAMER ( ) , '� , THIS DRAWING HAVE BEEN t I ` LINE PLOTTED FROM THE BEST h o ii K � ' AVAILABLE INFORMATION. IT IS IHOWEVER THE RESPONSIBILITY 0 5 . 0' ,� • / ; I OF THE CONTRACTOR TO FIELD - ,� WATER -YP ) ( TYP ) _. � �• i - VERIFY THE LOCATION OF ALL U / UTILITIES PRIOR TO THE I I QUALITY WATER - , �, - / �. COMMENCEMENT OF ANY - i POND QUALITY ��, � - % CONSTRUCTION ACTIVITIES. Q M ♦ EMPORARY POND �V c ELII 1 - F' ,, E VOLUME A� 20. 0 � � � . , /// r � ♦ MODULAR 811 8 ♦ TANKS �� `\VA� C GREE EY_ 3 �� ' 00 N so Row �� ' �t DITCH } - OIL TANKS � . B IP IH 958. z' 2- s' ( TYP ) Know what's below. ♦ / I ♦ ♦ Call before you dig. - - �- =� / CALL 811 SEVENTY-TWO HOURS ♦ - - ,- G �" 7 PRIOR TO DIGGING, GRADING OR.Sliliiiiicc _ . I _ _ - ,.� - ,„ "� ' - .,. ♦ EXCAVATING FOR THE MARKING OF NI -.411A P i L _ - / - 0 Y`w/G� ♦ I' DAVID HE OWNER : UNDERGROUND MEMBER UTILITIES 5G . 0 ' I 250 VAPOR RECOVERY UNIT { T P ) 7 SS CHEOPNER o EMISSION CONTROL MITSOF 50 . 0' 24' 0 \\ LIMITS OF DEVICE' ( TYP ) A0: DLSTURPANCE YP ) 400. 0 ' WELL PA zo of LB I PROPERTY E I w r ^ o a LINE .. . d Q 111 ; ' O O O 0 n L ♦ U 0 X Q LIMITS OF 'I 150 . 0 A ' ', _ ��,...../� '� \ _ _ 500—YR I1 + o CO Q Z oo F r WELL PAD 270 . 2 ' ilea-----" FLOOTPLAI \ 0 co O oo re 00. 0 r / � PROPOSED ACCESS LT) LEI ROAD 0.-----1. ®/ ei CT)p D U �:, ® O ,tz GO O_ � � i // FUTURE o 0 0 o LJJ aFAAIMEM 50. 0 ' SANDUSKY #2 Ct C/) 7 - - - - , /_ i' p a � (DRILLED ASCO U I , /- � � EISENNAN N a PROPOSED ACCESS_ WELLS ♦ ♦ � _ / � r — - #22 - 15 ) o N = III ROAD 50. 0 ' ( TYP ) � w � � � � o � � � ao ' - - - ' V) • N I I® _ ' w p Q o ❑ ❑ ❑ •350' OIL 6c GAS lb 100 `RSANDUSKY 1 / LB BUILDINGCf) SETBACK . • � Or / FLOODPLAIN In f 100 (1) lipp CI Illi III1 PROPERTY- _ i 0' • LINE �� ♦ , EXISTING o Nl , _ , I. I u � ♦ , / - - � ' GATHERING SURFACE OW\ ER : on 4* j _ _ � � '� '� LINE I 0 SWANS G TRUST CL e Air..- 4, _ •/ see JOHN ON uV1N o SURFACE 1 /2 ,• r■��; g �� . KATHRYN D SWAN SON LIVING 1 OWNER : n 0 SURFACE OWNER : ALVIN J I . TRUST 1 /2 o CHARLEY D GRAHAV HERMAN • • Q U7 N / - • r Q I 00 - + ,��(( iC O i Z H 0 �I - H w 0 7 r�l is ` H J SURFACE OWNER: / ffed, S L11 O. Q 10 Ct 0 - 0 # aLVIN J "HERVAN > Q O 0 noow x Iirir J iN - U IJJ n E 24th STREET } - — z Ew 0x 03 / O ta o _ Q o ' N 0_ w i N - ` IIIIP- R drawn by: CDH o LOID Lo / checked by: MC 0 �o + approved by: -- U / Qproject no.: MC 015-1882 O N . !°1 - _ SURFACE OWNER : drawing no.: 151882 SIT with • AN ADARKO E&P date: 03/28/2016 o - L•zz i I I COMPANY LP t SHEET Q t WILDR E .. .. _ _ _ -- - - - _ - _ _ - - _ // D E S G N - - - - - - - - - - - _ _ _ _ _ _ _ _ 6 _-IItltl U � ® cif . _ _ _ � ' % 6' WOOD PRIVACY FENCE, i I I • ■ ■ ■ • 11V / I RE: DTL 1 /L101 , TYP. +1 ) ', 6' CHAIN LINK FENCE, BLACK, ' RE: DTL 2/L101 , TYP. ��al / .„<<"' VETTING 15-G WELL I O - . . Ili, A - • - I SEPARATORS, TYP. / ,42;c \. PAD Io ■ I � � 'III WATER QUALITY POND •••• • , LOCATED IN THE SOUTH HALF OF i ) ` II ;; '1'' OO • • THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 5 NORTH , ' WATER QUALITY POND ' OOH • • • ,• RANGE 65 WEST OF THE 6TH P. M . PROPERTY LINE v� I /IH • • __�- r � _ � !� o . ',■ TEMPORARY MODULAR �'y • ' LARGE VOLUME TANK =_ - - - OOOOO • • / GREELEY #3 DITCH COUNTY OF WELD STATE OF 14 PP i I �� ••• OIL TANKS, TYP. COLORADO 1 1 • 8 GT +i II� DOOO �0• �` III 11 PN ' • �— I I I� OO. 0�0\ Owner 6' WOOD PRIVACY FENCE, 1 11 � i �,o RE: DTL 1 /L101 , TYP. ' �I1 �\ �� o`��° Extraction Oil & Gas 0 / 11 IAI ' j \ ' Landscape Architect 01 I •" Wildrye Design LLC I �, I 1�1 802 Senecio Ct ± 30' WELLS, TYP. Lafayette, Colorado 80026 I I �� ■ v O @ @ © CI a O I ' 303 325 1461 b l ® �,i • . � . DO NOT CUT TREE LEADER , PRUNE a @ ----Y 1 ----- / ONLY CROSSOVER LIMBS , CO-DOMINANT �� o O O O / LEADERS, AND INJURED BRANCHES. I \ ■ o O0 O I � W w1 W �%J o @ @ O Q� _ pl • Z / O O U ! 1. / \ • • T i ! / . SET STAKES IN FIRM SOIL, 3 STAKES PER TREE. USE WIRE CANTILEVER GATE, • I AND FASTENERS TO ALLOW 3"-4" OF TRUNK MOVEMENT. RE: DTL 3/L101 I • ; - I FLAG WIRE WITH X" DIA. WHITE PVC PIPE. SET FASTENERS PROPOSED ACCESS ROAD I I) • I AROUND CROTCH OF LOWEST BRANCHES. ' WRAP TRUNK FROM BOTTOM TO FIRST BRANCH. WRAP I� I PAPER WITH OVERLAP TO COVER ALL BARK, SECURING ■ = I WITH STRETCHABLE TAPE. RE: SPECS ON TIMING OF WRAP. • ' PLACE 6' DIA. MIN. MULCH RING W AROUND TREE. SPECIFIED MATERIALS VARY iz AND SHOULD NOT CONTACT TREE TRUNK. a co ® I BACKFILL PER SPECS +i ' ■ ■ ■ ■ ■ ■ PLACE ROOTBALL 3"-4" HIGH WITH RESPECT TO GRADE i c a ® GI 6' CHAIN LINK FENCE, BLACK, I ,. .�_ PER SPECS. DO NOT COVER ROOTBALL WITH SOIL. OBTAIN RE : DTL 2/L101 , TYP. i APPROVAL OF TREE HEIGHT PRIOR TO FINAL PLANTING. 6' WOOD PRIVACY FENCE, x REMOVE WIRE BASKET AROUND ROOTBALL AND PEEL I 9 CO : RE: DTL 1 /L101 , TYP. =\ 1 BACK BURLAP 1 /3. -�� SCARIFY ALL SIDES OF SUBGRADE I I I I I 1_I I , „ III1 1I I 3X DIA. OF ROOTBALL_ ' I ' i DECIDUOUS TREE PLANTING Stamp: C-1) NTS ED I 50 1 I 0 00 200 Scale: V = 100 PLANTING NOTES PLANT LEGEND 1 . PLANT QUANTITIES ARE PROVIDED FOR CONTRACTOR'S CONVENIENCE ONLY AND SHALL BE VERIFIED BY QTY. ABBR. BOTANICAL NAME COMMON NAME SIZE NOTES CONTRACTOR BY REVIEWING PLANTING PLAN SYMBOLS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL PLANT MATERIAL INCLUDING SEEDED AREAS IN A DECIDUOUS TREES (RE: DTL 1 /L100) < - HEALTHY STATE DURING CONSTRUCTION . ANY DAMAGE TO PLANT MATERIAL DUE TO NEGLECT BY THE o 9 CO CELTIS OCCIDENTALIS WESTERN HACKBERRY 2" CAL. B&B, STAKE & GUY CONTRACTOR SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. GLEDITSIA TRIACANTHOS INERMIS 3. ALL TREES TO BE MULCHED WITH WESTERN RED CEDAR MULCH , DEPTH PER DETAIL. Q9 8 GT SHADEMASTER' SHADEMASTER HONEYLOCUST 2" CAL. B&B, STAKE & GUY - DO NOT CUT TREE LEADER , PRUNE Issue: CONIFER TREES (RE: DTL 2/L100) � ONLY CROSSOVER LIMBS , CO-DOMINANT Preliminary Landscape Plan 01 /15/16 IRRIGATION NOTES .. LEADERS AND INJURED BRANCHES. 11 PN PINUS NIGRA AUSTRIAN PINE 6-8' HT. B&B, STAKE & GUY 1 . ALL IRRIGATION WILL BE PROVIDED BY TRUCK MOUNTED WATER TANK. NO PERMANENT IRRIGATION LINES WILL PLACE 6' DIA. MIN . MULCH RING AROUND 14 PP PINUS PONDEROSA PONDEROSA PINE 6-8' HT. B&B, STAKE & GUY �_ BE INSTALLED . EXTRACTION WILL MAINTAIN THE LANDSCAPING FOR THE FIRST YEAR AFTER INSTALLATION OR TREE. SPECIFIED MATERIALS VARY PER UNTIL IT BECOMES ESTABLISHED BUT NOT LONGER THAN 18 MONTHS. AFTER THAT, ALL LANDSCAPING WILL BE PLANS AND SHOULD NOT CONTACT TREE TRUNK. MAINTAINED BY THE SURFACE OWNER. SET STAKES IN FIRM SOIL, 3 STAKES PER XI y TREE. USE WIRE AND FASTENERS AND ALLOW SYMBOLS LEGEND \ FOR 3-4" OF TRUNK MOVEMENT. FLAG WIRE -a 6' WOOD PRIVACY FENCE, RE: DTL 1 /L101 WITH %" DIA. WHITE PVC PIPE. / BACKFILL PER SPECS Project Number: 15-006 6' CHAIN LINK FENCE, BLACK, RE: DTL 2/L101 -I +. ! PLACE ROOTBALL 3"-4" HIGH W/ RESPECT Date: 11 /23/15 �,rx . < TO GRADE PER SPECS. DO NOT COVER -_ ROOTBALL WITH SOIL. OBTAIN APPROVAL Drawn By: CS OF TREE HEIGHT PRIOR TO FINAL PLANTING. REMOVE WIRE BASKET AROUND ROOTBALL = AND PEEL BACK BURLAP 1/3. I 11_i LANDSCAPE PLAN , NOTES -II III I III I II I I I II I III I II I II ; SCARIFY ALL SIDES OF HOLE II II IIIIII -- 3X DIA. ROOTBALL & DETAILS r� EVERGREEN TREE PLANTING L100 y NTS NOTES: 1 . ATTACH CHAIN LINK FABRIC TO OUTSIDE OF FENCE. 2. HANG WIRE MESH SO THAT THE BOTTOM OF THE MESH IS NO MORE THAN 1 " ABOVE FINISH GRADE 3. FENCE MESH AND HARDWARE SHALL BE CLASS 2-B BLACK VINYL COATED. 4. FENCE POSTS AND RAILS SHALL BE BLACK POWDER COATED. W I L D R E NOTES: FENCE SECTION FABRIC TIES: 12 GA. WIRE 10' 0" E S G N . FENCE TO BE STAINED PER OWNER APPROVED COLOR. O.C..C. MAX. 12" O.C. AT POSTS , 24" O .C. AT RAILS Q TERMINAL POST CAP FRONT < > BACKTOP RAIL: 1 %" O . D. LONGEST 4x6 CEDAR POST, TYP. PULL POST, CORNER POST, TERMINAL POST: 2/8" O.D. LENGTHS AVAILABLE 6" f f 4x6 CEDAR POST, TYP. 4" H -/ TENSION BAR : Y" X %" MIN. 1x6 CEDAR TOP r 2x6 PRESSURE TREATED TOP SUPPORT, _ r ✓ TRIM, TYP. SCREWED INTO CEDAR POST, TYP. I : i��►��i�� i�i�i�i�i��♦ �%i�i�i�� VETTING 15-G WELL 1x6 CEDAR TOP TRIM , TYP. ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ PAD 1x6 CEDAR PICKETS W/ o .--------- 1x6 CEDAR PICKETS W/ %" GAP ♦ ♦ � ♦ ♦ ♦ ♦ � ♦ ♦ ♦ ♦ ♦ ♦ %" GAP BETWEEN BETWEEN PICKETS, TYP. ♦♦♦♦ ♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ LOCATED IN THE SOUTH HALF OF ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ THE NORTHWEST QUARTER OF PICKETS, TYP. 2x4 PRESSURE TREATED CENTER SUPPORT, ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ SECTION 15, TOWNSHIP 5 NORTH , o i- SCREWED INTO CEDAR POST, TYP. ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦I RANGE 65 WEST OF THE 6TH P. M . o / FG FG 2x6 PRESSURE TREATED BOTTOM SUPPORT, ♦♦♦♦♦♦ ♦♦♦♦♦♦♦ COUNTY OF WELD STATE OF SCREWED INTO CEDAR POST, TYP. o COLORADO to 1x6 CEDAR BOTTOM / 1x6 CEDAR BOTTOM TRIM , TYP. TRIM , TYP. Owner • - 1 -..- _ SLOPE CONCRETE AWAY FROM POST, TYP. 1 Extraction Oil & Gas 7'-6" O.C . MAX. - - Q CONCRETE FOOTING FRONT ELEVATION N UNDISTURBED SUBGRADE Landscape Architect HI HI f f 4x6 CEDAR POST, TYP. HE IIIII I ( Wildrye Design LLC I1 I I 1• 4 — fa _; 802 Senecio Ct 2x6 PRESSURE TREATED TOP Z I I I I FG Lafayette, Colorado 80026 SUPPORT, SCREWED INTO - ' 303 325 1461 CEDAR POST, TYP. to 12" DIA. LINE POSTS: 2 %" O. D. 9 GA. 2" MESH -I TENSION CLAMP: 14 GA. X 1 " @ 12" O.C . I TENSION WIRE, 7 GA. 2x4 PRESSURE TREATED SECTION CONCRETE FOOTING SECURE W/ HOG RINGS TO Z - FABRIC AT FENCE SECTIONS CENTER SUPPORT, SCREWED COMPACTED SUBGRADE INTO CEDAR POST, TYP. o , En I 2x6 PRESSURE TREATED - III 4 _ BOTTOM SUPPORT, SCREWED _ I I _ INTO CEDAR POST, TYP. to I - , BACK ELEVATION -III - 12" DIA. - ELEVATION C6' CEDAR PRIVACY FENCE ITh CHAIN LINK FENCE l 1 /2" = 1 '-0" 2) 3/4" = 1-0" NOTES: GATE MOUNTING POSTS / 1 . GATE TO BE MOTOR OPERATED BY REMOTE KEY PAD AND MOTION SENSOR. CONTRACTOR TO INSTALL BOTH GATE MOTOR SENSOR (S) AND KEY PAD PER MANUFACTURER'S DETAILS AND 10%z, GATE POSTS SPECIFICATIONS RECOMMENDED FOR THE LENGTH OF THE CANTILEVER GATE. W/ LOCKABLE LATCH 2. CONTRACTOR TO DETERMINE, AND COORDINATE POWER SOURCE AND ASSOCIATED ELECTRICAL DESIGN AND BUILD FOR THE GATE MOTOR , REMOTE KEY PAD AND MOTION SENSOR. Stamp: 3. GATE TO OPEN FROM OUTSIDE VIA KEY PAD. U I 4. GATE TO OPEN FROM INSIDE VIA MOTION SENSOR. u u u 5. GATE TO CLOSE AUTOMATICALLY. 6. GATE TO HAVE SAFETY PRECAUTIONS TO AVOID CLOSING ON VEHICLES OR PEDESTRIANS. 7. VALUES SHOWN ARE NOMINAL AND ARE NOT TO BE USED FOR INSTALLATION PURPOSES. USE FENCE POST FENCE LINE 5Y2' MANUFACTURES'S PRODUCT SPECIFICATION AND DETAILS FOR INSTALLATION REQUIREMENTS. 8. VERIFY EXACT GATE LENGTHS AND POST LOCATIONS IN THE FIELD PRIOR TO FABRICATION AND INSTALLATION OF GATE AND GATE COMPONENTS. a (j 9. ALL GATE MATERIALS TO BE BLACK POWDER COAT. • ° • I I I F d ,,, GATE , % \ �� Issue: HEIGHT � , / N` •••.N., Issue: Preliminary Landscape Plan 01 /15/16 6' , / � � NN, NN • ' -' N N. NN NN • I . • - _ a , [. L • . 48" Project Number: 15-006 • Date: 11 /23/15 Drawn By: CS •,�, ... • • , FENCING DETAILS VARIES - 20' GATE OPENING CJCANTILEVER GATE - MOTOR OPERATED WITH KEY PAD L101 3 NTS E S U in cr vi USR - N C 0 0 N VETTING 15 - H WELL PAD v LOCATED IN THE SOUTH HALF OF THE NORTHWEST QUARTER OF co SECTION 15 , TOWNSHIP 5 NORTH , RANGE 65 WEST OF THE 6THtin cnro P . M . COUNTY OF WELD , STATE OF COLORADO . ® `ncn Ct J ® W i— CO N 5 CO co ill N o• co m co T 0 N W C c o _co a F, LO d CO > N O NOTE UTILITY & GOVERNING AGENCY CONTACT LIST THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND WELD COUNTY PLANNER COMCAST COMMUNICATIONS OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DIANA AUNCST SILL = LAIR DOCUMENT IS NOT TO BE USED 1150 0 STREET 3737 W. 10th ST FOR CONSTRUCTION. GREELEY, CO 80631 GREELEY CO . 80634 720- 490- 3891 OLSSON ASSOCIATES ASSUMES FIRE DEPARTMENT XCEL ENERGY LI WI_ U __ __"� r N. NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS TERRY STENCEL --- ^ ~ DALE LYMA\ - ____. _ FIRE MARSHALL 1500 6th AVE J I - - - - TH(HOIS DRAWING HAVE BEENRIZONTAL OR L). THE 970- 350 - 9798 GREELEY CO , 80631 I III I 1 1 f l I I - - = EXISTINGDRAWL G HAVE BEIES NN ON 970 - 395- 1207 -. _mum ■n ■IIIIIIIIIj 1 I I _- _I - - PLOTTED FROM THE BEST -pp :- MUM'S _ I AVAILABLE INFORMATION. IT IS ILITY PUBLIC WORKS 111111 liu ■uu .� UIIIII'111 1111111nl, -II - �� - OFHOtTHE CONTRACTOR TO EVER THE FIELD CENTERY LINK ��' ■ = - I VERIFY THE LOCATION OF ALL JAY MCDONALD ••••• : _ _ III I PROPOSED CARSON ORTEGA al. = i• .� c - DIRECTOR 2505 1st AVE ^ �: •• •■• mmmIIIIBIIIII= — UTILITIES COMMRIOR ENCEMENT AN 970- 304- 6496 t_1_il � - 8 &. - SITE CONSTRUCMENTOFANY GREELEY CO , 80631 IP .. �� uuuun ui i i ___ — — CONSTRUCTION ACTIVITIES. 970 - 392- 4837 � !;7, •. U_ ATMOS ENERGY = •• ��IIII ii i- zo-__ r- .. .. 1111111111 - 811 8 JERRY ADAMS MIN - rI I I I I II ! Quill - ., 200 11th AVE .._-C. _ .. .� GREELEY CO . 80631 I -- -- - - -- _- -. 970- 304- 2075 - - -- _- -_ - -- _- _- _ _- - - == -- == _ Know what's below. _ =- _ - -- -- -- a _ ,�Iii -- -- -- -- - w x.11 Fil - -- _- -- t CALL 811 SEVEll NTY-TWO O O dig. 1111 -- :: :: :: Sheet List Table �° _ __ -_ ._ _. PRIOR TO DIGGING, GRADING OR �� 1111111 - EXCAVATING FOR THE MARKING OF 111111111 1111111 Sheet Number Sheet Title _UNDERGROUND MEMBER UTILITIES III iiilili J 1111111 •/ IIIi1111111111111111 •• •• •• •� 11111111111111111111 1 COVER SHEET - -- -- -- -- - -- -- -- -- - -- -- -- -- IiiI111111I11111I111 Z - -- -- -- _: """""""""" 2 GRADING PLAN - _--- ---_ ---- -- I I I I I II II I I I I I II II I I - -- -- -- .- Iii11111111111111111 Z O ? == == == ?_ IIIIIIIIIIIIIIIIII 3 EROSION & SEDIMENT CONTROL PLAN ° Ill 0 111111Ipp iiuuuuuuuu U o 11111��111 ." 111111111111111 LEGE \ 1 [ .. y- 4 EROSION & SEDIMENT CONTROL DETAILS w Q Z -=_ m PROPERTY LINE - -0 E - • OIL AND GAS SETBACK - �� 1 w I- LLJ x x x FENCE . Ico 0 0 0 0Et TEL EXISTING UNDERGROUND TELEPHONE LINEco / OVT EXISITNC OVERHEAD TELEPHCNE LINE C EXISTING GAS LINE VICINITY MAP a aLl O 01 5750 PROPOSED CONTOURS SCALE : 1 " = 1000' N - - - - 5751 - - - - EXISTING CONTOURS w SILT FENCE L.:; p Q o p p p SD EXISTING STORY w WATER LINE 1J7 ROAD cyi TEMPORARY DIVERSION N o LIMITS OF DISTUEA \ CE a) EXISTING SA \ ITARY SEWER ENGINEER OPERATOR OWNER at EXISTI \ G UNDEGOU \ D POWER OLSSON ASSOCIATES EXTRACTION OIL AND GAS , LLC 7N , LLC o o 5285 VcWHINNEY BOULEVARD , SUITE 160 370 17th St. SUITE 5300 370 17th St . SUITE 5300 2 �N I PHONE: LOVELAND , CO 80538 DENVER , ( 970 ) 557- 8300 PHONE : ( 970 ) 55 Co 0 202 DENVER , CO 007 - 8300 GRAVEL PHCNE: ( 970 ) 461 - 7733 E O PROPOSED WELL > 2 2 I- 0 FOUND 1 /2" RE3AR 12) �' w w w m s WITH 1 " YELLOW, PLASTIC CAP 2 e STAMPED " KSI H 22098" (� w _E UNLESS OTHERWISE SPECIFIED Z OtY c I- Q > OQ m 72" DECIDUOUS TREE AND SIZE CL C POWER POLE AND GUY > Q O fI o cm x U O VANHOLE O I h 0 J jN Y FIRE HYDRANT 0 Qco ,- x WATER VALVE 0 O Ln • c © GAS METER Q u1 pop LIGHT POLE / w Z o M POWER RISER D Q) P POWER METER O I ® TELEPHONE RISERo Q jE J 0' N LLI cc c . . n I drawn by: CDH 5 cc checked by: BK o approved by: -- co N QA/QC by: BK c ,c) N project no.: 015-1882 O N drawing no.:151882 CoverSheet.dwg jo date: 2/22/2016 o Lb SHEET 6 1:I=1 < 1 0 0 E ' I \ 0 in m w o I I 'i m N I - _ < o lir - N c3— - - - - --- - "- - ;- - - - - _ - --- - - — 4648 04 4648 57 i tin in T - ®� _ - - 464750 dg4yv rn �� DIVERSION DITCH 4648. 64 ,‘11 6 Q \k‘ 4648. 46 �= ° mss I 4646 . 00 4648 . 50 t 77 • � 4648.68 _ m - WATER QUALITY POND 2 0 ' 50 ' 100' 200 ' WCCV. 1697 CF - o % SCALE IN FEET o — — - r WQ WSE: 4647. 75 QP� = > d 4g POND BOTTOM ELEV: 4646 . 00 4 / Q- o 8 _ / ' O O� / / 4648 . 76 o m III DRAIN TIME : 7 . 5 HR 3 QP' \v L0 /- / , mco / I I � � �Qc / b�• P� 4648. 50 GRADING NOTES = � o SEPARATOR 5 �0 �Q4 o I TIE TO EXISTING O ' (TYP ) �� 'PAP h / / . 3 � o WATER QUALITY POND 1 4648. 20 ��4 �� i / 1 . EROSION CONTROL MEASURES MUST BE IN PLACE PRIOR TO ANY LAND DISTURBING ACTIVITY 2 F, WQCV: 2572 CF toy° 4645 . 42 A6 4646. 00 / OO / COMMENCING. co 0 WQ WSE: 4647. 08 o z8 ♦ �� I POND 30TTOV ELEV: 4645. 42 _ • C 2. NO ASPHALT OR CONCRETE PAVING SHALL ? E INSTALLED UNTIL ALL UTILITIES IN OR .�,..,., - O > CROSSING PAVED AREAS HAVE BEEN INSTALLED AND THE BASE COURSE IS APPROVED . NOTE DRAIN TIME : 6 HR DIVERSION DITCH � � � � THIS DOCUMENT HAS BEEN I + 3. BASE MATERIAL AND ASPHALT SHALL HE INSTALLED PER GEOTECHNICAL RECOMMENDATIONS RELEASED BYOLSSON T 4648 . 82 � • � ' 5 • - / AND SPECIFICATIONS . ASSOCIATES ONLY FOR REVIEW N 4648. 20 � " BY REGULATORY AGENCIES AND Dv 4648 . 50 TANKS / • / 4. CONTRACTOR SHALL FIELD VERIFY ALL INFORMATION AND IMMEDIATELY NOTIFY ENGINEER OF OTHER PROFESSIONALS, AND IS I �50% \ OOOO Q O �/ ( TYP ) SUBJECT TO CHANGE. THIS _ \ O ANY DISCREPANCIES. DOCUMENT IS NOT TO BE USED / DIVERSION DITCH \ D \ � . i ! 0000° ' 4648. 50 FOR CONSTRUCTION. EMISSION CONTROL _ 0000 /j • 5. CONTRACTOR SHALL CONDUCT SAMPLING AND TESTING QUALITY CONTROL PER THE PLANS 4648 . 98- . . ° DEVICE ( TYP ) O / / AND CEOTECHNICAL RECOMMENDATIONS. � I VAPOR 4648. 50 , > / RECOVERY 6 . PRIOR TO EEGINNING ANY CUT OR FILL, CONTRACTOR SHALL STRIP EXISTING GROUND TO OLSSON ASSOCIATES ASSUMES I I 4649 4648 . 82 Il UNIT ( TYP ) REMOVE ALL VEGETATION . NO RESPONSIBILITY FOR I % 1PAD ELEVATION : 4648 . 82 / II 11 -- 7. TOPSOIL SHALL BE REMOVED WHERE STRUCTURES ARE TO BE BUILT. TOPSOIL SHALL BE (HORIEXISTZONTAL TAILOYLERTICA ). / -- f'> (HORIZONTAL OR VERTICAL). THE ECD & VRU STORED CLEAR OF THE CONSTRUCTION AREA. CCNTRACTOR SHALL TAKE CARE TO PREVENT EXISTING UTILITIES SHOWN ON 4648 . 50 PAD ELEVATION : THE TOPSOIL FROM BECOMING MIXED WITH SU3SOIL. THIS DRAWING HAVE BEEN 0 ® O a Q Qo _ 4648 . 82 • III - 4648 . 50 PLOTTED FROM THE BEST DIVERSION DITCH PROPERTY a O / 8. DO NOT PLACE FILL OR BACKFILL IF FILL OR BACKFILL MATERIAL IS FROZEN OR IF THE AVAILABLE INFORMATION. IT IS / NE 0 Q ® SURFACE UPON WHICH FILL OR BACKFILL IS TO 3E PLACED IS FROZEN . HOWEVOF THEER THE THE RESPONSIBILITY TO FIELD -_ �45 48 . 35 � I = WELL �• I i 9 . 3ACKFILL AROUND STRUCTURES: CONTRACTOR SHALL PLACE BACKFILL AROUND CONCRETE VERIFY THE LOCATIONOFALL - ;i ( TYP ) 4648 ' 82 STRUCTURES ONLY AFTER THE CONCRETE HAS ATTAINED THE SPECIFIED COMPRESSIVE UTILITIES PRIOR TO THE i i COMMENCEMENT OF ANY co o I I STRENGTH . CONTRACTOR SHALL REMOVE ALL FORM MATERIALS AND TRASH FROM THE o O © O @ @ © O = / I I I / EXCAVATION BEFORE PLACING ANY BACKFILL. CONTRACTOR SHALL NOT OPERATE CONSTRUCTION ACTIVITIES. L.no O O J EARTH — MOVING EQUIPMENT WITHIN 5 FEET OF WALLS OF CONCRETE STRUCTURES FOR THE N OD0 — YR i PURPOSE OF DEPOSITING OR COMPACTING BACKFILL MATERIAL. CONTRACTOR SHALL o + FLO _ = COMPACT BACKFILL ADJACENT TO CONCRETE WALLS WITH HAND - OPERATED TAMPERS OR U811 8 I % ' ., - SIMILAR EQUIPMENT THAT WILL NOT DAMAGE THE STRUCTURE. CONTRACTOR SHALL PLACE 4648 . 82 �� = ACCESS _ FILL IN LIFTS NOT MORE THAN 8 INCHES THICK PRIOR TO COMPACTION AND COMPACT IN ACCESS ROAD ,--------____/ ACCORDANCE WITH QUALITY CONTROL NOTES . KIIOWwhat's below. a ROAD Call N \ 4F' 4 _� 8 > _ -- J --- ---o•--2 "-� QUALITY CONTROL NOTES CALLPRIOR TO DIGGING, GRADING OR / °q �i�i 1 --- _ EXCAVATING FOR THE MARKING OF 0,��% �i UNDERGROUND MEMBER UTILITIES I I I V \ = ) ___------_0=I/ , 1 . MOISTURE DENSITY TESTS: THE FOLLOWING TESTS SHALL 3E CONDUCTED ON - \ \ -- O .203, . .-n-- 100- YR REPRESENTATIVE SAMPLES OF EACH TYPE OF MATERIAL ENCOUNTERED OR FLOODPLAIN UTILIZED AND WILL BE USED AS A BASIS FOR COMPACTION CONTROL. 2 7q I I ,- RD // O 7 . 1 . 1 . ASTM D698 OR AASHTO T99 - STANDARD METHOD OF TEST FOR MOISTURE z O a 4650, I /- r- / � Ni „,<- ' DENSITY REATION OF SOILS USING A 5 . 5 L3 RAMMER AND A 12 - INCH 0 _I �. 17 � �% DROP . o_ c % // L2 USE METHOD A, 3 , C OR D AS APPROPRIATE, BASED ON SOIL CONDITION O co a ___ __ — _ � - AND JUDGMENT OF THE TESTING LABORATORY. o Q Z ml 1 . 3 . DETERMINE AND PROVIDE OPTIMUM DENSITY CURVE FOR EACH TYPE OF o H O M II - - MATERIAL ENCOUNTERED OR UTILIZED . INCLUDE A EREERG LIMITS , CRAIN z m Do SIZE DETERMINATION AND SPECIFIC GRAVITY. - O) co i _ rn �� w W /' I 2 . ASTM D2049 EST FOR RELATIVE DENSI Y OF COHESIONLESS SOILS . r Ct = I 7 / COMPACTION CONTROL: co w / `- FIELD TESTS WILL BE CONDUCTED TO DETERMINE COMPLIANCE OF COMPACTION Lu N LI -i -i -i = Q I \\ METHODS WITH SPECIFIED DENSI Y IN ACCORDANCE WITH ONE OF THE FOLLOWING o N s n — �I L METHODS : eci- • X I 2 . 1 . 1 . ASTM 72922 TESTS FOR DENSITY OF SOIL AND SOIL AGGREGATE ', _____A I I L IN PI ACE BY NUCLEAR VF HODS . w o a n n o 0 Lb co I vz 2 . 1 . 2 . ASTM D1556 - TESTS FOR DENSITY OF SOIL IN - PACE BY THE SAND CONE METHOD . 2 . 1 . 3 . ASTM D2167 - TESTS FOR DENSITY OF SOIL IN - PACE EY In RU33ER - BALLOON METHOD . O - N 0 3 . FIELD DENSITY TESTS SHALL BE MADE BY A GEOTECHNICAL ENGINEER . QUANTITY XI AND LOCATIONS SHALL 3E AT THE DIRECTION OF THE GEOTECHNICAL ENGINEER . (.3 N wlw DENSI Y TESTS SHALL BE TAKEN IN COMPACTED MATERIAL 3ELCW THE DISTURBED N Lc SURFACE. WHEN DENSITY TESTS INDICATE THAT THE DRY DENSITY OR MOISTURE m c CONTENT OF ANY LAYER OF FILL OR PORTION THEREOF IS 3ELOW THAT REQUIRED , THE PARTICULAR LAYER OR PORTION SHALL BE REWORKED UNTIL THE REQUIRED DRY DENSITY OR MOISTURE CONTENT HAS BEEN ACHIEVED . CCw jQ 4. COMPACTION SHALL 3E MINIMUM OF 95 % OF OPTIMUM DENSITY, IN ACCORDANCE _ in c WITH ASTM D 698 , AT A MOISTURE CONTENT OF NOT LESS THAN 2% BELOW AND = Z o CNI cN NOT MORE THAN 2% ABOVE THE OPTIMUM MOISTURE CONTENT. I Q cc r W CL O c 5 . TANK SUBGRADE SHALL 3E PROOF ROLLED TO DETECT ANY AREAS OF z (,J Z j INSUFFICIENT COMPACTION . PROOF ROLLING SHALL BE ACCOMPLISHED 3Y - Z 0 MAKING A MINIMUM OF TWO ( 2) COMPLETE PASSES WITH A FULLY LOADED C p a � EXISTING GRADE TANDEM AXLE DUMP TRUCK , OR APPRCVED EQUIVALENT, IN EACH OF THE TWO W Q Q o WC WSE 4647 . 08 EXISTING GRADE WQ WSE 4647 .75 EXISTING GRADE PERPENDICULAR DIRECTIONS UNDER THE SUPERVISION AND DIRECTION OF A (� Ur 0 C I \ \ GEOTECHNICAL ENGINEER . AREAS OF FAILURE SHALL BE SCARIFIED AND O J ,_ � / • RECOMPACTED . O ! 4: 1 SLOPE PROPOSED CRADE ROPOSED GRADE U Q N 4: 1 SLOPE 4: 1 SLOPE ROPOSED GRADE U m o c } • u Z cox0 X O °' U o O • E W rio oo 0 \ 2, 1 C ROSS SF CT C \ A F' 0 \ D 2 CPCSS SF CTI0 \ H VF - S 0 \ TCH CCSS SF CT 0 \ C ( TY9 ) o NTS NTS NTS Ln drawn by: CDH 5 cn checked by: BK o approved by: -- cr, N O by: BK U ,�N project no.: 015-1882 O N drawing no.: 151882 PGRD.dwq n_o date: 2/22/2016 L SHEET " H 2 Q O O E I oi cc oi in o - - - - - - - _ - LENGENDZ W N - - _ -a - - _ - - - - a AIL — T — — 4"I "tII !i VTC VEHICLE TRACKING DIVERSION DITCH /43' I a O6 CONTROL • \ Cps) PERMANENT SEEDING _ — V Nci\O I Ps — N = n / H CONSTRUCT WATER Q N / - - QUALITY POND • P'\�. vO0 - i Nr. 46¢8 A I 9 �QC(< �� ll J CONSTRUCT WATER VIII II -- 5 O I �° QUALITY POND 11 I \ ° SEPARATOR • a Q co L — it) TIE TO EXISTING ( TYP ) OOO ,\\;V-,,Jo. � 0 ' 50 ' 100' 200 ' w' I �� SCALE IN FEET / leEMISSION CONTROL N' 4 F'> E• 4645 . 42 z6 DEVICES (TYP ) �A8o m Om co /:� „ N DIVERSION DITCH • . . � � ..E oIII IliI I , • / Izi cs\> .__ I I ezoie o TANKS F, • J u L O O ( TYP) N o j PS • OOOO 0 O -- / � J DIVERSION DITCH • ° I 0)0 � i / �� \I/ \I/ .. u ' � \V *- 0 Qo , / NOTE 4648 . 98 I I CPS)_- -- �° / THIS DOCUMENT HAS BEEN VAPOR RELEASED BY OLSSON U _ % RECOVERY ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND 4648 \i/' •12u \l/ .,l/ Ali U/ '-r. j / UNITS (TYP ) OTHER PROFESSIONALS, AND IS I .. S � N . PS 'IPAD ELEVATION : 4648 . 82 III ACCESS / DOCUMENT OS NOT TO BE USEDd! \V * — _ — A N/ \l/ v 3�- - ECD & VRU - ROAD ° FOR CONSTRUCTION. I - � PAD ELEVATION : PROPERTY O O DIVERSION DITCH V • 4648 . 50 J LINE © Qo - - — = _ - III � '/ OLSSON ASSOCIATES ASSUMES _ �L" u Ar �� u NO RESPONSIBILITY FOR � � � INSTALL DOU3LE v _`_ _ - WELL % -/ - I L, w � EXISTING UTILITY LOCATIONS � i / CATTLE GUAR v v ( TYP ) v - �� / / TRACKING CONTROL, (HORIZONTAL OR VERTICAL). THE I c - I �/ EXISTING UTILITIES SHOWN ON - - ° O ® O © / " SEE DETAIL M - 611 - 1 THIS DRAWING HAVE BEEN ' NJ Q ° I I I / -5.,7 THIS SHEET PLOTTED FROM THE BEST 0 0 ° 1 \.' / �,•' nullllu , _ - ° @ Qo ®° ®° ° I r �- / AVAILABLE INFORMATION. IT IS a Q - �. I v *I�6' � � I HOWEVER THE RESPONSIBILITY �� P •d CPS i - ----Co-- OF THE CONTRACTOR TO FIELD / j Eo00DPLAIN I VTC / - �� VERIFY THE LOCATION OF ALL z u Ai u Jr / �� \� — / UTILITIES PRIOR TO THE INSTALL DOU3LE rte" - - --- � -, COMMENCEMENT OF ANY o CATTLE GUARD ACCESS �� CONSTRUCTION ACTIVITIES. � n -- n RACKING CONTROL, / I %�� N \ SEE DETAIL V - 611 - 1 "" ` ROAD \ O 4 o \ THIS SHEET ;"- J % * _ I _ \:::\ II I I ,- -._-_-- i _ \ III \ .„-- x \. ` III - 1OO- YR FLOODPLAIN CALL 611 SEVENTY-TWO HOURS EV 00 -4650 _ _ _ _ _ N) I PRIOR TO DIGGING GRADING OR oC _ — — — L /r ..�� EXCAVATING FOR THE MARKING OF 4- .64 / -'' ' I UNDERGROUND MEMBER UTILITIES c i / } D O U Z U O ❑ L Lei E(I) O 0 I C/) a LU a Z CO O_ CV oo o m �_ 18.-74--22"-�22'_/ 12"� GENERAL NOTES - 10' THRU 42' ROADWAYS AT 2' INTERVALS USE PRECAST CAST-IN-PLACE TOTAL D ' 6 x 6 x 71-49 POST i i 3'-9" 6" x 8 x 7 -8 POST + _ W W i a/Is \ 1 . CONCRETE SHALL BE CLASS B. FOUNDATION MAY BE CAST-IN-PLACE OR PRECAST. �, GRILL UNIT MINUS 6 Z " 2 TYPICAL ROADWAY GRILL REINF. REINF. A GRILL (r co 3 -9 COUNTERSINK 8 , 10 , 12 , OR 14 GRILL UNIT 1 PROJECTION WIDTH , o _ o oft / /_ . + \ \ 2. REINFORCING BARS SHALL BE 4, GRADE 60. i 3 / " I UNITS CONCRETE STFEL CONCRETE STEEL ON.) WEIGHT 2°. . / 3 DR. t1� _ 1 �1 4 i/ (NP.) q A „ (FT.) (FT,) (CU. YD.) (CU. YD.) (LBS:) co \\ • • 3. ALL TIMBER SHALL BE TREATED IN CONFORMANCE WITH ASSHTO M 133 AND AWPA C14. (LBS.) (LBS.) \ f e ,i - - —i„=,_.��_ q>, h / - a — 6 z 8 x 7-4 - - Iy1 a � b �— \' 4. WING POSTS MAY BE MADE FROM 8 IN. ROUND NATIVE TIMBER. - I \ * „ „ 1 10 10 5.6 295 5.6 316 24 1946 N �, -, -, -, cn B � = III �� I / b - 4 z9 x9 -4 / Q �i , _ — 1 5. ALL STRUCTURAL SItLL SHALL BE FABRICATED AND PAINED WITH ALUMINUM PAIN IN n / I ° t ^ 12 12 6.5 342 6.5 364 18 2328 = Q • / — - • ACCORDANCE WITH SECTION 509. ALL HARDWARE SHALL BE GALVANIZED IN CONFORMANCE WITH 12 (NP.) FOR MJLTIPLE I-+I 6 2 1 61 J" I a - 2" x 6° z 6'-7" • ❑ N U x 4'-0" • I,� <� - - ��ft- , I i f " 41-4" PASHTO M 111 OR PAINTED 11TH ZINC-RICH PAINT MEETING MILITARY SPECIFICATION DOD-P-21035 1 P 1 GRILL USE ONLY -+\ In1 I1 / I " " ° I 14 14 7.4 376 7.4 399 21 2170 � • r_ - � 16 6. ALL STRUCTURAL SIILL SHALL CONFORM TO PASHTO M 270 (ASTM A 709) GRADE 36. 22 /4 — — �l rtII If — -2" TYPICAL— — Il- - - d - 2 x 6 z 5 -B 16 8 8 6.1 414 8.1 435 24 3128 J PROJECTION * ` E '� �►�6� �r� --I d , - 7. WELDING SHALL CONFORM TO THE AWS STRUCTURAL WELDING CODE AND PASHTO — II I e - 2' x 6" z 6'-7" 18 8 10 9.0 482 16 3434 W p Q o ❑ • STANDARD SPECIFICATIONS FOR WELDING OF STRUCTURAL STEEL HIGHWAY BRIDGES. 3 20 10 10 98 518 21 3806 z - /Y r1;,,y .- 7/ // - 7 ' / ' �I I �1 c/ %.1,. ►1 DIP. X f - 2" x 6" z 2'-5° _ _ - D u7 ice— �s �I 8. WHEN A CATTLE GUARD IS TO BE INSTAIIFD IN IMPERVIOUS MATERIAL, ADEQUATE DRAINAGE 14" BOLT _® i . �1 h2" SHALL BE PROVIDED TO INSURE AGAINST POSSIBLE SUBGRADE DAMAGE. DRAINAGE DETAILS l' I� 1 � " DIP. PIPE INSERT P * ` - 2" x 6" z 4'-4° 22 10 12 10.6 553 24 4274 •g a • . �� — \, SHALL BE AS SHOWN ON THE PLANS. AN OUTLET PIPE MAY BE CONSIDERED. FOR 4 DIP. THREADED ROD ') 24 12 12 11 .5 601 18 4656 Ln 3,-4, �� \',�2 3'-4" 9. TYPE OF WING (TIMBER OR STEEL) SHALL BE STEEL UNLESS OTHERWISE SHOWN ON THE 10' b - 2" x 6" z 6'-2" f _ tea ' ? ' PLANS. 16d NAILS (GALV.) - 2 LB. 26 12 14 12.3 636 21 5036 0 �� n 1 ' i 1121 7 - #4 STIRRUPS 28 14 14 13.1 672 24 5420 N S� r —�° 10. STRUCTURE EXCAVATION AND STRUCTURE BACKFILL WILL NOT BE MEASURED AND PAID FOR - • ' �' L�`" " ' _ T r l\ I SEPARATELY, BUT SRN ' BE INCLUDED IN THE WORK. ONE TIMBER WING 30 10 10 10 13.9 719 18 5838 DO x 4'/3yb� �� . �� E' -iI ' _- ",.� 10" 32 10 1210 14.8 755 21 6220 r, I I l ter_. . , I— cal a . - L . 4. °/1e" DA. FOR $ a - 2° x 2" x % " x 79" 34 12 10 12 15.5 790 24 6602 z °� END PLATE PAD • " 1, '/2 " DIA. X 8" BOLT 3/16 " DIP, FOR A " 14. " " 63.26 36 12 12 12 16.4 838 18 6984 `ti THRU POST s P n " k A — • • A b — 2 x 2 x x 79 �S. • - _ Q /� DIA. X 12 BOLT 3 18• 18" �-- 18" 18" �I 3" h (\I L TIMBER WING STEEL WING �/ 3 vARIE5 VARIES c — 2" x 2" z % " x 84" 38 t2 14 12 17.3 873 21 7366 J IN FOUNDATION __ CO TYPICAL CATTLE GUARD INSTALLATIONS r1 / ) CONSTANT SPACING 40 to 1z 1a 18.0 909 24 7748 - - 3" I\/\ (2 REVD.) 1 " 1 " 1 P69" 42 14 14 14 18.9 956 18 8130 L j BOLTS PROJECT _LL h d — 1f x 1� x /q x I 2° ABOVE 9" 41/z 4'/i o P� 5° 9 — 4 BARS 1 " 1 " 1 P . SURFACE (TYPEy Li, .) , ��, � 45 3„ fs 5°-•J y, e — 1/ x 1/ x / x ss 36.86 FOUNDATION QUANTITIES O cn Eti 2 '/4 " -III YCAST-IN-PLACE FOUNDAT ON f — 111 Z" x 11/2" x %q" x 40" LBS. < V ) El 45° PRECAST PORTABLE FOUNDATION / Q 1 ) 9" 1 1OL 1 - 1 p" x 1�" x �' x 25' d d 10 BOLTS PROJECT - 12 /4" 40 /4" HOLD DOWN PLATE ELEVATION OF FOUNDATION * WHEN CONCRETE IS CAST IN PUCE, n " 1 " WEIGHT 0 0 \ � 1 '-4'/4 ABOVE SURFACE T-10 /° ° 4 REVD. PER GRILL UNIT ) I v CUP FILL 3 1 h - 5 z 6 x z BAR - 2.13 LBS. SIZE J 10 ® 4 /q x BARS - 4.25 LBS. Et (, N + FOR TIMER WING 2 ( ) WASHERS IF BOLT, NUT • ^ 1 LONGITUDINAL BARS EXTENDING a (LBS. / oD c I BOLTS PROJECT 44 t/4• „ ' 14^ 13 � NECESSARY m °� 2 ABOVE SURFACE . I . /1s DIA. I AND 1W0 WASHERS i — TWO 3' x 10 z , O 10" ' ra FOR STEEL WING, ! SUPPORT IN, IU BENT 900 8 1564 r� Il11 H tj IT o - '� AND 3 /4 FOR ' qp /4 ,Ilnm 1 /e ■ WITH A 2 IN. RADIUS AND 6" x 8" z T—B' TIMBER POST ry 12' 2328 L/ W Z �,r _ i P P �'. 1 \ CONTINUE PERPENDICULARLY �- SPUCE TOTAL LBS. STEEL = 106.5 s k�' , - g^ TIMBER WING (TYP.) 9 33/4\" �s5" BOLT _I - TWO 10 IN. FROM THE BEND — / V /1s (SEE DRILLING LAYOUT) C8 x 11 .5's 3/4" DIA. X 14" BOLT, °" ONE STEEL WING 14' 2710 Z_ cW 0 rn GROUND SURFACE WITH NUT AND THREE P _ G 30" 6 sI To / . W NG QUANTITIES WELDED GRILL UNITS 0 O �� WASHERS BOLTS PROJECT - O -1 10 16 18 18 18 10 t- 1■1 1■1 " 1 ® 42'/4" T12 '/4° + I �_ ` 2 ABOVE CONCRETE) 9" 9" LU C Q c_ ��` , 4" O O O O ��i�iioiyviasiisvioiiivioiviiaivi �' FOR TIMBER �l W U \ D I � L L / WING ONLY \ > CD 0 \ � 'a CAST-IN-PLACE I I FIVE 13/is" DIA. HOLES C6 x 11 .5 I FILL BEARING PAD 3 �"� rn s0 Li_ '—a'/z" ° a ,' ..4,6`... FOUNDATION FOR T-8° - WASHERS 6'/2 �J J IC co 12" DIA. . \ �„Lc>, /z " 42' FT. THRU 12" ,�, 2 12 % " I I I• 31 a " - 14" 31 %" -I 5" Z (TYP.) \\\ ROADWAYS DRILLING LAYOUT 4" ° _ + t O 0 Q C PRECAST w �PEs TYP. MULTIPLE GRILL UNIT CONNECTION zz '/, " I B (n } U r� PORTABLE 41 t o FOUNDATION FOR DIRECTION OF TRAVEL y • • I • 7 - 4 STIRRUPS _ _ _ 10 FT., 12 FT., 14 FT., _ Q AND 16 FT. ROADWAYS DIRECTION OF TRAVEL 30" • O I— _ _ H II 3" Z / L` 13 SPACES AT T EACH = 7 -7° - " 1 w C4 x 7.25 WELD TO TOPS OF CB's AND S8's f3 — _ — — _ — — — = D 01 �' B', 10', 12' OR 14' GRILL UNITS SEE MULTIPLE /4 12 — -,�, 1+ o LLI .- x TIMBER FOR 10' THRU 42' ROADWAYS GRILL CONNECTION SURFACE • 2s/e 43/°" 12 C4) , D 1 " DIA. STANDARD 1 v1 7 7" 7• 7" 7" s �'/4 n " 12 DIA. WING �i ^ I DETAIL 2 C4 /m II <1n'' • 10 - PIPE INSERT PRECAST 10 12" 30 -O 2'-0" 2 -0 2 -0 -'�- 2'-0" } I I vi 1 ^ l ASSEMBLY (TYP.) \ �' PPE 20" 30" 24" U / 8 x /4 UNIT LENGTH 1 STEEL �UB� END PLATE 8° BEAMS ALONG ROADWAY_) END PLATE, EACH END 12" Lir 4 — #4 BARS tz" ° Q = TOP OF /\ 4 BEAM ACROSS ROADWAY 54 x 7.7 AND C4 x 7.25 �a \ \ WING r5BASE' a ° 7 8 - • _i 1 2" CLR. — — — — — t J / o GROUND Y�\// r CS x 11 .5 S8 x 18.4 r � GNEXTRILL /�', � " 1 a 4 ° 1� 9" •TJ4 N \/\ L C8 x 11 .5 GRILL /\/ 4 �-I HOLD DOWN PLATE • /4" BEARING PAd " W OR W8 18 .. A//A 3 _ _ 3^ t I it03 — >>a� > / '/4 x 9 NEOPRENE BEARING PAD 6 %2 • /�j 1 n 18• BOTH SIDES _ I _ B _ _ CLEANOUT - 9" Lr) ,.. HOLD DOWN PLATE r�\= • 9'-4 /2 2" 'll TO" 16° 10 % " 10 q " - 16" 10, ____III` 2° PVC PIPE (TYP.) drawn by: CDH o (.0 END SECTION OF FOUNDATION 6.-414° LATERAL SUPPORT checked by: BK ----E, ELEVATION VIEW SIDE VIEW SECTION A-A ELEVATION OF LATERAL SUPPORT SECTION B—B approved by: -- cn N WELDED GRILL CROSS SECTIONS QA/QC by: BK c) •°J N Computer File Information Sheet Revisions Computer File Information Sheet Revisions project no.: 015-1882 o EN p Colorado Department of Transportation STANDARD PLAN NO. p Colorado Department of Transportation STANDARD PLAN NO . drawn no.: 151882 STRM.dw L _ Creation Date: 07/04/06 Initials: SJR Date: CommentsARI) Creation Date: 07/04/06 Initials: SJR Date: Comments ,� 9 4 4201 East Arkansas Avenue T T 4201 Eost Arkansas Avenue CATTLE T '' T ' T T jJ D_ U) Last Modification Date: 07/04/06 Initials: LTA — 'C�� Denver, Colorado 80222 CATTLE lJ Last Modification Date: 07/04/06 Initials: LTA ® �� ITT Denver, Colorado 80222 I I LE lJ 1\_Ll date: 2/22/2016 t� �_�� Phone: (303) 757-9083 M-611 - 1 —___— Phone: (303) 757-9083 M-611 - 1 L: _Full Path: www.dot.state.co.us/DesignSupport/ r �� Full Path: www.dot.state.co.us/DesignSupport/ .�� — R hl, mmlrenl0. elltla Fax: (303) 757-9820 CCD , Fax: (303) 757-9820 SHEET Drawing File Name: 611 01 01 02.dwg Drawing File Name: 611010202.dwg °""°'"`"�°"'""`°°'""°°" CAD Ver.: MicroStation V8 Scale: Not to Scale Units: English It= Project Development Branch SRJ/LTA Issued By. Project Development Branch on July 04, 2006 Sheet No. 1 of 2 CAD Vec: MicraStation ve Scale: Not to stole units: English Q J Project Development Branch SRJATA Issued By: Project Development Branch an July 04, 2006 Sheet No. 2 of 2 Q - 3 nn E o EC-2 Temporary and Permanent Seeding (TS/PS) Temporary and Permanent Seeding (TS/PS) EC -2 LIU a) TEMPORARY BERM 4'-s" MIN. 1B„ MIN Table TS/PS-2. Minimum Drill Seeding Rates for Perennial Grasses Table TS/PS-2. Minimum Drill Seeding Rates for Perennial Grasses (cont.) Z Fa `o �\•�/\/// b _ o /\//\/ Commonx Botanical Growth Growth Seeds/ Pounds of Common Botanical Growth Growth Seeds/ Pounds of a / / / / \ % /\/\ s Name Name Season Form Pound PLS/acre \\/\/,` /\ \ 1 „ \ \/. Name Name Season Form Pound PLS/acre - _ - - . ,,\ \ 12 \ \ • V /, / r //\\ / / Sandy Soil Seed Mix � , ,� � Alakali Soil Seed Mix ;� �* `� „an \.N / //i�//\<\\ //, �,` - \4044Mi�i Sod forming ® M Alkali sacaton Sporobolus airoides Cool Bunch 1,750,000 0.25 Blue grams Bouteloua gracilis Warm 825,000 0.5 co .u2 .�.. t ^ •, 2' MAX. bunchgrass Basin wildrye Elymus cinereus Cool Bunch 165,000 2,5 Schizachyrfum scoparium tn N v Camper little bluestem Warm Bunch 240,000 1 .0 N o •• p • n nn TEMPORARY DIVERSION Sodar streambank wheatgrass Agropyron riparium 'Sodar' Cool Sod 170,000 2.5 'Camper' N- N- Jose tall wheatgrass Agropyron elongatum 'Jose' Cool Bunch 79,000 7.0 Prairie sandreed Calamovilfa longifolia Warm Open sod 274,000 1 .0 •J 4 w NOTES: Arriba western wheatgrass Agropyron smithii 'Arriba' Cool Sod 110,000 5.5 Sand dropseed Sporobolus cryptandrus Cool Bunch 5,298,000 0.25 — _ I— m 1. TEMPORARY DIVERSION DITCH SHALL BE CONSTRUCTED Total 17.75 Bouteloua curtipendula = ACROSS THE SLOPE TO INTERCEPT RUNOFF AND DIRECT Vaughn sideoats grams 'Vaughn' �' Sod 191,000 2,0 = m TEMPORARY BERM IT TO A STABLE OUTLET OR SEDIMENT TRAP. Fertile Loamy Soil Seed Mix - g Agropyron cristatum Arriba western wheatgrass Agropyron smithii 'Arriba' Cool Sod 110,000 5.5 to NOTES: 2. USE IMMEDIATELY ABOVE A NEW CUT OR FILL SLOPE OR Ephriam crested wheatgrass Py Cool Sod 175,000 2.0 _= -o 1. BERMS SHALL HAVE A HEIGHT OF 18 INCHES, SIDE SLOPES OF AROUND THE PERIMETER OF A DISTURBED AREA. Ephriam Total 10.25 m 2:1 OR FLATTER AND A MINIMUM BASE WIDTH OF 4.5 FEET. a) a 3. GRADIENT ALONG THE FLOW PATH SHALL HAVE A POSITIVE Dural hard fescue Festuca ovina 'duriuscula' Cool Bunch 565,000 1 .0 Heavy Clay, Rocky Foothill Seed Mix 2. BERMS SHALL BE USED TO INTERCEPT AND DIVERT DRAINAGE TO GRADE TO ASSURE DRAINAGE, BUT SHALL NOT BE SO STEEP ca m A DESIGNATED OUTLET. AS TO RESULT IN EROSION DUE TO HIGH VELOCITY. Lincoln smooth brome Bromus inermis leyss Cool Sod 130,000 3.0 Ephriam crested wheatgrassd Agropyron cristatum ea up Cool Sod 175,000 1 .5 - o 'Lincoln' Ephriam a,>, 3. BERMS SHALL NOT BE USED WHERE DRAINAGE AREA EXCEEDS 10 ACRES. c Sodar streambank wheatgrass Agropyron riparian 'Sodar' Cool Sod 170,000 2.5 Agropyron intermedium ill - :c O Oahe Intermediate wheatgrass Cool Sod 115,000 5.5 Arriba western wheatgrass Agropyron smithii 'Arriba' Cool Sod 110,000 7.0 'Oahe' 3 c Bouteloua curtipendula 2 m Total 15.5 Vaughn sideoats grams` Warm Sod 191,000 2.0 co o 'Vaughn' High Water Table Soil Seed Mix to '-�� .: - ' . ` Bromus inermis leyss 4'-6" MIN. 2 }��'` •`, \s Xv x( .• • Lincoln smooth brome Cool Sod 130,000 3.0 \ Meadow foxtail Alopecurus pratensis Cool Sod 900,000 0.5 'Lincoln' NOTE TEMPORARY .wwyq \`: `' s sa• i " • TEMPORARY BERM BERM -� rO�Orrb�O�rOrr \ ... .2.,,....c/.‘ Redto A ostis alba WarmOpen sod 5 000 000 0.25 Arriba western wheatgrass Agropyron smithii 'Arriba' Cool Sod 110 000 5.5 THIS DOCUMENT HAS BEEN `�PP�iOO4 , l8" MIN. .. • .:(.u:•. '"' - P gr' , &r , . .�,. is \ -. --- RELEASED BY OLSSON PIPE ANCHORS N� X `.1 \du:• `°- 1 Reed can ss Phalaris arundinacea Cool Sod 68,000 0.5 Total 17.5 ' ,.' ,.. � . - .� `� �' ASSOCIATES ONLY FOR REVIEW 12" MIN. DIAMETER PIPE \\ \\ \\ \\ >//\\ \\j\\ n` " "'`` � ' , \. ( ', � Bromus inermis leyss a All of the above seeding mixes and rates are based on drill seeding followed by crimped straw mulch. These rates should be BY REGULATORY AGENCIES AND ////////\//�fj ,/i, Lincoln smooth brome Cool Sod 130,000 3M A \\�\ , \"' C . zti �(/�'- -• �' ` 'Lincoln' doubled if seed is broadcast and should be increased by 50 percent if the seeding is done using a Brillion Drill or is applied OTHER PROFESSIONALS, AND IS \ /�/ s�peC Panicum virgatum through hydraulic seeding. Hydraulic seeding may be substituted for drilling only where slopes are steeper than 3: 1. If SUBJECT TO CHANGE. THIS O,phpY"� \/\ X , \ s 7�/�` O-\" Pathfinder switchgrass 'Pathfinder' Warm Sod 389,000 1.0 hydraulic seeding is used, hydraulic mulching should be done as a separate operation. DOCUMENT IS NOT TO BE USED \ // r ` ' Agropyron elan arum b See Table TS/PS-3 for seeding dates. FOR CONSTRUCTION. RIPRAP OUTLET PROTECTION % /\ Y ` ` , Alkar tall wheatgrass ,Ar g Cool Bunch 79,000 5.5 \ �\ / \ • N. ` • ; If site is to be irrigated, the transition turf seed rates should be doubled. 12" MIN. DIA. 444 , / /�`/ • Total 10.75 d OLSSON ASSOCIATES ASSUMES \' FLEXIBLE PIPECrested wheatgrass should not be used on slopes steeper than 6H to IV. a\�I�1 \\\\\\, \// NO RESPONSIBILITY FOR Transition Turf Seed Mix iii /\// '. , V N. C. e Can substitute 0.5 lbs PLS of blue grama for the 2.0 lbs PLS of Vaughn sideoats grama. EXISTING UTILITY LOCATIONS /��/�\\� ��\�� . Y \ �� Ruebens Canadian bluegrass Poa compressa 'Ruebens' Cool Sod 2,500,000 0.5 (HORIZONTAL OR VERTICAL). THE V L . • � I; Dural hard fescue Festuca ovina 'duriuscula' Cool Bunch 565,000 1 .0 EXISTING UTILITIES SHOWN ON EROSGEOTEXTILE ON ICONTROL . �I� �� I� N , al: THIS DRAWING HAVE BEEN RIPRAP SIZE O� = 6 IN. ♦• u .O �• p� Citation perennial ryegmss Lolium perenne Citation Cool Sod 247000 3.0 (CLASS 2) Y/� � O 7� 0 PLOTTED FROM THE BEST OR AS SHOWN ON THE PLANS. ` O � O O�, Bromus inermis leyss AVAILABLE INFORMATION. IT IS O°O Lincoln smooth brome Cool Sod 130,000 3.0 TEMPORARY SLOPE DRAIN RIPRAP OUTLET PROTECTION kjAd•� °,i ' Lincoln HOWEVER THE RESPONSIBILITY SO ��y Total 7.5 OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL ANCHOR SIZE VARIES ACCORDING TO PIPE SIZE. UTILITIES PRIOR TO THE z w COMMENCEMENT OF ANY co CONSTRUCTION ACTIVITIES. rn o Ln N 811 � Computer File Information Sheet Revisions Creation Date: 07/04/12 Initials: DD Date: Comments Colorado Department of Transportation TEMPORARY STANDARD PLAN NO . Last Modification Date: 07/04/12 Initials:. LTA ,Ceffai De4201 East ArkansAvennver, Colorado a s80222ue -� , = Full Path: www.coloradodot.info/business/designsupport -..�� Phone: (303) 757-9083 EROSION CONTROL M-208- 1 U 6ttaAefx, oTxwsDEraii Fax: (303) 757-9820 I— Drawing File Name: 2080109012.dgn (R—X) Q CAD Ver: MicroStation VB Scale: Not to Scale Units: English (a Project Development Branch DD/LTA Issued By: Project Development Branch on July 4, 2012 Sheet No. 9 of 12 TS/PS-4 Urban Drainage and Flood Control District June 2012 June 2012 Urban Drainage and Flood Control District TS/PS-5 Know what's below. = Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Call before you dig. x I CALL 811 SEVENTY-TWO HOURS N DO PRIOR TO DIGGING, GRADING OR co EXCAVATING FOR THE MARKING OF L) _UNDERGROUND MEMBER UTILITIES r >_ Vehicle Tracking Control (VTC) SM-4 SM-4 Vehicle Tracking Control (VTC) SM-4 Vehicle Tracking Control (VTC) EC-2 Temporary and Permanent Seeding (TS/PS) Z F- O 0 U z O of a _ Table TS/PS-3. Seeding Dates for Annual and Perennial Grasses a Li ETC C < VTC c: Annual Grasses Perennial Grasses w _ Z mWy W STABILIZED CONSTRUCTION ENTRANCE EXIT INSTALLATION NOTES 0 H O o_ I '. 5.4" 6� / (Numbers in table reference Cl) species in Table TS/PS-1) Z N DITCH TO CARRY 1 . SEE PLAN VIEW FOR 0 m (n °U WASH WATER TO -LOCATION OF CONSTRUCTION ENTRANCE(S)/EXIT(S). Seeding Dates Warm Cool Warm Cool D oC FOOT SEDIMENT TRAP \ -TYPE OF CONSTRUCTION ENTRANCE(S)/EXITS(S) (WITH/WITHOUT WHEEL WASH, 5 n (WIDTH CAN BE OR BASIN i CONSTRUCTION MAT OR TRM). January 1—March 15 ✓ V w F- LU LESS IF CONST. q / o 0 0 0 ft VEHICLES ARE PUBLIC / 2. CONSTRUCTION MAT OR TRM STABILIZED CONSTRUCTION ENTRANCES ARE ONLY TO BE March 16—April30 4 1 ,2,3 v' ✓ PHYSICALLY ROADWAY / USED ON SHORT DURATION PROJECTS (TYPICALLY RANGING FROM A WEEK TO A MONTH) ' co CONFw BOTHNED SIDES) a " WHERE THERE WILL BE LIMITED VEHICULAR ACCESS. May 1-May 15 4 `Y W ; _ _ _ May 16—June 30 4,5,6,7 a a u Q SIDEWALK OR OTHER 50 FOOT (MIN.) . . ` . 3. A STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE LOCATED AT ALL ACCESS POINTS p a ,X PAVED SURFACE NOTE: WASH WATER sw` WHERE VEHICLES ACCESS THE CONSTRUCTION SITE FROM PAVED RIGHT-OF-WAYS. July 1-July 15 5,6,7 N I MAY NOT CONTAIN `��, STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE INSTALLED PRIOR TO ANY LAND N - - CHEMICALS OR SOAPS 4. July 16—August 31 - - - - " - , . WITHOUT OBTAINING - DISTURBING ACTIVITIES. W p Q o ❑ ❑ ❑ LN U7 °U ' ' - A SEPARATE PERMIT WASH RACK - September 1—September 30 8,9, 10, 11 ce z D L • ! r 5. A NON—WOVEN GEOTEXTILE FABRIC SHALL BE PI ACED UNDER THE STABILIZED -' CONSTRUCTION ENTRANCE/EXIT PRIOR TO THE PLACEMENT OF ROCK. October 1-December 31 ✓ ✓ 6. UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, ROCK SHALL CONSIST OF DOT r a, - ,� ., ;; �, _ 9" (MIN .) SECT. #703, AASHTO #3 COARSE AGGREGATE OR 6" (MINUS) ROCK. 0 ..-c c: -. -o - * t P + �' I 6'7" MIN. STARS I7FD CONSTRUCTION ENTRANCE/EXIT MAINTENANCE NOTES Mulch 5 x '� .� ,yy. . ` . . c( P • . �� J�� 1 . INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. Cover seeded areas with mulch or an appropriate rolled erosion controlproduct topromote establishment � I- PUBLIC %�~ UNLESS OTHERWISE SPECIFIED - , KM:7;1:1N4 "(' MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS I I cc ROADWAY • '�'' BY LOCAL JURISDICTION, USE '4r'Yr "tx ATr-:� rs 7a _,?:, " POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE of vegetation. Anchor mulch by crimping netting or use of a non-toxic tackifier. See the Mulching BMP - REINFORCED CONCRETE RA K 4` N C •, COOT SECT. #703, MSHTO #3 ` DRAIN SPACE EROSION, AND PERFORM NECESSARY MAINTENANCE. Fact Sheet for additional guidance. Q `n - COARSE AGGREGATE OR 6" (MAY SUBSTITUTE STEEL CATTLE co c MINUS ROCK GUARD FOR CONCRETE RACK) 2. FREQUENT OBSERVATIONS AND MAINTENANCE ME NECESSARY TO MAINTAIN BMPs IN LLI 'n SECTION A EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE Maintenance and Removal 0 ° NON-WOVEN GEOTEXTILE FABRIC DOCUMENTED THOROUGHLY. EY w BETWEEN SOIL AND ROCK J Cf) 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON Monitor and observe seeded areas to identify areas of poor growth or areas that fail to germinate. Reseed 0 Q DISCOVERY OF THE FAILURE. and mulch these areas, as needed. H CC w EL UNLESS OTHERWISE SPECIFIED BY LOCAL 4. ROCK SHALL BE REAPPLIED OR REGRADED AS NECESSARY TO THE STABILIZED i— o NI INSTALL ROCK FLUSH WITH JURISDICTION, USE COOT SECT. #703, AASHTO VTC - 2 . AGGREGATE VEHICLE TRACKING CONTROL WITH ENTRANCE/EXIT TO MAINTAIN A CONSISTENT DEPTH. An area that has been permanently seeded should have a good stand of vegetation within one growingii5 z J oC OR BELOW TOP OF PAVEMENT #3 COARSE AGGREGATE season if irri irrigated and within three growing seasons without irri irrigation in Colorado. Reseedportions of rr � oU •' 9" (MIN.) WASH RACK 5. SEDIMENT TRACKED ONTO PAVED ROADS IS TO BE REMOVED THROUGHOUT THE DAY AND g g LU U m OR 6 MINUS ROCK t) AT THE END OF THE DAY BY SHOVELING OR SWEEPING. SEDIMENT MAY NOT BE WASHED the site that fail to germinate or remain bare after the first growing season. CL DOWN STORM SEWER DRAINSa) c . I- j e ° ��✓ ` �N\v�P -�"Z� �`•``y` ,vV� NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM DDFCD STANDARD DETAILS. Seeded areas may require irrigation, particularly during extended dry periods. Targeted weed control may Z_ C9 Z [) " `7j)%/vjY/j`/�//�/ � Q /• ,��\�i� �/ CONSULT WITH ES ARE OTEDRISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN also be necessary. Z Cw p DIFFEREN0 NON-WOVEN GEOTEXTILE f a __ Q 0 /:D ' 0_ 8 FABRIC (DETAILS AOIPWQ FROM CITY OF BaOcMflaD. COLORADO. NOT AV/VIABLE IN ALTNG n) Protect seeded areas from construction equipment and vehicle access. LU < 11 COMPACTED SUBGRAOE SECTION A OW U LU 0 i� °6O < N Z hii C c 0 } ~ O Q ' iw VTC - 1 . AGGREGATE VEHICLE TRACKING CONTROL 0 D '0x 0 O W U -o Co 0 -- C 0 W CO °3 o November 2010 Urban Drainage and Flood Control District VTC-3 VTC-4 Urban Drainage and Flood Control District November 2010 VTC-6 Urban Drainage and Flood Control District November 2010 TS/PS-6 Urban Drainage and Flood Control District June 2012 cI Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3Ln drawn by: CDH 5 cn checked by: BK o approved by: -- co N QA/QC by: BK U ,(1) N project no.: 015-1882 o N drawing no.: 151882 STRM.dwq date: 2/22/2016 CZLb — SHEET " H- Q 4 0 0 Hello