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Home My WebLink About20251282.tiffWELD COUNTY GOVERNMENT Department of Planning Services T1441 .ate ,y.*86 A 1 COUNTY, CO Vicinity Map SITE /7 KEEJ'U'ESB UR G KEENESQ' UR G -76 Frontage Road WELD COUNTY GOVERNMENT Department of Planning Services .ate �..� LS61 �- '.w►' COUNTY, CO e closest residence is about 2.5 miles north of the site WELD COUNTY GOVERNMENT Department of Planning Services .ate �..� LS�j1 �- '.w►' V4 COUNTY, CO KEENESBURG WELD COUNTY GOVERNMENT Department of Planning Services "`1/41 .ate A 1 COUNTY, CO USRs within one mile SITE 2MUSR21..92-966 WASTE DISPOSAL FACILITY USR1 4-00$0 SOLID WASTE DISPOSAL SITE i SUP=439 ELECT SUBSTATION & 116 KV LU_SR-1562 64, USR-12$5 LANDFILL SR 987AM MINE F LL RES. DE:V. FAC. cz) i USFt-959 COMPRESSOR S ATION NATURAL G 1 r uSR23-0039 • c►S USR-1013 CELLULAR TOWER 265 F. USR20-0020 MINING:MIINER.AL PROCESSING pip WELD COUNTY GOVERNMENT Department of Planning Services `''1/41 .ate A 1 COUNTY, CO Town of Keenesburg Land Use Plan LEGEND AGRICULTURAL (AG) RESIDENTIAL (R) MIXED USE (MU) I HIGHWAY COMMERCIAL (HC) i _ INDUSTRIAL (ID) i I.- I OPEN SPACE (OS) _ COMMERCIAL BUSINESS DISTRICT KEENESBURG TOWN BOUNDARY GROWTH BOUNDARY TOWN, COUNTY, STATE BROADS AND INTERSTATES PARCEL LIFE RAILROAD LAKES, FONDS & RESERVOIRS KEENESBURG LAI~ r r.C r�161 nin WELD COUNTY GOVERNMENT Department of Planning Services `'41:11/44 .ate A 1 COUNTY, CO Map i E BT FE E HEET lE I T F . I E TI E I Tl TIUT LE T E I TI E HE- ELE II U E T E I TI T 11 T F LL - EL I THl • E. E:ITI IE - I ELI EE- E ET T E u Ir F T TI T F U_ - En E E T I THI E- T F LL E - LJ Eli. F - I THI - E E T E .24.2813 LF .8 kl) TO COuN jY ROAD 20 • WELD COUNTY GOVERNMENT Department of Planning Services d'r" COUNTY, CO eNGie ENGIE Distributed Solar & Storage ENGIE North America Inc. 225 West Hubbard Si, Suite 200 Chicago, IL 6 PROJECT INFORMATION SHEET INDEX NA DSS-PERM ITTING.ENGIENA@ENGIE.COM 1 (520)-729-0292 DEVELOPER DESIGN PROFESSIONALS NEW DRAWING SoCore Engineering IN RESPONSIBLE CHARGE : CIVIL TOMISLAV PULJIC , P . E . Hubbard St, Suite 200 BUILDING CODE : 2018 INTERNATIONAL BU a REVISED DRAWING 225 WestILDING CODE KEENESBURG TOWNSHIP , Chiacgo , IL 60654 N FIRE CODE : 2021 INTERNATIONAL FIRE CODE O CHANGES z 1 -877-SOCORE1 WELD COUNTY, U ENGINEER ELECTRICAL CODE : 2020 NATIONAL ELECTRIC CODE COLORADO — DRAWING OMITTED SYSTEM SIZE : 7 , 200 . ODkWcc /9 , 123 . 4OkWdc 0 RACKING TYPE : SINGLE AXIS TRACKER ROW SPACING : 25 ' z Q o . SHEET SITE INFORMATION ,uruuIT I NUMBER SHEET TITLE H ZONING DISTRICT : AGRICULTURAL I ' JURISDICTION : WELD COUNTY I a i FLOOD ZONE : PROPERTY IS IN FLOOD ZONE DESIGNATION X , PER FEMA FLOOD INSURANCE RATE MAP N N O O NUMBER OB123C19i5E , EFFECTIVE DATE OF 0120 /2016 , TOTAL PARCEL AREA:: ± 1 94 . 9 ACRES wti s _ 4, - i p 0 I PROPOSED LEASE AREA : TBD ti - `P ;- I- - PROJECT F � - C N ,� .: I IG1 . 00 COVER SHEET Ei] a � CIVIL DRAWINGS C1 , 00 EXISTING CONDITIONS & DEMO PLAN'. INTERCONNECTION INFORMATION - C1401 EXISTING CONDITIONS (Sc DEMO PLAN �— OVERALL Z �i /, i �/ C2 . 00 SITE GEOMETRY PLOT PLAN a © D C APPLICANT NAME MAILING ADDRESS , CITY , STATE , ZIP PHONE > C2 . 01 SITE GEOMETRY PLOT PLAN - OVERALL a Q NAVYA GUNDETI 225 W HUBBARD ST, CHICAGO , IL , 60654 1 (480 ) 516 9570 t C 2 . 1 0 ELEVATION DRAWINGS & SITE DETAILS — • w o w GENERAL CONTRACTOR MAILING ADDRESS , CITY, STATE , ZIP PHONE : co ROAD 59 TBD z 0 ELECTRICAL CONTRACTOR MAILING ADDRESS , CITY, STATE , ZIP PHONE TBD USE BY SPECIAL REVIEW ( USR) CERTIFICATION BLOCKS 0 o 0 PLUMBING CONTRACTOR MAILING ADDRESS , CITY, STATE , ZIP PHONE ` I- >< Q O C° N/A PROPERTY OWNERS CERTIFICATI0;% w D_ zO ¢ The undersigned property c.w�rrlorls #oi ] herabir �e the Site S ec fo f e�relopinant Ptan arid Use by Special N Review De 'eloprnent Standards as descii.bed hereon tlh 5 _ ._ day of _ 20 U) ELECTRICAL SERVICE PROVIDER : DVICINITY MAP co � NAME : ENGIE NORTH 0RTH Man . rrrs Oi Mka r e Qf F'7apl + Owner NN NN 22000 ' Q o r 0 SIZE OF SVC : 348 AMPS 0 o 0 w PLANNING COMMISSION GERM FICATICN = FEEDER : Y / N YES lit is the certify that the Wald County Planning Cornmrssion has certified aid dce hereby recommend to Q m LINESIDE TAP : YES Board of County Commissioners., Weld County , Cnlor®do, for lit; oncrnaan, appeoVai and adopi1Ori this Site Spec is Det'u1oprn&nt Plan and Use ay Special Reviaw as &hrtwn and d ribed herein this day of SUPPLY SIDE TAP : N/A . 20 OFF- GRID SYSTEM : N/A 00 Chair. Weld County P'lanak ig Carnmissio J O _ BOARD OF COUNi"Y COMMISSIONERS CERTIFICATi ION W _- z n PROJECTTEAM Tr:l_ -atocelltir Ithat the Board of GQ my Commrsaiarers , w' eld County, Colorado, does hereby carrflmrl arrd adcr w o —._I_IU this. Bile Specific Oe Sopmeni Ran a=rm Use DV S.rfredal Review and the Development Siamdardg orn ari shl Q z a--. II I desadbed hereon this day uof 20 _ m " UTILITY DEVELOPER ELECTRICAL/CIVIL z _ w IIPU_ I Chailr, Board of county ICCdtrnt issinn z Lr1'i1 Iii+► , w Xcel Energy® BT: o Weld County Clerk to the Board. I- 0 Xcel Energy Engie Distributed Solar & Storage SoCore Engineering D BY. Dates z x 1 .r Depuay Clerk to the Board (I) q O 1800 Larimer St 225 West Hubbard St, Suite 200 225 West Hubbard St, Suite 200 L C <C N _ I Denver, CO 80202 Chicago , IL 60654 Chicago , IL 60654 303-571 -7511 1 -877-SOCORE1 1 -877-SOCORE1 - ' . ii - :1. r4 w Si: H ' Co SITE SOIL MAP LEGEND w w o w LEGAL AHYDROLOGIC SOIL L w ;� � � MAP UNIT SYMBOL MAP UNIT NAME ACRES IN AOI PERCENT OF AOI GROUP U .. THE INFORMATION DISCLOSED HEREIN WAS ORIGINATED BY AND IS THE SOLE PROPERTY OF SOCORE ENGINEERING , as Of LLC . ALL PATENT , PROPRIETARY , DESIGN , USE , SALE , MANUFACTURING AND REPRODUCTION RIGHTS THERETO ARE 1 tI lI a . ' OSGOOD SAND , 0 HEREBY RESERVED . Vii : — � 49 TO 3 PERCENT 86 . 0 84 . 9% A STAMP os..jsrStsSLOPES CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL PLANS AND SPECIFICATIONS , VERIFYING ALL EXISTING p� _ _ � � � �� .11 o CONDITIONS PRIOR TO PROCEEDING WITH CONSTRUCTION , AND NOTIFYING SOCORE ENGINEERING IMMEDIATELY OF ANYw. VALENT SAND , O o 0 DISCREPANCIES OR CONFLICTS . 69 TO 3 PERCENT 0 . 0 0 . 0 % A w ' SLOPES FORREVIEWONLY Not for Construction Purposes qsISCONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF PROPERLY SIZED EQUIPMENT , SUBMIT SHOP DRAWINGS TO � - VALENTSAND , 3 SoCore Engineering SOCORE ENGINEERING FOR APPROVAL OF CONFORMITY TO SOCORE' S DESIGN INTENT_ 70 TO9PERCENT 15 .3 15 . 1 % A Q SLOPES Engineer TOMISLAV PULJIC, PE 0 r P. E. Number 0061323 SOCORE ENGINEERING , LLC . SHALL RETAIN ALL COPYRIGHTS , STATUTORY AND COMMON LAW RIGHT WITH REGARD TO Q Date 02. 16.2024 THESE PLANS . REPRODUCTION , CHANGES OR ASSIGNMENT TO ANY THIRD PARTY SHALL NOT OCCUR WITHOUT OBTAINING EXPRESSED WRITTEN CONSENT OE SOCORE ENGINEERING, LLC . O SITE SOIL MAP FOR: CIVIL NORTH TOMISLAV PULJIC , PE NOT TO SCALE SHEET NUMBER G1 . 00 LL - j 0 50 100 200 eNGIe \ ENGI Z _ E Distributed Solar & Storage PROPOSED LIMITS OF CONSTRUCTION NOR H • ; — — ENGIE North America Inc 'Ii o FOLLOW GAS EASEMENT IN THIS AREA �� ( IN FEET )I I � \ . - � - 225 West Hubbard St, Suite 200 TYP . Chicago, IL 60654 EXISTING 25 ' WIDE GAS PIPELINE EASEMENT , - - - - '- - - - SCALE , 1 - 100 1 - - DSS-PERMITTING.ENGIENA@ENGIE.COM , .• � i.:.. - - - - � . 'r � 1 (520)-729-0292 - � 1 � DEVELOPER y l SoCore Engineering _ i T 225 West Hubbard St Suite 200 - _ - V Chicago , IL 60654 �` 1 1 -877-SOCORE1 SOCOREI ENGINEER N / \ - - EXISTING PARCEL BOUNDARY . - -. . . . III ;� � � _ 1 \ ADJACENT PARCEL BOUNDARY - - - - - - - - - - - LIMITS OF CONSTRUCTION V I ,,.- \ = \ 1 � EXISTING RIGHT OF WAY LINE EXISTING EASEMENT - T .� a • - E A 0 ` OUR 5 I . . : _. ` 1 _ - XI TIN M OR C NT Il ... XI ING MINOR CONTOUR ( 14 ) 1 E ST ' ) . . EXISTING SLOPE '• � uHF _____ 'H-IE EXISTING OVERHEAD ELECTRIC LINE _ EXISTING UTILITY POLE . \ \ PROPOSED GRAVEL ROAD CLEARING PROPOSED LAYDOWN & PARKING AREA EXISTING OBJECT TO BE REMOVED 1 -- I /- - - -- - - - 1:EXISTING ELECTRIC POLE , TYP . \ \ 'i I 'N / \ PROPOSED LIMITS OF CONSTRUCTION ( APPROX . 56 . 0 ACRES ) 1 a, L i � - I C7 - o � z f w ¢ � - _ w f pz 1 I _ 1 \ \ U' z 1 \ U I II C a ", \ O L I • i _ \ .I I i 1 Z t1 J -- -It O 2 U II a F- I \ > Q L a I < w b I \ C I to i EXISTING OVERHEAD ELECTRIC LINE , TYP - Y ) c �\ \, ) Q C37 CC) EXISTING FENCE TO BE REMOVED (APPROX . 1 , 600 LP ) o 9 4i O - - X A ROAD G ( APPROX . 1 i . , F _E ISTING GR VEL TO BE E1� 1OVED2 . - _ _ _ I O C 7 � 1 I . i O n - ?a EXISTING GRAVEL ROAD TO BE REMAIN , TYP . EXISTING PARCEL BOUNDARY ( APPROX . 194 . 9 ACRES ) W W r p7 - -_i _ - w m 4 -- . . . - H - - - r _ W W , W TEMPORARY LAYDOWN AND PARKING AREA ( APPROX . 50 , 000 S:F) \ 0 0 I $ _ I \ t H I f 0 Q __ I � Z � \ r / P 0z 0 OH E Z J `v w W I I T W W cn 1 STAMP - - - - -- - -- - - - - - -- - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - -- - - - -- -_________________ NLY o — _ � Not forr Const uc ion Purposes \ \ SoCore Engineering s — — — — — — _ Engineer TOMISLAV PLILl PE � = P. E. Number 0061323 PROPOSED LIMITS OF CONSTRUCTION TO Date 02. 16.2024 FOLLOW PARCEL BOUNDARY IN THIS AREA C) _ T 9F CS _ FOR CIVIL TOMISLAV PULJIC , PE z SHEET NUMBER __ - I - I I - S _ _ _ - - - . ask - _ __ saIl- 4 - 01 . 00 0 100 200 400 erneleve NORTH ENGIE Distributed Solar & Storage IN FEET ) ENGIE North America Inc. 225 West Hubbard St, Suite 200 SCALE : 1 " = 200 1 Chicago, 1260654 DSS-PERMITTING.ENGIENA@ENGIE.COM 1 (520)-729-0292 DEVELOPER SoCore Engineering 225 West Hubbard St, Suite 200 I . Chicago , IL 60654 1 -877-SOCORE1 ENGINEER LDDDDD , EXISTING PARCEL BOUNDARY ADJACENT PARCEL BOUNDARY + - - - - - - - - - - - LIMITS OF CONSTRUCTION I EXISTING RIGHT OF WAY LINE EXISTING EASEMENT XXXX EXISTING MAJOR CONTOUR ( 5 ' ) EXISTING MINOR CONTOUR ( 1 ' ) \ ISTING SLOPE I HE \ ISTING OVERHEAD ELECTRIC LINE EXISTING UTILITY' POLE PROPOSED GRAVEL ROAD CLEARING PROPOSED LAYDOWN C PARKING AREA EXISTING OBJECT TO BE REMOVED II O 2 z C- O0 Q z o' cn 0! w ¢ ❑ D' w a ❑ z EXISTING 25 ' WIDE GAS PIPELINE EASEMENT , TYP . _ , - I of O PROPOSED CCITT OF CONSTRUCTION TO ! `I FOLLOW GAS EASEMENT IN THIS AREA — — -- � � _ __ _ Ij - —fir - it ♦� �� _ - � - - - - - - -- - T I ¢ 1 , I i � I C1] I / � � � ' �_ � �' -- � i Z Q o __ t U. C v _ - CJ WWD f N } V7 1 � � - ❑ CC- CDN P I o c� O 1 _r H i /EXISTING ELECTRIC POLE , TYP . z � I I A � �' � � I ' - - C` - � - EXISTING 60 ° WIDE RIGHT CF WA`s I OW I C _ F' L7_ -� CD LIMITS OF CONSTRUCTION APPROX . 56 . 0 ACRES _ '7 1 - N / j . N C / N C , C 'H C H H c j ' A _' ! C I - H -71 I . O .I N EXISTING GRAVEL ROAD CO BE REMOVED (APPROX . 21 , 20D SF ) ' - - I Z Car I c IU40j ) D , n a i ND 1 cm r , C EXISTING FENCE CO BE REMOVED (APPROX . 600 LC ) Z O I i / 1 Q ' 1 � ' N Imo_ - - - - 2 I V - - i EXISTING GRAVEL ROAD \ BE REMAIN , TYP . i I I I a EXISTING OVERHEAD ELECTRIC LINE , CH / A / ) . , ' I - - - Q O m Q A Z EXISTING PARCEL BOUNDARY (APPROX . 194 . 9 ACRES ) Z L Q' 1r oz 2H N Oz V z J Q IN I , . � 0 � o X, Li) ll I� H / C w w w z - x w > 0 w � w EXISTING GRAVEL F' ,)AD TO BE REMOVED (APPROX , 38 , 350 SF) W O O o APPROX . R50DOOOSF AND PARKING AREA - - - - - - - - - - T ' . - - - - - - `- - - N - �, � , 0. C ( , ) - - - - - - " STAMP II PROPOSED LIMITS OF CONSTRUCTION T ;-/ - - pG� sdOG� O nMLQG3� FOLLOW PARCEL BOUNDARY IN THIS AREA 4� FOR REVIEW ONLY N -, + Not for Construction Purposes SoCore Engineering Q Engineer TOMISLAV PULJIC, PE P. E. Number 0061323 z Date 02. 16.2024 Q 1 o -. EOR: CIVIL HA N TOMISLAV PULJIC , PE SHEET NUMBER H - - 0 0 , - - - I 01 . 01 eNG , e EXISTI ' ) EXISTING 25 ' WIDE GAS PIPELINE EASEMENT , TYP . NG UTILITY POLE , TYP . - 0 50 100 200 NORTH ENGIE Distributed Solar & Storage PROPOSED LIMITS OF CONSTRUCTION TO - . EXISTING OVERHEAD ELECTRIC LINE , TYP . / ENGIE North America Inc. • FOLLOW GAS EASEMENT IN THIS AREA , ( IN FEET 225 West Hubbard St, Suite 200 f Chicago, IL 60654 VARIABLE CLEARANCE (APPROX . 25 ' a — — — — — SCALE : 1 = 100 MIN . UNLESS NOTED OTHERWISE ) - - - - � - }� DSS-PERMI Chicago, IL60A@ENGIE.COM - - 1 (520)-729-0292 -+ i DEVELOPER PROPOSED 3 EMERGENCY - I . 1I _ - I � - � � SoCore Engineering PERSONNEL GATE 0 ' C SPACI TYP , /o \ 25 . C ROW NG , T 25 e 20 T I 2 West Hubbard St, Suit 0 x x x x x x x xx x x x x x x x x x x xx x x x xx x x x x x x x x x x xx x � I ` ChlCago , IL 60654 1 -877-SOCORE1 I Ix ENGINEER I;! H - - _ H N I x • - EXISTING PARCEL BOUNDARY x � �� PROPOSED 78 MODULE TRACKER ROW — — ADJACENT PARCEL BOUNDARY i x TYP . 58 ) - - - - - - - - - - - LIMITS OF CONSTRUCTION XXXX MAJOR CONTOUR (`5' ) 55OW SOLAR MODULE TYP . xxxx MIND..R. CONTOUR ( a] ') I SLOPE i x PROPOSED LIMITS OF CONSTRUCTION , TYP . EXISTING OVERHEAD ELECTRIC LINE UHE UHE - - Imo. - r � I I x v = I EXISTING UTILITY POLE PROPOSED O4 MODULE TRACKER RO ��J x x x x PROPOSED SECURITY FENCE x ( TYP - 116 ) x oHE GHE PROPOSED OVERHEAD ELECTRIC LINE PROPOSED UTILITY POLE I r � �_ l x �� PROPOSED 7 TALL SECURITY FENCE i X x � PHH � H ucE ucE PROPOSED UNDERGROUND ELECTRIC LINE ( SEE DETAIL # 4 , SHEET 02 . 10 ) ( i x 20 . 0 ' N S CLEARANCE BETWEEN ROWS , TYP . 30 ' RADIUS , TYP .I - PROPOSED GRAVEL ACCESS DRIVE I H x X N. PROPOSED LAYDOWN PARKING AREA �I x H x �' I. I .. . . . ..... ..... . . ...... ... .. ..... .. ......... . . ..... _ X I • U 70 ' x35 ' EQUIPMENT PAD AREA ( TYP - 3 ) x Z z I I . x ;. - p x Z \ I � x xI I oow 17 . 5 ' CLEARANCE BETWEEN /. . . . ADJACENT ROWS , TYP . x l I �r H H 8 8 x l Z I H . O x i X • I I .. ... .... . ... ...... .... . ... ........ .. ... . ... . .. 0 II •± 400 I / x UII x II o 1IWp x )III xI ---- - --- --D (/- _ - ---------- ---- - -- - -H x � ter I I PROPOSED 30 ' WIDE ACCESS GATEw PROPOSED 20 ' WIDE GRAVEL ACCESS DRIVE ( SEE DETAIL # 2 , SHEET 2 . 10 ) x o APPROXIMATEI POINT OF u - - - - - - - x x x x x x x -- r, x x x x m x x xx x x x x x x x x x x x x 50 RADIUS x — x x x x — J — x O N INTERCONNECTION ,_- , x x x x Q O v ( 130 ' ± 107 . 0 ' RADIUS EXISTING GRAVEL ROAD , TYP . � O z UGE UGE UGE UGE UGE USE UGE _ _ _ C) PROPOSED UTILITY POLE �` ' � �� PROPOSED PAD EXISTING PAR �_ EL PROPOSED LIMITS OF CONSTRUCTION TO W i MOUNTED INTERRUPTER BOUNDARY , TYP . FOLLOW PARCEL BOUNDARY III THI `l AREI \ PROPOSED OVERHEAD f w ELECTRIC LINE - . , \ _ z O ` u PROPOSED UNDERGROUND • a z TEMPORARY 130 ' RADIUS ELECTRIC LINE CONSTRUCTION TURNAROUND , TYP . W c - - . j - - - - .. . -- I iH - ----- .-- - - -- ---- _ .- -.- - -- - - . TEMPORARY LAYDOWN AND PARKING AREAO. X I!, . W y H > w q w ± 4 , 475 TO COUNTY ROAD 59 < Ui II I II I : Tc I W H F "I IUm CD u III .+ z W Q z - - = - - - J U) I , 130 RADIUS � \ STAMP - - - W � - - - - - - - - - - - - - P w I \ Not forr Construct onCNLY Purposes • SoCore Engineering L_____ _ . _ _ - — — — Engineer TOMISLAV PULJIC, PE � - - - - P. E. Number 0061323 PROPOSED LIMITS OF CONSTRUCTION TO Date 02. 16.2024 FOLLOW PARCEL BOUNDARY IN THIS AREA_ r [OR: CIVIL TOMISLAV PULJIC , PE HI aSHEET NUMBER 02 . 00 0 100 200 400 NORTH ENGIE Distributed Solar & Storage N FEET ) ENGIE North America Inc. 225 West Hubbard St, Suite 200 SCALE : 1 " = 200 ' Chicago, IL 60654 DSS-PERMITrING.ENGIENA@ENGIE.COM 1 (520)-729-0292 DEVELOPER SoCore Engineering 225 West Hubbard St, Suite 200 Chicago , IL 60654 1 -877-SOCORE1 1 ENGINEER LEGEND , EXISTING PARCEL BOUNDARY ADJACENT PARCEL BOUNDARY - - - - - - - - - - - OMITS OF CONSTRUCTION xxxx - MAJOR CONTOUR ( 5 ' ) x" '< - MINOR CONTOUR ( 1 ' ) ... SLOPE 'DHE �-�HE EXISTING OVERHEAD ELECTRIC LINE EXISTING UTILITY POLE x x PROPOSED SECURITY FENCE 0HE 0HE PROPOSED OVERHEAD ELECTRIC LINE r ' PROPOSED UTILITY POLE LICE UGE PROPOSED UNDERGROUND ELECTRIC LINE PROPOSE ' RAVEL ACCESS DRIVE PROPOSED LA\ OWN C PARKING AREA T w U Z _I UrO ~ a J U Z _ rn O tY EXISTING 25 ' WIDE GAS PIPELINE EASEMENT , TYP . EXISTING UTILITY POLE , TYP . w '1�! ICI EX �� / z ISTING OVERHEAD ELECTRIC LINE , TYP . PROPOSED LIMITS OE CONSTRUCTION TO FOLLOW GAS EASEMENT IN THIS AREA / - H _ _ _ - p - __ _ _ . i I ..' . I - x — I __ — x x x x x xxxxx xxxx 7, 1 __ H Zd D I x x � 55OW SO AR MODULE , TYP . PROPOSED 7 TALL SECURITY FENCE — O I N N SEE DETAIL # 4 , SHEET C2 . 1 0 x Woo � N N - I � I < CO x � PROPOSED LIMITS OE CONSTRUCTION , TYP . O N H1 Ix xI P w Q m a xl EXISTING 60 ' WIDE RIGHT OE WAY I I IX xI I Ix J o H_ cn o H/ • W ... . . . . . . . . . . . . - . .ix xl I ' I Cy d� tJ w SITE ACCESS ENTRANCE X4 , 288 LF X4 . 5 Ml . } TO OOUNTY ROAD 20 I I H . d III a • I .1 .-. - 1 . \ 150 RADIUS G w I ± 1 1 xl �-_ Ix x x x x x r APPROX . 3 , 500 ' TO PARCEL BOUNDARY x ; - H x x x x x -- x x x x x x x x x - - - W - - u E - r,F - - - - w _ N RADIUS E- APPROXIMATE POINT OE X D INTERCONNECTION EXISTING PARCEL I I Z o BOUNDARY TYP . + I Q N I _ U �► � � - , i I I PROPOSED OMITS OE CONSTRUCTION TO I TEMPORARY LAYDOWN AND PARKING AREA D FOLLOW PARCEL BOUNDARY IN THIS AREA • � ' I � W DIs Q 150 ' RADIUS - , - I_ w 0 • - � W z 50 RADIUS z Q w w � � 130 ' RADIUS � �' � � '� 130 ' RADIUS I w ry - - - - - - - - - - - - - - - - - - - + - - - - - - - - - - � - \ - - - - - - - - - - - - - - \ , _ �, � l STAMP hI - - - - - - o PROPOSED LIMITS OF CONSTRUCTION TO pG3Cd � tM1i � G`�L° G3� FOLLOW PARCEL BOUNDARY IN THIS AREAFOR REVIEW __ Not forr Construction ONLY Purposes z ' SoCore Engineering 1 Engineer TOMISLAV PULJIC, PE P. E. Number 0061323 Date 02. 16.2024 � 1 • CD C? FOR: CIVIL C J TOMISLAV PULJIC , PE SHEET NUMBER L* 02 . 01 eNGie ENGIE Distributed Solar & Storage ENGIE North America Inc. 225 West Hubbard St, Suite 200 Chicago, IL 60654 DSS-PERMITTING.ENGIENA@ENGIE.COM 1 (520)-729-0292 DEVELOPER SoCore Engineering 225 West Hubbard St, Suite 200 Chicago , IL 60654 1 -877-SOCORE1 ENGINEER RESTORE TO MATCH j EXISTING CONDITIONS ,I I I / L_ JIr _ : - . x . Y DETECTABLE MARKING TAPE WITH TRACER WIRE o ,/ \` ( TYP . 1 PER 18 " WIDTH / 0 H ; % 1 TRENC F\ ' NATIVE BACKFILL COMPACTED Q \ .,\ \ IN 8 " LIFTS TO 95 `% \ MODI FIED PROCTOR DENSITY O \ ( ASTM D1557 ) �, 5 " MIN . OF SELECT SAND oABOVE & BELOW DIRECT BURIED CABLE 55OW SOLAR MODULE PANELS ROTATE UP TO _________________________ H H H H H HHH \ MIN . OF SELECT SAND DIMENSIONS : 89 , 7 X44 . 7 X1 . 4 ROAD WIDTH PER PLAN \ \ ABOVE & BELOW AREA : 27 . 8 SF 6 " MIN . WELL GRADED 1 3 " AGGREGATE MIN . 4 MN . � % CONDUIT ENCASED CABLE F- 9 ' 0 MAXIMUM HEIGHT \ / C c c, cc) I C : o o G / .TO GROUND , TYP SLOPE TO EXISTING FLOW PATH 2 " 7 " 1 . OW MIN , 3 . 07o DRAIN ; MIN . MIN .MAX REFER TO STRUCTURAL FLOW PATH DIRECT BURIED AC CONDUIT PILE FOR DRAW INI INGS FOR MMUM CABLES , TIP . \ \_ \ \ \ \ i \ \ / COMMUNICATIQN CABLE HEIGHT ABOVE GROUND III 1 AC G III 1 1 III III III III � 2 0 MIN . T CLEARANCE CONDUIT FOR TO ROUND , YP . / TRENCH WIDTH VARIES EQUIPMENT OUTPUT CIRCUIT III III III III ,%\ /,/ NOTES : W REFER TO STRUCTURAL �/.y /' / ;�.. LAYER OF NON — WOVEN GEOTEXTIEE FABRIC WHERE z _ (D \\ NECESSARY TO MEET COMPACTION REQUIREMENTS 1 . TOPSOIL SHOULD BE SET ASIDE AND ONLY USED TO TOP OFF AREAS WHERE VEGETATION IS PROPOSED . ALL 0 2 z DRAWINGS FOR MINIMUM TOPSOIL SHALL BE COMPACTED TO 85 % PER THE MODIFIED PROCTOR DENSITY TEST (ASTM D1557 ) . H 0 PILE EMBEDMENT DEPTH 10 NATIVE MATERIAL COMPACTED TO 95 % (ASTM D1557 ) 2 . ONCE ALL ELECTRICAL CABLES /CONDUITS OR CONDUCTORS ARE IN PLACE , RE COMPACT THE DISTURBED z of FL PER GEOTECHNICAL REQUIREMENTS NATIVE SOIL IN 8 " LIFTS TO 95 % PER THE MODIFIED PROCTOR DENSITY TEST (ASTM D1557 ) , BACKFILL SHALL DRIVEN PILE FOUNDATION BE SAND OR SCREENED EARTH FREE OF COBBLES OR SHARP OBJECTS FOR THE FIRST TEN INCHES ABOVE < w ( PILE SIZES RANGES FROM THE CABLE / CONDUIT. o W6X1O . 5 TO W6X12 ) 3 . ONSITE NON ORGANIC SOILS ARE SUITABLE FOR USE AS BACKFILL. CONTRACTOR TO ENSURE THAT THE BOTTOM OF THE TRENCH MUST BE FREE OF LOOSE OR PROJECTING STONES AND DEBRIS CAPABLE OF NOTES : DAMAGING CABLES OR CONDUCTORS . REFER TO EARTHWORK SPECIFICATIONS AND THE GEOTECHNICAL REPORT NOTES . 1 . REFER TO EROSION CONTROL DETAILS FOR CONSTRUCTION ENTRANCE DETAILS . FOR MORE INFORMATION . z 1 . REFER TO RACKING DRAWINGS FOR DETAILED INFORMATION ON RACKING SYSTEM 2 , REFER TO EARTHWORK SPECIFICATIONS FOR AGGREGATE AND GEOTEXTILE FABRIC REQUIREMENTS . 4. REFER TO ELECTRICAL PLANS AND DETAILS FOR INFORMATION ON CABLE AND CONDUIT TYPES , SIZES , _0 2 . REFER TO ELECTRICAL DRAWINGS FOR DETAILS ON CONDUIT RE UIREMENTS & 3 . ACCESS ROADWAYS SHALL BE CONSTRUCTED IN A WAY THAT MAINTAINS EXISTING DRAINAGE FLOW Q CLEARANCES , AS WELL AS LOCATIONS OF CABLES TO BE DIRECTLY BURIED AND CABLES TO BE INSTALLED IN D- PLACEMENTS PATHS AND PREVENTS PONDING OF STORMWATER , CONDUIT . 0 0 L DIRGES AXIS TRACKER SOLAR RACEIR GRAVEL ACCESS DRIVE D \ LET BURIAL CABLE / \ C RDDIT ZQ 0 SCALE . 1 3 SCALE : 1 ' 2 ' SCALE . " W m Q 0 W 0 CNNI o N Q M N N CV DO r (D N cc INTERMEDIATE INTERMEDIATE GATE BRACE GATE BRACE INTERMEDIATE w < m Q END OR CORNER PANEL PANEL PANEL PANEL DOUBLE SWING GATE PANEL PANEL LHHflflHH � I I I I I w H _ 6 " A . X 12 ' PRESSURE ° TREATED WOOD POST o WELDED CATE FRAME : BRACE POST CROSS MEMBER BRACE 1 - 7 / 8 " SS40 PIPE flNBRACE POST _ __ NW GATE POST Q O GATE POST B R POST ST O CORNER , END , OR PULE POST ACE 0 SEE LATCH DETAIL O Q o o o o W z _I __ I . I _I VJ N LINE STRAINER , TYP . ENE POST w 0 11 CA STEEL FABRIC TIES I p z 2 " 8 GA FENCE STAPLES , LOW TENSILE @ 12 CC SPACING , TYP . - - 3 / 4 " DIA .. DIACONAL Q O BRACE WIRE TRUSS ROD , TYP . w m ± 1 . 5 ' O . C . (TYP . ) FULCRUM DOUBLE z DRIVE GATE LATCH W a W ___ _ _ _______" H _ _"P _ _ __ _____ _ _________ _________ EE _ _ _ _ _ _ _ _ _ _ _ ___ __ SLOPE CONCRETE FOR DRAINAGE , TYP . OUTSIDE FACE OF FENCE POSTS . — a to 20 0 20 0 " 20 0 20 - 0 CATE WIDTH PER PLAN 20 0 ' STAMP W • POST AND FOUNDATION SCHEDULE LATCH DETAIL A NOTES : fl 1T I FOR REVIEW ONLY 1 . DETAIL PROVIDED IS SCHEMATIC PURPOSES ONLY . CONTRACTOR SHALL SUBMIT SUPPLIER ' S SHOP DRAWINGS FOR FENCING USE AND SECTION SIZE AND MATERIAL KLL FOUNDATION TYPE _- I I Not for Construction Purposes AND CATE DESIGN TO FOR FOR APPROVAL . THIC CKNESS TYPE EMBEDMENT DEPTH 1 ' n SoCore Engineering 2 . ALL GATES SHALL BE GALVANIZED PER ASTM A123 /A123M OR ASTM Al 53 /A1 53M09 . CORNER , END & PULL POSTS 6 " DIA X 12 ' PRESSURE TREATED WOOD N /A 1 4 " DIA. CONCRETE 4 ' 0 " MIN . I I 11 Engineer TOMISLAV PULJIC, PE 0 3 . ALL CONCRETE ( 145 PCF) SHALL OBTAIN A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3 , 500 PSI . „ CONTRACTOR TO ENSURE GATE IS 4 . LOCATE PULL POSTS AT VERTICAL GRADE BREAKS OR 500' CENTERS ON STRAIGHT RUNS . LINE POSTS 5 DIA X 12 PRESSURE TREATED WOOD N /A DRIVEN POST 4 0 MIN . P. E. Number 0061323 CATE POSTS 6 " DIA X 12 ' PRESSURE TREATED WOOD N /A 14 " DIA. CONCRETE 4 ' 0 " MIN . I k� k� INSTALLED SUCH THAT GATE Q 5 . WOOD POSTS EMBEDDED IN CONCRETE FOUNDATIONS SHALL HAVE 3 " MINIMUM COVER FROM BOTTOM OF FOUNDATION . LATCH CAN BE EASILY Date 02. 16.2024 6 . DETAIL PROVIDED SHOWS SCHEMATICALLY WHAT IS EXPECTED FOR DESIGN AND QUALITY. BRACE POSTS 6 " DIA X 12 ' PRESSURE TREATED WOOD N /A DRIVEN POST 4 ' 0 " MIN . - - OPENED AND CLOSED BY HAND . 7 . CONTRACTOR SHALL INCLUDE TWO ( 2 ) ADDITIONAL HINGES TO EACH SIDE OF THE LARGE MAIN CATE TO PREVENT SAGGING . CROSS MEMBER BRACE 5 " DIA X 7 . 5 ' PRESSURE TREATED WOOD N /A N /A N /A O 0 HL 6 . CONTRACTOR TO USE MASTER LOCK MODEL 1175LHSS FOR GATE LOCK . GATE FRAME 2 . 0 " ( 1 7/ 8 " ) O . D . ROUND STEEL TUBE SS - 40 N /A N /A GATE BRACE RAILS 1 - 5 / 8 " ( 1 5 /8 " ) O . D . ROUND STEEL TUBE SS - 20 N /A N /A EOR: CIVIL TOMISLAV PULJIC , PE * FOUNDATIONS SHALL BE MINIMUM 6 " BELOW FROST DEPTH , CONFIRM EMBEDMENT DEPTHS WITH SUPPLIER RECOMMENDATIONS . 1 "' g A SECTION AA E F E V C E SHEET NUMBER EL SCALE : 1 2 ' aO2 . 10 Hello