The URL can be used to link to this page

Browse Search

Home My WebLink About20143421.tiff t o �4s rr _ ti 1 1 , a 1 1 f1 , b _- - ry , . T f 1- - 11 ! ' USR•978 rom h;.....,_CY44 ' i I CUP:33 MI , , ; .CHIROPRACIC OFFICE ' ■ ..• .� . . . . . . : . . . . .CHURCH ■ . ■ ■ . •• . . . . . ■ . . . . . . . . . • . . . . . . ��:Iiiimpor - USR-1887 �'` - ... w— �18n Bizlg 8►1?r Ely'?r 4 SO Isla .,, t. LANDS:PING'COMPANY N C, I . 4 SUP 24 Ak, ,� , � CONCRETE BATCH PLANTir 11 "11Mi 7, 4.,di"cocli P 4, I t t4 Ititlire it t N A , Z " •I TECHNOLOGY CIR '" 0 USR•823 I ,IZ USR-159f', 5 CHESTNUT � � � � -�•� i), RI i E c MEN DR ELECT*INES 230 KV : KENNEL, DOGS -- — Podbucg Sons Daiy w 3 k t` Aa►DEMY CT f C I USR•942 DP M m a w ��_ I z N FARM EQUIPI'SALES & REPAIR USR-1144AM N . 0 — ` ' DAIRY 3400�COWS W , , .D zII c t < mil �. I ? ,SR;1148 rI - Kevin McRae IF z ill CONCeRETEfCUTTINGses 1, • 88 hi t . CR 86 ' CR 88 WCR'86 -._-- 'V ' N I • .a ! EASTMAN PARK�OR V'tC -� -. • Kevin Id DR Be - J Harold Klaus ,{ ., , INDSOR I .4,i ' ' ' . *I 4 I l _� t Ir:'I r r ` {i1 -, ifte I It } r Pe , .... _ , __ f„ '— '4.46,-- . 'mot tj. I . ' I 1H IL: R i 1 ' - ' r .5 1- M. �. I �,� t` 1,4 rAa I JSR•�571 w �I 1 - a. .o f _ ' eI 4.5 ad rill. ' . - . _ _ PRODUCTION FAC. . p \ t I N UV'CR 5 Shioh Road . VICR 64.5 II a4In J-ti atkit;449V41 A Ridcerb'Matchett I ii USR=18671 USR-1125M X 1 ti, ellOIL& G USR1569 I AS PRODUCTION FAC O MINERAL RESOURCE DEVFFA.: =RAVELLMINING I T • bry I;i i ` ' "� "LS:E . '14. i . `• 'I l TECHNoIOGY,cIR l • Ahp lt . t MP, . , ir Ill ,. ■ I ill ..N...... N •. : T i I .. ti I Pe i 1 yII I �•. li I _ _ jet ;� i I I , I . f...., . I 'iiiiii 1 III iNst I . /. PI • i %,,,.... 0_..i "'V i 1 IIIII WINDSOR ' i sit, ., l 'iti • r d I .__, L- it.' : • '' EASTMAN PARK DR i. i` a, ,,,-w WCR 66 rte :: Is h :34° I s, i 1 I 11\ ./. ,I i 1 I ' 1 i Illrill *10 ell 'irti ti'llHI m.. 1 I 1 , �. I 1 SITE SPECIFIC DEVELOPMENT PLAN DIAMOND VALLEY CENTRAL OIL TERMINALZ 0 Cr, a Z , WELD 0 U IP C 0 f (n w 5 0 Li, D_ SITUATED IN SECTION 23, TOWNSHIP 6 NORTH , RANGE 67 WEST OF THE 6TH P. M ., IN THE COUNTY OF WELD, STATE OF COLORADO LLJ m DRAWN D.A. P. LEGEND ABBREVIATIONS CHECKEDJ.M . J. DESIGNED EXISTING FIRE HYDRANT C( DI-I AC- FT ACRE FEET D. A. P. ASSY. ASSEMBLY FILENAME �/ /� EXISTING 5' CONT. -4925- - B. O. BLOW OFF 1204_Cover Sheet — Oil INDEX TO PLANS B. V.C. VERTICAL CURVE EXISTING 1 ' CONT. EGDI DIAMETER XISTIN - 4921 - - ............ ESMT EASEMENT GRADE o�PpO L EXISTING RIGHT-OF-WAY - - E. V.C. END VERTICAL CURVE -16/:* , .F ' 9.0 -C\ ell COVER SHEET FES FLARED END SECTION ', 0 • V• • �p� EXISTING CABLE TV TV F. H . FIRE HYDRANT �� G Pp�S�P , , ��i FL FLOW LINE tvi G rer Sblew SITE SPECIFIC DEVELOPMENT PLAN 2 EXISTING ELECTRIC E FS GTV FINISHED GATE VALVERFACE O� �0� . .•••• G��• �• `'/ j„- PROPOSED CENTRAL TERMINAL 1440 44 EXISTING FIBER OPTIC FO H . D. P. E. HIGH DENSITY POLYETHYLENE PIPE `. . . . L � - '"�7p HP HIGH POINT LIMONs3, TOM RCM GRADING & DRAINAGE PLAN 3 - 5 EXISTING GAS G IN INCH INV INVERT EXISTING IRRIGATION - I I L LEFT L. F. LINEAL FEET EASTMAN PARK DR EXISTING OVERHEAD ELECTRIC OHE LP LOW POINT M .H. MANHOLE III EXISTING SANITARY SEWER SS MIN . MINIMUM MRJ (ABBR) MECHANICALLY RESTRAINED JOINT EXISTING STORM DRAIN N .T.S. NOT TO SCALE WATER I P. C. POINT OF CURVATURE VALLEY C EXISTING TELEPHONE T o P. C.R. POINT OF CURB RETURN Q �S P. I. POINT OF INTERSECTION Z EXISTING UTILITY PEDESTAL/VAULT E FO T TV P. R.C. POINT OF REVERSE CURVE GREAT WESTERNP. T. POINT OF TANGENCY INDUSTRIAL PARK EXISTING WATER W/ VALVE W D4 P. V.C. POLY VINYL CHLORIDE (PIPE) P. V.I . POINT OF VERTICAL INTERSECTION CC EXISTING EASEMENT PKG PARKING W R RADIUS PROPOSED EASEMENT - R. O.W. RIGHT OF WAY I' - - SEWER SANITARY SEWER VICINITY MAP PROPOSED RIGHT- OF- WAY S SLOPE J STA. STATION = 2000 ST- X STORM SEWER 0 PROPOSED 1 ' CONTOUR 4921 T. B. THRUST BLOCK I- PROPOSED 5' CONTOUR 4925 T. O.P. TOP OF PIPE J W T. O.R. TOP OF RAMP Q PROPOSED FLOW ARROW T. R.M. TURF REINFORCEMENT MAT MM W TYP. TYPICAL CC TOP OF FOUNDATION ELEVATION TOF= 51 . 13 W/ WITHER FINISHED GRADE F. G..= 500. 63 W/L WAATT LINE W COV. C. VERTICAL CURVE Z IL PROPOSED SWALE CROSS- SECTION t t 0 W PROPOSED FIRE HYDRANT e( t 1 4 >- > PROPOSED WATER LINE LLIJ O O OWNER: PROPOSED WATER SERVICE Q PROPOSED THRUST BLOCK V ` TEKTON ENERGY PROPOSED WATER VALVE ► 4 0 640 PLAZA DRIVE , SUITE 290 HIGHLANDS RANCH , CO 80129 PROPOSED IRRIGATION LINE 104 Z ( 303 ) 446 - 6140 PROPOSED IRRIGATION SERVICE ty O PROPOSED STORM LINE W/MANHOLE ` Q PROPOSED STORM INLET a d Q ENGINEERING, PLANNING & SURVEYING. PROPOSED SANITARY SEWER W/MANHOLE TST, INC . CONSULTING ENGINEERS PROPOSED SANITARY SEWER 0 760 WHALERS WAY, BUILDING C, SUITE 200 SERVICE FORT COLLINS, CO 80525 ( 970) 226 - 0557 PROPOSED WATTLE FAX: ( 970) 226 - 0204 PROPOSED CURB INLET FILTER r1 PROPOSED RIPRAP PAD PROPOSED VEHICLE TRACKING *'41:> t CONTROL PAD PROPOSED SILT FENCE SILT TST, INC. CONSULTING ENGINEERS PROJECT BENCHMARK BASIS OF BEARING EXISTING TREE ® Build Whalers 200 Fort Collins, Colorado TOWN OF WINDSOR VERTICAL CONTROL POINT NUMBER 34- "A 3 1 /4" ALUMINUM CAP SET IN BEARINGS ARE BASED ON THE SOUTH LINE OF THE WEST HALF OF THE SOUTHWEST Phone: 970.226.0557 CONCRETE. MARKED "66- 21 . 5. WIN 1997", IN THE VICINITY OF THE N 1 /4 CORNER OF QUARTER OF SECTION 23, TOWNSHIP 6 NORTH , RANGE 67 WEST OF THE 6TH PRINCIPAL EXISTING PAVEMENT Fax: 970. 226.0204 SECTION 26, TOWNSHIP 6 NORTH , RANGE 67 WEST LOCATED 38' WEST OF THE CENTERLINE MERIDIAN , WHICH IS ASSUMED TO BEAR S90'00'00"E. JOB NO. 1204. 0004. 00 OF THE RAILROAD TRACKS AND 20' NORTH OF THE EDGE OF ASPHALT ON WELD COUNTY ROAD 66. PROPOSED PAVEMENT SCALE N . T. S. ELEVATION : 4767. 901 (NAVD 1988) AND DATE TOWN OF WINDSOR VERTICAL CONTROL POINT NUMBER 86- "A CHISELED BOX AT THE NORTH FEBRUARY 2014 CORNER OF THE CONCRETE BASE OF THE SOUTH EAST MAST ARM (MAST ARM NOW sHeer REMOVED) AT THE NORTH WEST ENTRANCE TO KODAK GATE #2. ELEVATION : 4769. 55 (NAVD 1988) 1 of 5 PLANNING COMMISSION CERTIFICATES BOARD OF COUNTY COMMISSIONERS CERTIFICATION BOARD OF COUNTY COMMISSIONERS CERTIFICATION THIS IS TO CERTIFY THAT THE WELD COUNTY PLANNING COMMISSION HAS CERTIFIED THIS IS TO CERTIFY THAT THE BOARD OF COUNTY COMMISSIONERS, WELD COUNTY, THE UNDERSIGNED MAJOR PROPERTY OWNER(S) DO HEREBY AGREE TO THE SITE AND DOES HEREBY RECOMMEND TO THE BOARD OF COUNTY COMMISSIONERS, WELD COLORADO, DOES HEREBY CONFIRM AND ADOPT THIS SITE SPECIFIC DEVELOPMENT SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW DEVELOPMENT STANDARDS COUNTY COLORADO, FOR ITS CONFIRMATION , APPROVAL AND ADOPTION THIS SITE PLAN AND USE BY SPECIAL REVIEW AND DEVELOPMENT STANDARDS AS SHOWN AND AS DESCRIBED HEREON THIS DAY OF , 20 COL Z oitSPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW AS SHOWN AND DESCRIBED HEREON THIS DAY OF , 20 F DESCRIBED THEREON THIS DAY OF 20 eftz E SIGNATURE PROPOSED CENTRAL TERMINALitii o CHAIR, BOARD OF COMMISSIONERS SECTION 25, TON, ROM CHAR , WELD COON Y PLANNING COMMISSION ATTEST: SIGNATURE .. EASTMAN PARK DR WELD COUNTY CLERK TO THE BOARD , I BY: DATED: N W DEPUTY CLERK TO THE BOARD WATER R o VALLEY CD)- ZS GREAT WESTERN DRAWN / H INDUSTRIAL PARK D.A. P. pW CHECKED I /v Q J.M . J. I O DESIGNED i D. A. P. / _ VICINITY MAP FILENAME / PROPERTY NORTH OF SI / 1 "= 2000' 1204_Site Plan — Oil / OWNED BY HARRY ZONED:STROMBERGER TRUST I ONSITE SOIL CLASSIFICATION/PROPERTIES '00 Lic`` --- ZONED: AGRICULTURAL / � / 0Rp,OO • L/0 :` I - ct / I ACCORDING TO THE UNITED STATES DEPARTMENT ;C >O.•` O�P� NOS / I OF AGRICULTURE AND NATURAL RESOURCES ' '� PQ�5 P�,, ',; l � � a/ �N � 0 CONSERVATION SERVICES WEB SOILS SURVEY, Q�No Go : �� / 0 A I THE SITE CONSISTS OF MOSTLY NUNN CLAY WITH 4 FO / ÷ ------ A HYDROLOGIC SOILS GROUP C. '`Z%NAL C°.‘- ..w. I / 0 ] _J � i ^ off o / I - 9 DUST ABATEMENT AND MITIGATION NOTE: a 0 69/ � I 1 \ \ DRILL PAD N1 I _ / ) DURING THE CONSTRUCTION PHASE OF THE PROJECT / CURRENTLY IN _ I / £ � 1 THE CONTRACTOR SHALL UTILIZE WATER TRUCKS TO / PERMITTING - - - v Z I4j6 . MAINTAIN DUST SUPPRESSION. APPROPRIATE EROSION I / 0 / 5i I ° N CONTROL MEASURES SHALL BE INSTALLED AND / / _ �- IM / �g> IMPLEMENTED (I. E. VEHICLE TRACKING CONTROL, 7 ai1I 6SN CONCRETE WASHOUT AREAS, SILT FENCE, ETC.) . ALL PROPERTY LINE I 0 C\) / I N PAVEMENT TO BE USED ONSITE WILL BE RECYCLED Q / UI � ASPHALT. ALL AREAS DISTURBED SHALL BE SEEDED AND Z I I N MULCHED USING NATIVE VEGETATION . WATER TRUCKS 5 Z -V hll " , SHALL BE UTILIZED TO CONTROL DUST AFTER M` Q / �c � / / I Il)I �F CONSTRUCTION IF REQUIRED. CC a r W PROPOSED R. O. W. --L\ 1 EXISTING GAS FACILITY / \ / I I SA� FLOODPLAIN NOTE I / 11I BASE FLOOD ELEVATION (BFE) = 4769 ± J Z I \ .\, I a —4768- UNI \ II �I I I MINIMUM ELEVATION FOR CRITICAL FACILITIES = 4771 ± O 2 0 J CL JI � fIII A a O I PROPOSED / \ i a l cn I I �� CC J SEPARATORS PROPOSED VRT TANKS \ c" 1 cnl \ W EXISTING R. O.W. I % I / ,.. ! AND VRgJ'S O / I I I Z > PROPOSED I ' / !� / PROPOSED DRIVE AISLE \ / / TURNAROUND I / i 000 0 ----- - I vi I I �� V CI / i e / / PO O O O O ,S (RECYCLED ASPHALT) G> - / , F ^ L \ PROPERTY LINE {k _ o — EXISTING GAS LINES IN 6 67 G� st PROPOSED SWALE 11ic i o K 4768 0 47 \\ willbFF 6" W I �/o N I M �/ C.> is cn F i xi- I I : \ —I a ' 1 I 0.55% 14266 2.048 �� UTES REAL ESTATE COMPANY i � cc — : \'� i I > W I \ i 7 EXISTING 12' WIDE to I I � I \ E (TOWN OF WINDSOR) I I I v' � 4768 PROPOSED 8' WIDE "A ACCESS ROAD �' /4 I y 1',V,/V,, ZONED: LIMITED INDUSTRIAL J� CONCRETE CROSS PAN 7 \o ( J - _ / \ 4769 WITH 2" DEPRESSION / \ \ � ,z/< N CI � / \ "' PROPOSED RETENTION/WATER QUALITY POND 11 y z LEGEND ' / PROPOSED 1) o Z W EXISTING 7 WIDE EARTHEN ! I I ' , I I \ - -• I 4770_ / 30.00` WQCV REQUIRED (CF) = 2,731 _ O CONDENSOR IRRIGATION DITCH TO BE REMOVED 30.00' I 140.00' 200.00' I WQCV PROVIDED (CF) = 13, 242 I r & w EXISTING PAVEMENT �'I-^ 206.37' I i I I I - O } V, I I I -- - , 4 I ;F I .a,. PROPOSED CE RAL I \ \ PROPOSED I 'f a PROPOSED SWALE w / ~~ I I I• I , / o OIL TERMINAL 1 „ , � I I k I w _ SWALE -- / / � . i . DIAMOND VALLEY ENERGY PARK LLC PROPOSED 12" zH o PROPOSED PAVEMENT Q — I - 1- PROPO�ED _-io \ N k Z Q 10119 COUNTY ROAD 66 ADS STORM DRAIN --T-- EXISTING CRP, WATER w I 1I - TRUCK WELD COUNTY PARCEL 080723000044 6-9 X20 PARKING STALLSI I _ � w �. AND SEWER LINES I (9 0_ -- I LOADING 74.64 ACRES 1 - 8X20 HANDICAP STALL LIMIT OF EXISTING LAW PROPO ED OIL ! I f U _J o TANKS AND I PLATFORM ZONED: GRICULTURAL 0 II [ m -IN DITCH 100-YR FLOODPLAIN I r I 1 - 8 X20 LOADING ZONE / 4)66\ > •--• SECONDARY E. V \ ( _ V\\.\. / / 16 - r 40.00' y =' p o \ EXISTING SWALE G7 I m �� x-4770 s r� � "� f O EXISTING DCP NATURAL �I N 140.00' IIFUTURE \J c / c i .\-:"---\?-'51 '_-` ' n ` / GAS FACILITY A) IR.O.W. U R.O.W. 76g Ex v V4165 EXISTING CMP / k� STORM DRAINS • I QqRq \ EXISTING FENCE N • EXISTING PROPOSED GRAVITY SEWER y 1�h I1 I - ,�i 1 1 �` \ r ` MAIN (COORDINATE W/ TOWN) I PROPOSED END OF ROADWAY SWALE 4768 1 , �Ex; / \ �` 0 x � r�i 6 STORMEXISTING 18" PROPERTY LINE , �; I \ \ 1 o `°I�IsHEG J STORM DRAIN DETENTION POND R •-rl T T ' ice_ _ 1 i IMPROVEMENTS PROPOSED 12' WIDE III PROPOSED 3 0 1 ' ' l / \ \ x o ELL R LOCATION ALL EXISTING SWALE ss� _ - PIPE RACKS \ ACCELERATION LANE _.__.,&o0- --- -� - -4765r j-- ,1— —f-'''L` � - - ti t , r r , �4764� T ` 1 o cap r J / / N EXISTING LIFT STATION _�_ _ ST V l� _ _ _ _ _ _ _ _ C) am_ _ -_ - " Rlq�� •IsJG —1--.-. y �" / TS T, —G -- G G / 3' - - —' .. — — — — a o -: —_ �_ S _� • o ?zi.PC~— -o~ NCONSULTING WhalersWa ENGINEERS > M—C:i -�FM - — _� Fes._...__. - �� ;_ . _ —.�f — s.. _ = rn -� E SS ! Y o _ ioo — _E�o z a —o ff E E t = - 3 a w � . 05 a _ _ _ Building C, Suite 200 —o z 3 - —7oo-tx F o 1� _ ® EASTMAN sARK ERNE — -o •o n i o • -o \ Fort Collins, Colorado LUCK 1 r s-,_ o-�n. —f Fax: 970.226.0204 a N a a >40 o a o— _ 1 Phone: 970.226.0557 ' o __ w /_a ax-71 of e �— - EXISTING ACCESS r aA aG� _ a r L EXISTING ELECTRIC, TELEPHONE, - F9 hU OL ru FO Si -c0_ _ry 0 -F0 FO J FORCE MAIN, AND GAS LINES rn TO LIFT STATION / JOB NO. ��r-- - �A W - - - q�t - _ -Vlr - - - � �W VV W -W�� W - - W w vv - vv W W W W - W��-7° �� 1N yy - W W _ - W W - W W _ _ W V 1204. 0004. 00 — — — — — — / - I / " Ir� "X,, r yy �jy EXISTING HOUSE TO _ !' �T �� i.- SCALE 1 =80' _ w _-� 29.01 ' WIDE Ex ---W-,...- w � �� y BE CONVERTED TO PROPOSED 5' WIDE ACCESS 23.88' WIDE EX. \ \� - - w�w�DRIVE ENTRANCE / /-�W „, OPERATIONS OFFICE u RAMP TO PROPOSED DRIVE ENTRANCE *\� w ww��W a —cot FOR GIMP 1 - w -- iv - It/Vv Ile -ww OPERATIONS OFFICE �� FOR GwIP ww ww ww ww ww yYW wW w" DATE FEBRUARY 2014 �WW Ww Ww Ww W • PROPOSED GRAVITY SEWER PROPERTY SOUTH OF EASTMAN PARK / I MAIN (COORDINATE W/ TOWN) DRIVE IS FORMER KODAK PLANT SHEET \ \ \ li 1 I OWNER: WINDSOR RENEWAL 1 , LLC 80 0- 80 160 w of I ZONED: HEAVY INDUSTRIAL scale 1 "=80' feet 1 N I II I / I PROPOSED R. O. W. I' / I F I to a z 0 0 III Lli � N (n I w I 0C Ct EXISTING R.O. W. I I O) _ 4-770-- / 71 .33I I � ! PROPOSED TURNAROUND I I� W a 70.98 1I x70.62 01 1 / I ? 69.46 m -I II p� DRAWN \ IJ I / I - C D.A. P. 9 1r CHECKED o xro x4 J.M . J. - r I I n DESIGNED -8X---- D. A. P. I i\ II O FILENAME ,1 � n 1204_Grading — Oil � , Iii o ^ - - PROPOSED SWALE `r ) „x I UTES REAL ESTATE COMPANY (TOWN 0.527 Off.' ® " '." \,, OF WINDSOR) ‘ tig /�UOv ; , 4 0\1V` O ZONED: LIMITED INDUSTRIAL % i i : Q O l Q li \® 69.85 68. ��N� 0�4' a � / \ /(1 .00 LEGEND ``Fo j � . a• �`;% 01 :Y 68.54 OiPi . ' G i .72% I EXISTING PAVEMENT `��S�ONAL ��- EXISTING 7 WIDE II I One PROPOSED PAVEMENT EARTHEN IRRIGATION I / I / DITCH TO BE REMOVED 11r / 70.71 l I 70.65 I 8 30.00' o I 206. pi I •-71.25M / J \ PROPOSED J I I Iact - SWALE I W C_ in I = L \ I1 J _ Cn CC W Z \ LLI W LIMIT OF EXISTING LAW F DITCH 100-YR FLOODPLAIN -z o0 1'J J a II 1 0 LLI \4j69� I 0 I c J � 1.\ V 1 I I cc Z ) li II 40.00' i FUOTURE I LINE TABLE CURVE TABLE Z Q CC HMA SOUTH O0F it R.O.w. LINE LENGTH DIRECTION CURVE RADIUS LENGTH DELTA BEARING CHORD W Q NG R.O.W. li I O THIS LINE H {� � I -� L1 183.70 S85' 33' 08"W C5 50. 00' 78.13' 89'31 '35" S44' 37' 49"W 70.42' RECYCLED I I L2 78.52 s8s' 17 49"W WS ASPHALT III I L3 174.86 685' 38' 1s"w C7 50. 00' 176. 59' 202'21 '28" N78' ST 15"W 98.10' > 'R PAVING a NORTH OF 47.19 C10 50. 00' 78.76' 90'15'13" N45' 07' 36"W 70.87' THIS LINE 203 L4 122.20 S89' 23' 36"W Z l03% \ \\ 71 .25 L5 438.96 SO' 07' 59"E C12 50. 00' 78.76' 90'14'59" N45' 07' 30"W 70.86' SAWCUT AND REMOVE EXISTING70.38 I) A' 70.38 \ PRO L6 33.42 N22' 13' 29"E C20 3.00' 5. 28' 100'47'17" S50' 38' 38"E 4.62' `Q` 0 PROPOSED 12' WIDEPIPE L7 473.01 S89' 44' 47"W / PAVEMENT MIN 1 ' SOUTH OF ACCELERATION LANE / I( EXISTING EDGE STRIPING. / I� C21 100. 00' 53.93' 30'54'05" N63' 30' 41 "E 53.28' Q CC AA,� . e 66.80= - L8 192.31 NO' 00' 00"W _ _ _ _ Vy 100, L9 70.95 S89' 45' Ot "w C23 100. 00' 72.76' 41 '41 '23" N68' 54' 19"E 71 .17' Z \4 I 69.1O' / \ i :Y 69.61 - L10 30.00 NO. 14' 59"W C25 50. 00' 78.76' 90'14'59" S45' 07' 30"E 70.86' 0 \ END OF ROADWAY - 4769 �h / \ IMPROVEMENTS 6g� ,' � �o°j——e! G kb �G� — 6920 G G L71 7.00 N89' 45' 01 "E 9 �y k \ C27 100. 00' 157. 52' 90'1513 S45 07' 36"E 141 . 73' •6j� -----a' '71..3 6� _� �M- 6" FM_-----6" FM- IiL4-6" F;� --�5" Rh,-- spot t T -� �. ₹}• L12 22.00 NO' 14' 59"W 7\G\ _G— \ — G G G G - - G fte GL2_ 0c�— � — _-- a �e -ss -- �6 e s " " Q q � - �oo-rx �t��i E - E r L9 A — E E �4 ' '� L13 70.00 N89. 45' 01 "ECl C29 100. 00' 156. 87' 89 52 46 N44 48' 24 E 141 . 27 r , --ii "iii ____24.---/------jr-4.,--------- �` _ _ e 9 �ioo-rR 9 9 s" WA 6 / �� 4 'A0 r T'o — 9T A — E E �g-- �-6 #M—�-6 FM __= E� _ _ _ _ - icy - o 3 �Y s " C31 25. 00' 39.14' 89'42'27" N44' 59' 12"W 35.27 o } Leo �B— CBS _„e p o Z ¢ o _ L14 20.29 SO 14' 59 E oF ,< 4rCYA S R "'i+y� io0-re yT�?a 9TCY� — ` 44-- XQ-- b —�4 _ �4 r L15 40.46 N48. 03' 38"E C33 50. 00' 78.32' 89'44'47" S44' 52' 24"W 70.55' 1Do-rn =• En ¢ w w - L16 213.35 N89' 45' 01 "E \ \ `� w a C35 50. 00' 78.76' 907 5'13" N45' 07' 36"W 70.87' - _ 1 _ _ L17 199.62 SO' 00' 00"E Dov \\ �� — " - PROPOSED SA 037 100. 00' 156. 64' 89'45'01 " N44' 52' 30"E 141 . 11 ' \ \ 4. al-001 — — i L18 6.40 N89' 44' 47"E � � \ UA-ooL . :D,- FO FO FO Fo FO —FO .F( PLANS BY OTI " " a _0 �Fo"� F'� F� FO Fp Fo FO n.J - r o FEP 4ao� FO Fro-�` Fo ` �=�_ — — _ J WITH TOWN OF L19 276.49 NO' 07' 59"w C39 100. 00' 157. 52' 9014 59 S45 07 30 E 141 . 73 ' " ' _W N W W \ \ \ \Wy W - W - - - - w✓ w �j - - W W - w - W yy / W W -W - - y� - - w w w l W W W / W / �l W L20 190.08 so 00 0oE C40 3.00' 4. 71 ' 900000 N44 45' 01 "E 4.24 - - - _ \ \ - - _ - - - - o i - - 1 - - - Cr - - L21 100.00 S89' 44' 47"W 1 — — \ LL \ ILLL d \\ 44'004, I / / r — w W L22 190.52 NO' 00' 00"W \ y \ Y ` - - - _� - - —W�W�W �� 29.01 ' W DE / L23 190.08 SO' 00' 00"E \ \ \ \ -W—W�W W— W W� DRIVE FOR GWIPNCE I i / /yy,-oot� TST, INC. CONSULTING ENGINEERS \\ \ \\ w w�W ,�W\WW W—W—W li NA-001 �" �) III ----- _ Building �I Suite Way Fort Collins, Colorado Phone: 970.226.0557 Fax: 970. 226.0204 JOB N0. 1204. 0004. 00 SCALE 1 "= 40' DATE FEBRUARY 2014 SHEET 40 0 40 80 3of5 scale 1 "=40' feet I ^ - -4768- - - - \ II I N 0 PROPOSED R.O. W. / / \ \� ) / 1 / \ 63.90 I I _ 4766 PROPOSED SWALE N I 1 �76S EX. 12" STORM DRAIN I INV. i (I z III �1�y66.34 - - - -T � I �� _ 11 F • ,i_ �g 1 z 0- 6 ;Obit 1 I 0 U 1 II �� . PROPOSED PROPOSED VRT TANKS ! 12 ��--N, (/) o EXISTING R. O.W. II ,�''� �'� SEPARATORS O °s 616Th-, -- i' __ >oa9 I 1LcLJ 41j0/ / 71 .33 ( AND VRU 'S �� 9�' .� i / L_ -J j �� I \ PROPOSED I I , o 0 7 TURNAROUND ( I I c a I� �� i 0 PROPOSED RIDGE I \ I1�� , Q\\\Q 7- , 0408 70.62PROPOSED DRIVE AISLE — L \I69 (RECYCLED ASPHALT) s C20O a 27.00' ,6.00' 27.00'? o PROPOSED ECD'S \\\ 1 i" /O 61re I II\ X a'� G2 66.61 t� 00 @6 S1 `f?, \VI I O �, ti6 6�� `` O O O � ``+ 1 # `� y6 � `� � �+ I� - T ) \\ \ on i o,• 69. 4 66' 4 66' 4 61 ' 4 .1 .*4 61 ' 4 A 6_ P P P P P P _ P k --�—ke� --- — -- xe� --- --- L7 *� — — e� / / o ) r ‘zi \ t q � $ 67.17 p0 1 \ D.A. P. 4168 \ d O MATCH EX. \ •o EXISTING 6 1 co \ o a I "' F�s� �� / GARAGE \,.. L13 " 67.00 \ \ CHECKED J.M . J. I 111� � o xd xss L21 e 0 5.00' \ \ 0 sDESIGNED Q �°� 'If �� 2s 9s •s��66.34x ��6� / EXISTING POWER POLE \ D. A. P. PROPOSED SWALE L66 ati .7 � � 67.06 \ f - _ - K I1- �� k - __ 6A - 55; x66.73 �s MATCH EX. / G7 / r i 0 FILENAME o.5zx 2,_ I 1- o / / / 1204_Grading - Oil �� 1 I 11 u1 J IXwI / / G Iw _ / / \ _ „„ I I , r 4768 66.98 I N I / ---;"?,00 �‘" 69.85/'6688.45 -‘11 .08.60 x67.65 66.34x I �� L __I / FL ��C 20, II \ ,ys/ 1 oo / / ��'r,�— PROPOSED D 8' WIDE MATCH EX. / ACCESS ROAD EXISTING 12' DE I OPERATIONS OFFICBE CONVERTED E ^�� EXISTING PROPANE TANK \ ;SO 0 `c.0 0 PQQ.3°9. "C\p�% 72R ( 4769 / CONCRETE CROSS PAN co �/ I r PROPOSED 5' WIDE ACCESS \ i, G • �✓ WITH 2" DEPRESSION O "' F69.30 PROPOSED OPERATIONS OFFICE FO / � �� ' / RAMP WITH SAFETY RAIL TO et" Q; G) „• <u , X71 .00 X69.83 x69.11 2% x69 Q • • • • • • * • `• c.>i EXISTING 7' WIDE / I 4770 Ix /^ aFF 69.03 TOR � / � � ��S�ONAL �� EARTHEN IRRIGATION / I / PROPOSED I / 1 6� 67.33 EG DITCH TO BE REMOVED 01 I / CONDENSOR o �� / </>7.--- I o — — 1 L I a �� A° 66.01 TMATCH EX. 17r :452.4---H1 CONTRACTOR TO GRADE BETWEEN 70.71 If170.65 *70.64 ° EXISTING FENCE / ti EXISTING BUILDING AND PROPOSED 140.00' I 200.00' I 30.00' x71 .00 x71 .00 71 .00 scot / CO co I ACCESS RAMP TO PROVIDE POSITIVE '- Y71 .25 I I I r� PROPO D CENT - OIL ODEXISIIINGEB�ILDINGUT D AWAY FROM 30.00 206.37' a M IIq I 7, .2s� I— PROPOSED I I I I • •Lt• RMI PROPOSED RETENTION /WATER QUALITY POND ' A i I W SWALE ! 4N DIAMO VALLEY ENER PARK, LLC BOTTOM OF POND ELEV. = 4763. 50 / 10119 COUNTY ' OAD 66 W I P COUNTY PARC 080723000044 I WQCV REQUIRED (CF) = 2, 731 J i ml 1 I PROPOSED m 74.64 CRES I WQCV PROVIDED (CF) = 13, 242 Q / -I -A TRUCK L _ ZONED: RICULTURAL �;1'..L La - I T LOADING M Z W I aI _ I PLATFORM n N / I 2.25% PROPOSED 12" ADS U) LIMIT OF EXISTING LAW A I STORM DRAIN © 0.5% M DITCH 100-YR FLOODPLAIN I PROPOSED OIL I I 66.49 TANKS AND I I 65.84x 'MATCH Ex.el -2,014 SECONDARY I �� (`Jt PROPOSED SWALE " III Z T I - N EXISTING 12 STORM V CONTAINMENT i_I I/ L, A 6� I _ WILL BE USED AS ITHE \4j ill 71 .00 >V71 .00 63.60 . _ _ _ 6h 63.90 69 - I x70.85 .._'..-w6656 "I\ THE POND OUTLET PIPE. J INV. NV. R-5 61��.\ 1 EXISTING SWALE Om Oil 0j 66.34 , 20 0 20 40 - g O PROPOSED TYPE L \sue 66:c32 . - L9 scale 1 "=20' feet W RIPRAP PAD I ,�— •c2 -_ , •g? `I t \ J �1t O O \ / \C t v — — o •- 40.00' I ^ _ i_ c0i C40 J I 1 \ II FUTURE I N 12" ' _--- �O' I— b L11`� \ ` \ H HMA PAVING R.0 W. II 1 R.O.W. PROPOSED ADS INV. 0 \�3 s� i j ss66.810 X66 666 's```°e 1 \� �\ w z SOUTH OF II ( Ki.' STORM DRAIN ® 1 . 1 % 0' s •s •s �(� THIS LINE I V I L 00 _,,‘.:___,________.N..„_____ °� —— — in cP 'SP si2? ?� \ \ I I LINE TABLE CURVE TABLE Z - x68.55 x66.63 O ( 1 1 / 1• \\ En CC RECYCLED 2 > I Ex. I 6 ' 6 - ASPHALT " J I $ I GARAGE' ' 67.00 \ LINE LENGTH DIRECTION CURVE RADIUS LENGTH DELTA BEARING CHORD W > ss.ze I 1�/ I I L13 �� \ 1 W a O PAVING 67 , 9 PROPOSED \' r - -- W L1 183.70 S85' 33' 08"W NORTH OF I o et) I e� ; I / / \ N C5 50. 00' 78.13' 89'31 '35" S44' 37 49"W 70.42' 0 ( THIS LINE 0 03 1 SWALE •-. x6A °s 64.25 $ I lEX. /112 \ L2 78.52 S89' 17 49"W / „ 71 .26 X71 .26 \� T I al ISHED \ \ 0 C7 50. 00' 176. 59' 202'21 '28" N78 57' 15"W 98.10' 2 �� INV. �-� (,� L3 174.86 S85' 38' 19"W �� 66 \ S o a G EX. BLDG. / L/ G \ \ W 4770wn / 70.38 ^r +I7o.38 \ PROPOSED 68.51 �� k1 d �1 'os / I Ni / / \ \ - L4 122.20 S89' 23' 36"w C10 50. 00' 78.76' 90'1513 N45 07' 36"W 70.87 J Z PIPE RACKS __ _L16_ � ' / 69.30 7� \ i snn/ �� i _ ° 4768 *6 — o Z --�,6—_ - -- —`6 - - 64.80\/ ° _ _ — 69.03 TOR \ L5 438.96 SO' 07' 59 E C12 50. 00' 78.76' 9014 59 N45 07' 30 W 70.86' A7-1-1 r I 4767 --- - - 67.33 EG . / I-7 I Q / I ,� 66.80= - - - - -� - � - -� / L6 33.42 N22' 13' 29"En „ CI 4767 ExIsnNG LIFT C20 3.00' 5. 28' 100'47'17" S50 38' 38"E 4.62' `/ V� T ° U� o 16 6^ / ryp�G // / > I STATION L7 473.01 S89' 44' 47"W 69., 0 �_� o F A �, - ' a� a' ry / C21 100. 00' 53.93' 30'54'05" N63' 30' 41 "E 53.28' CC a 1h I 69.61 00_ o o `a6^' / h� �/r� I LS 192.31 No' 00' 00"W CI °j .- z, G� r ' G i o- _G_ _ - -G- - - - - - - G-----6-- —G G G 1 -r C23 100. 00' 72.76' 41 '41 '23" N68 54' 19"E 71 .17'X69.20 G G G G "- - O (Ti L9 70.95 S89' 45' 0, "W -�_• Shd•— --6" F ,-� '� -- _ b= f�r �6.. rM T 6•• 4y� M too-YR b FM C" : '%FM r: 6„ FM e SS'_ N SS- ]' . 14' w . , n . 07' n , 0 _ _ �� - _ T T / N----SS- L10 30.00 No s9 W C25 50. 00' 78.76' 901459 S45 30 E 70.86 _4, TA� E YK E 'yg9xo - , j'•v9`ir - E E E E E E - E J - -E_ EH E r_ 1' -F ' E _E_. = .. � _-: - r �� - _ - p p , L ` r L11 7.00 N89' 45' 01 "E C27 100. 00' 157. 52' 90'15'13" S45' 07' 36"E 141 . 73' _` - $ ,� - _ _ _ _ 3 _ I/ J \� L12 22.00 NO' 14' 59"W C29 100. 00' 156. 87' 89'52'46" N44' 48' 24"E 141 . 27 Q — EASTMAN PARK DRIVE o 7o - / L13 70.00 N89' 45' D, "E a ao� \__ L, 4 20.29 So' 14' 59"E C31 25. 00' 39.14' 89'42'27" N44' 59' 12"W 35.27' N —\ .--� - �o I NA--0 EXISTING ACCESS _�� \\ a&-001 A�i r �t L TO UFT STATION L15 40.46 N48' 03' 38"E C33 50. 00' 78.32' 89'44'47" S44' 52' 24"W 70.55'EXISTING HOUSE TO PROPOSED SANITARY MANHOLE PER I \ / _ -° BE CONVERTED TO l_ - EXISTING ELECTRIC, TELEPHONE, - I OPERATIONS OFFICE L16 213.35 N89' 45' 01 "Enn F0 1 F0 F0 FO , -EC ( PLANS BY OTHERS. COORDINATE FORCE MAIN, AND GAS LINES PROPOSED 5 WIDE ACCESS C35 50. 00' 78.76' 901513 N45 07' 36 W 70.87' . WITH TOWN OF WINDSOR L17 199.62 SO' 00' 00"E RAMP WITH SAFETY RAIL W I W WJ W W i W WV1j w w w w w w w w w w w w w :1----- W w J C37 100. 00' 156. 64' 89'45'01 " N44' 52' 30"E 141 . 11 ' S TO PROPOSED OPERATIONS L18 6.40 N89' 44' 47"E - I T - / - - - - - - /- _ - - _ - -- - - - - - - - - - - - OFFICE. - C39 100. 00' 157. 52' 90'14'59" S45' 07' 30"E 141 . 73' r / W W w � PROPOSED GRAVITY SEWER MAIN BY L19 276.49 NO' 07' 59"W / �W�w -�� W W 1 OTHERS (COORDINATE W/ TOWN) 01 "E 4.24' �` 7-- L20 190.08 so 00 00 E C40 3.00' 4. 71 ' 90 00 00 N44 45' �W�W 29.01 ' WIDE EX. "ice• - - - -W - -� W- - - W-I I_ t! N -ice ` �W�l� W�W ci / L21 100.00 S89' 44' 47"W _WSW DRIVEOR GWIPNCE i / /y� oo / I� W— W�—W ^ r ^ _ T T T T T L22 190.52 NO' 00' 00"W oo� ai.—oot I I / \ W� ' .i u i u .__E— p i .____ __ „ / I W— W w W w� � cv� W w w w —I—w W L23 190.08 S0' 00' 00"E TST, INC. N CONSULTING ENGINEERS 760 Whalers Way Building C, Suite 200 Fort Collins, Colorado Phone: 970.226.0557 Fax: 970. 226.0204 LEGEND JOB N0. 1204. 0004. 00 ma EXISTING PAVEMENT SCALE 1 "= 40' Immmft DATE PROPOSED PAVEMENT FEBRUARY 2014 SHEET 40 0 40 80 4of5 scale 1 "=40' feet 4i -4/025_ --- I N I I \ \ I\* N II - - _ \C) a I H Z _ 0 Z irC \ R, O � I I I- 6`i, N wo \ \ LLJ > C / N [ \F N I ^\ \ C7 0 HE a N � , i I- cc 0 \ 4 1\> PROPOSED DRIVE AISLE \ G� / / m (RECYCLED ASPHALT) I II /2 II I } _ \\\ / / PROPERTY LINE I * [ DRAWN D.A. P. ry� �+ ry� o ------ I---- N I CHECKED � • �� 05.4-1/. l 6�P -- 6�P / I J.M . J. Z EXISTING GAS LINES — o \7O 87.17 / a MATCH EX)4 . d I I IISN DESICNEo In 3r.› \ I v5 N D. A. P. N FlIENAME G 1204_Grading — Oil s-atet% N 6�/ 66.34x 67.06 U r ,>' MATCH EX. s— p0O L/C: 2.17% \ ai �C OR Z 0\ [ \ sL.:ye mooQ 00 G�\0� QP v 66.99) 68.34x MATCH EX. EXISTING 12' WIDE G �' • �/ I LEGEND P G��SP ee �K`" ACCESS ROAD \ o IEli I ' / J \ t eeel �� J— �� 0 �' eeeeeewe.,„..‘c&sty oa G N I f- F 2- 7 7 ' N EXISTING PAVEMENT ��S/�NAL � - 2-a-1% I 6L f \ I rT/a� PROPOSED PAVEMENT N I T �/\ 66.01 'MATCH EX. \0 I \ I [ 6I/\ h 0 7 30.00' \ I �� U)/ IIF 14" , oiL I \ � I � I I [ I Q I- PROPOSED RETEN110N /WATER QUALITY POND (W O BOTTOM OF POND ELEV. = 4763. 50 / I r Z 0044 I WQCV REQUIRED (CF) = 2,731 0 \ *Lyn) I f BCG ENTERPRISES LTD, LLLP I WQCV PROVIDED (CF) = 13,242 rn I I \ (TOWN OF WINDSOR) ZONED: M (/) I I I [ HEAVY INDUSTRIAL MM 1.1.1 I EXISTING CRP, WATER CC W 2.25% PROPOSED 12" ADS 0 \ AND SEWER LINES I I [ Z (n STORM DRAIN © 0. 5% \ I [ III 65.84x 66.49 I 0 MATCH U. PROPOSED SWALE / I f t J a \ EXISTING 12" STORM / \4j66� I I I 0 W $O \� � I CULVERT TO REMAIN. / \ N 63.50 �h. \ 63.90 R6 _ WILL BE USED AS THE / - INV. , INV. -4/6g ? \ THE POND OUTLET PIPS / / / I N I I [ /// 086.34 , / I �� R=50 - -� y�J. EXISTING SWALE / / I L // \s} ,/ ss�s L9 a_ ss9e \� I I t Z IC40 -\s \ �\ \ EXISTING DCP NATURAL \ / V I I I Z V/ � 6 _ k gL11 A GAS FACILITY 63.50 ?� ma G2� x66.610 `: x666 zr°66' '''sss ss \ \\ \\ 0 I W Q II U INV. D6 / _ N s ? S? , \ \ T ^ �4765� \ Cr \ EXISTING CMP EXISTING EXISTING FENCE STORM DRAINS at I re -1: (\ I \ L to DETENTION POND ` 66.63 CD/ !) II GARAGEEX. , al . `�� L13_i x�� 67.00 \ \V `��\ 0.72% _� A T IMINI � reeat _ / \ _ ` PROPERTY LINE 1 N. v, \ \\ \ J Z �S 64.25 H 1 a I SEX. ill / \ 1 IC EXISTING 18" -T- \\� - OI (SHED \ \ \ ° ir I \ a) STORM DRAIN —r T —T TIT # \ ��_ �— IS �- I � �— I —L 1 s, GrL� INV. I �7 � EX. BLDG. (� + / L/ a \ \ O sg� AND OUTFACE T EXISTING SWALE �� I / \ �\ u _i u u a Q •O� / -� I. / / A V / I LOCATION ' �� - Q / X89.30 \ FF ! 69.03 TORN \\ \ / rI L _. 3N ice. �� I \ --- -X64.60 'Aro - -f- - "7 _- , 67.33 E0 ( 1L r ,____, \ ' _� T6 T � ' 16 0��x k � / / \ �/> STATION 7 'EXISTING LIFT ` 1771E Vii.—Ti.--.- �I-L —I-..=.1--- ---I- - I -I— I - I- I - I I _ _ i __ / / a � tit I / , , C r �� S � S � S � S � S � � , I J � — / 0 N - rQ A. / �h. mo rR s FM " 6" FM o SS SS SS o —SS ES �� 5 SS---SS SS o SS— a -I- T / T T T — a— T — T T E '- _� ..r �5a — E E -red, — E E -3 ci E E ,� } n o - - 1,12 o aoo Ao� / ti / ui om _1 EXISTING ACCESS Sy EXISTING HOUSE TO _ TO LWT STATION / / y a - — BE CONVERTED TOV 1_ - m OPERATIONS OFFICE / PROPOSED 5' WIDE ACCESS W W w w w w - RAMP WITH SAFETY RAIL d , w w--__ / W w W w w W W w w �W �V W W W W W W W W — 1 -_- TO PROPOSED OPERATIONS T - - - - _ - - - - - - - - OFFICE. � � - - � - - - - - - - - - - - - - - - - - - - - PROPOSED GRAVITY SEWER MAIN BY ' - I +�I OTHERS (COORDINATE W/ TOWN) T T CI T CI -7- T ` 23.88' WIDE EX. TSr INC. T DRIVE ENTRANCE CONSULTING ENGINEERS N 760 Whalers Way I ---1----W FOR GWIP Building C Suite 200 L� —Vf , —�W � i —� i i i i u ... ... ... ,., ,,, .., w w w w w I., Fort Collins, Colorado W W W �' .y WJ i W 44 Wes NsrW � i W W W W w W ... W ... W W W W W W W W W W W W W W W W W- Phone: 970.226.0557 Fax: 970.226.0204 JOB NO. 1204. 0004. 00 SCALE 1 "=40' DATE FEBRUARY 2014 SHEET 40 0 40 80 5of5 scale 1 "=40' feet I PLMORIGAVAMIIIIONSERIMIEll OffilittlaCCIUMICOISISMONEBILMIFICATION Ma rpm 5 10 Elgin THAT THE WELD COUNTY PLANNING COWISSDN nA5 WillED IHS 5 TO CERTIFY HAT i-E BOARD CF POTTY CCYNisscA RS, NTLD CO NTI, THE UNDERSQNED SWOR PROPERTY o1•NER(S) DO HERESY AGREE TC 1'E STE AND DOES HEREBY RECOMMEND 10 THE BOARD Or COUNW CDMVTS$0NERS, VELD COLORADO, DES HEREB• CONFRU AND ADOPT H's sir S EvTAC DEVELOPNEN1 SQ'ECt,C DEVELOPMENT PLAN AV) USE BY SPECWL RENEW OETTEL PNENT STAMI•ROS COUNTY COLORADO. FOR its CONFIRMATION, APPROVAL Ara ADOPTION THIS SOE PLAN MO USE BY SPECA. KNEW AND DEVELOPMENT STANDARDS AS SHORN MO AS DESCRBED HEREON TINS DAY OF 20= Q�ti - 5PELTrC OEVELEMENT PtM MID U5E BY SPECNL REME. A5 9I0AN AND OES:RE ED HEREON 145 DAY OF , 20_ A OES9bBED NUCOR HMS OMOF , 70 iognialos �yvR,� IQ%ATURC ��CEA7R4L 775134411/4410•3/4, IR OtAR. BOARD CF CONUGSIONERS WRNSTU.aaw PAR, WELD CAAMry PLUNK COMMSS(aN ATTEST SUMTURE I PMiVNM PAFM(OIL YcUUO COUNTY CLERK TO THt DOARQ ST DATED'. .. DEPUTY O.ETaC 10 THE ROARO TMATW 1 0 vALLn A , b rOW/ IIIr1t1 DAP. •Rit p I UM.L At ■ SRAm°¢ I ViCINMIf MAP ' D.A.P. PROPERTY NORTH Cc S 1204•,Sit• Plan - 00 OWNED BY HARRY I STRONOERGER TRUST ZONEDOf AOCUtTEJRAL I I CNBfTE.son..C .' . / _ _1 L _ ACCOFONC TO ' E H UnrtEO STATES DEPARINENT jy Q I OF AGA[U11URE AND WICK RESOl1RfcS 4Y" CONSERVATOR SERVICES WEB SOBS SURVE?', i� •06 'Ter / C' .1 - ME SDI CONSSTS Of MOSTLY KUMI CLAY VIM .c RC .. I I / 0 A ,!YNC.OGC SOLS GIMP C `rQVAI f,1k,_= i(P' C • DUET ABATE MENT NA W110101011 NOTE Q i cis PAD es' OURNO THE CONSTRUCTON Pu5E Or THE PROM r CURRENTLY N _ _- THE CONTRACTOR SHALL TAX WATER TRWfSFERRO-NoFERRO-No PEANG _ I -- I DAMN MUST SUPPRESSION. APPROPIGIE SRO` CONTROL MEASURES SNAIL IN NSTALLED AND I / ITy IMPIIMMENT£D (LE VEHS£ TRAOONC CONTROL. A 7 ` CONCRETE WASHOUT AREAS, SILT FENCE. ETC.). A'. —I PROPERTY IJE 41 PAVEYEN1 10 BE USED %GTE MALL BE RECTO-EI. Q ASP ALT. ALL AREAS IGSLRBED SKILL BE SEEDS' Z Z- \- MULCTED USNC NATNE VESETATION. 44th •H'..i.- - S - HALL BE UiUTED 10 CONTROL DUST AFii CONSTRUCTION c REQUIRED. C a W PROPOSED RSA MM[AAS OAt TALLY •4 FLOOOPUUN NOTE F H la J Z I \ BASF *WOO uivA1;0A (BEE) • 4708- I 3 •rrAl - .r�I MALVIN ELEVAFON FOR CRRGIL FACIMcS - a7:.. O POMPOM I\ H W EbSENO(tat I F 2w t war I ❑ �0"61"130 PROPOSED PR/PDgn oR11A 419E o z W PCpjO woman) _' , A/r' / 1 _ C UUV(J'O O,000 'OWN RAM ` U 1 • PROPERTY lllE L -/...- 117.---r1) \' - •E[STNC GAS LARS W LO—L. PROPOSED SW ALE I ' JIN'?. -f cir libl(1 REAL ESTATE COMPANY 7 uarrL tr mot > a. ZONED: IAATED MO JSTRULL ( .i .A '� \ 4„s_ CROSS PAN:novo= r wax ! VMS\` \ I. Q I 1 --11-k, -•hA.. MN Y DEPRESSOR co ) ddd � PROPOSED RETENTION/WA1ER a muTY PRO C - ° Z W /1 PROPOSED �„ //1 // S�j1L : MRGNa1 dro•it K ME AMAN —ir01L0 i _ an'� __law-_SOR / SOCv FRONDED M - 1 2.731 t I I A'I NIt"i' ; AISTNc PAvuICHT c (n PROPOND pima _ 1 OIL L PROPOSED SHALE III PRD'O D PAVTYENT Q ■TEE 1 H , PROPOSED to a0 run afar►r0.Ut PROPOSED tYNnI COMITY FOS N ADS STORY ORAN 1 A ( _ TRUST ea awry PAVr 01071®w 6-1•%27 PAM STALLS mimic CRP,WASH L a CI AO a MING uM /A .' PROPOSED OL " LOADING LOAM ADO 1-taf MOW STALL MO Mitt E.0 E VAN now wP-n nACCPEIM j .i I TAMS AND PLA1F(REI 1-Otto'EDA0111 201E SECObARY .1 ' •w • =WC•r sraV 1 _ •n f /MOIRI r0 famo N tr I.O.00' - eQ , . 8 { \ u�No oaDafr RA PAAL ! , • MOM WW1'1[MU �� 11TPP��T i 7 •1 '•L� •� . [WAG MIX ECSMME CAW SIM aura wm!ItwDNA4 w/VAN) 1 PRONGED - �-- — LINE_ -- - L j - =roc 1A• PIIaERlY .-.. • END Q ROAOMT SMNE .��u•_• . O r 'V srw[MA[ --. ..... .-. Y E•I ,E,13‘,--"C, ' °n ` . witok SDIA PROPOSED 17 1AOE - n • i �� '/ t t ° i,, .•,'`star: r. LWsrsc wwc \ tf. - - —� - - — ACCElfRA110N lNE —�ayti:- . -.- i F - l- _ �_ _4 _ !� _ _ _ �_ • r n A _ 3T INC. msaL 1 swot i n T {yp ___Ill 47• •[�•�• _ _ o' • 1 .�A;J. 04;n:LKS —a . •.p .Y ____-j --.IB-.�J— - s. _....!f H-`=.`.�_..._� ' ,- _;.1 a. _ eis -�e"S? _ —� . . M.zz.= w;i N.�F-: - - E"�0 '� I\\ `-- n _[ :4 j^�"11�Y,` S�I i eulekq G UM 707 �- - _ - - [ Ayr c �� g +—iB��.. �r.Ce — rat Cana SOW +.r I aS -c �� ramsMRa■t : �� elts A.. oTo771ro» _ - s•�•--�— [_ - EILS,wL KCF55 a.R F� 910776C]Dt EA-- s •l =VC fltC C.rnr+wc. 8- .717204970.20004,2110: t _ 6�f1--��I'dMa q.-- -z _ I lo----TC—�O— fRPLE NrN.010 W i,�Eb n vT srAtCT ail 7f"�-1y' aYr�aK--a" _r_ .—=-Y x .. N WW�_ .W _ W—w�.—ma _n—W 'k—_N N- w _11 .Y;�-.'N _ N V _ _ W_ M��-W—yF—_W—y--I /204.0001.00 • . - - —_ - - ^ - _ ^ - 2931' i0 r"�/ M-��.. - EASING lsuT •0 - PROPO4D Y MOE ACCESS _ - _ - _ 1•=60• • 'a-a --i • A NG HORf+roE fZ me-- y-- -�CRN iH 14WQ '"'�`� Mn� .. --Wf. , - ROMP TO PRCP05ED of[zt E4TPAKL •,.......\\__ >� • w-..- ra DIP _ _ . .1..�..rte++-�Tt - -1r N_ -y --•+,OPERATIONS Witt -..Fffi-91; M'R.—_wi�.--IrE�!---.1=A��E • * FEBRUARY 2014 NAM 5* .--�T�a • - - ♦ ARMED 'T w/STIERin* PROPF S SCUM OF M PLAN PARK MAN trncwA.rt M/,Ow) DRIVE R FOla0.'R ROOM PLANT OMER MINOR RENEWAL I, LIZ 7 a rte, .. 2 at 6 20NER low NOUSIRIAL I 11 i ` - I _ 1_ - PROPOSED LOU I / / a /1 J / u� PIIOP'0lED SrNE I�r I r \ a 9 'Q.M PROPOSE/ star oRAN S \b i 1 1 I FlIOM)t \ r'ROPO�D WIT TAM (� \�_ ;.11 1 .,t_ 5 EJGSiC4 A rl NO Ma ^IEPMATORS O O \* —_ ___..CST— 1� `t 1• 'PROPOSEDi .•! LI' O -PItOPOIm RDL[ - FI I` '1 a" - - , - 0000 _ 1 1 \. r r ' , eit Maa, • it ( 1`I f : Or / ast0 0 0 0 Att \ fro, ,,,filip ,,,,fr i•- — • pre I i IA �� V 1i' c/a1Oe�a // / li / [271.1 uJ # �u~ �t `', OAP. �� 11, / ben \�,1;'I 1X04 '-m1. �n� Eltr5TM0 PO{EA COIL �O I D.A.P. riti, �,... mI" ffw,a a i d i ' -tra �_ �sa� wan tin / 1 0 rxo{_c.oBnq Co �,.. Iifirj Lt. + �/ I�r �J t OW K�E / a W Ora E7E41P1C PNIyIWE WIC �"; [, K_a I J / I CONICOCPRESSION / 5 , 's 'CROSS Pm I 00P043 / / 1I ! t4 , Sot ;NW . PROPOSED OPERAMMS OFT= s • 4� o-.:rrrc i VOL I + l . n Tel / r .Jroe1t j r I �� + COMMON I 1 �' 4; // - -- 1[ .__�� stW I' L -- 4 - m I �^ Dose / R `EgsnNc rum @ --' E 1R*tiMO LTO M10 rim rue • F �0p� 11 I ACCESS RAYr TO PI101gE P09n1E — ' I I I �rar 71.f 1 OIL I r fr \ OUT NO AWAY MOP ---1 pRoPOND I MONO acromwrAmt auun Pao I__ 'ova I ' 1 I '� I I Vat 10 Came r. scam OP POIOS( 4Pa130 ..t { I .__. P I . o6a 704 amrato6mf4 SOCr Ma1Dm(� . L7J1 N --1-- -IMMO _ Pte, , l I /f 9 a I I PROPOSED ,r ADS — mow on.w /ttl — 1 • I I Stole auw o o.52 2 111 ena 1aaa1 ftaoal ll I�F 1 WOOS NO �' I I '"ate PIIOP I , ywAttCC It..� Z sDm11D+ar I relic,r star p I P 1I I I t ,°..��..K ' I ,„ _ -1 14 Poo wen 1rt ., �. 1 ,• ;�, I -- / `� P,.So — ft......., >n __ f >n p O II i� PROPOSED nit u * \ r on W Is / RPRA►PA0 * o ' , in J C7 it p I,4 RP[ GED PN000lm tY A03 A PiAi1M°° a I 1 (/�T�)(�jt \� Srotrl oKA.I •,.0-\ �� c?� fix" 'I ,f l\ t� PDa LAE�CPCIED I ----• W W l s.. n, a ,P 90-`4' ar.l �_ l� , 0 lart Tau 07NE TAKE Z A 11 I , i ` DOKE w 113 ; in !� 111\` �`�\' lNE WPM oI EMM>tl CURIE RAWS WON N DaTA BEANO CNOD W Q pmstO NORM a I Mt PROPOSED T , ---_ __ uwm its7Y Cwu p SO.ar 7a,r !Yb•x• 011.7r N•w ra1YU t1K UNE I\ `, 311WETF ' I E.I-tOc �// u 7aYl w v We all C7 SOW ,76.50• 702.21'W NM Sr In KM n I= `s /i 1=,..,'Ek S>_= u la we�r,n \ ,PRPROPOBmrec RAacs S +, IN 0 "� ,P � •� �'J 1\ `,1 `- u ,alt fPrulr+f CIO Saar POPS' ems'IS R45'Or aria 7o.0r J Z -471P• _,Q __ 0 i 10R• u ULU V 11 eft pJ s0.ar 7170• 0014.60• N40.Or an;w air '� :! , �/ . --_�f ___�_— --e ---��_�_�� w'` �� . .,�EOc•]�--"4_1------- u AU Ntl',711'E Q „a. r--,lw4LC —*-c:rCCGG ,� •8 .r , , .,4 0whro✓, _ tl0 l00' Sit ,00'47,7 080•x' an A.RY > 2 \ sot ere 1x111r V a61r C!1 ,010? JOs4Os' N6] JCqt CIS 100ar41•NYJ• lwrse :.1 ,.1_,.. . C— G - `(:�—C--.—( 0 6 �S. �C. ' � ,� — u mr w.r Orr O ss_4' � _-�—_ ��—'`.�� Ea SIN la If are C25 6O.00 7aM' 001{'!IS' f16'Or 70'E T0.M• e ,a=isi•�— —E - -E—E—[—E—[ E Q E---"-'E�-r•I—E—�•.E---E— - ��='-- -•^•—s— U• I r.0e sr a ill C27 MIN' ,57.07 writ Se or WE ,41.77 �- '`• EASTMAN PARK DRIVE -', i Q� Q. - a 4 , w lam w4r 11 as faaar I,eaer eeSa a' Nl4 4P x+t IU.Ir Q g - „ - - a .• • - w an ate in C31 n.ar ale ens? NW W In x37 - .pr 6.4/ • - °WW1°n.4p a Ile 40$ w Ur rtt cal Saar 7t31 1r444r ti44.5? 24`w 70.35' -' Pl ODOM OD• PROPOSED MOPIAI - - Mr YM N9 4r:rat - nagin Cana armm w rills Nr 40 OR CM 00.00• Tait• eoiS it war or a POST MMPM EV WKS PIM= r SD[ ACCESS 157 la VVcol RAMP MM SAl7:TY Rm. ,� w.•h••—•w—R-�••�w•+--w—w—w—;:— �il r—w—w—r—N—w—w—w—'R r—w—N CJ7 f00o0• nose mar N44•sr Jet t41.n'- �- TO PROP06m oPt7UMINs w a.e kw w an T' - - /1--, ^ -- -- - — -—— nvotm wen m ww�. w rtw elf r P � ` tOO.tO' 157.5? *0147e" 340•or Jot t41.7Y - -r--•- -• . W4*- �_ . -• . owes(tMStr4w y NSO ue MOB v m WI C40 l00' 4J,• 0090.00' 1144.40 Olt 434• �� OWL Mal r-- r'~r`a��• r-. + rr -sue ` .- . - ul 10600 w N'4T1 101 Ole / � �, .— '1 3 uE nos re OD'OYw +'•"� _ l - __ '�-P `�Z;- - -'- .—•—._w us Ma we at T"T,NO. N ca1.1.O 004.171 m- I.r1 $P5 CM.O. Mw fPl7N Oln 1w n07%.0701 ...%.. r 1?04.000{.00 ,• I UNDID MOW PAPAWS E i w i'..742t4D- D PAVOR71T [] w'•'*Cr 2014 0 p 0 7•. b 615 - - 405 .r. 40 '-4 Hello