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O. 1 40 H EA U -__ —�- - alt -a *i-r r „vire5 k USR-952- SUP;009 OIL & GAS PRODUCTION FACILITY GRAVEL3MINING 5 I i _ 4---_ SR 12-0.012'. -RV PARK, STORAGE& RECREATION U SR 10-0064 TRUCI£'PA►RKING O ■ '.' C R 54 USR13=00-48 pin It MINERAL RESOURCE DEV. FAC. USRi9-00'1 : • 'NCR 54.5 MU SR 13-0004 FARM, LEARNING, HUNTING, R:EC USR23-00.21 MEP 30 LL 4') Na SUP -457 a: &AIRY 530 L lereadir OUTDOOR STORAGE, PARKING •�_ —•'—�_ f. ,,1�,,�r ti:� ,-'mil EC USR1 S=0129 OIL & GAS SU PP°ORT, 3E RVI'C E .FA'C. f r a,,. :U SR1'9-0008 r >•12 INC.H:HIGH PRESSURE NAT GAS .i 1 1 1_l Iddase.ergJ I U SRI 5-0063 r, r }'10INCH NAT GAS 1 PUMP' STATION .04 _MINERAL RES. DEV. FACT U SR 1 9:0-049, SECOND SINGLE FAMILY DWELLING. I— I I �1 U SR -517 I I fr AG CHEMICAL -SUPPLY BUS( USRIS-055S 12 INCH HIGH PRESSURE NAT GAS t'r iUSRI I 0024 NON -1041 MAJOR FAC. >10" PIPE • c 545 TURKEY FARM '100,000 WELD COUNTY, CO 1 1 1 1 .— VliCR 54 S U SR:- 147 CONCRETE BU SIN ESS fry e. I I 1 d _---_----c---- 7 ►_IF1-►�1 _____ _--t--77---:::--- OIL & GAS SUSUPPORTSERVICE FA��1s : ..-- _ -r i — e— — —r J — 1 d a— _ I_I SPL19 0009 1.2 INCH HIGH PRESSURE NAT GAS R 52 I_I SR -1274 VEHICLE 'STORAGE. REC. • f hiEn K IUSR'15-G063 MINERAL P.ES.I.DEli. FAG. a Ti I I II II I I jL- II°~- 3-IIII0 M_ SP.1� ---2- 1 OIL" -ANC:. GAS SUPPORT FACILITY I '1 I I • • 11 1I_I SR18-12-0074 B-12-0.074 :1 IOINC H NAT GAS! PUMP' STATION II I I_I SRI 9-10048 SECOND SINGLE FAMILY DWELLING I I 4f i1 II • �eII • ICE EY • LI SRI 8-1)1)58 >12 INCH HIGH PRESSURE NAT GAS LISP 111.I)(I21 NON -1041 MA,J►meRoF.AC. :10" PIPE I I IF Pt Ti 1 GARY tic SUSAN ALLES RECEPTION NO. 4304622, OPRWCC zr RECEPTION DATE: 5/24/2017 (NOT A PART) I PIPE 1 EX PUMP i.5./c {J�=hY' `F,na-„ri ;;—s'.+"rvky-+�^».5:,... I .LE RIE BROWN 215, OPRWCC I n 4/24/2017 d' RT) 19 ce 0 O U a J Iw .(1P PIPE -FO - - X (TYP) I EX CONCRETE CHANNEL R20' EX EDGE OF ASPHALT 30' 60' ROW BK 86, PG 273 EX UTILITY POLE (TYP) EX, FIBER OPTIC EX APPROXIMATE EDGE OF EX DIRT ROAD hi ---= 4+00 r.aa.5+Q0c 6+00 . 7+00 $+00 bb FX OVFRHFAD Fl FCTRIC I INF 9+00----10+00 GARY & SUSAN ALLES RECEPTION NO. 377224, OPRWCC RECEPTION DATE: 6/6/2011 (NOT A PART) EX. CONCRETE STRUCTURE EX. 30" CMP >Y.4-11 t,.��-,.- .. ,;•q.: rr ....•._ v-. _.... c?.Y.r.,.. Pr. .,e♦ _ - - - iL i>� f�� 61 ""sal" WiaY� ..o.Ji ';s"•bn.. :.. ... .. .:r..=�V.. ""a".""224-06""'""4- ::...�, ., .. _�, :YL(i. .. 13+04 14+00 15+00 1fr+00 17+00 18+00 19+Q0 2Q+Q0" 21+00 2Z+Ofl 23+001-1—°111-24+0025+00 26+ R187' APPROXIMATE EDGE OF EX DIRT ROAD 6' WELI/DI ICH EASEMENT REC NO. 2768041 9' W ELL/DITCH EASEMENT REC NO. 4246896 APPROX LOCATION OF PROP PIPELINE PER REC NO 2012585 EX ABOVE GROUND GAS PIPELINES EX GAS ENCLOSURE DAVID L WEINMEISTER RECEPTION NO. 2899210, OPRWCC RECEPTION DATE: 11/8/2001 (NOT A PART) 25' ACCESS EASEMENT EX HOUSE REC NO. 33222% FX AROVF GROUND GAS PIPELINES EX GAS METER BARRICADE EX WATER hi ETU EX FIBER OPTIC BOX (TYP) FX. CONCRETE CHANNEL EX, UTILITY POLE (TYP.) t 30' PROPERTY SETBACK (VARIES, MIN 20') r> ,� EX. SWALE EX. 18" RCP EDGE OF DIRT ROAD 15' PANEL TO FENCE (VARIES, MIN 15') EX TRENCH th- EX. SWALE CROSSING rielzew X CAS NOT MARKINCS NOT VI51fs1.r. ASSUMED LOCATION BASED ON OTHER VISIRI F GAS MARKINCS COMPARED WITH EASEMENT LINES SEE NOTE 1 PROP_ STAGING AREA PROP. 10'X40' TEMP EX. SWALE CONSTRUCTION TRAILER PROP. 10' x 40' STORAGE CONTAINER (2) PROP. FENCE I. • U U UU U �xQQQ DAVID L WEINMEISTER RECEPTION NO. 3322296, OPRWCC RECEPTION DATE: 9/13/2005 (NOT A PART) PRQP.QVERHEAD ELECTRIC LINE IX. Oil lINE EX; UTILITY I PFDFSTAI (TYP.) PROP. 20' PANEL ROW SPACING TYP.) H UTILITY POL U��IIII�- r i, PROP. EQU PMENT PAD J LUUULLUU nnnnn 15' PANEL TOFENCE {VARIES, MIN 15') DAVID L WEINMEISTER RECEPTION NO. 3322296, OPRWCC RECEPTION DATE: 9/13/2005 -0+00 uuuuu 42+96 11 PROP. 7' W TRAPEZOIDAL GRASS SWALE E II 1JE- - u., 42 42+00 n n 41I+00 - - 40+00 - —o �a 0 R2S' (TIP,) 39+001 n f138+a0 n r PROP. 26' W ACCESS ROAD 37+00 - - 36+00 Ul [1 PROP. UNDERGROUND ELECTRIC LINE I EX. EDGE OF ASPHALT U U U nnn '0' ° PEIL'NE EASEMENT SEC NO. 4386988 15PANEL TO FENCE (VARIES, MIN 15') EJLJULILI N + .v 0 0 co 4 r M m II Ix !,I EX. BURIED PIPELINE T' (APPROX LOCATION; 1 I, EX. ELECTRIC BOX (TYP.) I FU PROP. PERSONNEL GATE IJ° I II 30+00 II I IA_ EX. DIRT ROAD II 1 I FX 1?" METAL PIPE e N I- v cc cc i- C N w 0Zs 5 MI z°m°It' a w a d d .- — fr W z 0 z i= v 0 w w w w w u a • ILA CC 4CC w l7 T PROP. POINT OF INTERCONNECTION 60' ROW BK 86, PG 273 EX. SIGN (TYP.) 7 \_ EX. BURIED PIPELINE (APPROX LOCATION) 10' RESERVED FOR FUTURE ROW SHOWN ON RC -2575 (REC NO. 2756784) & RE -el 137 (REC NO. 3322296) li\L EX. OVCRHEAU ` ELECTRIC LINE WELD COUNTY ROAD 54 I i 1 EX. SWALE FX. 18" CMP EX. SWAT r EX. GUY WIRE (TYP.) EX. FENCE EWS#13 DJ BASIN LLC RECEPTION NO. 4551348, OPRWCC RECEPTION DATE: 12/18/2019 (NOT A PART) GARY tic SUSAN ALLES RECEPTION NO. 4304622, OPRWCC zr RECEPTION DATE: 5/24/2017 (NOT A PART) I PIPE 1 EX PUMP i.5./c {J�=hY' `F,na-„ri ;;—s'.+"rvky-+�^».5:,... I .LE RIE BROWN 215, OPRWCC I n 4/24/2017 d' RT) 19 ce 0 O U a J Iw .(1P PIPE -FO - - X (TYP) I EX CONCRETE CHANNEL R20' EX EDGE OF ASPHALT 30' 60' ROW BK 86, PG 273 EX UTILITY POLE (TYP) EX, FIBER OPTIC EX APPROXIMATE EDGE OF EX DIRT ROAD hi ---= 4+00 r.aa.5+Q0c 6+00 . 7+00 $+00 bb FX OVFRHFAD Fl FCTRIC I INF 9+00----10+00 GARY & SUSAN ALLES RECEPTION NO. 377224, OPRWCC RECEPTION DATE: 6/6/2011 (NOT A PART) EX. CONCRETE STRUCTURE EX. 30" CMP >Y.4-11 t,.��-,.- .. ,;•q.: rr ....•._ v-. _.... c?.Y.r.,.. Pr. .,e♦ _ - - - iL i>� f�� 61 ""sal" WiaY� ..o.Ji ';s"•bn.. :.. ... .. .:r..=�V.. ""a".""224-06""'""4- ::...�, ., .. _�, :YL(i. .. 13+04 14+00 15+00 1fr+00 17+00 18+00 19+Q0 2Q+Q0" 21+00 2Z+Ofl 23+001-1—°111-24+0025+00 26+ R187' APPROXIMATE EDGE OF EX DIRT ROAD 6' WELI/DI ICH EASEMENT REC NO. 2768041 9' W ELL/DITCH EASEMENT REC NO. 4246896 APPROX LOCATION OF PROP PIPELINE PER REC NO 2012585 EX ABOVE GROUND GAS PIPELINES EX GAS ENCLOSURE DAVID L WEINMEISTER RECEPTION NO. 2899210, OPRWCC RECEPTION DATE: 11/8/2001 (NOT A PART) 25' ACCESS EASEMENT EX HOUSE REC NO. 33222% FX AROVF GROUND GAS PIPELINES EX GAS METER BARRICADE EX WATER hi ETU EX FIBER OPTIC BOX (TYP) FX. CONCRETE CHANNEL EX, UTILITY POLE (TYP.) t 30' PROPERTY SETBACK (VARIES, MIN 20') r> ,� EX. SWALE EX. 18" RCP EDGE OF DIRT ROAD 15' PANEL TO FENCE (VARIES, MIN 15') EX TRENCH th- EX. SWALE CROSSING rielzew X CAS NOT MARKINCS NOT VI51fs1.r. ASSUMED LOCATION BASED ON OTHER VISIRI F GAS MARKINCS COMPARED WITH EASEMENT LINES SEE NOTE 1 PROP_ STAGING AREA PROP. 10'X40' TEMP EX. SWALE CONSTRUCTION TRAILER PROP. 10' x 40' STORAGE CONTAINER (2) PROP. FENCE I. • U U UU U �xQQQ DAVID L WEINMEISTER RECEPTION NO. 3322296, OPRWCC RECEPTION DATE: 9/13/2005 (NOT A PART) PRQP.QVERHEAD ELECTRIC LINE IX. Oil lINE EX; UTILITY I PFDFSTAI (TYP.) PROP. 20' PANEL ROW SPACING TYP.) H UTILITY POL U��IIII�- r i, PROP. EQU PMENT PAD J LUUULLUU nnnnn 15' PANEL TOFENCE {VARIES, MIN 15') DAVID L WEINMEISTER RECEPTION NO. 3322296, OPRWCC RECEPTION DATE: 9/13/2005 -0+00 uuuuu 42+96 11 PROP. 7' W TRAPEZOIDAL GRASS SWALE E II 1JE- - u., 42 42+00 n n 41I+00 - - 40+00 - —o �a 0 R2S' (TIP,) 39+001 n f138+a0 n r PROP. 26' W ACCESS ROAD 37+00 - - 36+00 Ul [1 PROP. UNDERGROUND ELECTRIC LINE I EX. EDGE OF ASPHALT U U U nnn '0' ° PEIL'NE EASEMENT SEC NO. 4386988 15PANEL TO FENCE (VARIES, MIN 15') EJLJULILI N + .v 0 0 co 4 r M m II Ix !,I EX. BURIED PIPELINE T' (APPROX LOCATION; 1 I, EX. ELECTRIC BOX (TYP.) I FU PROP. PERSONNEL GATE IJ° I II 30+00 II I IA_ EX. DIRT ROAD II 1 I FX 1?" METAL PIPE e N I- v cc cc i- C N w 0Zs 5 MI z°m°It' a w a d d .- — fr W z 0 z i= v 0 w w w w w u a • ILA CC 4CC w l7 T PROP. POINT OF INTERCONNECTION 60' ROW BK 86, PG 273 EX. SIGN (TYP.) 7 \_ EX. BURIED PIPELINE (APPROX LOCATION) 10' RESERVED FOR FUTURE ROW SHOWN ON RC -2575 (REC NO. 2756784) & RE -el 137 (REC NO. 3322296) li\L EX. OVCRHEAU ` ELECTRIC LINE WELD COUNTY ROAD 54 I i 1 EX. SWALE FX. 18" CMP EX. SWAT r EX. GUY WIRE (TYP.) EX. FENCE EWS#13 DJ BASIN LLC RECEPTION NO. 4551348, OPRWCC RECEPTION DATE: 12/18/2019 (NOT A PART) � CLOUDBREAK WWW . CLOUDBREAKENERGY. COM TRC Companies , Inc. 700 Hi hlander Blvd . � 9 A PARCEL OF LAND LOCATED IN THE SOUTH 1 2 OF THE SOUTHWEST 1 4 OF SECTION 24 TOWNSHIP 5 NORTH RANGE 65 WEST OF THE 6TH P . M . �/ Arlington , TX76015 / / � � Tel : 817 522- 1000 www.trccompanies .com COUNTY OF WELD , STATE OF COLORADO STAMP : INTERIM REVIEW LEGAL DESCRIPTI0N VICINITY MAP SITE DATA DOCUMENTS NOT INTENDED FOR A PARCEL OF LAND LOCATED IN THE SOUTH 1/2 OF THE SOUTHWEST 1/4 OF SECTION 24, CASE # : USRXX- XXXX CONSTRUCTION , BIDDING, LEGEND OR PERMITTING PURPOSES TOWNSHIP 5 NORTH , RANGE 65 WEST OF THE 6TH P . M . , COUNTY OF WELD, STATE OF ZONE DISTRICT : A (AGRICULTURAL) ALLYSON WILLIAMSON , COLORADO . PROPERTY ADDRESS : TBD P . E . PR0JECT AREA PROPERTY AREA : 74 . 17 AC CO LIC . # 60360 SOLAR ENERGY FACILITY AREA : 23 . 21 AC 4/18 /23 LEASE AREA : 27 . 76 AC SOILS : KIM LOAM ( HSG A) , NUNN LOAM ( HSG C) , NUNN CLAY LOAM ( HSG C ) , OTERO SANDY LOAM ( HSG A) , THEDALUND LOAM ( HSG C ) ESTIMATED CONSTRUCTION LAND DISTURBANCE : 24 ACRES PR0JECT AREA � � W U o > WX Q �, PR0PERTY 0WNER ' S CERTIFICATI0N � O � X � o � � � X � � � (� p� X z o THE UNDERSIGNED PROPERTY OWNER( S ) DO ( ES ) HEREBY AGREE TO THE SITE SPECIFIC � � X p U SHEET INDEX 0 � w DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW DEVELOPMENT STANDARDS AS � X �--� J DESCRIBED HEREON � Q � � w w DWG . NO . TITLE Q � � � � THIS DAY OF , 20 , C - 001 TITLE SHEET � C- 002 GENERAL NOTES � O � a CR 54 C- 003 PROPERTY & DISTANCE INFORMATION � Z C - 101 EXISTING CONDITIONS SIGNATURE - DAVID L WEINMEISTER C - 103 PHASING PLAN C- 201 SITE PLAN C - 301 PRE DRAINAGE AREA MAP � C- 302 POST DRAINAGE AREA MAP � � C - 401 GENERAL DETAILS I PROJECT NUMBER : PLANNING C0MMISSI0N CERTIFICATI0N � �P��pPO c- 4o2 GENERAL DETAILS II 528689 C- 403 EROSION & SEDIMENT CONTROL NOTES SHEET TITLE : THIS IS TO CERTIFY THAT THE WELD COUNTY PLANNING COMMISSION HAS CERTIFIED AND DOES HEREBY RECOMMEND TO THE BOARD OF COUNTY COMMISSIONERS , WELD N TITLE SHEET COUNTY, COLORADO , FOR ITS CONFIRMATION , APPROVAL AND ADOPTION THIS SITE APPLICANT SPECIFIC DEVELOPMENT PLAN SHEET SIZE : AND USE BY SPECIAL REVIEW AS SHOWN AND DESCRIBED HEREON CBEP SOLAR X , LLC ARCH " D " THIS DAY OF , 20 , PO BOX 1255 24 " X 36 " ( 610 x 914 ) 50 � � � � � 50 � � 00o STERLING , CO 80751 0 y2" 1 " ZACH BRAMMER CHAIR, WELD COUNTY PLANNING COMMISSION � ��L� � � � � � ZACH@CLOUDBREAKENERGY . COM ISSUED FOR PERMITTING NOT FOR CONSTRUCTION B0ARD 0F C0UNTY C0MMISSI0NERS CERTIFICATI0N SURVEY0R NO . REVISION DATE INIT GILLIANS LAND CONSULTANTS THIS IS TO CERTIFY THAT THE BOARD OF COUNTY COMMISSIONERS , WELD COUNTY, PO BOX 746538 COLORADO DOES HEREBY CONFIRM AND ADOPT THIS SITE SPECIFIC DEVELOPMENT ARVADA, CO 80006 - 6358 PLAN AND USE BY SPECIAL REVIEW AND THE DEVELOPMENT STANDARDS AS SHOWN ( 303 ) 972 - 6640 AND DESCRIBED HEREON WWW . GILLIANSLC . COM THIS DAY OF , 20 , � CHAIR, BOARD OF COUNTY COMMISSIONERS ENGINEER � � a } � ATTEST : TRC ENGINEERS , INC . DATE : 4/ 18/23 � 700 HIGHLANDER BLVD , SUITE 210 DRAWN BY : TRC " WELD COUNTY CLERK TO THE BOARD ARLINGTON , TX 76015 ENGINEER : AW � APPROVED BY : --- o ALLYSON WILLIAMSON PROJECT PHASE : � � : : AWILLIAMSON@TRCCOMPANIES . COM USR PLANS o DEPUTY CLERK TO THE BOARD � ( 504 ) 258 - 0791 SCALE : � AS SHOWN � � � � SHEET NO . : 0 � -� .� , � Q U SITE SPECIFIC DEVELOPMENT PLAN AND STRUCTURES SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 29 OF THE WELD COUNTY USE BY SPECIAL REVIEW PERMIT CODE, AND THE ADOPTED CODES AT THE TIME OF PERMIT APPLICATION . CURRENTLY, THE FOLLOWING DEVELOPMENT STANDARDS HAVE BEEN ADOPTED BY WELD COUNTY : 2018 INTERNATIONAL BUILDING CODES, 2018 INTERNATIONAL DAVID L WEINMEISTER, C/O CBEP SOLAR X, LLC ENERGY CODE, AND 2020 NATIONAL ELECTRICAL CODE . USRXX-XXXX CLO U D B R EAK 27 . THE PROPERTY OWNER OR OPERATOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE DESIGN AND OPERATION STANDARDS OF CHAPTER 23 OF THE WELD COUNTY CODE . 1 . SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW PERMIT, USRXX-XXXX, IS FOR A SOLAR WWW . CLOUDBREAKENERGY. COM ENERGY FACILITY (SEF) OUTSIDE OF SUBDIVISIONS AND HISTORIC TOWNSITES IN THE A (AGRICULTURAL) 2g . NECESSARY PERSONNEL FROM THE WELD COUNTY DEPARTMENTS OF PLANNING SERVICES, PUBLICS ZONE DISTRICT, SUBJECT TO THE DEVELOPMENT STANDARDS HEREON . WORKS, AND PUBLIC HEALTH AND ENVIRONMENT SHALL BE GRANTED ACCESS ONTO THE PROPERTY AT ANY REASONABLE TIME IN ORDER TO ENSURE THE ACTIVITIES CARRIED OUT ON THE PROPERTY COMPLY 2 . APPROVAL OF THIS PLAN MAY CREATE A VESTED PROPERTY RIGHT PURSUANT TO SECTION 23-8- 10 OF WITH THE CONDITIONS OF APPROVAL AND DEVELOPMENT STANDARDS STATED HEREIN AND ALL THE WELD COUNTY CODE . APPLICABLE WELD COUNTY REGULATIONS. 3 . THE FACILITY IS UNMANNED AND WILL OPERATE YEAR- ROUND, ACCORDING TO THE APPLICATION 2g . THE USE BY SPECIAL REVIEW AREA SHALL BE LIMITED TO THE PLANS SHOWN HEREON AND GOVERNED TRC Companies , Inc. MATERIALS. LIMITED MAINTENANCE PERSONNEL MAY VISIT THE SITE ONCE OPERATIONAL. BY THE FOREGOING STANDARDS AND ALL APPLICABLE WELD COUNTY REGULATIONS . SUBSTANTIAL � �� 700 Highlander Blvd . CHANGES FROM THE PLANS OR DEVELOPMENT STANDARDS, AS SHOWN OR STATED, SHALL REQUIRE � Ste . 210 4 . THE PROPERTY OWNER OR OPERATOR SHALL PROVIDE WRITTEN EVIDENCE OF AN APPROVED THE APPROVAL OF AN AMENDMENT OF THE PERMIT BY THE WELD COUNTY BOARD OF COUNTY Arlington , TX 76015 EMERGENCY ACTION AND SAFETY PLAN ON OR BEFORE MARCH 15TH OF ANY GIVEN YEAR SIGNED BY COMMISSIONERS BEFORE SUCH CHANGES FROM THE PLANS OR DEVELOPMENT STANDARDS ARE Tel : 817-522- 1000 www.trccompanies .com REPRESENTATIVE FOR THE FIRE DISTRICT AND THE WELD COUNTY OFFICE OF EMERGENCY PERMITTED . ANY OTHER CHANGES SHALL BE FILED IN THE OFFICE OF THE DEPARTMENT OF PLANNING MANAGEMENTTO THE DEPARTMENTOF PLANNING SERVICES. SERVICES. STAMP : 5 . HEIGHT LIMITATION . GROUND- MOUNTED SOLAR COLLECTORS SHALL NOT EXCEED 25 FEET IN HEIGHT, 30 . THE PROPERTY OWNERS OR OPERATOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL OF THE MEASURED FROM THE HIGHEST NATURAL GRADE BELOW EACH SOLAR PANEL TO THE HIGHEST EXTENT FOREGOING DEVELOPMENT STANDARDS. NONCOMPLIANCE WITH ANY OF THE FOREGOING INTERIM REVIEW OF THE SOLAR PANEL ROTATION , PER SECTION 23-4- 1030 . C . 1 OF THE WELD COUNTY CODE, AS DEVELOPMENT STANDARDS MAY BE REASON FOR REVOCATION OF THE PERMIT BY THE BOARD OF D0CUMEN TS AMENDED . COUNTY COMMISSIONERS. NOT INTENDED FOR 6 . GLARE . A SEF SHALL BE DESIGNED, LOCATED OR PLACED SO THAT CONCENTRATED SOLAR GLARE FROM 31 . CONSTRUCTION OR USE PURSUANT TO APPROVAL OF A USE BY SPECIAL REVIEW PERMIT SHALL BE CONSTRUCTION , BIDDING> ITS SOLAR COLLECTORS WILL NOT BE DIRECTED TOWARD OR ONTO NEARBY PROPERTYIES OR COMMENCED WITHIN THREE ( 3 ) YEARS FROM THE DATE OF APPROVAL, UNLESS OTHERWISE SPECIFIED OR PERMITTING PURPOSES ROADWAYS AT ANY TIME OF THE DAY, PER SECTION 23-4- 1030 . C . 2 OF THE WELD COUNTY CODE, AS BY THE BOARD OF COUNTY COMMISSIONERS WHEN ISSUING THE ORIGINAL PERMIT, OR THE PERMIT ALLYSON WILLIAMSON , AMENDED . SHALL BE VACATED . THE DIRECTOR OF PLANNING SERVICES MAY GRANT AN EXTENSION OF TIME, FOR P . E . GOOD CAUSE SHOWN , UPON A WRITTEN REQUEST BY THE LANDOWNER . CO LIC . # 60360 7 . SETBACKS . THE IMPROVED AREA OF THE SEF SHALL CONFORM TO THE SETBACK REQUIREMENTS OF THE 4/18 /23 UNDERLYING ZONE . ADDITIONALLY, THE IMPROVED AREA MUST BE AT LEAST 500 FEET FROM EXISTING 32 . A USE BY SPECIAL REVIEW SHALL TERMINATE WHEN THE USE IS DISCONTINUED FOR A PERIOD OF THREE RESIDENTIAL BUILDINGS AND RESIDENTIAL LOTS OF A PLATTED SUBDIVISION OR PLANNED UNIT ( 3 ) CONSECUTIVE YEARS, THE USE OF THE LAND CHANGES OR THE TIME PERIOD ESTABLISHED BY THE DEVELOPMENT. THE RESIDENTIAL SETBACK REQUIREMENT MAY BE REDUCED IF APPROPRIATE BOARD OF COUNTY COMMISSIONERS THROUGH THE APPROVAL PROCESS EXPIRES . THE LANDOWNER SCREENING THROUGH LANDSCAPE OR AN OPAQUE FENCE IS INSTALLED, OR UPON SUBMITTAL TO WELD MAY NOTIFY THE DEPARTMENT OF PLANNING SERVICES OF A TERMINATION OF THE USE, OR PLANNING COUNTY OF A WAIVER OR INFORMED CONSENT, SIGNED BY THE RESIDENCE OWNER, AGREEING TO THE SERVICES STAFF MAY OBSERVE THAT THE USE HAS BEEN TERMINATED . WHEN EITHER THE DEPARTMENT LESSER SETBACK. IF LANDSCAPE OR OPAQUE FENCING IS SUBSTITUTED FOR SETBACK, A LANDSCAPING OF PLANNING SERVICES IS NOTIFIED BY THE LANDOWNER, OR WHEN THE DEPARTMENT OF PLANNING OR FENCING PLAN SHALL FIRST BE SUBMITTED TO AND APPROVED BY THE DEPARTMENT OF PLANNING SERVICES OBSERVES THAT THE USE MAY HAVE BEEN TERMINATED, THE PLANNER SHALL SEND CERTIFIED SERVICES, PER SECTION 23-4- 1030 . C . 3 OF THE WELD COUNTY CODE, AS AMENDED . WRITTEN NOTICE TO THE LANDOWNER ASKING THAT THE LANDOWNER REQUEST TO VACATE THE USE BY SPECIAL REVIEW PERMIT. 8 . DUST MITIGATION . THE OPERATORS OF THE SEF SHALL CONTINUOUSLY EMPLOY THE PRACTICES FOR � CONTROL OF FUGITIVE DUST DETAILED IN THEIR ACCEPTED DUST MITIGATION PLAN , PER SECTION 33 . RIGHT TO EXTRACT MINERAL RESOURCES STATE : WELD COUNTY HAS SOME OF THE MOST ABUNDANT � � 23-4- 1030 . C . 4 OF THE WELD COUNTY CODE, AS AMENDED . MINERAL RESOURCES, INCLUDING , BUT NOT LIMITED TO , SAND AND GRAVEL, OIL, NATURAL GAS, AND W � COAL. UNDER TITLE 34, OF THE COLORADO REVISED STATUTES, MINERALS ARE VITAL RESOURCES � U X Q � 9 . UNDERGROUND CABLES . ALL ELECTRICAL CABLES ON THE IMPROVED AREA SHALL BE BURIED, EXCEPT BECAUSE (A) THE STATES COMMERCIAL MINERAL DEPOSITS ARE ESSENTIAL TO THE STATE 'S ECONOMY; W �/ � m FOR DIRECT CURRENT STRING WIRES THAT CONNECT BETWEEN SOLAR COLLECTORS, DIRECT CURRENT ( B ) THE POPULOUS COUNTIES OF THE STATE FACE A CRITICAL SHORTAGE OF SUCH DEPOSITS; AND ( C) O � �� COLLECTION CIRCUITS BETWEEN ROWS OF SOLAR ARRAYS THAT ARE NO MORE THAN FOUR (4) FEET SUCH DEPOSITS SHOULD BE EXTRACTED ACCORDING TO A RATIONAL PLAN, CALCULATED TO AVOID � O X � � ABOVE GRADE CROSSINGS, SUBSTATIONS, SWITCHYARDS, AND CIRCUIT VOLTAGES GREATER THAN 34 . 5 WASTE OF SUCH DEPOSITS AND CAUSE THE LEAST PRACTICABLE DISRUPTION OF THE ECOLOGY AND �/ X Z KILOVOLTS (WHERE NECESSARY), PER SECTION 23-4- 1030 . C . 5 OF THE WELD COUNTY CODE, AS QUALITY OF LIFE OF THE CITIZENS OF THE POPULOUS COUNTIES OF THE STATE . MINERAL RESOURCE � I..L � � O AMENDED . LOCATIONS ARE WIDESPREAD THROUGHOUT THE COUNTY AND PEOPLE MOVING INTO THESE AREAS Q � � O � MUST RECOGNIZE THE VARIOUS IMPACTS ASSOCIATED WITH THIS DEVELOPMENT. OFTENTIMES, ` ' MINERAL RESOURCE SITES ARE FIXED TO THEIR GEOGRAPHICAL AND GEOPHYSICAL LOCATIONS . �/ �C w 10 . FENCING . THE SEF SHALL BE ENCLOSED WITH A SECURITY FENCE AS APPROVED PURSUANT TO THE I..L MOREOVER THESE RESOURCES ARE PROTECTED PROPERTY RIGHTS AND MINERAL OWNERS SHOULD BE Z � � w FENCING PLAN . APPROPRIATE SIGNAGE SHALL BE PLACED UPON SUCH FENCING THAT WARNS THE ' Q p w PUBLIC OF THE HIGH VOLTAGE THEREIN , PER SECTION 23-4- 10430 . C . 6 OF THE WELD COUNTY CODE . ALL AFFORDED THE OPPORTUNITY TO EXTRACT THE MINERAL RESOURCE . � � � N � SIGNS SHALL ADHERE TO THE ADOPTED WELD COUNTY SIGN CODE, AS AMENDED . � 34 . THE WELD COUNTY RIGHT TO FARM STATEMENT, AS IT APPEARS IN SECTION 22-2- 30 .A. 4 OF THE WELD � O � Q 11 . STORMWATER MANAGEMENT. THE OPERATOR OF THE SEF SHALL COMPLY WITH THE APPROVED FINAL COUNTY CODE, SHALL BE PLACED ON THE MAP AND RECOGNIZED AT ALL TIMES. � � w DRAINAGE REPORT AND THE REQUIRED STORM DRAINAGE CRITERIA PURSUANT TO CHAPTER 8, ARTICLE z XI OF THE WELD COUNTY CODE . GROUND -MOUNTED SOLAR COLLECTOR SYSTEMS SHALL BE EXEMPT FROM IMPERVIOUS SURFACE CALCULATIONS IF THE SOIL UNDER THE COLLECTORS IS DESIGNATED HYDROLOGIC A OR B SOIL GROUPS BY THE NATURAL RESOURCES CONSERVATION SERVICE, PER SECTION 23-4- 1030 . C . 7 OF THE WELD COUNTY CODE, AS AMENDED . 12 . EXISTING IRRIGATION SYSTEMS . THE NATURE AND LOCATION OR EXPANSION OF THE SEF MUST NOT UNREASONABLY INTERFERE WITH ANY IRRIGATION SYSTEMS ON , OR ADJACENT TO, THE SOLAR FACILITY, PR0JECT NUMBER : PER SECTION 23-4- 1030 . C . 9 OF THE WELD COUNTY CODE, AS AMENDED . S � � � � � 13 . THE SITE SHALL ADHERE TO THE ACCEPTED DECOMMISSIONING AND RECLAMATION PLAN . PER SECTION 23-4- 1030 . B .4 . H OF THE WELD COUNTY CODE, AS AMENDED, WELD COUNTY SHALL HAVE THE RIGHT TO SH EET TITLE : DRAW UPON THE IRREVOCABLE STANDBY LETTER OF CREDIT, OR OTHER FORM OF FINANCIAL SECURITY, TO PAY FOR DECOMMISSIONING IN THE EVEN T THAT THE HOLDER HAS NOT COMMENCED �COMMI SIIONERS ' OR EROR E OLUIT�ION DI EICTING D CIOMMIS IONING/RECOLAMATION . UN � GENERAL NOTES 14 . THE SITE SHALL BE MAINTAINED IN ACCORDANCE WITH THE ACCEPTED PROPERTY MAINTENANCE PLAN . SHEET SIZE : 15 . THE PROPERTY OWNER OR OPERATOR SHALL BE RESPONSIBLE FOR CONTROLLING NOXIOUS WEEDS ON ARCH �� D �� THE SITE , PURSUANT TO CHAPTER 15, ARTICLE I AND II , OF THE WELD COUNTY CODE . 24 �� X 3F �� ( 610 x 914 ) � y2» ,� �, 16 . THE ACCESS TO THE SITE SHALL BE MAINTAINED TO MITIGATE ANY IMPACTS TO THE PUBLIC ROAD, INCLUDING DAMAGES AND/OR OFF-SITE TRACKING . 17 . ANY WORKTHAT MAY OCCUPYAND/OR ENCROACH UPON ANY COUNTY RIGHTS-OF-WAY OR EASEMENT ISSUED FOR PERM ITTING SHALL REQUIRE AN APPROVED RIGHT-OF-WAY USE PERMIT PRIOR TO COMMENCEMENT. NOT FOR CONSTRUCTION 18 . THE PROPERTY OWNER SHALL COMPLY WITH ALL REQUIREMENTS PROVIDED IN THE EXECUTED ROAD MAINTENANCE AGREEMENT. NO . REVISION DATE INIT 19 . THE HISTORICAL FLOW PATTERNS AND RUNOFF AMOUNTS ON THE SITE WILL BE MAINTAINED . 20 . DURING CONSTRUCTION , ALL LIQUID AND SOLID WASTES (AS DEFINED IN THE SOLID WASTES DISPOSAL SITES AND FACILITIES ACT, C . R . S . § 30-20- 100 . 5 ) SHALL BE STORED AND REMOVED FOR FINAL DISPOSAL IN A MANNER THAT PROTECTS AGAINST SURFACE AND GROUNDWATER CONTAMINATION . 21 . DURING CONSTRUCTION , NO PERMANENT DISPOSAL OF WASTES SHALL BE PERMITTED AT THIS SITE . THIS IS NOT MEANT TO INCLUDE THOSE WASTES SPECIFICALLY EXCLUDED FROM THE DEFINITION OF A SOLID WASTE IN SOLID WASTES DISPOSAL SITES AND FACILITIES ACT, C . R . S. §30- 20- 100 . 5 . 22 . DURING CONSTRUCTION , WASTE MATERIALS SHALL BE HANDLED, STORED, AND DISPOSED OF IN A MANNER THAT CONTROLS FUGITIVE DUST, FUGITIVE PARTICULATE EMISSIONS, BLOWING DEBRIS, AND OTHER POTENTIAL NUISANCE CONDITIONS . THE FACILITY SHALL OPERATE IN ACCORDANCE WITH Y CHAPTER 14, ARTICLE I OF WELD COUNTY CODE . a r m ¢ 23 . FUGITIVE DUST AND FUGITIVE PARTICLE EMISSIONS SHALL BE CONTROLLED THROUGHOUT THE � DURATION OF CONSTRUCTION OF THE FACILITY. `° DATE : 4/ 18/23 0 � 0 24 . DURING CONSTRUCTION , ADEQUATE TOILET FACILITIES AND HANDWASHING UNITS SHALL BE DRAWN BY : TRC � PROVIDED . PORTABLE TOILETS SHALL BE SERVICED BYA CLEANER LICENSED IN WELD COUNTY, CONTAIN ENGINEER : AW o HAND SANITIZERS, BE SCREEN FROM PUBLIC VIEW AND REMOVED WHEN CONSTRUCTION IS APPR0VED BY : � COMPLETED . --- � z PROJECT PHASE : � 25 . THE OPERATION SHALL COMPLY WITH ALL APPLICABLE RULES AND REGULATIONS OF STATE AND USR PLANS � FEDERAL AGENCIES AND THE WELD COUNTY CODE . N SCALE : � 26 . BUILDING PERMITS SHALL BE REQUIRED FOR ANY NEW CONSTRUCTION OR SETUP OF A NONE � � MANUFACTURED STRUCTURE ( BUILDINGS AND/OR STRUCTURES), PER SECTION 29-3- 10 OF THE WELD o COUNTY CODE . A BUILDING PERMIT APPLICATION MUST BE COMPLETED AND SUBMITTED . BUILDINGS SHEET N0 . : � -� .� , � � Q U EXISTING FEATURES PROPOSED FEATURES PROPOSED EROSION CONTROL FEATURES - - PR0JECT PR0PERTY DIRT R0AD UNDERGR0UND GAS LINE (APPR0X L0CATI0N ) GRAVEL R0AD � � EQUIPMENT PAD ADJACENT PR0PERTY � CULVERT WATER LINE X FENCE `� GRASS SWALE N CLOUDBREAK - � 685 TRAFFIC FL0W ARR0W S0LAR LEASE AREA MAJ0R C0NT0URS FIBER 0PTIC LINE S0LAR ARRAY SILT FENCE WWW . CLOUDBREAKENERGY. COM � PR0PERTY NUMBER - - - - �, 6 � � - - - - MIN0R C0NT0URS , 0IL LINE 0E 0VERHEAD ELECTRIC LINE AGGREGATE VEHICLE TRACKING C0NTR0L - - RIGHT- 0E-WAY S0ILS B0UNDARY LINE FENCE UE UNDERGR0UND ELECTRIC LINE - - - EASEMENT/SETBACK S0ILS CLASSIFICATI0N UTILITY P0LE UTILITY P0LE C0NCRETE UNDERGR0UND ELECTRIC LINE 200 100 0 200 400 TRC Companies , Inc. 0VERHEAD ELECTRICAL LINE 700 Hi hlander Blvd . ASPHALT SCALE : 1 " = 200 ' % Ste . 2 0 Arlington , TX 76015 Tel : 817-522- 1000 PRO�JECT PROPERTY ItVFORIVIATIO �J www.trccompanies .com � STAM P : � PARCEL # PARCEL ID ACCOUNT # OWN ER NAME OWNER ADDRESS A 0961124300�36 R3990206 DAVID L WEINI'1� EISTER 23170CQUNTY ROAD 54 INTERIM REVIEW GREELEY CO 80631 DOCUMENTS �i I LIST OF ADJACENTi PROPERTY �WNERS NOT INTENDED FOR CONSTRUCTION , BIDDING, PARCEL # PARCELID ACCC? UNT # OWNERNAIV'6E OWNERADDRESS oR PERMITTING PURPOSES 1 09612440�Q04 R8946797 GEORGE & I''�AXE`l JEAN LIVING TRUST 2014 26331 CaUfJTY RdAQ 49 ALLYS0N WILLIAMS0N , i GREELEY CO �Q631 P . E . 23636 C � UN �Y RUAD 54 C0 LIC . # 60360 2 09612510�0+02 R4722907 1NELD COUN �Y 4/18 /23 GREELEY, Cd 80631 �i i 3 096125100fl03 R4723007 EWS # 13 DJ BASI N LLC 23360 COUN �Y RQAD 54 i CIRCLE, GREELE �`, CD S�}631 23360 COUN �`( ROAD 54 4 096125200001 R47228fl7 E1N5 # 13 DJ BASI N LLC - - GREELEY, CQ 80631 23170 C � U �J �Y' RdAD 54 5 095125200fl05 R4722207 CaMPLETE E �JERGYSERVICES LLC GREELEY, Cd $�631 i � 10 � 11 6 096124300435 R399fl106 DAVID LVIIEINMEISTER 23117 COUIV �`( ROAD 54 W � � GREELEY, CC3 80631 � U 23Q41 CaUNTY ROAD 54 � LI.� X Q � 7 0961�4300fl33 R1119002 QAVID LWEINMEISTER O � X � � � GREELEY, CC7 $0631 O � I 2593� COUNTi Y R� AD 47 � O X � � EX . C0NCRETE X 8 096125200fl�4 R47221D7 PHYLLIS A JOHNSON � Z Q EX . METAL EX . ELECTRIC STRUCTURE GREEELY, C � 8�631 � � PIPE BRIDGE � U VALVE TER B0X (TYP . ) g pg� ��3400�007 R89473fl7 �H � IV�A5 & MARJORIE BRaWN 22543 COUN -G�Y RC7A � 54 Q X � w �I I G R E E L E Y, C � 8 0 6 3 1 z � X � - - - - - - - - - _ - � � � � � � � � � � � � � � � � � J W I � I 10 Q96123000D25 R391$986 GARY & SUSAN ALLES ��S� C O U N �Y' R O A D 4 7 � Q � O � EX . 12 " � 11 GREELEY, CO 80631 � N C7 C0RRUGATED PIPE � EX. DRAINAGE � � STRUCTURE � 26360 CaUNTi Y RaAD 47 (� O w I I � 11 096124300041 R6779851 GARY & SUSAN ALLES GREELEY, C � 80631 � z I I EX. 12 " METAL PIPE � I I I I 60 ' R0W \ II �� BK 86, PG 273 � � 1 � ❑ / / II � PROJECT NUMBER : i � ii 528689 EX. FIBER 0PTIC �A / x x x SHEET TITLE : 30 ' I I EX. DIRT R0AD EX. 18" RCP � X � I � I � � � PROPERTY & DISTANCE I 295 ' , � � � � � Q � � � � Q � � � � � INFORMATION I I II � 212 ' � I EX. BURIED PIPELINE � I (APPR0X L0CATI0N ) SHEET SIZE : 6 WELL/ DITCH EASEMENT , I� 234 � ARCH �� D �� REC N0 . 2768041 EX. C0NCRETE 11i8 � � � I 24 �� X 36 �� ( 610 x 914 ) � I CHANNEL + 9 ' WELL/ DITCH EASEMENT �� I 10 ' PIPELINE EASEMENT � y2» ,� �, APPR0XIMATE L0CATI0N REC N0 . 4246896 X 0F PR0P . PIPELINE 1 � � � 10 ' RESERVED F0R FUTURE R0W � � � I REC N0 . 4386988 REC N0 . 2012585 I I SH0WN 0N RE- 2575 ( REC N0 . 2756784 ) � ISSUED FOR PERMITTING �� 6 & RE-4137 ( REC N0 . 3322296 ) � �II NOT FOR CONSTRUCTION � � � � � � � � I � � EX. 4 ' C0NCRETE CHANNEL � 25 ' ACCESS EASEMENT I I EX . 0IL LINE 30 � EX . EDGE 0F II EX. 18 " RCP PIPE � � - - REC N0 . 3322296 - � - � - - u -.-- - - --.- u u ASPHALT -- - . r � - - - - - - - --� - - --- - I --- - - �-- � I � _ _ _ _ N0 . REVISI0N DATE INIT _ WELD COUNTY ROAD 54 ! � - - - - - - - - - � - - _ _ I - _ � - _ _ � � • � •�� a / EX. FENCE / EX. 0VERHEAD II � EX . GUY WIRE (TYP . ) I� , EX . GAS ENCL0SURE 60 ' R0W ELECTRIC LINE I � � EX . UTILITY P0LE (TYP . ) BI< 86, PG 273 EX. SIGN (TYP . ) EX. WATER EX . UTILITY EX. BURIED PIPELINE 4 3 � 2 � ' � � � � METER (TYP . ) � PEDESTAL ( TYP . ) ( APPR0X L0CATI0N ) / ; � � li i , � / y �I I � a I � m � � � � � ¢ � N � � / O II I / - N � � � � � � � O I I / � i � i � DATE : 4/ 18/23 � , , � i / ' � / DRAWN BY : TRC o i i � , �i ' � i i — � ' ENGINEER : AW � , � APPROVED BY : --- � � PROJECT PHASE : � � � i � o USR PLANS M - � i / - � SCALE : � 1 " = 200 ' � � , � , � � i , ' � / SHEET NO . : , -� , - � / , � � / , - , � � - Q i U EXISTING FEATURES - - PR0JECT PR0PERTY DIRT R0AD UNDERGR0UND GAS LINE (APPR0X L0CATI0N ) - - - - ADJACENT PR0PERTY � CULVERT WATER LINE MAP UNITSYMBOL MAP UNIT NAME DESCRIPTION HYDROLOGICALSOILGROUP AREA IN LEASE BOUNDARY ( ac. ) N CLOUDBREAK - � 685 - 3 AQUOLLS AN D AQUENTS GRAVELLY SUBSTRATUM D 3 . 8 S0LAR LEASE AREA MAJ0R C0NT0URS FIBER 0PTIC LINE 22 DACONO CLAY LOAM 1TO 3 PERCENTSLOPES C 15. 6 WWW . CLOUDBREAKENERGY. COM � PR0PERTY NUMBER - - - - �, 6 � � - - - - MIN0R C0NT0URS , 0IL LINE 41 NUNN CLAY LOAM 0TO 1 PERCENTSLOPES C 1 42 NUNN CLAY LOAM 1TO 3 PERCENTSLOPES C 3 . 4 - - RIGHT- 0E-WAY S0ILS B0UNDARY LINE FENCE - - - EASEMENT/SETBACK S0ILS CLASSIFICATI0N UTILITY P0LE C0NCRETE UNDERGR0UND ELECTRIC LINE 70 35 0 70 140 TRC Companies , Inc. ASPHALT 0VERHEAD ELECTRICAL LINE SCALE : 700 Hi hlander Blvd . � 9 1 " = 70 ' �/ Ste . 210 Arlington , TX 76015 I Tel : 817-522- 1000 II r www.trccompanies .com I I STAM P : I I INTERIM REVIEW EX. 12 " I I D0CUMENTS METAL PIPE � NOT INTENDED FOR a CONSTRUCTION , BIDDING, OR PERMITTING PURPOSES EX . SWALE I �' ALLYS0N WILLIAMS0N , ' I I P . E . � C0 LIC . # 60360 � 4/18 /23 . � � I � / II _ � EX. SWALE CR0SSING / � I . � _ � II / EX. DIRT R0AD � / II � � II s W ~ o � > WX Q �, � � � � Q � X ° � � � � ocpX � � i � � X zo . , - � II � X o ". . � D � X � w �/ �--� J EX . 18 " RCP � I EX . SWALE � I..L � w � � II QQ � � � � � � � � { I � a / — `r' w I I GEORGE & MAXEY JEAN z /�, LIVING TRUST 2014 EX . SWALE I I PARCEL #096124400004 / ACCOUNT # R8946797 II / _ II / PROJECT NUMBER : I � ` I I EX . BURIED PIPELINE 528689 DAVID L WEINMEISTER I I (APPR0X L0CATI0N ) � PARCEL #0961124300036 SH EET TITLE : � ACCOUNT # R3990206 I I _ _ � EXISTING CONDITIONS � .� _ � . / � �� I � SHEET SIZE : ARCH D ,� „ �, \ / 24 " X 36 " ( 610 x 914 ) ' , � o Y2» i » ' / I ` 10 ' PIPELINE EASEMENT � REC N0 . 4386988 � I ISSUED FOR PERMITTING \ � NOT FOR CONSTRUCTION II � � I DAVID L WEINMEISTER I PARCEL #096124300035 I \ I I N0 . REVISI0N DATE INIT ACCOUNT # R3990106 � \ �I I / II / , II / 10 ' RESERVED F0R FUTURE R0W \ ' � SH0WN 0N RE -2575 ( REC N0 . 2756784 ) EX. EDGE 0F � I I �: ;. EX. 0IL LINE 30 � & RE -4137 ( REC N0 . 3322296 ) ASPHALT EX. SWALE I I EX . 18 " RCP PIPE � � � � - � - � � fl- � � � , � � � � � � � � � � � � _. } � � � . 00 � � � . � � ..� � _„� � � �_�'�.r� � �_ �_"' � �"' � � �" � "` . . . . . . . . . � '� � � �"� � � ��" � ��.. .�... _� � , 7 � � I I_ o _ _ _ _ _ _ _ _ — WELD COUNTY ROAD 54 `- - WELDCOUNTY � PARCEL #096125100002 DATE : 4/ 18/23 � - - -- O ' _ _ i C � I i� C -II ! � _ _ __ _ _ _ _ _ _ _. _ - .. ACCOUNT #R4722907 DRAWN BY : TRC , o i I � i ENGINEER : AW `� EX . UTILITY P0LE (TYP . ) EX. UTILITY 60 ' R0W I = EX. SIGN (TYP . ) EX . BURIED PIPELINE EX . 0VERHEAD EX. GUY WIRE (TYP . ) APPROVED BY : --- � BK 86, PG 273 (APPR0X L0CATI0N ) ELECTRIC LINE EX. FENCE PROJECT PHASE : � PEDESTAL (TYP . ) U � I � USR PLANS 'X I � COMPLETE ENERGY SERVICES LLC I EWS #13 DJ BASIN LLC SCALE : 1 �� = 7 � � EWS #13 DJ BASIN LLC � � PARCEL# 096125200005 PARCEL #096125200001 PARCEL #096125100003 � ACCOUNT #R4722207 ACCOUNT #R4722807 ACCOUNT #R4723007 SH EET NO . : 0 � � I � � � � o I I Q IU EXISTING FEATURES PROPOSED FEATURES PROPOSED EROSION CONTROL FEATURES - - PROJECT PROPERTY DIRT ROAD UNDERGROUND GAS LINE (APPROX LOCATION ) GRAVEL ROAD � � EQUIPMENT PAD ADJACENT PROPERTY � CULVERT WATER LINE X FENCE `� GRASS SWALE N CLOUDBREAK - � 685 TRAFFIC FLOW ARROW SOLAR LEASE AREA MAJOR CONTOURS FIBER OPTIC LINE SOLAR ARRAY SILT FENCE WWW . CLOUDBREAKENERGY. COM � PROPERTY NUMBER — — — — �, 6 � � — — — — MINOR CONTOURS , OIL LINE OVERHEAD ELECTRIC LINE AGGREGATE VEHICLE TRACKING CONTROL - - RIGHT- OF-WAY SOILS BOUNDARY LINE FENCE UNDERGROUND ELECTRIC LINE - - - EASEMENT/SETBACK SOILS CLASSIFICATION UTILITY POLE UTILITY POLE CONSTRUCTION PHASE 1 CONCRETE UNDERGROUND ELECTRIC LINE 70 35 0 70 140 TRC Companies , Inc. OVERHEAD ELECTRICAL LINE CONSTRUCTION PHASE 2 700 Hi hlander Blvd . ASPHALT SCALE : , g 1 " = 70 ' �/ Ste . 210 Arlington , TX 76015 I Tel : 817-522- 1000 II r www.trccompanies .com I I STAM P : I I INTERIM REVIEW D0CUMENTS EX. 12 " I I METAL PIPE ,� � NOT INTENDED FOR B CONSTRUCTION , BIDDING, '' OR PERMITTING PURPOSES EX . SWALE I �' ALLYSON WILLIAMSON , � I I P . E . � CO LIC . # 60360 � 4/18 /23 � � I � / II . � EX. SWALE CROSSING . / I I . ' � � II / EX. DIRT ROAD � / II � . . � I I s ``'--' ~ o � PROP . FENCE / W X Q � � / I I O � � � � . . � X X X X X X I I �/ O � � 0�0 I�L / � (,r � X z p , ix I I � X o � PROP . 10 ' x 40 ' STORAGE . X \ � U w � \ II z � X�/ � w CONTAINER ( 2 ) - �� EX . SWALE I..L PROP . TEMP � xl I Q � (� � �C CONSTRUCTION TRAILER � � L7 � I c/� � a — � w EX . 18 " RCP �� - I I GEORGE & MAXEY JEAN z LIVING TRUST 2014 EX . SWALE . . . . . . . . . . . . xl I PARCEL #096124400004 ACCOUNT # R8946797 II � I PROJECT NUMBER : II EX . BURIED PIPELINE 528689 PROP . STAGING AREA � I (APPROX LOCATION ) DAVID L WEINMEISTER SHEET TITLE : PARCEL #0961124300036 �� ACCOUNT # R3990206 I I � PHASING PLAN � '� � N � � I 0 SHEET SIZE : ARCH D ,� „ PROP . 26 W ACCESS ROAD „ „ , 24 X 36 ( 610 x 914 ) �''° PROP . EQUIPMENT PAD , V x I � 10 REC NIO 4386 g $ NT � y2» ,� �, ^ I ISSUED FOR PERMITTING NOT FOR CONSTRUCTION II I DAVID L WEINMEISTER = � - � I PARCEL #096124300035 X NO . REVISION DATE INIT ACCOUNT # R3990106 I I PROP . UNDERGROUND I I ELECTRIC LINE f I � PROP . GATE ACCESSIBLE I I VIA KNOX PADLOCK OR KNOX KEY SWITCH 10 ' RESERVED FOR FUTURE ROW I I � SHOWN ON RE- 2575 ( REC N0 . 2756784 ) EX. EDGE OF � & RE -4137 ( REC NO . 3322296 ) ASPHALT EX. SWALE EX . OIL LINE PROP . OVERHEAD 30 I I EX . 18 " RCP PIPE ELECTRIC LINE - - - - - - - - - - - - - - - - - - - - - - --=_ ____=- - - - - - - - - - - - - - - - - - - - - - - - - - - - - X X X X � - --- --- - ---- - - -----T- . . . . . . . ,c � � _ � �� `��_' � ��" � � �" � "' � '� � � �"� � � �E" � ��" .�... =•v= �� I , Q � m — I I— _ _ � _ _ _ _ _ _ — WELD COUNTY ROAD 54 `- - WELD COUNTY o , PaRCE � #096125100002 DATE : 4/ 18/23 N � � " � � � � ' � � � � � � " � � � � �. � �II � � � � � � � I _ _. _ — accouNr #R4�zz9o� DRAWN BY : TRC o I ° �, i ENGINEER : AW , � EX . UTILITY POLE (TYP . ) EX. UTILITY 60 ' ROW EX. SIGN (TYP . ) EX . BURIED PIPELINE EX . OVERHEAD EX. GUY WIRE (TYP . ) � APPROVED BY : --- � PEDESTAL (TYP . ) BK 86 , PG 273 (APPROX LOCATION ) ELECTRIC LINE EX. FENCE PROJECT PHASE : � N I� � USR PLANS � i I � o �� i SCALE : 1 � � = 70 � � COMPLETE ENERGY SERVICES LLC I EWS #13 DJ BASIN LLC EWS #13 DJ BASIN LLC � PARCEL# 096125200005 PARCEL #096125200001 PARCEL #096125100003 � ACCOUNT #R4722207 ACCOUNT #R4722807 ACCOUNT #R4723007 SH EET NO . : 0 � � I � � � � o I I Q IU EXISTING FEATURES PROPOSED FEATURES PROPOSED EROSION CONTROL FEATU RES - - PROJECT PROPERTY DIRT ROAD UNDERGROUND GAS LINE (APPROX LOCATION ) GRAVEL ROAD � � EQUIPMENT PAD ADJACENT PROPERTY �--� CULVERT WATER LINE X FENCE �� GRASS SWALE N CLOUDBREAK TRAFFIC FLOW ARROW SOLAR LEASE AREA - �, 685 — MAJOR CONTOURS FIBER OPTIC LINE SOLAR ARRAY ^ ^ �C�C� SILT FENCE WWW . CLOUDBREAKENERGY. COM � PROPERTY NUMBER - - - - �, � � � - - - - MINOR CONTOURS , OIL LINE OVERHEAD ELECTRIC LINE AGGREGATE VEHICLE TRACKING CONTROL - - RIGHT- OF-WAY SOILS BOUNDARY LINE FENCE UNDERGROUND ELECTRIC LINE - - - — EASEMENT/SETBACK SOILS CLASSIFICATION UTILITY POLE UTILITY POLE CONCRETE UNDERGROUND ELECTRIC LINE 70 35 0 70 140 � TRC Companies , Inc. ASPHALT OVERHEAD ELECTRICAL LINE SCALE : 700 Hi hlander Blvd . � 9 1 " = 70 ' "�/ Ste . 210 Arlington , TX 76015 NOTES Tel : 817-522- 1000 I I www.trccompanies .com 1. PROPOSED MAIN ACCESS GATE TO I I SOLAR FARM . EMERGENCY CONTACT STAMP : SIGN POSTED INCLUDING PROJECT I I OWNER, OPERATION5, AND MAINTENANCE CONTRACTOR. INTERIM REVIEW ELECTRICAL HAZARD SIGNS POSTED, SEE D 0CU M E N TS EX . 12 I I DETAIL SHEET C-401 . METAL PIPE NOT INTENDED FOR � CONSTRUCTION , BIDDING, OR PERMITTING PURPOSES EX . SWALE I ALLYS0N WILLIAMS0N , � I I P . E . � C0 LIC . # 60360 � 4/20 /23 � � I � / II EX. SWALE CROSSING � � � 41 / II / EX. DIRT ROAD � / II � / 15 PANEL TO FENCE W � � / (VARIES, MIN 15 ' ) I I � � U X Q PROP . FENCE W O � � / I I � � � � X X X X X X X X X OX } o � � � � � (°�C X z o /X � `r � � � U � II � X o . X � PROP . 10 ' x 40 ' STORAGE / X U w CONTAINER ( 2 ) �� I I EX . SWALE Z � � � w PROP . TEMP � x I I � � � O � CONSTRUCTION TRAILER � � V' � I c� 0 a ❑ — � w EX . 18 " RCP �' I I GEORGE & MAXEY JEAN z LIVING TRUST 2014 EX . SWALE � � � - � � � - � � � - � � � xl I PACCOUNT # R89460904 II '� � I PR0JECT NUMBER : II EX . BURIED PIPELINE 528689 PROP . STAGING AREA x (APPROX LOCATION ) � DAVID L WEINMEISTER � I SHEET TITLE : PARCEL #0961124300036 'r ACCOUNT # R3990206 I I R54' cnP. , � SITE PLAN 0 � _ _ _ - - - - - - - - -- - - -- - - - - - - - - � � � - - - - r x ��- - - - - - - - -�� : �� - - - - -- - - - - -- - -�-- - - - -T + xl � ' 20 ' PROPERTY SETBACK ;� I o (VARIES, MIN 20 ' ) � � � � � � R2$ ❑ � Rza � �� SHEET SIZE : � ' I „ ARCH " D " � �� P � 24 X 36 ( 610 x 914 ) i ��,P � PROP . 26 ' W ACCESS ROAD � � �' � PROP . EQUIPMENT PAD o I V I 1 � � �� , i , x i 20 ' PANEL ROW I � 10 PIPELINE EASE REC NO . 4386988 ' SPACING (TYP . ) x ^ I ISSUED FOR PERMITTING � NOT FOR CONSTRUCTION i �II � , DAVID L WEINMEISTER i � ' ' ' � NO . REVISION DATE INIT PARCEL #096124300035 x � ACCOUNT #R3990106 i I � I ll , i PROP . UNDERGROUND PROP . PERSONNEL GATE � ELECTRIC LINE f i I I i SEE NOTE 1 � xI I � 22 . 5 ' PANEL TO FENCE i PROP . TRAPEZOIDAL � GRASS SWALE 10 ' RESERVED FOR FUTURE ROW (VARIES, MIN15 ' ) I I ( �- - �� ! PROP . UTILITY POLE SHOWN ON RE- 2575 ( REC NO . 2756784 ) EX. EDGE OF I I I EX. OIL LINE j/ PROP . OVERHEAD U U U � � � 30 ' & RE -4137 ( REC NO . 3322296 ) ASPHALT EX. SWALE EX . 18 " RCP PIPE � R28 ELECTRIC LINE — — — — — — — — — — — — — — — — — — — — — — =_— =__—X= — — — — — — — — � — — — X — — — — — — — X — — — — � =- — — — X � � � — � — ��-� _ (TYP . ) — — — — — — — — — — — — — — — — — — — — . � i a i J � _ _ _ _ _ _ - WELD COUNTY ROAD 54 - - � WELD COUNTY � , PARCEL #096125100002 DATE : 4/20/23 o � � -' � � � -' � - __ •• i i � i� G �I � _ _ _ _ - — — — — — — - ACCOUNT #R4722907 � -• - i DRAWN BY : TRC N ��, li ENGINEER : AW , � EX. UTILITY POLE ( TYP . ) EX . UTILITY PROP . POINT OF 60 ' ROW EX. SIGN (TYP . ) EX . BURIED PIPELINE EX . OVERHEAD EX. GUY WIRE (TYP . ) -_- � PEDESTAL (TYP . ) INTERCONNECTION BK 86 , PG 273 (APPROX LOCATION ) ELECTRIC LINE APPR0VED BY : � EX. FENCE PR0JECT PHASE : � � I� � USR PLANS �, I � i I � o �� i SCALE : 1 � � = 70 � � COMPLETE ENERGY SERVICES LLC I EWS #13 DJ BASIN LLC EWS # 13 DJ BASIN LLC � PARCEL# 096125200005 PARCEL #096125200001 PARCEL #096125100003 � ACCOUNT # R4722207 ACCOUNT #R4722807 ACCOUNT #R4723007 SHEET N0 . : 0 � � I L � I I O I I �j II PRE - DEVELOPMEN� RUNOFFCALCULATION PARAMETER5 LEGEND DRAINAGE WEIGHTED RU �JOFF RAINFALL AREA AREA, A (ac ) COEFFICIENT, C INTENSITY, I (in/hr) A 23 . 8 0. 51 5 . 65 DA - X CLOUDBREAK DRAINAGE AREA X . XX AC WWW . CLOUDBREAKENERGY. COM DRAINAGE POINT N TRC Companies , Inc. 700 Hi hlander Blvd . � 9 � � DRAINAGE AREA �/ Ste . 210 BOUNDARY Arlington , TX 76015 Tel : 817-522- 1000 www.trccompanies .com �� FLOW ARROW STAM P : 60 30 0 60 120 INTERIM REVIEW SCALE : i " = so ' DOCUMENTS N0T INTENDED F0R C0NSTRUCTI0N , BIDDING, � 0R PERMITTING PURP0SES � �� ALLYSON WILLIAMSON , � I I P . E . . / CO LIC . # 60360 IRRIGATION DITCH . � � I I 4/18 /23 . / . / � � I � / ' . / J� I / � / / ' I � � - � � I �I I � PROPERTY FENCE / �i II� I W � � � � � 4� 1 � WX Q � � I O � X ° � � � �� pC X } � , � i � X z °° . � � � i � � � � � ° / / I 0 � X � � ' I w � � z � X � � � f � Qoc ow w : � ' Q � � N � _ . � � I '� I � � � � � � � a � � �, � — cr� w / z DRAINAGE AREA BOUNDARY � I I � � I � � � � / �c DA - A I I PROJECT NUMBER : � 23 . 8 AC 528689 � I SHEET TITLE : / �' TIME OF CONCENTRATION I � � I � / FLOW LINE I I PRE DRAINAGE �. T� 0 � AREA MAP Tc � I SHEET SIZE : ARCH " D " I �I I 24 " X 36 " ( 610 x 914 ) I � o Y2» i » _ T� � I � � ISSUED FOR PERMITTING �.c � NOT FOR C0NSTRUCTI0N I I II I T� III I f NO . REVISION DATE INIT �h I Tc II I II I Tc I I I f T� � I � T � � � � � Q m ¢ Tc r i � T� M � � Tc N I I DATE : 4/ 18/23 Tc N r� � � �� r� DRAWN BY : TRC � Tc ; I � r� I ,'' ENGINEER : AW � T� DP -A APPROVED BY : --- � � � � � � � � � � � � � � � � � � � � � � � _ _ _ - ' PROJECT PHASE : c — — � — — � � . � � v � � � � � � � � � � � � � � � I � � � � � � � � � � � � � � — � �. � � � � � � � � � — � ._ __ . . . . . � . d � � � � s M � o _ _ — SCALE : „ , ' W E LD COU NTY ROAD 54 - 1 60 � - - EX . ACCESS ROAD �--- - � � � - � � - _ � _ - _ - - � - - G - � � — — " —o�— � — � � - � n � _ G —_� - r,_ — - �� ,-, � �_-- � _ — — ' — -� — — — — — / — SHEET NO . : C - - +� � - - - - t� - - ; i � � i � oE -- i o � - - - pG — OE � � � U / 100-YEAR RUNOFF CALCULA�ION RESULT DRAINAGE PRE- DEVEL � PMENT POST- DEVELOPNIENT LEGEND � IFFERENCE tcfs ) AREA PEAK FLOW RATE (cfsJ PEAK FLOW RATE (cfs ) A 68. f0 7f. 70 8 . 10 DA - X CLOUDBREAK POST- � EVELOPMENT RUNOFF CALCIJLATION PARP,METERS DRAINAGE AREA DRAINAGE WEIGHTED RUfVOFF RAIfVFALL X . XX AC AREA �REA, A (ac) eOEFFICIENT, C INTENSITY, I (in/hrJ WWW . CLOUDBREAKENERGY. COM A 23 . 80 0 . 5702 5. 65 DRAINAGE POINT N TRC Companies , Inc. 700 Hi hlander Blvd . � 9 � � DRAINAGE AREA �/ Ste . 210 BOUNDARY Arlington , TX 76015 Tel : 817-522- 1000 www.trccompanies .com �� FLOW ARROW STAM P : 60 30 0 60 120 INTERIM REVIEW SCALE : i " = so ' DOCUMENTS NOT INTENDED FOR CONSTRUCTION , BIDDING, ` OR PERMITTING PURPOSES � � / � II I ALLYSON WILLIAMSON , P . E . CO LIC . # 60360 EX. IRRIGATION DITCH � / � I I 4/18 /23 . . . � ' I I � / � . / / � I ' : � � � I'� i : � � II � � I PROPERTY FENCE / � II� I � / � W � �n . i i� l > WX Q �, / ' SOLAR PANEL (TYP . ) O � X � � / � I I X } � - � x x x x x x x x x x II I � Q X Z o0 . / X c � . / ` � � � �U . , X � I � X o . / � I I Q U w . : � X � I Z °cX � w � � i Q � o � X� I xII Q � �' N � � � � � � a I '� ! — � w I � z DRAINAGE AREA BOUNDARY I� I �. XI I I \ � � � � � � � � � � � � � � � II I I PROJECT NUMBER : � I 528689 � _ X I I SH EET TITLE : DA A 23 . 8 A � I I POST DRAINAGE �' � I AREA MAP PROP GRAVEL ROAD � II x X I I SHEET SIZE : ARCH " D " � 24 X 36 ( 610 x 914 ) �.,,` � � � o y2» � » „ . , PROP CONCRETE PAD o I � ISSUED FOR PERMITTING � x (-� x ° � NOT FOR CONSTRUCTION II � � III I � NO . REVISION DATE INIT � I x III II I � Tc � � � Ill � � X t �l I � T� � I � � a � � m 11 I � ¢ w Tc � � T � � "I �� I 0 � M o Tc � � DATE : 4/ 18/23 r � � I � ; ; T� T I ' � DRAWN BY : TRC �- I ENGINEER : AW � r� _ D P -A ¢ uE � �IiFi� �� UE - - - - - - - �E � � � _ � � � � � � � _ - - - - , APPROVED BY : �, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ;, - ., - �, - ., _ � u - - " � - �� x- " � � X X - - � - - - - - - - - x i PROJECT PHASE : _ — — L o — — � — — — — — — — — — — — — — — PROP GRASS SWALE - - - ! - N _ USR PLANS � � _ _ �. M _ � WELD COUNTY ROAD 54 - SCALE : 1 � � = 60 ' , - U - - i - cfl — � � `° - / SHEET NO � _ . � _ - _ E - _ - _ _ _ r � r, _ -UZ �' - - _ (� - =C?�- ^� � C' - � --- G r" � � - � -- - „{�� - �� --_ � -- - - - - -� - - - - - ` / . . G (; r � � I � � I I � OVERHEAD ELECTRIC ` , � - �� - --_ _ pr p � � o / � � `� / Q � U MATCH TO EXISTING GRADE WITH EMBANKMENT OR DITCHING AS SHOWN ON CLOUDBREAK 15 ' GRADING PLAN � � MATCH EXISTING GRADE WWW . CLOUDBREAKENERGY. COM 4 " M 1 . 03 . 0 TYP E " C " Z% � - � � � ( PER ENGINEER ) MAX � �� ` ' � — � � � � � � � , ,, . � _ , _�.� � ,�>,,- � �r - , ; , , . _ . � ' � � 3 . 25 0 . 991M MIN _ ( ) CONSTRUCTION NOTES . — I I, a5 � l 1 . 2 0 . 336M MIN � l — o � ) 1 . S U B G R A D E S H L L B E C O P C E D T O 9 0 o O F A S T M D 1 5 5 7 . � — A M A T / CLEARANCE _ A � � _ � ; j, ��; ;: ; - � /, �,: � 2 . GEOTEXTILE SHALL BE MIRAFI 500X OR APPROVED EQUAL. . ,<≥ ��,� . .��. � , � -_� � � � 8 " MINIMUM 3 . GRAVELSHALL CONSIST OF INERT MATERIALTHAT IS HARD, DURABLE TRC Companies , Inc. � . , �i ,i.� � . �i,.//�� . � . �`.�A�'\%V��\:�.< A�A/\. ' ::: �� .�. ��A,: , , � � ��i`%`��i`�i`�i�`��i;�i`�% �� ° � �' `' `� >- `� � ��`� SUBGRADE PROCESSED GRAVEL STONE AND COARSE SAND, FREE FROM LOAM AND CLAY, SURFACE � 700 Highlander Blvd . . ,�!�i�i�i�i�. �r�i..,, � ;.!;�i� :%, �i,. : , ; G E OTEXT I LE M I RA F I '`'� %�%�`��i��i%��`' �� ''��i`''>�`'� � FOR SUB - BASE : COATINGS, OR OTHER DELETERIOUS MATERIALS . �� Ste . 210 c i��i`��<�i��'> ��i��i��i��i�� . 500X O R EQU IV. ��!%�%�!�:%�%��i��!,; �!%!��!'��% � M1 . 03 . 1 4 . GEOTEXTILE : SEPARATES AND PREVENTS SETTLING BETWEEN SUBGRADE Arlington , TX 76015 ��i��i��, , , , ;:��i`�r`;!�,`,\%;; � � � � � � ANDGRAVELSUBBASE Te1 : 817-522- 1000 ;,,�,��i�ii��i`�i�!i,: ; � ;r��i�,�/��i;�'i,� www.trccompanies .com ,��, ��%�%��.��. ; �.- �� -,�. �� CLEAR, >��%��i�� ; � � `` ,��i�!'�': i i ii�; , �� ;, , , �,!i��i��i��!��i��i��;, �; ;� ��i��; GRUB, STRIP AND GENERAL ROAD SURFACE PRINCIPLES : STAMP ' � ��i��<�i��%%�%� �� ,� , �\�\,�\\�\\��\\,,�\ \ ,� �� , STOCKPILETOPSOIL ; ,, , �,� ,; �;��, PER ENGINEER 1 . PRESERVE AND MAINTAIN A PROPER CROWN OR SLOPE - ,, .i;�/�ii�/i�/ :i� i�� v'��i : = � ��% <; �� FOR GOOD DRAINAGE -i !,;� ,r � ' ,�i , ; ,. � ,,��,,� �; ,, �� NO CROWN 2 . KEEP ROADSURFACETIGHTAND IMPERVIOUS . INTERIM REVIEW ��%�� ''�:� 3 . PERFORM REGULAR DRAINAGEAND MAINTENANCEAND ��,��i�y�� ' � �� ,��; ��!��%,'��%� '�� GRADING . DOCUMENTS : �,��,�\; �. �,��\/\\ � ��!�!i:. , NOT INTENDED FOR %�% � CONSTRUCTION , BIDDING, � � TYPICAL ACCESS R0AD SECTI0N oR PERM � TT� N � P � RPosEs NOT TO SCALE ALLYSON WILLIAMSON , NOTE : 1 . SINGLE -AXIS EAST-WEST TRACKER MODULES ARE P . E . CURRENTLY PROPOSED BUT MAY BE CHANGED TO FIXED CO LIC . # 60360 TILT MODULES WITH FUTURE DESIGNS 4/18 /23 TRACKER WITH M0DULES T -2 Grass Swale NOT TO SCALE TO BE SEEDED TO MATCH < ' t,, _ ; �", � � r" t� . REs�ouA� c�aPAci� F�a "' SURROUNDING SURFACE � FINISH GRADE U -;_ - L4RGER FLOGDS ; � � t ' l:. /� (� y� ,. '�� 4 �IIN. � N `F L—YR WJE 6e IVII i, ' � C �� /� � r. . � � V ' LJ 1 t � � ' *,�. 0_1 0 � ' _ � , . V �2 YR� C9 .� FRS " .rT . 4v � 1/ � � � � � � �� e .�� f � n�14 }°�'✓ 1 � � � � V � i . � � i W X Q : ' ' O m 4'� (MIN) 5AMaY LOAhA Q { y� � X N ,. -s I � ��1 � ;� 1 _ 4 � tlVl� � � � YY � `'��"',' „ � . . 1zA M°� cws:oE coNT�a� srRu�rUR� WARNING TAPE 8- 12 " �/ O X } O � eorra�n w«r� (w) aE,,,oNo BELOW FINISH GRADE �� H � w � 18 " COMPACTED GRAVEL FILL, o DIRECTLY ABOVE � � � � O Q m TYPE C MHD, DIV II , SEC 401 TRAPEZOIC�►�L 5WALE SECTID �J 28 ' R ELECTRICAL LINE > X . w NTS Q " ' O � N = � � w z � � J N f �;; „�--_� ( FtESIDURL �APACITY' FOR ��;�' ' �I w i �a�zcER �L000s ,�� r� /r � � � �` F� � � '-� ,,, , �- ��, w;� �t , POTENTIAL5 " SCH 40 PVC �� M pC "„ z—v� wsE a ''S a �rr� CONDUITS FOR � � � N V' � F" MIM : , �� • � SIZE VARIES U ' '�� ,�S, ` . GRA�E C6NTR4L STRlJCT4JRE � F � : �EYQ�� TELECOMMUNICATIONS AS � O � 1 m �` . � �'` , � 11N0ERQRAIhJ AND SAP�dY �OAM REC�k�MENOEQ F4R N REQUIRED � w � L4�IGITUPI�.I SLQPES < ?.R�6. �° SL0ITED PIPE p � l z �AEEGING TABLE GS-3 WffH C�OT CLASS G FILTER �('� i '�n �� d� �� ,,y MATERIAL ALL AI�OUND 4R PERFt]RATEIJ HI�PE � � � ��M� PYPE W1TH ,MMSHTO �fi7 ALL AR{)UN� CONTAINED � D 1 .0' ,�— WITHIN GE�TExTILE �ABRIC. ASTM ❑4751 —AOS L15 , „ � 4" (2—YR) 1 ,D FPS � 2 MIN , STD. SIEVE �50 TO �{74, ASTM 64533 MIN. 1 - 6 MAX . - � TRAPEZOIDAL TEAI� �TREN�TH 140 X 60 L�S, MINIAAUM COE SPECIFIE� QPEN AREA aF 4%. w TF� IAhJ � ULAR SWALE SECTI�N 26 � a � NOTE : TRENCH WIDTH TO VARY PROJECT NUMBER : N CONCREfE C�LLAR N ;: , ;-5�; �, i i ENERGY GRt1oE CONTROL EXTEND GRApE COIJTROL S � � SCH 40 PVC WITH 3/ ' � a�� P�T�Q� � , �,��aE � � � 528689 � , :. . , , ,,r , srRucruR�s wro -r�E NOT TO EXCEED 1 - 6 . J _ � �x �°� _ � � � ,� �a�K a �,N. o.s� TURN AR0UND DETAIL # 1/OAWG CONDUCTORS & U , ,:, . . � i i y P �, necrvE TH� z—YR wsE #6 AWG GROUND FROM . �,.� �4 �- . , _ _ ;. . ,�.;; ,. t ;. : * ; ; NOT TO SCALE MINIMUM COVER REQUIRED TO SHEET TITLE . g TRANSFORMER TO RISER MEET 2012 NEC TABLE 300-50 . ';^s;: `n , .. . PRC3VI �E �OU9LE CLEANOUTS . . . . . F:'.9:.Z' W1TH WATER TIGHT CAP� � 150` -, �° O.C. U5E 94' S�a4EEP 4R {�) 4�5" BENd5 (QFFSE"f FROMi SWALE UN�ERd]RAItJ CENTERLINE T9 AW41ID IMPEDIMG G E N E � L D ETAI LS I FLOW WHEN USING A TRIANGWLAR EMSURE ACCESS T6 OIJTLET SIZE VARIES 3 �� CLR SE�T,aN BY CLEAN DUT OR OTHER AC C0 N D U IT TR EN C H D ETAI L ACCESSIBLE STRUCTURE NOTES : SWALE PROFILE NOT TO SCALE �wf� SHEET SIZE : 1 . CONCRETE TO BE 4000 PSI @ 28 DAYS . ARCH ' D " 2 . MAX SLUMP : 4 INCHES (TO BE MEASURED PRIOR TO PUMPING AND ADDITION OF ADMIXTURES . ) Figure GS-1 . Grass Swale Pro�le and Sections 24 �� X 36 �� ( 610 x 914 ) 3 . REINFORCING SHALL BE ASTM A615 GR . 60 ( 60 KSI YIELD . ) 4 . USE %4 " CHAMFER ON ALL EXPOSED EDGES, UNLESS NOTED OTHERWISE . � Y2" 1 " 5 . FOUNDATIONS TO BE BACKFILLED & COMPACTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS . DeSign Example 6 . ESTIMATED CONCRETE QUALITY IS FOR OWNER ' S ASSET MANAGEMENT PURPOSES ONLY. ISSUED FOR PERM ITTING CONTRACTOR IS RESPONSIBLE FOR DETERMINING QUANTITIES FOR CONSTRUCTION & BID The UD-BMP workbook, designed as a tool for both designer and reviewing agency is available at NOT FOR CONSTRUCTION PURPOSES . �� vw .udfcd . or�. This section provides a completed design form from this workbook as an example . 7 . EQUIPMENT ANCHORAGE TO BE HILTI ADHESIVE ANCHOR, DESIGNED UPON RECEIPT OF CERTIFIED EQUIPMENT DRAWINGS . NO . REVISION DATE INIT TYP I CAL EQ U I P M E NT PAD D ETAI L Gs -� U�-ban D�-a�na�e a��a F �ood e��t�-o� D�s��t N��e�nber Zo � o NOT TO SCALE Urban Storm Drainage Criteria Manual Volume 3 _::_:_:.._._.._._._._._.._._._._._.._._._._._.._._._._._.._._._._._..- - - - -___:_. :_:_.. _____________ __________== =-=______:__ DAN G E R =_________-_ __ _:_::: DAN G E R :_:_:_:_ TBD "_ _ _________________________________________________ _ _ _ - _ ______________-__-_-_-_-__-_-_-_-_=-______-_"_" " GREELEY, CO 80631 High Voltage No . . � SITE OW N E R : ----------- . W i th i n Ke e p Y Trespass � ng } S I TE O W N E R N U M B E R : ------------ ¢ Ut DATE : 4/ 18/23 � O & M COMPANY : ISLAND GROVE SOLAR DRAWN BY : TRC 0 M O & M COMPANY NUMBER : --------- . o NOTEs : ENGINEER . AW � APPROVED BY : --- 0 1 . SIGNS SHALL CONFORM TO THE 2013 OSHA AND ANSI REQUIREMENTS . PRO.IECT PHASE : � C0NTACT PLAQUE DETAIL 2 . SIGNS SHALL BE 20 " WIDE BY 14 " HIGH . �� 3 . SIGNS SHALL HAVE A MOUNTING HEIGHT OF BETWEEN 45 TO 66 INCHES . USR PLANS . _ � NOT TO SCALE 4 . SIGN PANELS SHALL BE 10 GAUGE ALUMINUM WITH HIGH VISIBILITY REFLECTIVE SHEETING . SCALE : U 5 . SIGNS SHALL BE PLACED EVERY 100 ' AROUND PERIMETER OR AS REQUIRED BY APPLICABLE NONE ; REGULATIONS . � � � SHEET NO . : � DANGER SIGNS � , o NOT TO SCALE � � � Q U 1 . 66 " DIA. 20 � � 4 ' -0 " TOP RAIL 10 ' 10 ' HOG/GAME FENCE- MESH , TYP i GATE POST HINGE SPACE � 3 GATE POST SPACE 3/ 16 "x3/4 " STRETCHER TENSION BANDS CLOUDBREAK BAR (TYP ) ( 5 ) MIN . (TYP . ) �` I � 10 �� WWW . CLOUDBREAKENERGY. COM � 1 3/8 " DIA . �� I 9 g TENSION ROD �; � AT ENDS AND CORNERS LATCH � LINE POST I = 3 " MAX I I I I � �`�� LI N E POST � � � � � � CONCRETE FOOTING o CORNER POST � o TRC Companies , Inc. � � � � � � I � / �� 700 Highlander Blvd . u u I � Ste . 210 � Arlington , TX 76015 PERSONNEL GATE Tel : 817-522- 1000 � www.trccompanies .com � � LABEL LEGEND ' \`� I I I STAMP : ---------- -------- I I 1 LOCK KEEPER 6 6 UPPER GUIDE INTERIM REVIEW I I HINGE I I I I I I I I DOCUMENTS O LOCK KEEPER GUIDE O 9 GA. TIE WIRES @ 12 " SPACING ON TOP RAIL & TENSION WIRE II II DROP BAR II I I I I I � I I „ I I I I I I I I _ I I NOT INTENDED FOR O LOWER FORKS O 9 GA. WIRE TIES ON LINE POSTS SHALL BE @ 15 SPACING I I I I � I I I I � I I CONSTRUCTION , BIDDING> „ I I I I I I I I �' I I OR PERMITTING PURPOSES O4 UPPER FORKS O9 7 GA. TENSION WIRE 6 ABOVE BOTTOM SELVAGE I I I I I I I I I I O5 LOWER GUIDE 10 1 . 66 " DIA. BRACE RAILAT ENDSAND CORNERS ALLYSON WILLIAMSON , u u u u u P . E . CO LIC . # 60360 NOTES : 16 ' -0 " MAXIMUM 4 18 23 1 . PANIC HARDWARE INSTALLED PER FRFR REQUIREMENTS 12 " FOOTING WIDTH 16 ' -0 " MAXIMUM LINE POSTS TO BE EQUALLY SPACED GATE TYPICAL FENCE LAYOUT . W � �n GAME FENCE � W X a �, NOT TO SCALE O � X � � �CQX � � � � X zo Q � X o � PORTABLE TOILETS X w 30 ' ± z � N � J �� w 10' X40 ' STORAGE CONTAINER Q w Q � � � � � � � � a �\ TEMP CONSTRUCTION TRAILER � � z \ \ � \ #4 CU GROUND BONDING \ \ \ \� JUMPER AT ROWS WITH \ END PIER KIT � \ \ COPPERWELD #4CUGROUNDBONDING PARKING AREA � COPPER CLAD STEEL 40% CAB HANGE JUMPER AT ROWS WITH ` � EH (NPICAL) END PIER KIT �, / �� p•� MESSENGER WIRE \ � ` \ PROJECT NUMBER : 2,_0„ 0 0 AX. � 295 '± � � END PIER KI � � CAB 9607 ZKVDC P � _, ID PIER CAB � WIRE °' � 9706 ro \ � � � SHEET TITLE : � � � � 213 '± EAST-WEST MESSENGER WIRE DETAIL ��_�� \ G E N E RAL D ETAI LS I I 1 1 /2"=1 '-0" DC COMBINE � POST COMBWER DC POST /COMBINER UNISTRU C ESSENGER WIRE UNISTRU (28) #10 CU COMBINER 2kVDCPVWIRE HEET IZE : (28) #70CU CABMID- PIERKIT 4 » AR'CH " D " 2kVDCPVWIRE L-BRACKET � T X 36 ( 610 x 914 ) (22) #350 KCMIL AL N O y2�� 2kVDC PV WIRE o � � ( NO MORE THAN 6 PER CAB HANGE � � CARRIER ) � tk350KCMILAL ISSUED FOR PERMITTING 2kVDC PV WIRE ( NO MORE THAN 6 PER CARRIER ) NOT FOR CONSTRUCTION CAB 9993 DETAIL � CABT50103 DETAIL COMBINER BOX DETAIL- COMBINER BOX DETAIL- SIDE 2 NTS � FRONT ELEVATION � ELEVATION 119 ' ± 4 ��Z -� -� 5 '�2 -1 -0 NO . REVISION DATE INIT \ NOTE FACE COMBINER BOXES EAST NOTE FACE COMBWER BOXES EAST � � C '+ V • • \ ESSENGER WIRE #4 CU GROUND BONDING #4 CU GROUND BONDIN \ JUMPER AT ROWS WITH CA8 970 JUMPER AT ROWS WITH AB HANGER END PIER KIT COPPERWELo MID PIER END PIER KIT _ COPPER CLAD STEEL 40 % CAB HANGE (TVPICAL) �S � _ � EHS (TYpICAL) R54 � MESSENGER WIRE o vr O O N � O � � - N a- N (V 'Z' Q^ � � u: M�. � 4'-3 1 /2•' CAB HANGER DETAIL- MOUNTED NORTH - SOUTH MESSENGER WIRE DETAIL NOTES : ON MESSENGER WIRE 7 vz•�=r-o�� 6 ,�z�_ ,,_o., 1 . UPON COMPLETION OF PHASE CONTRACTOR SHALL REMOVE TEMPORARY CONTRACTOR STAGING AREA. UPON REMOVAL, Y OCNAREWEIGHTINLBSIFT MESSENGER WIRE NOTES : CONTRACTOR SHALL RESTORE DISTURBED AREA WITH VEGETATION /GRASS AS DENOTED HEREIN AND ON SITE PLANS . Q } WIREC.C SI� - /4WGlKCMIL CUTAL NETWEIGXT TOTPLNET TOTPLNET 1 . REFER TO ARCTECH RACK DRAWINGS FOR RACKING DETAILS . 2 . NO MORE THAN 250 GALLONS OF FUEL WILL BE STORED ON SITE m (QTY) LBSIKFT riEIGHTLBSIKFf WEIGHTLBSIFT � 26 # 102KVPVWIRE �� s� , 596 , .5� DATE : 4/ 18/23 ¢ 22 # 350 KCMIL 2KV PV WIRE AL 467 10274 10274 � 1ME85ENGERWRE (b5C7X0985�) isz.a� 192.33 o.� � a� 2 NSOTALOL�MESS NGE W�IRE PER CAB PRIODUCTS WSOTAL ATION GUO DELIONES . EREFER T/O PRODUCT DATASHEETS FOR SPECI�ICON DRAWN BY : TRC � iHFNGERfCA& 10106J o.3� TYPICAL C0NTRACT0R STAGING AREA PLAN M T°T°` 9z.� PART NUMBER DETAILS . THE CAB SOLAR INSTALLATION GUIDE ON PAGE 14- 16 PROVIDES SAG AND TENSION TABLES . ENGINEER : AW � NOT TO SCALE � 3 . MAXIMUM TOTAL CABLE WEIGHT IS CALCULATED AT 11 . 87LBS/FT , NOT INCLUDING THE WEIGHT OF THE CAB HANGERS OR APPROVED BY : --- , � � MEssEN � ER wiRE . PROJECT PHASE : � USR PLANS � 4 . FOR THE EAST-WEST MESSENGER WIRE WITH 20 FOOT SPAN , THE MAXIMUM SAG WILL BE APPROXIMATELY 5" AND FOR THE o NORTH -SOUTH MESSENGER WIRE WITH 24'-3 1 /2" SPAN , THE MAXIMUM SAG WILL BE APPROXIMATELY 8" . SCALE : � NONE � 5 . COPPERWELD COMBINED MESSENGER WIRE AND EGC MAY BE USED AT CONTRACTOR'S OPTION AND ENGINEER'S APPROVAL. � � SHEET NO . : � 6 . PLACE CAB HANGER NEAR TO L- BRACKET . � L ; ,C � Q U EROSION CONTROL NOTES PROJECT DESCRIPTION GENERAL NOTES THE PROJECT INVOLVES THE CONSTRUCTION OF A PHOTOVOLTAIC SOLAR PANEL SYSTEM WITH ALL RELATED ACCESS 1 . ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PERFORMED IN ACCORDANCE WITH THE " URBAN STORM ROADS, UTILITIES, SITE PREPARATION , DEMOLITION , AND EROSION AND SEDIMENTATION CONTROL MEASURES . THE DRAINAGE CRITERIA MANUAL" ( LATEST REVISION ) . PROJECT IS LOCATED SOUTH EAST OF GARDEN CITY, COLORADO . THE PROJECT WILL OCCUPY APPROXIMATELY 23 . 21 ACRES . CLOUDBREAK 2 . ALL DISTURBED AREAS SHALL BE KEPT TO A MINIMUM . FINAL GRADING AND RESTORATION SHALL BE ACCOMPLISHED WATER EROSION CONTROL MEASURES AS SOON AS PRACTICAL. WWW . CLOUDBREAKENERGY. COM EROSION AND SEDIMENT CONTROL MEASURES SHALL CONSIST OF GEOTEXTILE FABRIC, PERMANENT SEED MIXTURE, 3 . EROSION AND SEDIMENT CONTROL STRUCTURES SHALL BE INSTALLED PRIOR TO SITE WORK. IF IT IS NOT POSSIBLE TO EROSION CONTROL BLANKET, WATERPROOF PLASTIC MEMBRANE, FILTER SOCKS, OR A WOVEN FABRIC ( SILT FENCE ) . ALL DO SO, THE OWNER' S REPRESENTATIVE SHALL BE NOTIFIED IN ORDER TO MAINTAIN THE INTEGRITY OF DESIGN . MATERIAL SHALL BE NEW AND FREE FROM DEFECTS THAT WOULD COMPROMISE THE EFFECTIVENESS OF THE CONTROL MEASURES, AFTER COMPLETION , ALL MATERIAL SHALL BE DISPOSED OF PROPERLY. LOCATION OF EROSION AND SEDIMENT 4 . EROSION CONTROLS SHALL REMAIN IN PLACE AND BE MAINTAINED FOR THE DURATION OF THE PROJECTTO LIMITTHE CONTROL STRUCTURES CAN BE SEEN ON THE SITE PLAN (SEE LEGEND FOR CONTROL STRUCTURE SYMBOL) . NOTE : ALL MOVEMENT OF SILTATION AND SEDIMENTS FROM ENTERING EXISTING DRAINAGE SYSTEMS OR FROM LEAVING THE WATER CONTROL MEASURES ARE LOCATED DOWN - GRADIENT FROM DISTURBED STREET. IF TOPSOIL IS TO BE STORED IN PARCEL. ANY ACCUMULATED SEDIMENTS ARE TO BE REMOVED FROM THE EROSION CONTROLS AND DISPOSED OF AN AREA NOT SHOWN ON THE SITE PLAN , DUE TO UNFORESEEN EVENTS, PRIOR TO STORING , THE DOWN - GRADIENT PROPERLY. ADDITIONALLY, ALL EROSION CONTROLS ARE TO BE INSPECTED AFTER A STORM EVENT AND THE PERIMETER OF THE STORAGE AREA SHALL BE PROPERLY PROTECTED PER THE SPECIFICATIONS DETAILED ON THIS PLAN . CONTROLS REPLACED OR ARMORED AS NECESSARY AND ACCUMULATED SEDIMENTS REMOVED . TRC Companies , Inc. 700 Hi hlander Blvd . � 9 5 . ADDITIONAL EROSION CONTROLS ARE TO BE UTILIZED AS NECESSARY AND AS DIRECTED BY THE OWNER' S �/ Ste . 210 WIND EROSION CONTROL MEASURES Arlington , TX 76015 REPRESENTATIVE TO LIMIT SEDIMENTS FROM DISCHARGING TO ADJACENT PROPERTIES OR INTO EXISTING DRAIN Tel : 817-522- 1000 DURING DRY WEATHER CONDITIONS, DISTURBED AREAS SHALL BE PROTECTED AGAINST WIND EROSION , DUSTY AREAS SYSTEMS. www.trccompanies .com SHALL BE SPRAYED WITH WATER TO PREVENT WIND- BORNE PARTICLES . 6 . A RESERVE AMOUNT OF EROSION CONTROLS ARE TO BE KEPT ON -SITE AT ALLTIMES. STAMP : CONSTRUCTION LITTER CONTROL 7 . CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED FOR A DURING CONSTRUCTION , ALL WRAPPINGS, BOXES, SCRAPS OF BUILDING MATERIAL, AND OTHER LITTER ITEMS SHALL BE MINIMUM AMOUNT OF TIME BEFORE THEY ARE COVERED, SEEDED OR OTHERWISE STABILIZED TO PREVENT EROSION . I NTERIM REVI EW DISPOSED OF PROPERLY BY USE OF A DUMPSTER OR CARTED AWAY. THE SITE SHALL BE INSPECTED AND CLEANED DAILY DOCUMENTS DURING CONSTRUCTION . 8 . TEMPORARY STOCKPILING OF MATERIALS RELATED TO THE CONSTRUCTION ACTIVITIES ARE TO BE PROPERLY STABILIZED, PROTECTED AND DEMARCATED TO LIMIT MOVEMENT OF MATERIAL INTO STORM DRAIN SYSTEM OR ON TYPICAL CONSTRUCTION SEQUENCE TO ADJACENT PARCELS. NOT INTENDED FOR CONSTRUCTION , BIDDING, OR PERMITTING PURPOSES PRIOR TO THE DEVELOPMENT OF THE PARCEL, EROSION AND SEDIMENT CONTROL STRUCTURES SHALL BE INSTALLED AS 9 . REFUELING AND ANY WORK ASSOCIATED WITH THE MAINTENANCE OF CONSTRUCTION EQUIPMENT TO BE SHOWN ON PLAN . A TYPICAL SEQUENCE OF DEVELOPMENT IS: PERFORMED IN COMPLIANCE WITH APPLICABLE REGULATIONS . ALLYSON WILLIAMSON , P . E . 1 . PRIOR TO STARTING ANY WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY APPROPRIATE AGENCIES AND SHALL 10 . THE AREAS OF CONSTRUCTION SHALL REMAIN IN A STABLE CONDITION ATTHE CLOSE OF EACH CONSTRUCTION DAY. CO LIC . # 60360 INSTALL, EROSION CONTROL MEASURES AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL OBTAIN ALL PERMITS, EROSION CONTROLS SHALL BE CHECKED AT THIS TIME AND MAINTAINED OR REINFORCED IF NECESSARY. 4/18 /23 NOTIFY TOWN OFFICIALS OF CONSTRUCTION COMMENCEMENT, AND SUBMIT CONSTRUCTION TIMETABLE . 11 . UTILIZE APPROPRIATE DEWATERING SYSTEMS AND TECHNIQUES TO MAINTAIN THE EXCAVATED AREA SUFFICIENTLY 2 . ON-SITE CONSTRUCTION SEQUENCE SHALL START WITH THE MINIMUM AMOUNT OF CLEARING REQUIRED TO INSTALL DRY FROM GROUNDWATER AND/OR SURFACE RUNOFF SO AS NOT TO ADVERSELY AFFECT CONSTRUCTION EROSION CONTROL MEASURES AS SHOWN ON PLAN . THIS INCLUDES, SILTATION FENCING , ANTI -TRACK PADS PROCEDURES OR CAUSE EXCESSIVE DISTURBANCE OF UNDERLYING NATURAL GROUND . (STABILIZED CONSTRUCTION ENTRANCE ) , AND OTHER MEASURES NOTED ON THE PLAN . NO WORK SHALL TAKE PLACE UNTIL THE OWNER' S REPRESENTATIVE HAS INSPECTED AND APPROVED INSTALLED MEASURES . CONSTRUCTION SHALL 12 . WATER FROM THE TRENCHES AND EXCAVATIONS SHALL BE DISPOSED OF IN SUCH A MANNER AS TO AVOID PUBLIC START ON THE DOWNGRADIENT SIDE OF THE PROPERTY AND WORK UPWARD TO EXTENT PRACTICABLE . AFTER NUISANCE, INJURY TO PUBLIC HEALTH OR THE ENVIRONMENT, DAMAGE OR PUBLIC OR PRIVATE PROPERTY, OR EROSION CONTROL MEASURES ARE INSTALLED THE TYPICAL SEQUENCE SHALL BE AS FOLLOWS : DAMAGE TO PUBLIC OR PRIVATE PROPERTY, OR DAMAGE TO THE WORK COMPLETED OR IN PROGRESS . DO NOT DISCHARGE WATER INTO ANY SANITARY SEWER SYSTEM . SILTATION BARRIERS SHALL BE UTILIZED AS NECESSARY. a . REMOVE VEGETATION FROM PROPOSED DEVELOPMENTAREA . ALL STUMPS AND WOOD SHALL BE TAKEN WATER FROM TRENCHES AND EXCAVATIONS SHALL NOT BE DISCHARGED DIRECTLY TO STORM DRAIN SYSTEMS . OFF-SITE AND DISPOSED ACCORDINGLY. PROPER TREATMENT TO A SEDIMENTATION AREA IS TO TAKE PLACE PRIOR TO DISCHARGE TO ANY DRAINAGE SYSTEMS . � � b . STOCKPILING OF WOOD CHIPS MIXED WITH VERY LIMITED AMOUNTS OF TOP SOIL ( E . G . 1 TO 2 INCHES) MAY 13 . THE CONTRACTOR SHALL REPAIR ANY DAMAGE RESULTING FROM THE FAILURE OF THE DEWATERING OPERATIONS OR W U u � OCCUR TEMPORARILY AND WILL BE STABILIZED AND SURROUNDED WITH SILT FENCE . FROM FAILURE TO MAINTAIN THE AREAS OF WORK IN SUITABLE DRY CONDITION . W � ` O m 14 . PRECAUTIONS SHALL BE TAKEN TO PROTECT NEW WORK FROM FLOODING DURING STORMS OR FROM OTHER CAUSES . O � X � � c . PROCEED WITH ALL WORK DEPICTED ON THE DEMOLITION PLAN . O X � O GRADING IN THE AREAS SURROUNDING ALL EXCAVATIONS SHALL BE PROPERLY SLOPED TO PREVENT WATER FROM � X Z � d . PREPARE AND COMPACT SUBGRADE AND INSTALL DRAINAGE ( IF ANY) IN ACCORDANCE WITH "GRADING PLAN RUNNING INTO THE EXCAVATED AREA OR TO ADJACENT PROPERTIES, WHERE REQUIRED, TEMPORARY DITCHES SHALL ( � � � �� BE PROVIDED FOR DRAINAGE . UPON COMPLETION OF THE WORK AND WHEN DIRECTED, ALL AREAS SHALL BE � � ` I' O U AND STORMWATER MANAGEMENT PLAN . RESTORED IN A SATISFACTORY MANNER AND AS DIRECTED . Q x U � e . EXCAVATE SOIL TO THE DEPTH NECESSARY TO CONSTRUCT GRAVEL ACCESS ROAD . � � X � J 15 . ALL PIPELINES OR STRUCTURES NOT STABLE AGAINST UPLIFT DURING CONSTRUCTION OR PRIOR TO COMPLETION f. INSTALL CONCRETE UTILITY PADS, FOOTINGS, PHOTOVOLTAIC PANELS, UTILITY POLES, OVERHEAD ELECTRIC, S H A L L B E T H O R O U G H L Y B R A C E D O R O T H E R W I S E P R O T E C T E D . Q � p w E L E C T R I C A L C O N D U I T S, F E N C E A N D G A T E S. � � N � 16 . DO NOT EXCAVATE UNTIL THE DEWATERING SYSTEM IS OPERATIONAL AND THE EXCAVATION MAY PROCEED WITHOUT � � � g . INSTALL EROSION CONTROL MATTING ON ALL SLOPES OF 3 : 1 OR GREATER ( IF ANY), THEN SEED AND MULCH PER DISTURBANCE TO THE FINAL SUBGRADE . � O Q THE REVEGETATION PLAN PROVIDED ON THIS SHEET. � (� w 17 . UNLESS OTHERWISE SPECIFIED, CONTINUE DEWATERING UNINTERRUPTED UNTIL THE STRUCTURES, PIPES, AND Z h . LOAM AND SEED ALL REMAINING DISTURBED AREAS . APPURTENANCES TO BE BUILT HAVE BEEN PROPERLY INSTALLED, WHERE SUBGRADE MATERIALS ARE UNABLE TO MEET THE SUBGRADE DENSITY REQUIREMENTS DUE TO IMPROPER DEWATERING TECHNIQUES, REMOVE AND REPLACE THE i . REMOVE ALL EROSION AND SEDIMENT STRUCTURES AFTER FINAL ACCEPTANCE . IF STABILIZATION DOES NOT MATERIALS AS DIRECTED BY THE OWNER' S REPRESENTATIVE . OCCUR ( INCLUDING DUE TO SEASONAL CONDITIONS) IN ALL AREAS BEFORE CONTRACTOR HAS SATISFIED ALL 18 . ALL RUNOFF FROM THE DISTURBED AREA SHALL BE CONTROLLED AND FILTERED . NON -WOVEN SYNTHETIC FIBER OTHER CONDITIONS TO FINAL ACCEPTANCE, CONTRACTOR SHALL PROVIDE A PLAN ( INCLUDING APPROPRIATE FILTER FABRIC, HAY BALES OR SILTATION FENCE SHALL BE USED IN THE AREAS SHOWN ON THE SITE PLAN AND PERFORMANCE ASSURANCES) TO THE OWNER 'S REPRESENTATIVE TO REMOVE SUCH EROSION CONTROL INSTALLED AS SHOWN OF THIS PLAN . MEASURES AFTER STABILIZATION (AND ALLOWING CONTRACTOR TO ACHIEVE FINAL ACCEPTANCE ), FOR PROJECT NUMBER : ACCEPTANCE IN THE SOLE AND ABSOLUTE DISCRETION BY THE OWNER 'S REPRESENTATIVE . 19 . CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTATION OF SEDIMENT AND EROSION CONTROL MEASURES. THIS 528689 RESPONSIBILITY INCLUDES THE ACQUISITION OF MATERIALS, INSTALLATION , AND MAINTENANCE OF EROSION AND DURING THIS TIME ALL EROSION AND SEDIMENT STRUCTURES SHALL BE MAINTAINED IN PROPER WORKING ORDER . SEDIMENT STRUCTURES . THE COMMUNICATION AND DETAILED EXPLANATION TO ALL PEOPLE INVOLVED IN THE SITE DISTURBED AREAS SHALL BE KEPT TO A MINIMUM AND SHALL ONLY TAKE PLACE WHERE IMMEDIATELY REQUIRED TO WORK OF THE REQUIREMENTS AND OBJECTIVE OF THE EROSION AND SEDIMENT CONTROL MEASURES . SHEET TITLE : FURTHER CONSTRUCTION . IT IS DESIRABLE FROM AN EROSION PREVENTION CONCERN TO MINIMIZE DISTURBED AREAS. FINAL GRADING AND SEEDING SHALL TAKE PLACE AS SOON AS PRACTICAL. 20 . THE OWNER' S REPRESENTATIVE SHALL BE NOTIFIED OF ANY PROPOSED ALTERATION TO THE EROSION AND SEDIMENT E ROS I O N & S E D I M E NT CONTROL PLAN PRIOR TO ALTERING, IN ORDER TO ENSURE THE FEASIBILITY OF THE ADDITION , SUBTRACTION , OR A RAIN GAUGE SHALL BE PLACED ATTHE PROJECT IN A WORKABLE LOCATION AND MONITORED DURING RAINFALL PERIODS CHANGE IN THE PLAN . CONTROL NOTES UNTIL ALL DISTURBED AREAS ARE STABILIZED . IN THE EVENT THERE IS A RAINFALL GREATER THAN /z IN A 12 HOUR PERIOD, ALL EROSION CONTROL MEASURES SHALL BE CHECKED AND REPAIRED AS REQUIRED . IF NO RAIN GAUGE IS USED, ALL EROSION CONTROL MEASURES SHALL BE CHECKED AFTER ALL RAINFALL EVENTS . SHEET SIZE : AN INSPECTION FORM SHALL BE PROVED TO THE CONTRACTOR BY THE OWNER' S REPRESENTATIVE TO BE FILLED OUT EVERY ARCH �� D �� WEEK OR AFTER EACH RAINFALL EVENT OF 1/2" OR GREATER . 24 �� X 3F �� ( 610 x 914 ) � y2» ,� �, MULCH MULCH SHALL CONSIST OF STRAW . IT SHALL BE APPLIED AT A RATE OF 1 . 5 - 2 .0 TONS PER ACRE, OR 70 - TO 90 POUNDS I SS U E D FOR PE RM ITTI N G ( 1- 1/2 - 2 BALES) PER 1000 SQUARE FEET ( 31 . 6' X 31 . 6' ) . ALL MULCH MATERIAL SHALL BE FREE FROM WEEDS AND COARSE MATTER . ALL REQUIRED GRADING SHALL BE COMPLETE PRIOR TO PLACEMENT OF MULCH . APPLICATION OF MULCH NOT FOR CONSTRUCTION MATERIAL SHALL BE BY HAND OR MACHINE AND UNIFORM IN THICKNESS . MULCH MATERIAL SHALL BE ANCHORED IMMEDIATELY AFTER APPLICATION TO MINIMIZE WINDBLOWN DISTURBANCE . ANCHORING SHALL BE BY MECHANICAL DEVICE OR LIQUID MULCH BINDER DURING MULCH APPLICATION . NO . REVISION DATE INIT � � � a r m � � DATE : 4/ 18/23 0 0 � � DRAWN BY : TRC M N � ENGINEER : AW � � APPROVED BY : --- � � PROJECT PHASE : . , � USR PLANS � M SCALE : � NONE � � � � SHEET NO . : 0 � � L ; � Q U Hello