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Home My WebLink About20242501.tiffEXHIBIT INVENTORY CONTROL SHEET CASE 1 MJUSR24-20-0011 - SCOTT PETERSON, C/O SUNSHARE SOLAR, LLC, DBA STARLILY SOLAR, LLC Tyler Exhibit Submitted By Page # Description Planning A. Commission Resolution of Recommendation Planning B. Commission Summary of Hearing (Minutes dated 9/3/2024) C. Planning Services PowerPoint Presentation D. Planning Services Updated Site Plan (received 9/25/2024) Emailed request to refer the case back to staff E. Planning Services (received 9/25/2024) F. G. H. J. K. L. M. N. O. P. Q. R. S. U. V. 2024-2501 IMJUSR24 20 0011 Applicant: Scott Peterson, c/o SunShare Solar, LLC, dba Starlily Solar, LLC Planner: Molly Wright Request: A Site Specific Development Plan and Major Amendment to Use by Special Review Permit No. USR20-0011 fora Solar Energy Facility (SEF) outside of subdivisions and historic townsites in the A (Agricultural) Zone District. Legal Description: W1/2 NW1/4 of Section 10, Township 3 North, Range 66 West of the 6th P.M., Weld County, Colorado. Location: South of and adjacent to County Road 36; east of and adjacent to County Road 31. WELD COUNTY, CO Signs Sign 1 vik Public hearings concerning this property will be heard before the County Planning Commission and Board of County Commissioners. Both hearings will be held at WELD COUNTYADMINISTRATION BUILDING 1150 "O" Street • Greeley, CO 80631 Planning Commission Hearing will be held on September 3`d 202'L_; at 'T pot Board of County Commissioner Hearing will be held on September 25'h 20 aq ; at ►O1Ooat_ Scott Peterson, c/o SunShare Applicant: _solar, LLC, dba Starlily Solar, LLC Site Specific Development Plan and Amended Use by Special Review Permit for a second Solar Energy Facility (SEF) on the same parcel of land outside of subdivisions and historic townsites in the A (Agricultural) Zone District. Request: Case Number:ImSuSRa4-'Mil Acres: FOR FURTHER INFORMATION PLEASE CONTACT iyrtL AT THE WELD COUNTY DEPARTMENT OF PLANNING SERVICES, AT 970-400-35n For Additional Information visit www.weldcountyplanningcases.org ATIENHON:PNvuarJ ConAIt.VIis lrivied to Mfrs SacUc,-. 1pipert Rig wild u CtCt.l II.. ��pr,e emwvvet rorrrlN 1rtl+l$tru1 bur oar ll+n:tea to. Owaumbrt Ohi frauvle emprti,h lau'soeci fairanyY�rr:Am'rRc W:.mrrpf. trio=alp rr.lglns tbdra rter of rnna'.ol ut AOth thePhm�,��1n i lvnmloutuIintown Sign on CR 31 Sign 2 • :y Public hearings concerning this property will be heard before the County Planning Commission and Board of County Commissioners. Both hearings will be held at: WELD COUNTY ADMINISTRATION BUILDING 1150 "0" Street • Greeley, CO 80631 Planning Commission Hearing will be held on September 3rd 202L. ; at I 0 L/ nl Board of County Commissioner Hearing will be held on September 25th 2oaq ; at JQ:OOat& r✓ Scott Peterson, c/o SunShare Applicant: Solar, LLC, dba Starlily Solar, LLC Site Specific Development Plan Request: and Amended Use by Special Review Permit for a second Solar Energy Facility (SEF) on the same parcel of land outside of subdivisions and historic townsites in the A (Agricultural) Zone District. Case Number: JAI,:fu5Ra -20 •C0I I Acres:t:•175 • (Q (� FOR FURTHER INFORMATION PLEASE CONTACT AT THE WELD COUNTY DEPARTMENT OF `) PLANNING SERVICES, AT 970-400- ek- gwalassirnotelessafteasimmemmidsallacanyteseving r'r.�EN)CtttP�l pc-cd C ndritir s:elated to�thit ;fte Stx+ffir lrxlit:n,e,, Ran and;Y.e ey 5�w•eUfAnfrw Pornti Ierrclnc/udinp r oipfob4o . ROUrt O: Optwthln. vrrrrmr .Srwl r rnber r J .i ora/awn lOrk- Wes andreboil. Illy: cut f rdytt7 t0 vlalige p I[nttJ✓]f Ut (:W b IAr Pt.uuUrgl C[vnnNlaipr and dOnra nAt-drntyCpnrnlllfa/><n how&nip. t. !ti.1r.. Sign on CR 36 Vicinity Map WCR 38 WCR'38 i is-ami--eim=r-WCR•34 i CR'38 SITE WCRr34 i I Zoning USRs within one mile -WCR•38 PLATTEV I WC R '38 a) CC rc est USR-1756 - .� 1 MJUSR17 15-0019 KENNEL KENNEL -35 DOGS & SOLAR MC. USR-1748 KENNEL USR-1238 POWER LINES 2301345 KV USR 1038AM OIL & GAS PRODUCTION FACILITY WCR-34 Li USR20-0029 MEDIUM SCALE SOLAR FACILITY \\N WCR,38 USR20-0011 SOLAR FACILITY USR18-0004 SOLAR FACILITY USR2©-0012 SOLAR USR18-0041 FACILITY Spr I USR15-0076 SCALE SOLAR FACILITY SOLAR POWER GEN. FAC. USR17-0O49T HIGH PRESSURE NATURAL GAS LINE I USR7&0091 ELECTRIC BUSINESS elme _ USR- 1363 COMM! EGG FARM, COMPOST; WOOD USR-1.083 RADIO TOWERS, PRIVATE .140 FT i SMJUSR17-83-542 USR 12-0006 MINERAL RES. NON -1041 MAJOR DEV. FAC. FAC I L!ITY USR17.0050 >12 INCH HIGH PRESSURE NAT GAS USR18-O01 9 OIL & GAS USR-888 SUPPORT/SERVICE SINGLE FAMILY USR18-0094 DWELLING >12 INCH HIGH eRESSURE UUNE(2) WC R+34 USR1 5 MINERAL RESOURCE W DEV. FAQ. 5 USR18-0077 NON -1041 MAJOR FACILITY- PIPE 1 MUSR18-12-0074 >14NNCH NAT GAS / PUMP STATION 716 Closest Residences 1►5388 KM _ t" -- ishi 15x.84° 160 Aerial WELD COUNTY, CO Site Plan Overview JIPMENT PAD IANSFORMER E) GAS LINE t Ail'ALUM a6 '+sires t SITE ENTRANCE TEMPORAF DURING CC . • s View looking North . . . Sign 1 Sign 2 �.., . _ - - � - _- = — _ — — �. . � � � � - -_� , - r� . , . - - . ��'� ,...- � ' ..� � � � , , i - _. ..� . _ + ' ,'� Y i" - � :M . . - � ' e i T' ' � � _ �� i „\ f _ \ ;� '! ' _ -. , ' � .�---�.. . . . � �.� � - ---��- - - _ _ �il -�T" _ _ _ . ' - . � �� I � �� li M y _ .. �. '^��' . ... � . . _ . ��M1� � _ � � . - _ � �I � _ .; ' � S . � . � ,. ` ..,� � ��.� . = - -- , , �, . I < -.-t �., � _. � . �r. �... ,,: ,. � `- � ��, I _ ., � . , � ` " ' .- <.- . �'� . `�� . I . i g . � i, � W �� , � - . � .. .\ I � ,! 11 . . I .:{ , I �i i ''�( � 0 Q� � � : OJn�Jl � .ly^1� .�. .. I i �Vf I I '. � , �I � . . a� � 'fr' t �tl. �� I � '� � I� ��:'iYl� �N Ili� � II�I � I � � I ��lti!� � nJl�i��li :� � � i {? � � �� ' � i �. : i. 1 ' p J f � LY: �' i I � i I ♦ I "� — .� . ,�i � � �r40a�� ii ��j�k��Y�XII� • � � �1� 1 I � n /�� . �� g �� i � . � p� � � � � �� 2 Vr .�� ° � � ! il I n � O. i �l� � � � . � �[� �`.' � � P� Y� ` I � � I� '. � ' : � . �w i . �I �' �' ::�� S� �� - �v i � �Cln �r . il � t. � w � � � ��:�. 1� � �i "p 4 i� ,(P��nY� � li PT�l �'M1� 'Jj;� � y . . . s � : .. t�l�� i Fe' y� r. f5 � �v . ..,o-S ' �.-r .. ? �n �' �1a�" � . �� - I ` J - �- r ' � G �� : a � �%°� . . }� ��1�'::[c ._ .. - .4a, . . _l yy� . _ ] •�� . d` tl yiyR 1 S � - _ . . �I� •_'?��S%�S'}��-�+��- o if . � _ . �. I� � v �� 1� _ . a..' _ )'«- � � � . . � . � .. - . . � . . . ' .-.,,�+fi � . � �� : _ .. - � ! :� — _ .� .- �.. � _ �. - - � �y •r. . r o hi: : n `c' W . � . � �at �,+i�Y.r 'tiu �. c N -'ra t a}k .�tl'ct�" N t+'.ell\ Y' e. - '� � _� i � . . .�. C . .. � I::a . ' : � .'r l .. I �iu,(_ itY, � i , 'r v< _ S.. ... _ c..ww4 _,.m'.. v:+n ' =Rl-i. _ r ' �" ' � . . i �- �_ -. . . .. � � - _ � � ' _ _ �' ., Lv d<E. c F i K � - . .. . '� . . " . . v � ..: � _ .. . . - . _ . . r: .. y �.. . . � . . " � ' _ - - � _ � - . � �T / • F I r� ` Looking North on CR 31 Looking North on CR 36 ' 8 6 ,,.aS 4 r WELD COUNTY, CO View looking East Sign 1 Sign 2 Looking East on CR 31 Looking East on CR 36 View looking South Sign 1 Looking South on CR 31 Sign 2 Looking South on CR 36 WELD COUNTY, CO Sign 1 Looking West on CR 31 View looking West Sign 2 Looking West on CR 36 WELD COUNTY, CO Staff finds that this Use by Special Review is consistent with Section 23-2-230.B. S ection 23-2-230.B.1. - That the proposal is consistent with Chapter 22 of this Code and any other applicable code provision or ordinance in effect. S ection 23-2-230.B.2. - That the proposal is consistent with the intent of the district in which the use is located. S ection 23-2-230.B.3. - That the uses which would be permitted will be compatible with the existing surrounding land uses. S ection 23-2-230.B.4. - That the USES which would be permitted will be compatible with future development of the surrounding area as permitted by the existing zoning and with the future development as projected by Chapter 22 of this Code or Master Plans of affected municipalities. S ection 23-2-230.B.5. - That the application complies with Articles V and Xl of this Chapter if the proposal is located within an Overlay Zoning District or a Special Flood Hazard Area identified by maps officially adopted by the County. S ection 23-2-230.B.6. - That if the use is proposed to be located in the A (Agricultural) Zone District, the applicant has demonstrated a diligent effort has been made to conserve prime farmland in the locational decision for the proposed use. S ection 23-2-230.B.7. - That there is adequate provision for the protection of the health, safety and welfare of the inhabitants of the neighborhood and the County. EndoIMJ S 24200011 L.,I\i7ii i I PAaER5uZE ARCS 74. Sio VARULY USQ R;v1 o -g V V ET ot0' WE 5'•' 1011 USE BY SPECIAL REVIEW - USR20-0011 SECTION 10, TOWNSHIP 3 NORTH, RANGE 66 WEST OF THE 6TH P.M. COUNTY OF WELD, STATE OF COLORADO TOTAL AREA 81 ACRES AP N.121104400005 • APH 12I1V4+10Uti00 APN 121109100017 ; �won a61 0 APN.1211044000G2 / Ia,' APN•121104400001 i PV SOLAR PROJECT -- LOCATION - 26.43 ACRES (1236371.11 SO FEED • APIA 121109100029 APH.1211010000= - • APR12110910001E J APPJ 121100000000 APIA 121t09 woo APTI t2110U400016 • i S • — APN.12I TO4W00016 APN.121103400010 4P14121103300004 • A.PN 121103300005 • USR BOUNDARY APR 1211102Oo TOTAL 61 ACRES IS' I HI 1Clt)t�til • k • APN 121110200016 AFI-12111C2000_0 APN:1211 10000010 APIA 121110200019 — APN IZ1110100014 1 VICINITY IMP S -I 1x500' I) X30 CONTACT INFORMATION APPUCAN1 NAME PHONE NUMBER CONSULTANT NAME STATEMENT PHONE NUMBER ADDRESS LICENSE NUMBER ADORES& LICENSE NUMBER SIGNATURE COMMUNITY DEVELOPMENT DIRECTOR ENGINEERING DEVELOPMENT REVIEW MANAGER PLANNING COMMISSION LANDSCAPE ARCHITECT ENGINEER DATE PLANNING COMMISSION CERTIFICATION THIS is TO CERTIFY THAT THE WELD COUNTY PLANNING COMMISSION HAS CERTIFIED AND DOES HERESY RECOMMEND TO THE BOARD OF COUNTY COMMISSIONERS WELD COUNTY COLORADO FOR ITS CONFIRMATION. APPROVAL AND ADOPTION THIS SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW AS SHOWN AND DESCRIBED HEREON "MS (mV OF 20 CHAIR. WELD COUNTY PLJANMNCI COMMISSION PROPERTY OWNERS CERTIFICATION THE UNDERSIGNED PROPERTYOWNER(S) DOLES) HEREBY AGREE TO THE 817E SPECIFIC DEVELOPMENT PLAN ANO LSE BY SPECIAL RENEW DEVELOPMENT STANDARDS AS DESCRIBED HEREON THIS DAY OF 20 NAME OF PROPERTY OWNER NAME OF PROPERTY OWNER BOARD OF COUNTY COMMISSIONERS CERTIFICATION THM is TO CERTIFY THAT THE BOOBOO OF COUNTY COMMISSIONERS . WELD COUNTY COLORADO. DOES HERESY AND CONFIRM AND ADOPT THIS SITE SPECIFIC DEVELOPMENT PLAN AND t6E HY SPECIAL REVIEW AND DEVELOPMENT STANDARDS AS SHOWN AND DESCRIBED HEREON THIS DAY OF 20 CHAIR. BOARD OF COUNTY COMMISSIONERS ATTEST WELD COUNTY CLERK TO THE BOARD BY DEPUTY CLERIC TO THE BOARD DATED DRAWING INDEX SHEET NUMBER SHEET TITLE SHEET -1 OF 11 SHEET -2 OF 11 SHEET -3 OF 11 SHEET -4 OF 11 SHEET -5 OF 11 SHEET -8 OF 11 SHEET -70F 11 SHEET -8 OF 11 SHEET -9 OF 11 COVER SHEET PARCEL MAP GENERAL SITE PLAN SECTIONS 8 DETAILS FENCING PLAN SHEET -10 OF 11 SHEET -11 OF 11 LANDSCAPE PLAN SIGNS CIVIL NOTES OVERALL CIVIL SITE PLAN DETAILED CIVIL SITE PLAN EROSION AND SEDIMENT CONTROL NOTES DEVELOPMENT STANDARDS I. 't Si Tt S?ECIrK. DEVLLOPMLL NT PLAN AND LSE BY SPECIAL AtVIEW FLAME : ,,SR2&.:011 DISTRICT. AND IS SUBJECT TO THE DEVELOPMENT STANDARD STATED HEREON. 2. APPROVAL OF THIS PLAN MAY CREATE A VESTED PROPERTY RIGHT PURSUANT TO SEC PON OF THE WELD COUNTY CODE. 3. NO PARCEL INCLUDED WITHIN TEE LSR PERMIT BOLMDARY StiALL BE CONVEYED OR LEASED SEPARATELY FROM ANY OTHER PARCEL WITHIN THE USRR PERMIT BOUNDARY. 4 THIS IS AN UNMANNED FACILITY. S, THE SITE SHALL BE MAINTAINED IN ACCORDANCE WITH THE APPROVED PROPERTY MAINTENANCE PLAN. 6, THE SITE SHALL BE MAINTAINED IN ACCORDANCE WITH THE APPROVED DECOMMISSIONING PLAN. 7. TEE SITE SHALL BE MAINTAINED IN ACCORDANCE WITH THE APPROVED LANDSCAPE AND SCREENING PLAN. 0. ALL SIGNS SHALL ADHERE TO CHAPTER 24 CHAPTER 9. A SEPARATE PERMIT WILL BE REQURED. 9, NO OUTDOORSTORAGE OF ANY MATERIALS AND EQUIPMENT INCLUDING BUT NOT LIMITED TO. SOLAR PANELS AND SUPPORT STRIJC TURES NOT IN OPERATION WILL BE ALLOWED. 10- NO EQUIPMENT ASSOCIATED WITH THE SOLAR FACIU TV SHALL BE LOCATED NEARER THAN THIRTY (30) FEET TO TEE BOUNDARY OF ADJAL"ENT PROPER TIES IRRIGATION DITCHES MOOR RIGHTS.OF-WAY t 1 SOURCES OF UGHT SHALL BE SHIELDED SO THAT LIGHT RAYS WILL NOT SHINE DIRECTLY ONTO ADJACENT PROPERTIES WHERE SUCH WOULD CAUSE A NUISANCE OR INTERFERE WITH THE USE ON THE ADJACENT PROPERTIES IN ACCORDANCE WITH THE PLAN. NEITHER THE DIRECT NOR REFLECTED LIGHT FROM ANY LIGHT SOURCE MAY CREATE A TRAFFIC HAZARD TO OPERATORS OF MO TOR VEHICLES ON PUBLIC OR PRIVATE STREETS. NO COLORED LIGHTS MAY BE USED WHICH MAY BE CONFUSED WITH OR CONSTRUED AS. TRAFFIC CONTROL DEVICES 12 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 S TORED AND REMOVED FOR FINAL DISPOSAL IN A MANNER THAT PROTECT AGAINST SURFACE ANO GROUNDWATER CONTAMINATION. )3 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 WASTES DISPOSAL SITES AND FACIUTIES ACT. C.R.S. 30.20.100.5. 14. WASTE MATERIALS SHALL BE. HANDLED STORED. AND DISPOSED OF IN A MANNER THAT CON TROL FUGITIVE DUST FUGITIVE PARTICULATE EMISSION BLOWING DEBRIS AND OTHER POTENTIAL NUISANCE CONDITIONS. THE FACILITY SHALL OPERATE IN ACCORDANCE WITH CHAPTER 14. ARTICLE I OF THE WELD COUNTY CODE - 1 5. FUGITIVE DUST SHOULD ATTEMPT TO BE CONFINED ON THE PROPERTY. USES ON THE PROPERTY SHOULD COMPLY WITH THE COLORADO AIR QUALITY COMMISSIONS AIR QUALITY REGULATIONS, 16, THE OPERATION SHALL COMPLY WITH ALL APPLICABLE RULES AND REGULATIONS OF STATE AND FEDERAL AGENCIES AND THE WELD COUNTY COOL 17. THE PROPERTY OWNER OR OPERATOR SHALL BE RESPONSIBLE FOR CONTROWNG NOXIOUS WEEDS ON THE SITE PURSUANT TO CHAPTER 15 ARTICLES I AND II OF THE WELD COUNTY CODE. It THE ACCESS TO THE SITE SHALL BE MAINTAINED TO PATIGATE ANY IMPACTS TO THE PUBLIC ROAD INCLUDING DAMAGES AND/OR OFF -SITE TRACKING 19. THERE SHALL BE NO PARKING OR STAGING OF VEHICLES ON PUBLIC ROADS. ON SITE PARKING SHALL BE UTIUZED. 20. ANY WORK THAT MAY OCCUPY AND/OR ENCROACH UPON ANY COUNTY RIGHTS -OF -WAY OR EASEMENT SHALL ACQUIRE AN APPROVED RIGHT.OF-WAY USE PERMIT PRIOR 10 COMMENCEMENT. 21. THE PROPERTY OWNER SI-IAL1 COMPLY WITH ALL REQUIREMENTS PROVIDED IN THE EXECUTED ROAD MAINTENANCE AGREEMENT. 22. THE HISTORICAL FLOW PATTERNS AND RUN-OFF AMOUNTS ON THE SITE WILL BE MAINTAINED. 23. BUILDING PERMITS MAY BE REQUIRED. PER SECTION 29-3-10 OF THE WELD COUNTY CODE. CURRENTLY THE FOLLOWING HAVE BEEN ADOPTED BY WELD COUNTY 2016 INTERNATIONAL CODES. 2008 INTERNATIONAL ENERGY CODE. AND 2017 NATIONAL ELECTRICAL CODE. A BUILDING PERMIT APPLICATION MUST BE COMPLETED AND TWO (2) COMPLETE SETS OF ENGINEERED PLANS BEARING THE WET STAMP OF A COLORADO REGISTERED ARCHITECT OR ENGINEER MUST BE SUBMITTED FOR REVIEW A GEOTECHNICAL ENGINEERING REPORT PERFORMED BYA COLORADO REGISTERED ENGINEER SHALL BE REQUIRED OR AN OPEN HOLE INSPECTION. 24. THE PROPERTY OWNER OR OPERATOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE DESIGN AND OPERATION STANDARDS OF CHAPTER 23 OF THE WELD COUNTY CODE 2S NECESSARY PERSONNEL FROM THE WELD COUNTY DEPARTMENTS OF PLANNING SERVICES. PUBUC WORKS. AND PUBLIC HEALTH AND ENVIRONMENT SHALL BE GRANTED ACCESS ONTO THE PROPERTY WITH NOTICE TO THE FACILITY OPERATOR AND/OR PROPERTY OWNER AT ANY REASONABLE TIME IN ORDER TO ENSURE THE ACTIVITIES CARRIED OUT ON THE PROPERTY COMPLY WITH THE CONDITION OF APPROVAL. AND DEVELOPMENT STANDARDS STATED HEREIN AND ALL APPLICABLE WELD COUNTY REGULATIONS. 26, THE USE BY SPECIAL REVIEW AREA SHALL BE LIMITED TO THE PLANS SHOWN HEREON AND GOVERNED BY THE FOREGOING STANDARDS AND ALL APPLICABLE WELD COUNTY REGULATIONS_ SUBSTANTIAL CHANGES FROM THE PLANS OR DEVELOPMENT STANDARDS, AS SHOWN OR STATED. SHALL REQUIRE THE APPROVAL OF AN AMENDMENT OF THE PERMIT BY THE WELD COUNTY BOARD OF COUNTY COMMISSIONERS BEFORE SUCH CHANGES FROM THE PLANS OR DEVELOPMENT STANDARDS ARE PERMITTED. ANY OTHER CHANGES SHALL BE FILED IN THE OFFICE OF THE DEPARTMENT OF PLANNING SERVICES. 27. THE PROPERTY OWNER OR OPERATOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL THE FOREGOING DEVELOPMENT STANDARDS. NONCOMPLIANCE WITH ANY OF THE FOREGOING DEVELOPMENT STANDARDS MAY BE REASON FOR REVOCATION OF THE PERMIT APPROVAL AND REVOCATION BY WELD COUNTY PLANNING COMMISSION. BOARD OF COUNTY COMMISSIONERS MAY HAVE THEIR OWN SEPARATE PROCESS. COMPLIANCE IS THE RESPONSIBILITY OF THE LAND OWNER 28. RIGHT TO EXTRACT MINERAL RESOURCES STATEMENT' WELD COUNTY HAS SOME OF THE MOST ABUNDANT MINERAL. RESOURCES, INCLUDING. BUT NOT LIMITED TO SAND AND GRAVEL. OIL. NATURAL. GAS AND COAL UNDER TITLE 34 OF THE COLORADO REVISED STATUTES MINERALS ARE VITAL RESOURCES BECAUSE (A) THE STATES COMMERCIAL MINERAL DEPOSITS ARE ESSENTIAL TO THE STATES ECONOMY (B) THE POPULOUS COUNTIES OF THE STATE FACE A CRITICAL SHORTAGE OF SUCH DEPOSITS. AND (C) SUCH DEPOSITS SHOULD BE EXTRACTED ACCORDING TO A RATIONAL PLAN CALCULATED TO AVOID WASTE OF SUCH DEPOSITS AND CAUSE THE LEAST PRACTICABLE DISRUPTION OF THE ECOLOGY AND QUALITY OF LIFE OF THE CITIZENS OF THE POPULOUS COUNTIES OF THE STATE MINERAL RESOURCES LOCATIONS ARE WIDESPREAD THROUGHOUT THE COUNTY AND PERSONS MOVING INTO THESE AREA MUST RECOGNIZE THE VARIOUS IMPACTS ASSOCIATED WITH THIS DEVELOPMENT. OFTENTIMES, MINERAL RESOURCES ARE PROTECTED PROPERTY RIGHTS AND MINERAL OWNERS SHOULD BE AFFORDED THE OPPORTUNITY TO EXTRACT THE MINERAL RESOURCES 29 THE WELD COUNTY RIGHT TO FARM STATEMENT AS IT APPEARS IN SECTIONS 22-2-20.2 OF THE WELD COUNTY CODE SHALL BE PLACED ON THE IMP AND RECOGNIZED AT ALL TIMES. 30. PRIOR TO THE RELEASE OF BUILDING PERMITS THE APPLICANT SHALL BE REQUIRED TO SUBMIT A COMPLETE ACCESS APPLICATION FOR A COMMERCIAL ACCESS AS SHOWN ON THIS PLAN IS FOR A MEDIUM SCALE SOLAR FACILITY 15.0 MWAC) IN THE AGRICu_%A ZONE WELD COUNTY IS ONE OF THE MOST PRODUCTIVE AGRICULTURAL COUNTIES IN THE UNITED STATES TYPICALLY RANKING IN THE TOP TEN COUNTIES IN THE COUNTRY IN TOTAL MARKET VALUE OF AGRICULTURAL PRODUCTS SOLD. THE RURAL AREAS OF WELD COUNTY MAY BE OPEN AND SPACIOUS BUT THEY ARE INTENSIVELY USED FOR AGRICUL TURAL. PERSONS MOVING INTO A RURAL AREA MUST RECOGNIZE AND ACCEPT THERE ARE DRAWBACKS, INCLUDING CONFLICTS WITH LONG-STANDING AGRICULTURAL PRACTICES AND A LOWER LEVEL OF SERVICES THAN IN TOWN. ALONG WITH THE DRAWBACKS COME THE INCENTIVES WHICH ATTRACT URBAN DWELLERS TO RELOCATE TO RURAL AREA OPEN VIEWS. SPACIOUSNESS WILDLIFE LACK OF CITY NOISE AND CONGESTION AND THE RURAL ATMOSPHERE AND WAY OF LIFE WITHOUT NEIGHBORING FARMS. THOSE FEATURES WHICH ATTRACT URBAN DWELLERS TO RURAL WELD COUNTY WOULD QUICKLY BE GONE FOREVER AGRICULTURAL LASERS OF LAND SHOULD NOT BE EXPECTED TO CHANGE THEIR LONG ESTABLISHED AGRICULTURAL PRACTICES TO ACCOMMODATE THE INTRUSIONS OF URBAN USERS INTO A RURAL AREA WELL -RUN AGRICULTURAL ACTIVITIES WILL GENERATE OFF SITE IMPACTS. INCLUDING NOISE FROM TRACTORS AM) EQUIPMENT SLOW MOVING FARM VEHICLES ON RURAL ROADS DUST FROM ANIMAL PENS, FIELD WORK. HARVEST AND GRAVEL ROADS ODOR FROM ANIMAL CONFINEMENT SILAGE AND MANURE SMOKE FROM DITCH BURNING. FLIES AND MOSQUITOES . HUNTING AND TRAPPING ACTIVITIES SHOOTING SPORTS. LEGAL HAZING OF NUISANCE WILDLIFE AND THE USE OF PESTICIDES AND FERTILIZERS IN THE FIELDS . INCLUDING THE USE OF AERIAL SPRAYING. IT IS COMMON PRACTICE FOR AGRICULTURAL PRODUCERS TO UTILIZE AN ACCUMULATION OF AGRICULTURAL MACHINERY AND SUPPLIES TO ASSIST IN THEIR AGRICULTURAL. OPERATIONS. A CONCENTRATIONS OF MISCELLANEOUS AGRICULTURAL MATERIALS OFTEN PRODUCES A VISUAL DISPARITY BETWEEN RURAL AND URBAN AREAS OF THE COUNTY, SECTION3S-3.5.102 c.as PROVIDES THAT AN AGRICULTURAL OPERATIONS SHALL NOT BE FOUND TO BE A PUBLIC OR PRIVATE NUISANCE IF THE AGRICULTURAL OPERATION ALLEGED TO BE A NUISANCE EMPLOYS METHOD OR PRACTICES THAT ARE COMMONLY OR REASONABLY ASSOCIATED WITH AGRICULTURAL PRODUCTIONS. WATER HAS BEEN AND CONTINUES TO BE. THE LIFELINE FOR THE AGRICULTURAL COMMUNITY. IT IS UNREALISTIC 10 ASSUME THAT DITCHES AND RESERVOIRS MAY SIMPLY BE MOVED 'OUT OF THE WAY' OF RESIDENTIAL DEVELOPMENT. WHEN MOVING TO THE COUNTY PROPERTY OWNER AND RESIDENTS MUST REALIZE THEY CANNOT TAKE WATER FROM IRRIGATION DITCHES. LAKES OR OTHER STRUCTURES. UNLESS THEY HAVE AN ADJUDICATED RIGHT TO THE WATER. WELD COUNTY COVERS A LAND AREA OF APPROXIMATELY FOUR THOUSAND (4 000) SQUARE MILES IN SIZE (TWICE THE SIZE OF THE STATE OF DELAWARE) WITH MORE THAN THREE THOUSAND (3,700) MILES OF STATES AND COUNTY ROADS OUTSIDE OF MUNICIPALITIES. THE SHEER MAGNITUDE OF THE AREA TO BE SERVED STRETCHES AVAILABLE RESOURCES. LAW ENFORCEMENT IS BASED ON RESPONSES TO COMPLAINT MORE THAN ON PATROLS OF THE COUNTY AND THE DISTANCES WHICH MUST BE TRAVELED MAY DELAY ALL EMERGENCY RESPONSES, INCLUDING LAW ENFORCEMENT AMBULANCE AND FIRE. FIRE PROTECTION IS USUALLY PROVIDED BY VOLUNTEERS WHO MUST LEAVE THEIR JABS AND FAMILIES TO RESPOND TO EMERGENCIES COUNTY GRAVEL ROADS NO MATTER HOW OFTEN THEY ARE BLADED. WILL NOT PROVIDES THE SAME KIND OF SURFACES EXPECTED FROM A PAVED ROAD SNOW REMOVAL PRIORI TIES MEAN THAT ROADS FROM SUBDIVISIONS TO ARTERIALS MAY NOT BE CLEARED FOR SEVERAL DAYS AFTER A MAJOR SNOWSTORM SERVICES IN RURAL AREAS. IN MANY CASES WILL NOT BE EQUIVALENT TO MUNICIPAL SERVICES RURAL DWELLERS IAULST BY NECESSITY. BE MORE SELFSUFFICIENT THAN URBAN DWELLERS. PEOPLE AREA EXPOSED TO DIFFERENT HAZARDS IN THE COUNTY THAN IN AN URBAN OR SUB -URBAN SETTING- FARM EQUIPMENT AND OIL FIELD EQUIPMENT PONDS AND IRRIGATION DITCHES ELECTRICAL POWER FOR PUMPS AND CENTER PIVOT OPERATIONS HIGH SPEED TRAFFIC SAN) BURS, PUNCTURE VINES. TERRITORIAL FARM DOGS AND LIVESTOCK AND OPEN BURNING PRESENT REAL THREATS CONTROLLING CHILDREMS ACTIVITIES IS IMPORTANT NOT ONLY FOR THEIR SAFETY BUT ALSO FOR THE PROTECTION OF THE FARMERS LIVELIHOOD. D IPIMISIZ.Zq--i0-0 II SOLVIDA DESIGN ENGINEERING • N9 Swan Ara Shia 1 M.Iwx ca.-. t4 20 • r J ftb, SunShare • COMMUNITY SOLAR 1724 GILPIN STREET DENVER CO 80218 1 STARLILY SOLAR LLC 5.0 MWAC 7.2 MWDC SOLAR PROJECT SECTION 10, TOWNSHIP 3 NORTH, RANGE 66 WELD COUNTY, CO 80651 (40.244 , -104.772'") 0 PRELIMINARY 00/23,24 . 110 JLSCKi"I ON DA L Sit COVER SHEET Pkoj vC4.. SS alit„INCR. SS ASE: 06/72/7073 DRAWN' 3Y S. CHECKED ]r SB SCALE AS SKINK DNAW t Y. SHEET - 1 OF 11 (S-1) • USE BY SPECIAL REVIEW - USR20 - 0011 SECTION 10 , TOWNSHIP 3 NORTH , RANGE 66 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO TOTAL AREA : 81 ACRES � �`' � �� "� � �" �" � ESIGN E �NGlN1EERING �� APN : 1 21 1 0340001 0 r _� a�a si,� tc�, ��o � n a� 9 .a � o � APN : 1 21 1 04400005 • �� APN : 1 21 1 04400002 � � � �� . // APN : 1 21 1 03300004 APN : 1 21 1 04400001 1 . FAILURE TO OBTAIN A BUILDING PERMIT WITHIN TWELVE ( 12) MONTHS AFTER THE DATE OF USE BY SPECIAL REVIEW ?� APN : 1 21 1 03300005 APPROVAL SHALL CAUSE THE UNBUILT PORTION OF THIS USE BY SPECIAL REVIEW TO BE NULL AND VOID , UNLESS AND �� APN : 1 21 1 0400001 8 ' � EXCEPTION WAS GRANTED . . � , , -`�;�� WC R 36 , � � � � � 2 . APPROVAL OF SITE CONSTRUCTION PLANS BY THE WELD COUNTY SHALL BE REQUIRED (AS APPLICABLE) PRIOR TO �� '� , ;; i �� ;. APN : 1 21 1 04400006 I � � ISSUANCE OF BUILDING PERMITS . r-�_�` � ' -�'' '' � �� I � � S O rr, � Y � ■ �l � � � � � � PV SOLAR PROJECT USR BOUNDARY � � LOCATION - 28 . 43 ACRES APN : 121110200018 3 . FOR AN EXPANSION OF THE USE IN FUTURE PHASES , THE APPLICANTS SHALL SUBMIT A SEPARATE USE BY SPECIAL �: ��, ( 1238571 . 11 SQ FEE� TOTAL 81 ACRES I � REVIEW , WHICH MUST BE APPROVED PRIOR TO ISSUANCE OF A BUILDING PERMIT . APN : 1 21 1 091 0001 7 I ' I APN : 121110200019 1724 GILPIN STREET , 1- - - - - : � __ _ 4 . SIGNAGE SHOWN ON THIS PLAN IS FOR ILLUSTRATIVE PURPOSES ONLY . A SEPARATE SIGN PERMIT SHALL BE DENVER , CO 8021 � % \\ I : z SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL . � ,, APN : 1 21 1 1 020001 6 � ''� 5 . ALL EXISTING AND PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND . !' APN : 1 21 1 091 00023 �, `�, I , � 6 . DO L/� �' NO BUILDING PERMIT SHALL BE ISSUED FOR THE CONSTRUCTION OF A NEW BUILDING OR STRUCTURE UNLESS THE �oe�P••••••.F�, APN : 1 21 1 091 00022 � �� :' PY Gq ;rysF�- - � o� PROPERTY HAS BEEN PLATTED IN ACCORDANCE WITH THE CITY' S SUBDIVISION REGULATIONS (CHAPTER 3) . � :�� G�l�° : ;, � � I APN : 1 21 1 1 01 0001 4 � � ; 0 56414 Di 7 . ALL ELEVATIONS SHOWN ON THESE PLANS ARE TIED TO NAVD 88 DATUM . �; .� �;. : � �°� ''••.. . ... .••'� ``�, APN : 1 21 1 091 0001 8 � � APN : 1 21 1 1 0200020 I 8 . ALL REQUIRED APPROVALS AND COPIES OF EXECUTED EASEMENTS , SUCH AS TEMPORARY CONSTRUCTION FSS�ONALEN�\� EASEMENTS , PERMANENT MAINTENANCE EASEMENTS , CROSS ACCESS EASEMENTS , OR CROSS - PARKING EASEMENTS EXP . 10/31 /2025 APN : � 2 � � 09 � 00013 � SHALL BE PROVIDED TO THE CITY PRIOR TO APPROVAL OF THE USE BY SPECIAL REVIEW AND CIVIL CONSTRUCTION � ; ' � PLANS . APN : 1 21 1 09000009 ii � i � � i - - - _ - _ - - _ _ _ -_ _ _ _ _ - STARLILY APN : 1 21 1 1 000001 0 S O LA R L LC APN : 1 21 1 0940001 6 5 . 0 MWAC 1 VICINITY MAP � . 2 MWDC S -2 1 "=500' 0 250� 500� � 000� N X SOLAR PROJ ECT N � S C� � � ROADWAYS SPECIFICATIONS : N � � W � Q � 1 . WCR 31 IS A GRAVEL ROAD AND IS DESIGNATED ON THE WELD COUNTY FUNCTIONAL CLASSIFICATION SECTION 10 , TOWNSHIP 3 � MAP AS A LOCAL ROAD WHICH REQUIRES 60 FEET OF RIGHT- OF-WAY AT FULL BUILD OUT . THE APPLICANT NORTH , RANGE 66 � � SHALL DELINEATE AND LABEL ON THE SITE MAP THE FUTURE AND EXISTING RIGHT- OF -WAY (ALONG WITH WELD COUNTY , CO 80651 N N THE DOCUMENTS CREATING THE EXISTING RIGHT- OF-WAI� AND THE PHYSICAL LOCATION OF THE ROAD . ALL �40 . 244 ° , - 104 . 772 °� � SETBACKS SHALL BE MEASURED FROM THE EDGE OF RIGHT-OF-WAY . THIS ROAD IS MAINTAINED BY WELD � COUNTY . ( DEVELOPMENT REVIE1l1n � > w � � � 2 . WCR 36 IS A GRAVEL ROAD AND IS DESIGNATED ON THE WELD COUNTY FUNCTIONAL CLASSIFICATION � � J MAP AS A LOCAL ROAD WHICH REQUIRES 60 FEET OF RIGHT- OF-WAY AT FULL BUILD OUT . THE APPLICANT � � � SHALL DELINEATE AND LABEL ON THE SITE MAP THE FUTURE AND EXISTING RIGHT- OF -WAY (ALONG WITH � �, THE DOCUMENTS CREATING THE EXISTING RIGHT- OF-WAI� AND THE PHYSICAL LOCATION OF THE ROAD . ALL 0 PRELIMINARY 09/23/24 o REV. NO DESCRIPTION DATE `� SETBACKS SHALL BE MEASURED FROM THE EDGE OF RIGHT-OF-WAY . THIS ROAD IS MAINTAINED BY WELD w J � COUNTY . ( DEVELOPMENT REVIE111n sHEE-r Trr �E : � � Q m PARCEL MAP � Q � Q � � m PROJ . MGR . : SS PROJ . ENGR . : SS DATE : 06 / 22 / 2023 o DRAWN BY : SJ CHECKED BY : GB SCALE : AS SHOWN N � r DRAWING NO . r� w HEET - 2 F 11 Q S O 0 � S - 2 USE BY SPECIAL REVIEW - USR20 - 0011 SECTION 10 , TOWNSHIP 3 NORTH , RANGE 66 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO TOTAL AREA : 81 ACRES � �`' � �� "� � �" �" � ESIGN E �NGlN1EERING PV SYSTEM DESCRIPTION SITE DATA 1 =1dQ Sl�+ ntluc� Avenve, $uite 3 2 TOTAL MWDC 7 . 26 DESCRIPTION c, �� ._� ,,, c�, r �o � n� a 9 .a � o � ` `l � � ; �,� ` . �, � ..� ?:.._ , � .�.: .#r:, � TOTAL MWAC . 04 � � n �� L� S 4 5 ZONING AGRICULTURAL � , , �__ , � . .eu:�,u .. . _ , � �-�-F--��=--t � .�_; ��;,,: �_ . " ; \ ' ; � DC-AC RATIO 1 .44 PRIMARY LAND USE AGRICULTURAL , ' il � _ ' ___ G ` ` ` � ' ' G � MODULE MANUFACTURER CANADIAN SOLAR ACCESSORY LAND USE OIL AND GAS PRODUCTION ;� I �, , ,, , , ' . � , \ � , � : r: , � i .� ' � � � � �� ,' � n � I 1 MODULE MODEL CS7N -695TB-AG SITE AREA REQUIRED PROVIDED F� o SITE ENTRANCE � � I ` �' PROPERTY LINE (TYP . ) MODULE WATT 695 BUILDING COVERAGE N /A N /A � PARKING, AND � �' � ( i �= ��' MODULE COUNT 10 , 455 DRIVE � ' i '� ' � � �_ � �: � �i � � �� '=:�� MAXIMUM DC VOLTAGE 1 , 500 WALKS N �A N �A � � r _ , ' ° �, ' � � NA � � � ;' 1 �� ` � " MODULES PER STRING 17 OPEN SPACE 10% / �- �::. 'T ! C O i�l�+li �Afl �J N I T Y S � � A R :� � � � /_/ ' CHINT POWER PARKING REQUIRED PROVIDED � , ; .� , �� 781 . 6 ^ ' '� ', �If � �,�, � � INVERTER MANUFACTURER Y T E M , ; � _ ,, , , S S S STAN DARD SPACES N /A N /A ' � � ' INVERTER MODEL CPS SCA60KTL � � � COMPACT SPACES N /A N /A 1724 GILPIN STREET , � : � lil. '_ �;' . 11 �;3 ' : ' � INVERTER COUNT 84 ADA SPACES N /A N /A DENVER , CO 8021 � , , _ / , �� . i ' `�. �t ��: ', �, ;` � - - � '� �', �� -- MODULE MOUNTING SINGLE AXIS TRACKER - � � � ..� 1 r : !,- - ,, \�_� ' ` `� �, � � � � MOUNTING LOADING SPACES N /A N /A � � ' -- � -�'� \ CONFIGURATION 1 HIGH gICYCLE N /A N /A 1 k '! B �!, � \ � � � PROJECT ACRES 28 .43 SETBACKS REQUIRED PROVIDED 0 � _ _ - � P C � . , `. o ^ ~ � : \ � s ! 293 . 7 ,�� _ , � \ LEGEND � � a��. .N , � � FRONT 25 >25 � �'PY • GqFry FN , G' , 500 ' SETBACK ; �' � .:y 146 . 9 - �, �� . g5 MODULE TRACKER ROW 108 � � � • � • \ � ; � � FROM RESIDENCE � � SIDE 25 >25 � .� j �; ' �,.� � \ � - -� : 51 MODULE TRACKER ROW (25) REAR 25 � >25 � ; 0 56414 � s ( E� GAS LINE , �I �' ; � \ � PROPERTY LINE `' '°�,�� '�,� � � � 386 . 3 1 � CORNER 25 ' >25 ' o,� ''••.. . ... .••' �`� ; �; � � -� � � 8' HIGH SECURITY FENCE FSS/ N�\ B � �� I � � �'L��, ' ; EQUIPMENTRACK - SAT PARKING 25 � >25 � �NALE � � , EXP . 10/31 /2025 ' ,��;��`! 20' ACCESS ROAD BUILDING DESIGN I �; ` REQUIRED PROVIDED �j� TEMPORARY PARKING ELEMENTS �� I ��. , � , � � ' _ �_�_ P &A WELL (TYP . ) I � � � �� (E) OVERHEAD UTILITY LINE FLOOR AREA RATIO � � �� ` � �� - 50' SETBACK ( COMMERCIAL N �A N �A _ B FROM WELL PROJECTS ONLY ) � - STARLILY C � - DENSITY ( RESIDENTIAL N /A N /A 321 . 4 PROJECTS ONLY) A ` \ MAXIMUM BUILDING N /A N /A SO LAR LLC � ` II B HEIGHT � - TRANSPARENCY N /A N /A GATE REFER TO � 1110A lii - - � HOURS OF OPERATION N /A N /A DETAIL 1 /S-5 � NUMBER OF � . O MWAC ,� EMPLOYEES N /A N /A � 7 . 2 MWDC OTHER USE SPECIFIC N A N A , �� ., l � � � ( E) FENCE � �---� � 26. � SOLAR PROJ ECT N � � � �.. � ' _ � . ` � `� � � ., U � a /�� I L . �.P `.�' I' � 4 . / �\ F � L// Q ' � • � � �� w � �f -= - '�'�� 45 � � CONTOUR N - - C: e�`� � - - - C'� �, , � r LINE (TYP . ) � � w � � � � , � � � TEMPORARY PARKING � `, ;, � �, � � DURING CONSTRUCTION ' � '' SECTION 10 , TOWNSHIP 3 1 � B , , - � NORTH , RANGE 66 � ;�� `, ; z � � ' � '. � s- 5 WELD COUNTY , CO 80651 N ( E) UTILITY OVERHEAD POWER LINE . � � v ; � 3 � \ � G , N I S-4 w ( P V S O L A R S Y S T E M - P O I � i i �� ;, �4 � . 2 4 4 � � - 1 � 4 . 7 7 2 �� - ' - �, POINT OF INTERCONNECTION . � _ , __ _ _ LOCATION TO BE FIELD VERIFIED . ' �` � 44 � _ . . .� �, ] � � � \ - - - � \ � , � 72 � _ , _ _ _ _ 57 . 7 �`' � \\ o � � � _ Z y � o � � � m � � � � s i I m � � \ � m � J � \ J y Q \ � � �� ( N ) EQUIPMENT PAD SOIL TYPE LINE � 0 PRELIMINARY 09/23/24 � N TRANSFORMER o � ) REV. NO DESCRIPTION DATE � J ( N ) INVERTER (TYP . ) `L SHEET TITLE : � c� ° 1 GENERAL SITE PLAN Q s -3 � �� = 200� o , , , N GEN ERAL SITE PLAN � � o0 200 400 � Q � � m NUMBER SOIL TYPES PROJ . MGR . : SS PROJ . ENGR . : SS DATE : 06 / 22 / 2023 N 44 OLNEY LOAMY SAND , 1 TO 3 PERCENT SLOPES ID SIGNAGE oRAwN BY : s� cHECKEo BY : GB scA � E : As sHowN � 45 OLNEY LOAMY SAND , 3 TO 5 PERCENT SLOPES �A PROJECT OPERATOR "' 70 VALENT SAND , 3 TO 9 PERCENT SLOPES �B HIGH VOLTAGE WARNING SIGNAGE DRAWING No . \ HEET - F 11 � S 30 w 72 BONA LOAMY SAND , 0 TO 3 PERCENT SLOPES �C PROJECT LOCATION � � IMPORT DATA FROM o U . S . D .A . NATURAL RESOURCES CONSERVATION SERVICE S _ � � WELD COUNTY , COLORADO USE BY SPECIAL REVIEW - USR20 - 0011 SECTION 10 , TOWNSHIP 3 NORTH , RANGE 66 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO TOTAL AREA : 81 ACRES � �`' � �� "� � �" � [� ESIGN E �NGlN1EERIN � 1 =10Q 51'+ ntluc4c Aver7ue, Sui1e 3 li �• � �( rtlr? ,f, (�rl7 � IfnI btl [7 `:� <'i� ��' I_\ f�i DIMENSIONS FEET METER X 7 . 90 2 . 40 MODULE WIDTH Y 15. 20 4 . 6 AISLE WIDTH AGGREGATE BASE ROAD TO BE COMPACTED TO 85% AND SHALL BE CAPABLE OF SUPPORTING 75 , 000 LBS . Z 23 . 00 7 . 01 PITCH 20'-0" � � � �� . � �� - I � �� i � r`� = ; `�,-. , ,' ;� � -� _ i / u�u � , . co � �a ur� iry sa � a � 6" � ��X�� Y�� , ,, ,; ,,; , 1724 GILPIN STREET , , DENVER , CO 8021 � GRADE LEVEL � � � \ � 1 ACCESS ROAD TYP . / p,D0 L/� ( ) / / S -4 NTS �� G�:�Q.PY�G,q��:�N , / �,Op` ....... `Nd' �1/ 0� /% � : � G�,-' ` � ° : � � ; � . � .� . � �� . Q D . � �j�� : ` 56414 : // �\ ' � \ , . � '< . �� , �' � ;� � � i �� `�� o�,•. .��`L�`' 60° V � �' ss•. . ... ••�c� � \ �0NAL E � � EXP . 10/31 /2025 /� \ � \ 8 � _�� > NOTE : CONTENTS ON SIGN MAY CHANGE SUBJECT TO FINAL DESIGN 4 ,_0 „ ( MAX . ) ( MIN . ) 12 �-0 �� STARLI LY STARLI LY SO LAR LLC SO LAR LLC 4'-0" PHOTOVOLTAIC POWER PLANT s�-o�� S U N S HAR E CO M M U N ITY SO LAR %////////////////// /////////////////////////////////////////////////////////// / GROUND LEVEL � . O M WAC � � 7 . 2 MWDC N 3 PV SOLAR TRACKER ELEVATIONS SO LAR P ROJ ECT 0 S -4 NTS _ � � Q N 2 ENTRANCE SIGN BOARD � S -4 NTS w � Q � SECTION 10 , TOWNSHIP 3 m NORTH , RANGE 66 � � WELD COUNTY , CO 80651 N N (40 . 244 ° , - 104 . 772 °) � � � � � > w � � � � � � J J � Q � � � � 0 PRELIMINARY O9/23/24 i o REV. NO DESCRIPTION DATE � w J `L SHEET TITLE : � c� Q m SECTION & DETAILS � Q � Q � � m PROJ . MGR . : SS PROJ . ENGR . : SS DATE : 06 / 22 /2023 o DRAWN BY : SJ CHECKED BY: GB SCALE : AS SHOWN N � r DRAWING N0 . r� w HEET - 4 F 11 Q S O 0 � S - 4 USE BY SPECIAL REVIEW - USR20 - 0011 SECTION 10 , TOWNSHIP 3 NORTH , RANGE 66 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO TOTAL AREA : 81 ACRES � �`' � �� "� � �" �" � ESIGN E �NGlN1EERING 1 =1dQ Sl�+ ntluc� Avenve, $uite 3 C; ��, � Ic� l ,_. ,fi, Ct� l 'rfornwa 9 4 7 0 9 24 . 0 ' (TYP . ) � / FENCE INSTALLATION NOTES : WOOD GATE POST TUBE STEEL FRAME 1 . FENCE TO BE INSTALLED IN GENERAL ACCORDANCE WITH ASTM F567 . LOCAL FENCE CONTRACTOR TO ALTER ASTM 6" DIA. MIN (TYP . ) � F567 REQUIREMENTS TO MEET SITE SPECIFIC CONDITIONS . 2 . FENCE FABRIC SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A392 , CLASS 2 . LOCKABLE LATCH � �� i '` , / 3 . STRENGTH AND PROTECTIVE COATINGS OF ALL FENCE FRAMEWORK SHALL CONFORM TO ASTM F1083 . ;� � r _ __. , � � `�,;� '� � �� / ' _ - / I I I I I I 4 . EXTENDED , END , OR PULL POST FOOTING MINIMUM CONCRETE COMPRESSIVE STRENGTH SHALL BE 2 , 500 PSI MIN . ' �, � � o � � � �u � � �r s � � �► R � � \ �: �� / z �� 5 . EXTENDED , END , OR PULL POST MINIMUM FOOTING DIAMETER SHALL BE FOUR TIMES THE LARGEST CROSS SECTION f/ � \ OF THE POST FOR POST DIAMETER UP TO 4" . 1724 GILPIN STREET , / - � wXRE MES AE � DED TO -�I \ 6 . EXTENDED , END , OR PULL POST FOOTING DEPTH SHALL BE A MINIMUM OF 4' PLUS AN ADDITIONAL 3" DEPTH FOR EACH DENVER , CO 8021 � FRAME � 1 ' POST HEIGHT INCREASE ABOVE 4' POST HEIGHT ABOVE GROUND . � � � � 7 . SWING GATE POST FOOTING DEPTHS AND DIAMETERS SHALL BE DETERMINED BASED ON ASTM F567 , TABLE 2 AND O ALTERED AS NEEDED BY FENCE CONTRACTOR . op.Ppo ��CF�, - = T= = _ _ = =T == = = _ _ = T= == = =- = =� = =T == = = = = == =T = T = = T = = == = _ � _ _ _ __ =T == 11==q �u� �T�y�EC��y�T#li��-�=��r_-rrx-�t�fi��_„_ ��C-1�� t�=u�-rtr�--nt-rtn-�rtr-rrr—� � �—rrt-rt„—nr-rtn=�$=��f-��=�-��k-�� -=Ft�=�=�xr-�=��_��-� �==��_ �, �,,.....,,� s , �'��" —"+ h� "__L1 8 . IN AREAS WHERE EXISTING FENCES CONFLICT WITH SITE SECURITY FENCE , CONTRACTOR SHALL REMOVE AND �° ;•�PY Gq ;:��- � ,�, � � � :� lo •. z • G�-' � � . , �-- . _ w Z � DISPOSE OF EXISTING FENCE . � : 0 56414 D : � : �: \ p a � � 9 . DISPOSAL OFF SITE - NO MATERIALS ARE TO REMAIN ON SITE . �� ,:, ,:�,� w � � °�' �'••.. . ... ..•� ��. m � Q 10 . ALL STEEL OR MALLEABLE IRON PARTS AND ACCESSORIES SHALL BE HOT- DIP GALVANIZED IN ACCORDANCE WITH FSS�ONALEN�\ � � w ASTM A123 AFTER FABRICATION . ExP . � ois � i2o25 — - — � � 11 . WARNING SIGNS TO BE INSTALLED AT 100' INTERVALS , CONTENTS DECIDED BY OWNER . STARLILY NOTE : SO LAR LLC 1 . FENCING SUPPLIER SHALL PROVIDE FINAL AND SEALED FENCING DRAWINGS WITH MATERIAL AND SPECIFICATION REQUIREMENTS . 2 . A KNOX PAD LOCK WILL BE PLACED ON CHAINED GATE OR KNOX BOX WITH GATE ACCESS KEYS WILL BE MOUNTED AT THE MAIN ENTRANCE FOR FIRE DEPARTMENT ACCESS . � . O MWAC �� 1 ACCESS GATE DETAILS � . 2 M W D C S -5 NTS X SOLAR PROJ ECT N o WOOD CORNER , WOOD BRACE POST WOOD LINE POST � TERMINAL OR PULL POST 6 " DIA . MIN . (TYP . ) 6 " DIA . (TYP . ) Q 6" DIA . MIN . (TYP . ) w N � � -- -- -- -- W � Q � � _ , SECTION 10 , TOWNSHIP 3 � IN - LINE STRAINER NORTH , RANGE 66 � _ � � WELD COUNTY , CO 80651 N r N - �/ WOVEN WIRE FABRIC �4 � . 244 ° , - 1 � 4 . 772 °� � � � � �� - � � � � � �' I �, I I I' � � Q �� _ _ � _ - _ __ _ __ _��_ _ _ - - - -- -- - �_ _ _ ___ $=��I== _ _ -��_ - � ' - _ _- _ � � __ � III �I� � � -� rt �=�l� -��=�1�==rtt - � �� fifi - fitl - - r+ �- � tfi -�I� -��=�1�= - I� t - � �� - rt 0 PRELIMINARY 09/23/24 -- � _��__��_� o � REV. NO DESCRIPTION DATE � z = GRADE z J 5 r\ � L `L � � � SHEET TITLE : � � ~ � � � 2o . o ' (TYP . � � FENCING PLAN Q � � ' CONCRETE FOOTING 24 " DIA . (TYP . ) � m NOTE : PROJ . MGR . : SS PROJ . ENGR . : SS DATE : 06 / 22 / 2023 N 1 . FENCING SUPPLIER SHALL PROVIDE FINAL AND SEALED FENCING DRAWINGS WITH MATERIAL AND SPECIFICATION oRAwN BY : s� cHECKEo BY : GB scA � E : As sHowN � REQUIREMENTS . r 2 . A KNOX PAD LOCK WILL BE PLACED ON CHAINED GATE OR KNOX BOX WITH GATE ACCESS KEYS WILL BE MOUNTED DRAWING No . � � AT THE MAIN ENTRANCE FOR FIRE DEPARTMENT ACCESS . H E ET - F 11 w S 50 Q � 2 FENCE DETAILS � S -5 NTS � _ � � USE BY SPECIAL REVIEW - USR20 - 0011 SECTION 10 , TOWNSHIP 3 NORTH , RANGE 66 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO TOTAL AREA : 81 ACRES � �`' � �� "� � �" �" � ESIGN E �NGlN1EERING N �TES : 1 =1dQ Sl�+ ntluc� Avenve, $uite 3 1 . THIS DEVELOPMENT IS BEING CONSTRUCTED IN A RURAL PART OF WELD COUNTY� COLORADO . THE SITE IS LOCATED ON SECTION 10 TOWNSHIP 3 NORTH , [� �� _� y, Cc+ l � �o � n� a 9 .4709 I RANGE 66 WEST OF THE 6TH P . M . . THE SURROUNDING LAND IS PRIMARILY BEING USED FOR AGRICULTURAL, RANCHING , AND OIL/GAS PURPOSES . 2 . THIS DEVELOPMENT WILL BE CONSTRUCTED IN MULTIPLE PHASES ON LEASED LAND . I 3 . FOLLOWING THE START OF THE CONSTRUCTION OF EACH PHASE , DISTURBED AREAS WITHIN THE LIMITS OF CONSTRUCTION , SUCH AS ROADCUTS, UTILITY i TRENCHES, WASTEWATER DISPOSAL FIELDS, BUILDING SITES, REVEGETATED WITH NATIVE GRASS . 4 . OTHER AREAS WHERE EXISTING VEGETATION HAS NOT REGROWN WILL BE RESDEEDED . 5 . SCREENING SHALL REMAIN HEALTHY AND MAINTAINED TO CONTINUE TO PROVIDE VEGETATIVE GROUND COVER . NOXIOUS WEEDS WILL BE CONTROLLED ON THE SUBJECT PROPERTY ( SEE ALSO THE VEGETATION MANAGEMENT PLAN ) . 6 . FOR SECURITY AND PROTECTION OF THE PUBLIC AND WILDLIFE , THE RECORDED SOLAR FACILITY WILL BE FENCED WITH A WILDLIFE FRIENDLY DECORATIVE `� �'� �, ; ;; i �� ;. - - FENCE . THE SELECTED FENCE WILL BLEND WITH THE NATURAL ENVIRONMENT AND WILL PREVENT WILDLIFE FROM ENTERING THE SITE CAUSING DAMAGE � � r-�_,- ; ,"�.,_. ! � �� _ _ _ i - - , � AND THEREFORE PROVIDING SECURITY OF THE IMPROVEMENTS . =° � "� • [ o � � � �u � � �r s � � �► R ^ � 7 . FENCING SHALL BE MAINTAINED AS NEEDED TO PROVIDE THE INTENDED SCREENING OF THE RECORDED IMPROVEMENTS . �� , 8 . CONTRACTOR SHALL CONTACT "COLORADO ONE " ( 811 OR 1 -800-922- 1987 ) TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR SCREENING MATERIAL . I 9 . ALL SUBSTITUTION MUST BE MADE WITH PRIOR APPROVAL . 1724 GILPIN STREET , � _ - _ - _ - 10 . REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING DENVER , CO 8021 � i CONSTRUCTION . 11 . REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER . ' � i I va��PD o Gq F�! F � s . � � :' � ,�,j� :y � � �,��-- G`'-' v �: ' , . . Q . � D 5 414 � . 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ENGR . : SS DATE : 06 / 22 / 2023 o DRAWN BY : SJ CHECKED BY : GB SCALE : AS SH0WN N � r DRAWING N0 . r� w HEET - F 11 Q S 6O 0 � S - 6 USE BY SPECIAL REVIEW - USR20 - 0011 SECTION 10 , TOWNSHIP 3 NORTH , RANGE 66 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO TOTAL AREA : 81 ACRES � �`' � �� "� � �" �" � ESIGN E �NGlN1EERING 1 =1dQ Sl�+ ntluc� Avenve, $uite 3 C; ��, � Ic� l ,_. ,fi, Ct� l 'rfornwa 9 4 7 0 9 �� u I �� I ii � �� r`� = ; `�,-. -� �_._'� �� S O rr, � � � � �l � � � � � � 1' �� 1724 GILPIN STREET , DENVER , CO 8021 � v��'�,PD o�G,q�F�: F � • . ry�� , � :�� G�,-' � ��° ': ' H IGH VOLTAGE - KEEP OUT � : 0 56414 D : . . : . . � �- � : : ��' �''••. . ... .••'��c, P H O T O V O L TA I C A R RAY FSS�ONAL EN� P L EAS E CA L L �� - �� EXP . 10/31 /2025 TO CONTACT TH E PROJ ECT PERAT R AUTHORIZED PERSONNEL ONLY O O STARLILY SO LAR LLC PLANT IDENTIFICATION AT SITE ENTRANCE . WARNING LABEL FOR AGRICULTURAL SECURITY CONTACT INFO WILL BE REVISED PRIOR TO CONSTRUCTION . FENCE SPACED EVERY 100 FEET AROUND �J . 0 MWAC PERIMETER OF ARRAY . � 7 . 2 MWDC N GENERAL NOTES : SOLAR PROJ ECT � 1 . ALL SIGNS SHALL BE SHOWN ON THE MAP AND SHALL _ � ADHERE TO CHAPTER 23 , ARTICLE IV , DIVISION 2 AND Q N APPENDICES 23 - C , 23 - D AND 23 - E OF THE WELD COUNTY � CODE . ADDITIONAL SIGNAGE WILL BE INCLUDED WITHIN THE w Q � SITE AS NEEDED PER NATIONAL ELECTRICAL CODE . SECTION 10 , TOWNSHIP 3 m NORTH , RANGE 66 � � WELD COUNTY , CO 80651 N W N �, 40 . 244 ° , - 104 . 772 ° � � � � � � � � � � J J � � P H OTOVO LTA I C P OW E R P LAN T �� 0 PRELIMINARY 09/23/24 ' SUNSHARE COMMUNITY o REV. NO DESCRIPTION DATE w J L � S O LA R SHEET TITLE : � � Q m � I N Q � Q � � m PROJ . MGR . : SS PROJ . ENGR . : SS DATE : 06 / 22 / 2023 o DRAWN BY : SJ CHECKED BY : GB SCALE : AS SHOWN N � r DRAWING N0 . r� w HEET - 7 F 11 Q S O 0 � S - 7 USE BY SPECIAL REVIEW - USR20 - 0011 SECTION 10 , TOWNSHIP 3 NORTH , RANGE 66 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO TOTAL AREA : 81 ACRES � �`' � �� "� � �" �" � ESIGN E �NGlN1EERING GENERAL CIVIL NOTES : 31 . FILL MATERIAL TYPES SHALL BE IN ACCORDANCE WITH STRUCTURAL FILL TYPES LISTED IN THE GEOTECH 75 . PUBLIC UTILITY LOCATION SERVICES ( COLORADO 811 ) CAN BE REACHED BY DIALING 811 OR REPORT . 1 - S00- 922 - 1987 OR BY VISITING THEIR WEBSITE AT WWW . COLORADO811 . ORG . � =� Go s ��, � tru<� a,�en�e, S�ite 3 1 . CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE SPECIFICATIONS, COLORADO GENERAL BUILDING 32 . PLACE FILL MATERIAL IN MAXIMUM LIFTS OF 4 " TO 6 " LOOSE THICKNESS WHEN USING HAND GUIDED [� �� _� y, Cc+ l � �o � n� a 94709 CODE, WELD COUNTY ORDINANCE AND THE INTERNATIONAL BUILDING CODE . COMPACTING EQUIPMENT . SURVEY CONTROL ( CIVIL SHEETS ONLY) : 33 . PRIOR TO PLACING FILL OR COMPACTING SCARIFIED SOIL IN FOUNDATION AREAS, ALL UNSUITABLE 2 . ALL EARTHWORK AND TESTING SHALL ADHERE TO THE RECOMMENDATIONS OF THE GEOTECH REPORT, MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION AREAS . THIS SHALL INCLUDE THE REMOVAL OF 76 . HORIZONTAL COORDINATE SYSTEM : NAD 83 , COLORADO NORTH , STATE PLANE , SURVEY FEET . PROVIDED BY TERRACON CONSULTANTS, INC . PROJECT NO . 21165036 . ALL VEGETATION AND TOPSOIL, DEBRIS, LOOSE AND DISTURBED SOIL, CONTAMINATED SOIL AND OTHER 77 . VERTICAL DATUM : NAD 83 , FEET . DELETERIOUS MATERIALS THAT MAY EXIST WITHIN THE AREA OF THE PROPOSED CONSTRUCTION . 78 . ANY COORDINATES SHOWN IN CIVIL SHEETS ARE GROUND COORDINATES . 3 . EARTHWORK ON THE SITE SHALL BE OBSERVED AND EVALUATED BY THE GEOTECHNICAL ENGINEER OF 34 . IF UNDERGROUND FACILITIES ARE ENCOUNTERED DURING SITE CLEARING , CONTRACTOR SHALL RECORD ( G - EOR ) . IMMEDIATELY NOTIFY GEOR SO THAT A SOLUTION CAN BE CREATED TO PROTECT AND/OR RELOCATE ( E ) SPECIAL INSPECTIONS : - UTILITY . �� '� �i ° � '' � � � I , . � �� 4 . THE EVALUATION OF EARTHWORK SHALL INCLUDE OBSERVATION AND TESTING OF ON -SITE BACKFILL 35 . DRY AND LOW- DENSITY SOIL SHALL BE REMOVED OR WETTED AND COMPACTED IN - PLACE PRIOR TO 79 . SPECIAL INSPECTION AND TESTING FIRM SHALL SUBMIT THE FOLLOWING TO THE OWNER AND GEOR : - _ r �-`� ' '=�` MATERIAL AND OTHER GEOTECHNICAL CONDITIONS EXPOSED DURING ROAD IMPROVEMENT PLACING ADDITIONAL FILL OVER THE MATERIAL . 79 . 1 . SPECIAL INSPECTION AND TESTING REPORTS FOR THE FOLLOWING AT A MINIMUM : y � ��, � � o � � � �u � � �r s � � �► R CONSTRUCTION AT THE DIRECTION OF THE G - EOR . 36 . ORGANIC SOILS SHALL BE LEFT IN PLACE IN NON -STRUCTURAL AREAS SUCH AS WITHIN THE ARRAY AREAS . 79 . 1 . 1 . PERIODIC VERIFICATION THAT MATERIALS BELOW SHALLOW FOUNDATIONS AND EQUIPMENT `� �� 37 . VEGETATION REMOVAL SHALL ONLY TAKE PLACE IN AREAS TO BE DISTURBED, CONTRACTOR SHALL PADS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY . 5 . WHERE DEVIATIONS EXIST BETWEEN THESE SPECIFICATIONS/ DESIGN AND THE GEOTECH REPORT, THIS MINIMIZE DISTURBANCE OF VEGETATION DUE TO CONSTRUCTION ACTIVITIES . 79 . 1 . 2 . PERIODIC VERIFICATION THAT EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND WIDTH AND 1724 GILPIN STREET , DESIGN SHALL TAKE PRECEDENCE . 38 . IN LOCATIONS OF SOIL DISTURBANCE DUE TO EARTHWORK, NATIVE TOPSOIL WILL BE REMOVED, HAVE REACHED SUITABLE MATERIAL . STOCKPILED, AND EITHER REPLACED OR SPREAD ON SITE . 79 . 1 . 3 . PERIODIC CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS . DENVER , CO 8021 � 6 . NOTES AND DETAILS NOTED AS " TYPICAL, " SHALL BE USED WHENEVER APPLICABLE . SPECIFIC DETAILS AND 79 . 1 . 4 . CONTINUOUS VERIFICATION OF THE USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESS NOTES TAKE PRECEDENCE OVER TYPICAL DETAILS AND NOTES . SITE ACCESS ROADS : DURING PLACEMENT AND COMPACTION OF COMPACTED STRUCTURAL FILL. 79 . 1 . 5 . PERIODIC INSPECTION OF SUBGRADE , PRIOR TO PLACEMENT OF COMPACTED FILL, TO VERIFY 7 . DRAWINGS, SPECIFICATIONS, DETAILS, AND NOTES DEPICTED IN THIS DESIGN REPRESENTTHE FINISHED 39 . IN AREAS WHERE ROAD CROSSINGS OCCUR OVER AN EXISTING UTILITY OR FLOWLINE , KERR- MCGEE SHALL THAT EXCAVATION SITE HAS BEEN PREPARED PROPERLY . PRODUCT AND DO NOT INDICATE THE MEANS, METHODS, PROCEDURES, OR SEQUENCE OF BE CONTACTED 10- DAYS PRIOR TO EARTHWORK . �PDO ��CF CONSTRUCTION UNLESS SPECIFICALLY NOTED . 40 . SURFACE COURSE SHALL HAVE A MINIMUM COMPACTED THICKNESS OF 10 " OF CRUSHED ANGULAR SUBMITTALS : �.� ..• ••••• •.. � ,- �° :• PY G • sF AGGREGATE . :� �' � �y�o' .' , " � 8 . CHANGES OR DEVIATIONS FROM THE DRAWINGS, SPECIFICATIONS, DETAILS, AND NOTES DEPICTED IN 41 . RECLAIMED ASPHALT PAVEMENT ( RAP ) SHALL BE USED AS THE TOP 2 " OF ANY ROAD, MODIFIED TO 80 . CONTRACTOR SHALL SUBMIT CUT SHEETS AND DETAILS FOR THE FOLLOWING TO THE OWNER AND C- EOR , ;:�-- Gw/� ,�: THIS DESIGN ARE NOT ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE CIVIL ENGINEER OF CONTAIN 10% - 25 % FINES, COMPACTED AND GRADED TO MEET CDOT SPECIFICATIONS FOR A CLASS 5 OR FOR REVIEW PRIOR TO PLACEMENT : , ,, , 0 56414 � ; RECORD ( GEOR ) . 6 AGGREGATE . 80 . 1 . ' '°��.. ;��,Q PERIMETER FENCE 42 . SURFACE COURSE THICKNESS SHALL BE MEASURED AFTER FULL COMPACTION AND CONSTRUCTED 80 . 2 . FILL AND/OR STRUCTURAL FILL MATERIALS AND EQUIPMENT PAD EXCAVATION FILL MATERIALS o�FSS�ONALE��\� 9 . CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE DESIGN DRAWINGS, REPORTS, DIRECTLY ABOVE 12 " MOISTURE CONDITIONED, AND COMPACTED NATIVE SOIL. 80 . 3 . CONCRETE MIX DESIGNS EXP . 10/31 /2025 AND SITE . 43 . PRIOR TO PLACING SURFACE COURSE , GEOTEXTILE FABRIC, OR COMPACTING SCARIFIED SOILS IN ROAD 80 . 4 . SEED MIX DESIGNS EXCAVATIONS, ALL UNSUITABLE MATERIAL SHALL BE REMOVED . THIS SHALL INCLUDE THE REMOVAL OF 80 . 5 . SOIL AMENDMENT MIX DESIGN FOR RAIN GARDENS 10 . CONTRACTOR IS SOLELY RESPONSIBLE FOR DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR ALL VEGETATION AND TOPSOIL, DEBRIS, LOOSE AND DISTURBED SOIL, CONTAMINATED SOIL AND OTHER INDIRECTLY FROM CONTRACTORS OPERATIONS, REGARDLESS OF WHETHER THOSE FACILITIES ARE DELETERIOUS MATERIALS THAT MAY EXIST WITHIN THE AREA OF THE PROPOSED ROADWAY ALTERNATIVES : DEPICTED ON THESE PLANS . CONSTRUCTIONPRIOR TO PLACING FILL, SCARIFY ( OR TILL) , WET AND COMPACT NATIVE SUBBASE MATERIAL TO 12 " DEPTH MINIMUM BEFORE ADDING AGGREGATE SURFACE COURSE . 81 . THE C- EOR WILL CONSIDER ALTERNATIVES FOR MATERIALS AND PROCEDURES . HOWEVER, IT IS THE STAR LI LY 11 . CONTRACTOR SHALL ADHERE TO ALL FEDERAL, STATE, AND LOCAL SAFETY REGULATIONS . 44 . NATIVE SUBBASE MATERIAL SHALL BE COMPACTED TO 95 % MAXIMUM DRY DENSITY ( MDD ) PER ASTM CONTRACTOR ' S RESPONSIBILITY TO DEMONSTRATE THAT ALL ALTERNATIVES ARE EQUAL IN STRENGTH , D698, - 1 TO 3 % OPTIMUM MOISTURE CONTENT. PERFORMANCE, AND DURABILITY TO THE MATERIALS OR PROCEDURES SPECIFIED IN THE DESIGN . SO LAR LLC 12 . CONTRACTOR SHALL ENACT MEASURES TO PROTECT AND SAFEGUARD WORKERS AND THE PUBLIC FROM 45 . AGGREGATE SURFACE COURSE SHALL BE COMPACTED TO 95 % MDD PER ASTM D1557, 0 TO 2 % OPTIMUM $ 2 . WRITTEN APPROVAL BY THE C- EOR SHALL BE REQUIRED PRIOR TO USING ANY ALTERNATIVE . INJURY DURING CONSTRUCTION . MOISTURE CONTENT . CONSIDERATION OF ANY ALTERNATIVE SHALL NOT BE DEEMED TO IMPLY ADVANCE ACCEPTANCE BY THE 46 . GEOFABRIC SHALL CONSIST OF HP270 OR EQUIVELANT. C- EOR . THE C- EOR RESERVES THE RIGHT TO REJECT ANY ALTERNATIVE . 13 . CONTRACTOR SHALL MAINTAIN THE JOB SITE IN AN ORDERLY, CLEAN MANNER THROUGHOUT THE 47 . SITE ACCESS ROADWAYS SHALL BE CONSTRUCTED AT GRADE WITH A VERTICAL TOLERANCE OF +/- 2 " . COURSE OF THE WORK . 48 . POSITIVE DRAINAGE SHALL BE MAINTAINED ACROSS THE SITE . MATERIAL SPECIFICATIONS 5 . 0 MWAC 49 . ON -SITE ROADWAY SLOPES SHALL NOT EXCEED 5 % . 14 . CONTRACTOR SHALL NOT BLOCK LEGAL ENTRANCES OR EXITS . 83 . CODOT AGGREGATE BASE COURSE 7 . 2 MWDC TEMPORARY LAYDOWN AREAS ( IF NEEDED ) : Table 703 -3 � 15 . CONTRACTOR SHALL COMPLY WITH ALL OWNER PROVIDED CONTRACTUAL SPECIFICATIONS . CLASSIFICATION FOR AGGREGATE BASE COURSE �' 50 . IF TEMPORARY LAYDOWN AREAS ARE USED, EROSION AND SEDIMENT CONTROL SHALL BE PLACED IN SO LAR P ROJ ECT N 16 . CONTRACTOR SHALL LEAVE THE WORK AREA CLEAN AND FREE OF DEBRIS AND TRASH AT THE END OF ACCORDANCE WITH S- 12 THROUGH S- 15 . Mass Percent Passing Square Mesh Sieves � EACH DAY . 51 . TEMPORARY LAYDOWN AREAS WILL BE CLEARED AND GRUBBED ONLY IF NECESSARY . Sieve Size LL not greater than 35 LL not greater than 30 � 52 . SCARIFY ( OR TILL) NATIVE MATERIAL TO A DEPTH OF 12 " AND RECOMPACT . Class 1 Class 2 Class 3 Class 4 Class 5 Class 6 Class 7 Q 17 . CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES . 53 . PROOF ROLL COMPACTED SUB BASE NATIVE MATERIAL USING A LOADED TANDEM AXLE TRUCK . „ N 54 . COMPACTION SHALL DEEMED ADEQUATE WHEN PROOF ROLL INDICATES 1 " OR LESS DEFLECTION . 150mm (6 ) 100 � 18 . CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL CONSTRUCTION SURVEYING MONUMENTS AND 55 . COVER TEMPORARY LAYDOWN AREA WITH 4 " MIN . DEPTH OF ROAD FINISH ROCK, IF NECESSARY . 100mm (4 " ) 100 Q STAKES SET BY THE OWNER . ANY DEVIATIONS FROM EXISTING GRADES AS SHOWN ON THE PLANS SHALL 56 . TEMPORARY LAYDOWN AREAS SHALL BE REMOVED AND MITIGATED TO PRE - CONSTRUCTION GRADE BY 75mm ( 3 " ) 95- 100 � BE IMMEDIATELY REPORTED TO THE OWNER AND C- EOR . SCARIFYING OR TILLING . 60mm (2 '/z" ) 100 57 . FINALSTABILIZATION OF TEMPORARY LAYDOWN AREAS SHALL BE IN ACCORDANCE WITH S- 12 THROUGH 50mm (2" ) 95- 100 100 SECTION 10 , TOWNSHIP 3 m 19 . CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND MATERIAL QUANTITIES PRIOR TO CONSTRUCTION . S- 15 . 37 . 5mm (2 " ) 90- 100 100 � MATERIAL QUANTITIES LISTED IN THE CIVIL DESIGN ARE APPROXIMATE . 25mm ( 1 " ) 95- 100 100 NORTH , RANGE 66 o CLEARING AND GRUBBING : 19mm ( 3/4 " ) ₹ 50-90 100 WELD COUNTY , CO 80651 N 20 . CONTRACT OR SHALL CONTACT ANADARKO PATROLEUM CORPORATION , PRIOR TO PLACING ROADWAY w OR EARTHWORK WITHIN 2 FEET OF AN AREA DICTATED AS AN EASEMENT CORRIDOR, EXISTING UTILITY 4 . 75mm (#4 ) 30-65 30-50 30-70 30-65 40 244 ° 104 772 � 58 . SITE -WIDE STORMWATER MANAGEMENT IS BASED ON THE PRESERVATION OF EXISTING VEGETATION � OR FLOWLINE . ROOT STRUCTURES . 2 . 36mm (#8 ) 25-55 20-85 � � � - � � 59 . GRUBBING SHALL ONLY BE PERFORMED IN AREAS OF ROAD INSTALLATION AND WHERE NECESSARY FOR 75 µm (#200 ) 3- 15 3- 15 20 max 3- 12 3- 15 3- 12 5- 15 21 . ANADARKO PATROLEUM CORPORATION ( APC ) SHALL BE CONTACTED 3 BUSINESS DAYS BEFORE ELECTRICAL EQUIPMENT INSTALLATION . GRUBBING SHALL NOT BE PERFORMED ON A MASS SCALE ACROSS NOTE : Class 3 material shall consist of bank or it run material . �' COMMENCEMENT OF EARTHWORK IN THE STATED AREAS . A REPRESENTATIVE OF APC WILL ASSESS THE SITE . � ACTUAL DEPTHS AND LOCATIONS OF UTILITIES . A CHANGE IN DEPTH OF THE EXISTING UTILITY WILL BE 60 . IT IS THE INTENTION OF THE DESIGN THAT THE MAJORITY OF THE SITE BE MOWED OR CLEARED IN A � ASSESSED AT THAT TIME . MANNER THAT PRESERVES THE ROOT STRUCTURE OF EXISTING VEGETATION . $ 3 . GEOTECH REPORT STRUCTURAL FILL �� 61 . CLEARING SHALL BE DEFINED AS THE REMOVAL OF PLANTS AT OR ABOVE THE GROUND SURFACE . Gradation Percent finer by weight (ASTM C136) � 22 . REQUESTS FOR INFORMATION ( RFIs ) FOR CLARIFICATION OF THE INTENT OF THE DESIGN SHALL BE 62 . GRUBBING SHALL BE DEFINED AS THE REMOVAL OF ROOTS BENEATH THE GROUND SURFACE . J� SUBMITTED TO THE C- EOR . RFIs SHALL INCLUDE A DETAILED WRITTEN STATEMENT THAT INDICATES THE 4 " 100 � SPECIFIC DRAWINGS OR SPECIFICATIONS IN NEED OF CLARIFICATION AND THE NATURE OF THE TEMPORARY SOIL STOCKPILING : 3 " 70- 100 � CLARIFICATION REQUIRED . THE C- EOR SHALL RESPOND IN WRITING AND ISSUE CLARIFICATIONS AS �i NECESSARY . RESPONSES TO RFIs DO NOT CONSTITUTE APPROVED DESIGN CHANGES . No . 4 Sieve 50- 100 � 63 . EXCAVATED TOPSOIL SHALL BE KEPT SEPARATE FROM OTHER STOCKPILED MATERIAL FOR REUSE IN AREAS � REQUIRING TOPSOIL . No . 200 Sieve 50 ( max . ) 0 PRELIMINARY 09/23/24 0 23 . IF CULTURAL RESOURCES ARE LOCATED DURING CONSTRUCTION (ARCHEOLOGICAL FINDINGS 64 . EXCAVATED SOILS SHALL ONLY BE STOCKPILED IN TEMPORARY LAYDOWN AREAS . REV. NO DESCRIPTION DATE �' UNEARTHED ) , WORK SHALL STOP IN THAT AREA AND TEH CONTRACTOR SHALL IMMEDIATELY NOTIFY 65 . EXCAVATED SOILS SHALL BE REUSED ON -SITE . J PROJECT MANAGEMENT. 66 . REUSE OF EXCAVATED SOIL ON -SITE SHALL BE PLACE SUCH THAT SITE HYDROLOGY IS NOT ALTERED . Soil Properties Value `� 67 . EXCAVATED SOIL REUSE LOCATIONS SHALL BE PROVIDED TO THE GEOR FOR APPROVAL . Liquid Limit 30 ( max . ) sHEET TiT �E : 24 . OWNERS LONG TERM VEGETATION MANAGEMENT UTILIZES SHEEP GRAZING , WITH MECHANICAL 68 . EROSION AND SEDIMENT CONTROLS FOR TEMPORARY STOCKPILES SHALL BE IN ACCORDANCE WITH S- 12 � SUPPORT AS NEEDED . AS SUCH ANY SEED MIX ALTERNATIVE SHOULD BE GRAZING COMPATIBLE . THROUGH S- 15 . Plastic Limit 15 (max . ) � m z CIVI L NOTES 25 . POST CONSTRUCTION , CONTRACTOR SHOULD SUBMIT A CIVIL MAINTENANCE PLAN , DEFINING ALL GRADING : SEEDING : O Q NECESSARY CIVIL MAINTENANCE NEEDS AND ONGOING VEGETATION ESTABLISHMENT NEEDS TO _ � SUCCESSFULLY STABILIZE SOILS LONG TERM AND PRESERVE THE CIVIL INSTALL . 69 . MASS GRADING ACROSS THE SITE SHALL NOT BE PERFORMED . 84 SEEDING WILL BE DONE POST CONSTRUCTION AND ENCOMPASS GRASS LINED SWALES RAINGARDENS ~ 70 . MINOR AMOUNTS OF GRADING MAY BE REQUIRED TO MAINTAIN PIER HEIGHT TOLERANCES AND ARE ' ' ' U m EARTHWORK : INDICATED ON SHEET S- 10 THROUGH S- 16 . AND FENCED ARRAY AREA, AS WELL AS TO THE FULL LIMIT OF DISTURBANCE WHERE APPLICABLE . � 71 . GRADING SHALL NOT BE PERFORMED IN EXCLUSION ZONES . � PROJ . MGR . : SS PRo� . EN � R . : ss DATE : 06 / 22 / 2023 26 . COMPACTION STANDARD FOR NATIVE , SCARIFIED, AND RE -COMPACTED SUBGRADES SHALL BE 95 % BY 72 , ADDITIONAL GRADING AREAS THAT ARE NOT DEPICTED ON SHEET C- 204 SHALL BE EVALUATED ON A CASE $ 5 . SEEDING RATES AND PLANTING REQUIREMENTS ARE INCLUDED ON SHEET S- 7 . � � o ASTM D698 . BY CASE BASIS AS NEEDED . z DRAWN BY : SJ CHECKED BY : GB SCALE : AS SHOWN � 27 . COMPACTION STANDARD FOR STRUCTURAL FILL BENEATH FOUNDATIONS, SLABS ON GRADE , AND SITE Q � ACCESS ROADS SHALL BE 95 % MDD BY ASTM D1557 MODIFIED PROCTOR DRY DENSITY . � V DRAWING No . ( ) GRASS SWALES AND RAINGARDENS . �' 28 . MOISTURE CONTENT OF COHESIVE SOILS ( CLAYS ) TO BE COMPACTED SHALL BE - 1 % TO +3 % OPTIMUM � S H E ET 8 O F 11 Q MOISTURE CONTENT AS DETERMINED BY ASTM D1557 ( MODIFIED PROCTOR DRY DENSITY) AT THE TIME 73 . GRASS SWALES AND RAINGARDENS SHALL BE INSTALLED AT THE END OF ARRAY CONSTRUCTION TO Q � OF PLACEMENT AND COMPACTION . MINIMIZE COMPACTION AND SEDIMENTATION . � � 0 29 . MOISTURE CONTENT OF COHESIONLESS SOILS ( SAND ) TO BE COMPACTED SHALL BE -3 % TO + 2 % � � � OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D1557 ( MODIFIED PROCTOR DRY DENSITY ) AT UTILITY LOCATE : � O S � 8 THE TIME OF PLACEMENT AND COMPACTION . z 30 . PLACE FILL MATERIAL IN MAXIMUM LIFTS OF 9 " LOOSE THICKNESS WHEN USING SELF PROPELLED HEAVY 74 . PRIOR TO CONSTRUCTION CONTRACTOR SHALL CONTACT UTILITY LOCATION SERVICES TO LOCATE ALL Knowwhat'sbelow. COMPACTORS . PUBLIC AND PRIVATE UTILITIES . '�a�� befar+e yau dig USE BY SPECIAL REVIEW - USR20 - 0011 SECTION 10 , TOWNSHIP 3 NORTH , RANGE 66 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO TOTAL AREA : 81 ACRES � �`' � �� "� � �" � [� ESIGN E �NGlN1EERIN � ' J'� I „ ` _.� : . _ _ - . .—:. . �.. _ _ -_. � � = _ —_ - �� e= - - _ _ _ �—�� , , � � � - L E G E N D .. , � � �e� , ��, � , e 3 ' _ �� , � ' � , , :• _: � , _ _ . � . i 1 =10Q 51� tlu 4c A 7ue G - G �� - ' , � : _ I� � �r��c � l �≥ Y, ��7 � iFn �e� i �l '`� " 1 �� ti� � I � p f i f � � ' ' � � � $ ' ' n SOLAR PV ARRAY , �' - .; � � � � rr� .� - � iIII � � � illi � � Llll � � � illi � � _Ili � � � llli � � illi � � � l _ , � �� i�} �� ? r'j 1 � � �, �� .o�] `L � � 55 :4. i,� _ , � � �i i �' �-, � 1 PROPERTY BOUNDARY � �, / � , ; � _ � , � ' ' '� (P) PERIMETER SECURITY FENCE , ; , , �� , �� - - - - - - - - - - -. .� , - 1 ' `' ° � '� � � � , (P) ACCESS GATE � „ � i � � � � j�' � �� 1 v � i � �'. � I , y � ;' �� ' ,I I � . � -- -- , r _ , � / � , �_ � -�� . . � (P) SITE ACCESS ROAD , . ; 4a r � � " !. � � [ O � � � � � � � S d � /'� � � " _ - „ � � 'i ^ � v r_ . � y ,- 1 � � � � � � �� l n � �d� : ti �' 1 1�`.r- ` I O � �� / � r . -- �� , , i � - � '.� '; / II ' :� � . .�, r� :j . � - � ,, � � (E) GRAVEL ROAD I ,, � ' � � ��, � ��_- �! � � 1724 GILPIN STREET , � � � � � ' _ .�� , (P) LAYDOWN AREA DENVER , CO HO21 � ,, \ \ , L. / � ' (E) FLOOD ZONE � I � ' \ - � . �� - - - � ` I�� , � i r ' . _ _ - � � ` : - . � . , . , � C�.� �. .- -� : _ _ .,_. . � ' , � � V � � � , EASEMENT � � �� ' i � � � �� Op,p,p0 L/CF , ti. . �, � � � � � � �. .•......� �/�+ , � , : A 1, � � � � - - - (E) RIGHT OF WAY LWE ��'e�PY G�,j��,��'' � \ \ ' � ` � � �� -�z� �, 1 ' 465� �, ' � \ �� : Q 56414 � : � � � � = 408„ � '�, � �, �� (E) FIBER OPTIC LINE ;: � :� .: ;� � - - �' � A �� -o�� • i _ � �, . . �� _ __ .. ._. - -- � "�� ' r I = � � �1 ' '• i � � �� ( ) OVERHEAD ELECTRIC � �� ' � � � , -- - -; _ - - - _ _ � - �� - - � � -� - l � � , � �, oxu . �sS�0NALEN�'� � . 11F '� �-�_-- - � - - L, . � E � � �� t� � � i ' � � � __ �" .. EXP . 10/31 /2025 � � , � ' r ; � �. � ; � , � � � � (E) GAS � = ', / � r ` ' ` - - ' . � � , � ,� �� _, � . , _ ., � �� i 1� � � `< . e ; ��: ; (E) SECTION LINE , < � � I ; _ ,- � � � . _ � i :_ �. , ' , �I ^ ,' = SOILS BOUNDARY � � ,� _ , STAR LI LY , I i � ,, , ' ; � : `, � 2 i RESIDENTIAL SETBACK f , . , � � � SO LAR LLC % � � - GENERAL NOTES � � , < iI , , , i ; - 1 . OVERALL PROJECT SITE AREA = 28 . 43 ACRES � � � 2 . DISTURBED AREA = 0 . 47 ACRES 5 . 0 MWAC � 3 . PROJECT SITE SHALL BE STABILIZED BY SEEDING AND/OR SODDING . � , i� . ; , , ^ \ i 4 . ADDITIONAL VEGETATION MAY NEED TO BE REMOVED PRIOR TO ' ,, \ , - / _ , i � \ , �. 7 . 2 MWD 321 V I , �- CONSTRUCTION . AREAS THAT ARE NOT CLEARED/GRUBBED SHALL BE I MOWED TO A MINIMUM OF THREE INCHES . � ;�, i - - � ' X SOLAR PROJ ECT � ` I � � 5 . CONTRACTOR RESPONSIBLE FOR PRESERVATION OF EXISTING N � � �`, � � � ' � �� _ � �� VEGETATION , NOT CLEARED/GRUBBED OR MOWED , TO THE EXTENT � �� i� � , :�� - - - - - PRACTICABLE . � �. �_--' ' 6 . VEGETATION REMOVAL SHALL ONLY OCCUR WITHIN THE PROJECT w , � , � �� '! � � � BOUNDARY. w � - � `' 7 . CONTRACTOR TO REMOVE ONLY VEGETATION WHICH SHALL BE � \ rl , � - DESIGNATED BY THE OWNERS REPRESENTATIVE FOR REMOVAL AND Q , �� -- L. . � ` ` If �o� SHALL EXERCISE CARE AROUND EXISTING VEGETATION TO BE SAVED . SECTION 1 O , TOWNSHIP 3 � ' � I C O N S T R U C T I O N F E N C I N G M A Y B E I N S T A L L E D T O P R O T E C T A R E A S m � �;. - � ' ' I i THAT ARE NOT TO BE DISTURBED . N O RTH , RAN G E 66 � � � , 8 . BURNING OF DEBRIS SHALL NOT OCCUR WITHOUT APPROPRIATE �/ ELD COUNTY CO 80651 N r \ - PERMITS AND/OR AHJ AND OWNER APPROVAL . � \ N � I = ' 9 . FINAL STABILIZATION SHALL BE ACHIEVED WHEN A UNIFORM �4 � . 244 � � - 1 � 4 . 772 �� , , � . Far _r _r _ � s ,,.a � � �e, �1� .�.: ��;'��,�.� �, � � ,_ � � � � � - � � � �� -�- � � ��- �� VEGETATIVE COVER WITH AN INDIVIDUAL PLANT DENSITY OF AT LEAST � � � _ _ - � � `'�� ' � � � �� , 03� I _ �' 70% OF PRE DISTURBANCE LEVELS , OR EQUIVALENT PERMANENT , _ �l . ryJ �, _ = �o �o �`"�' _ I r I, � - _ __ �I> � - � � - �" `�` J J�- - - � � �: PHYSICAL EROSION REDUCTION METHODS HAVE BEEN EMPLOYED IN � 1 � ALL AREAS OF DISTURBED GROUND . > � -� � w - \ � � j � � � i ; , � �. , � � �. \ `� I � " ( \ � A - I � = I J � � - j: � � � � J � : \ I � � � � Q V � _ \ II, �n ` � < � � — = . � � , — — — — — — — �� ' �� I 0 PRELIMINARY 09/23/24 ��Z� . J J VC� V � � I ��r�. � � � ---' ..�I �. � `�2 � � � � � � '�i � � ^ `^ � � � . � � � . � - ' ZQZ � � ? Za> �J T „ _ � �� ".y " ° , ° � ° _ , � '� � ; �� REV. NO DESCRIPTION DATE w o � � __ I ^ "' S Q ` I ..� :�` �` 0 �if41 4AA �� _ �� , - � `. v �av � tQ '�f� Ob � 9 ' n. .-� . � . �ci ., ohn� n NW1' U1�r, �i � � � !3l = � .. �� J G � z " �' nt. � � bi5t: & -' C l y < \ . �] ? r^ � S ` � . � � �S y� — . . � ��.. �`� . � a '�a _ "t � o -- I ., � I � .. � �. � �7 . " * �f� �..,, .. q SHEET TITLE : I � i ��:. I '.� :i �-- ._. _ .. . . . ._. .. �. Y, �: � � �' � _ � ( � i � � �' � �� . Q 1 � i . ," � � � _ m !� � � �� ' �� OVERALL CIVIL SITE PLAN Q � ' ,� ' � � _ �` 9R5�.59� lJ��er_- Savrt U. /'der,un � � �� Q , �� ; 1 � � ' � � -� _ c� � �,II i I \ � / � T� � ay' a�i �� .. v� �•a�.�. � ' —�-t�'' ' u v �� - i r _ G - - � � o \ � �W CO z \ � � 1 � � m = PROJ . MGR . : SS PROJ . ENGR . : SS DATE : 06 / 22 /2023 � � � � Z N � \ � DRAWN BY : SJ CHECKED BY: GB SCALE : AS SHOWN O m \ N m \ � \ DRAWING N0 . r � � � �. w SH EET — 9 OF 11 Q o , � � �. � S - 9 1 OVERALL CIVIL SITE PLAN � S -9 1 " = 150' N Knowwhat's below. '�a�� befar+e yau dig USE BY SPECIAL REVIEW - USR20 - 0011 SECTION 10 , TOWNSHIP 3 NORTH , RANGE 66 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO TOTAL AREA : 81 ACRES � �`' � �� "� � �" � [� ESIGN E �NGlN1EERIN � , i, 1 =10Q 51'+ ntluc4c Aver7ue, Sui1e 3 i � . I, i , i, �• � l�� I , . , c� c � - � c,� `, l. : ' � � � — � , ' �>_ _ � / � � - 1, c� lifnre� ia a � � l. , � i \ h ,'� / / \ � � ` I� � A � ; � �, � � ' I \ � I i, i � �� - - � ��'� �'_� �� _ . � - � �,' , I + . :j� �� __ �` - - - , �� _ - '�,� � � � �� `�" '' `�� .�y � �. � i , ' � � �� , � � � - i � � iu � � � � , � - � � = � � � � . � �' _ 1 1 ;� r � _ � � � f, ��, � � ' �� -�� _�� , . � � _ �I "� � ; co � �a u r� i ry sa � a � k � , ' F i '� r i , . _ ..— _ - 1 ' _ �) � �.;,. l � { , � _ �., f �-:� �" � ' F I � . : � :�� .. . _ . — 't , — _"— ia '— .— —_ :A ' .— . . — ..— ._ ; _. —.. \ . . -- -. . �- ; .: j� -," �� `- � � `�" � � 1724 GILPIN STREET , �. � - ,, , ��1 . ' ' ;_� � �� DENVER , CO 8021 � , � � ,� , i t , �, , � _ � . _ : � . . ; : ., , _ � �,) �� ' ` £_ , �' ` � -, ` �,� �p,p0 L/CF L: � : N s � � : . � , : �0 ....... , � � ._ .. ' � �j � � �� /� � � • • I � � , VO� •�PY G�� '.�� . II I , . ' ':,' - , „ ;: /' . � ,' ��-- ��" ` � '�; � "' I� ` io 56414 � z . . ; � � . . � �� ' c� � � ��o,�••. .�'�� `� � FSS�ONAL EN�'� � ,, '� - � �� EXP . 10/31 /2025 `� �. , :i ; , I il I � � � ` �= E � ' l :.'�� ;; ' ,=f ;:9 c> , � I s: �. i � +I � : ! c ' STARLILY �� -I o � LF:r-j� y .' � - � I.�. ` ' SO LAR LLC � ,e� � � , � ; � , � , _� � � _ � ;- � �� - I .�- i �, , �' _ � ' ; 5 . 0 MWAC � � r ` �. �-� ' � � � �� _ � �� . � r � � � V�:. ; ; ►� 7 . 2 MWDC �� _ � _ � � �� ' `�� ' � - '� SOLAR PROJ ECT � � � \ jIS = N \ � I'. . ... C °q� - _ ' � \ � i. i II � �� - �.��),� -.r r �j.',w�> rJ ,. .:�w. '�1�.`i�':„i f I., S i .1 � � :� 'ti � �� fr L� { � � d . � - � � iµ�c.� �� '�v1�1*1Y � 1 f6'`•v$(2< a a a ha. }_.1 � � ) 4sa �} xsl� - �N _. � � �vt lv l d '. LL {I� � Q �� _ _ _ .. l,�, \v' / I jC.;l � "" ' "' � I _ .._i.. �..yl � �I � . . L! �.. � � y W ` � � . i . - . —LY—G.-�iJ— —0—�� . _4—.CI—G t n—.ft-0—fJ—" '3��: — Il N C:. � - - - i I �/�� I LL � �� /` w � n u LL I Q � � — � 2 � �� : � �, j ; , � �' hk ; c: � , \ S- 1 � � ;_�- j �, � i SECTION 10 , TOWNSHIP 3 � A �� ` � , \ � ; ,j� i � , � NORTH , RANGE 66 � �� , , � � �� , �� ' � �� - - - - - - - - - ' WELD COUNTY , CO 80651 ,, � -r = -� = -� = �- = � � I `� 1 \ KEY PLAN �4 � . 244 � � - 1 � 4 . 772 �� S - 10 1 " = 150' N � � � � > w � i � � � i J Q ( N ) ACCESS ROAD � � i � , _�;-��, ��r�� ;_� �; ,�-� , -�, ,�,��, �-�, ,�-, `J �; ,.� � ,.�;-;�� ;_�;�� -; _ 0 PRELIMINARY 09/23/24 w� � O O O O O O O O O O � O O O O C;� � R�. No DESCRIPTION DATE o � , , `� � a a a a a a a a a a a a a a a � ��'. � � C�a �oOc� , ,�`�� oC�oC�oC�oaoQ�` C�� Q�> ��oC�� C�oC�� , � � � � � SHEET TITLE : i � 14 . 3 R16 . 0 \'�, Q �� R16 . 0 14 . 3 � � � m ,� o �� %� � � � DETAILED CIVIL SITE PLAN � j � Q ; � , 15 . 3 � 25 . 0 a ,F' / '�� - � ,- � 25 . 3 � I - \ m ; - ; ; ; � ~ 19 • 7 � r\ PROJ . MGR . : SS PROJ . ENGR . : SS DATE : 06 / 22 /2023 � 100 . 0 ; � � . o �'� O C ( N ) INVERTER RACK (TYP . ) DRAWN BY : SJ CHECKED BY: GB SCALE . AS SHOWN � ( N ) TEMPORARY PARKING � DURING CONSTRUCTION ( N ) EQUIPMENT PAD (TYP . ) DRAWING No . w ' SH EET — 1 � OF 11 � � � � �_�.,� _ — ___ � � � � � _ _ — __��_ _ �_: .� _ — _— _ _ _ _ _ � _ _ _ — _ _ _ _ � _ _ Q ��.. � � � � � �..� _ _ _ � . � � . . o , � � �. � S - 10 2 DETAILED CIVIL SITE PLAN S - 10 1 " =20' N Knowwhat's below. '�a�� befar+e yau dig USE BY SPECIAL REVIEW - USR20 - 0011 SECTION 10 , TOWNSHIP 3 NORTH , RANGE 66 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO TOTAL AREA : 81 ACRES � �`' � �� "� � �" �" � ESIGN E �NGlN1EERING PERIMETER CONTROL BMPS . � =� o0 5 ��, � tru<� a,�en�e, S�ite 3 : • C; ��, � Ic� l ,_. ,fi, Ct� l 'rfornwa 9 4 7 0 9 ALL EROSION AND SEDIMENT CONTROL WORK AND BMPs SHALL ADHERE TO THE FOLLOWING DOCUMENTS : 30 . PERIMETER CONTROL BMPs SHALL BE CONSTRUCTED BEFORE UP-SLOPE GROUND COVER IS REMOVED . 1 . COLORADO DEPARTMENT OF HEALTH AND ENVIRONMENT CONSTRUCTION GENERAL PERMIT ( CGP ) NO . 31 . CLEARING , GRUBBING , AND STUMPING CAN OCCUR BEFORE SILT FENCE INSTALLATION IF GROUND COR 400000 COVER IS REMOVED . 2 . WELD COUNTY GENERAL ORDINANCE . 32 . ALL PERIMETER CONTROL BMPs SHALL BE PLACED AS CLOSE TO THE CONTOUR AS POSSIBLE SO THAT WATER WILL NOT CONCENTRATE AT LOW POINTS AND SO THAT SMALL SWALES OR DEPRESSIONS THAT 3 . WELD COUNTY CONSTRUCTION AND ENGINEERING GUIDELINES . MAY CARRY SMALL CONCENTRATED FLOWS TO THE PERIMETER CONTROL BMP ARE DISSIPATED ALONG �I �' ;; i '� ;, ITS LENGTH . � � r.--_,- ;' I.`�;' '' � �� 4 . URBAN STORM DRAINAGE CRITERIA MANUAL ( USDCM VOLUME 3 LATEST EDITION ) , PUBLISHED BY THE =° " '� • [ o � � � �u � � �r s � � �► R 33 . ENDS OF PERIMETER CONTROL BMPs SHALL BE BROUGHT UP -SLOPE SLIGHTLY SO THAT WATER PONDING ' MILE HIGH FLOOD DISTRICT . +� '�� WILL BE PREVENTED FROM FLOWING AROUND THE BMPs . 5 . ALL WORK SHALL COMPLY WITH THE CONDITIONS OF THE PERMITS OBTAINED FOR THE PROJECT AND ALL FEDERAL, STATE , AND LOCAL REGULATIONS . 34 . IF USED BENEATH A SLOPE , SILT FENCE SHOULD BE A MINIMUM OF 10 FEET FROM THE TOE OF THE 1724 GILPIN STREET , s �oPE . DENVER , CO 8021 � STANDARD STABILIZATION NOTES : 35 . SILT FENCE SHALL BE TRENCHED IN . THE TRENCH SHALL BE MADE WITH A TRENCHER, CABLE LAYING 6 . FOLLOWING INITIAL SOIL DISTURBANCE OR RE- DISTURBANCE , PERMANENT OR TEMPORARY MACHINE , SLICING MACHINE , OR OTHER SUITABLE DEVICE THAT WILL ENSURE AN ADEQUATELY STABILIZATION MUST BE COMPLETED IN ACCORDANCE WITH THE SWMP . UNIFORM TRENCH DEPTH . D�PDO LICFiIr 7 . ALL STABILIZED AREAS SHALL BE INSPECTED BY A CERTIFIED SWMP INSPECTOR . 36 . WHERE 2 SECTIONS OF PREFABRICATED SILT FENCE ARE COMBINED INTO ONE RUN , THE END POSTS a�,;..•Y••••... ,sF - SHALL BE CONNECTED TOGETHER, NOT SIMPLY OVERLAPPED . �'��P�j`° �� " � . � . TYPICAL CONSTRUCTION SEQUENCE : � � � ¢ 56414 D : 32 . SILT FENCE SHALL ALLOW RUNOFF TO PASS ONLY AS DIFFUSE FLOW THROUGH THE GEOTEXTILE . IN : � �`: 8 . INSTALL STABILIZED CONSTRUCTION ENTRANCE . RUNOFF FLOW, ONE OF THE FOLLOWING SHALL BE PERFORMED, AS APPROPRIATE : `� �° '•. :�,�� o�FSS�ONAL EN�'\� 9 . CLEAR ( GRUB IF NECESSARY) SITE FOR PERIMETER EROSION AND SEDIMENT CONTROLS ( BMP ' S ) ONLY . 32 . 1 . AN ADDITIONAL RUN OF SILT FENCE SHALL BE PLACED UPSTREAM EXP . 10/31 /2025 32 . 2 . THE LAYOUT OF THE SILT FENCE SHALL BE CHANGED 10 . INSTALL TEMPORARY PERIMETER BMPs . 32 . 3 . ACCUMULATED SEDIMENT SHALL BE REMOVED 32 . 4 . OTHER PRACTICES SHALL BE IMPLEMENTED . 11 . ROUGH GRADE ROAD ( S ) AND LAYDOWN / MATERIAL STORAGE AREA IMPORTING MATERIAL AS NECESSARY FROM ON -SITE OR OFF-SITE SOURCE PER PROPOSED GRADES PROVIDED TO CREATE OR 33 . SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THE DEPOSIT REACHES APPROXIMATELY ONE HALF OF MAINTAIN POSITIVE DRAINAGE . THE HEIGHT OF THE SILT FENCE . STARLILY 12 . INSTALL STABILIZED CONSTRUCTION ROADS . 34 . ALL STOCKPILES SHALL BE ENCIRCLED WITH AN APPROPRIATE BMP SUCH AS SILT FENCE, FIBER ROLL, OR LAR LL SEDIMENT LOGS . SO C 12 . 1 . STABILIZED CONSTRUCTION ROADS ARE CONSIDERED A BMP . IT IS THE INTENT OF THE DESIGN THAT STABILIZED CONSTRUCTION ROADS ARE INSTALLED PRIOR TO GRADING , ARRAY CONSTRUCTION , 35 . SILT FENCE FABRIC SHALL MEET THE FOLLOWING SPECIFICATIONS : AND EQUIPMENT PAD CONSTRUCTION . 13 . CONSTRUCT THE SOLAR PLANT. 35 . 2 . MAX MUM ELONGATIONGAT 60 LBS LB 15 % ( S M D 4632 ) � . 0 MWAC 35 . 3 . MINIMUM PUNCTURE STRENGTH = 50 LBS . (ASTM D 4833 ) 14 . PERFORM TEMPORARY STABILIZATION SEEDING OF DISTURBED AREAS IF REQUIRED . 35 . 4 . MINIMUM TEAR STRENGTH = 40 LBS . (ASTM D4533 ) � . 2 MWDC _ 35 . 5 . APPARENT OPENING SIZE < = 0 . 84MM ( ASTM D 4751 ) X 15 . CONSTRUCT PERMANENT BMPs . 35 . 6 . MINIMUM PERMITTIVITY = 1X1O- 2SEC . - 1 ( ASTM D 4491 ) SO LAR P ROJ ECT N 35 . 7 . WATER FLOW RATE = 15 GAL ./ MIN /SQ. FT . 0 16 . STABILIZE ALL REMAINING DISTURBED AREAS WITH PERMANENT VEGETATION OR SITE SPECIFIC 35 . 8 . UV EXPOSURE STRENGTH RETENTION = 70% ( ASTM G4355 ) � VEGETATION AS NOTED INCLUDING TOP SOILING , FERTILIZING , AND MULCHING , IF REQUIRED . Q 36 . ALL PERIMETER CONTROL BMPs SHALL BE REMOVED FOLLOWING FINAL STABILIZATION OF THE SITE AND w 17 . REMOVE CONSTRUCTION ENTRANCE , COMPLETE FINAL GRADE AND RESTORATION OF GRAVEL SUBMISSION OF NOTICE OF TERMINATION TO COLORADO DPHE . � ENTRANCE . � � ' STORMWATER CONTROL BMPs ( PERMANENT) : � 18 . STABILIZATION OF ALL AREAS DISTURBED BY REMOVAL OF BMP ' S WILL BE PERFORMED PRIOR TO FINAL INSPECTION . 37 . PERMANENT STORMWATER CONTROL BMPs INCLUDE GRASS LINED SWALES AND RAINGARDENS . . SECTION 1 O , TOWNSHIP 3 � 19 . ALL MAINTENANCE OF THE FINAL SITE AND PERMANENT BMP ' S SHALL BE CONTROLLED BY SITE OWNER . SEEDING • NORTH , RANGE 66 � � 20 . IF THE SEQUENCE OF CONSTRUCTION AND BMP INSTALLATION IS MODIFIED BY THE CONTRACTOR . THE 38 . SEEDING WILL BE DONE POST CONSTRUCTION AND ENCOMPASS THE ENTIRETY OF THE FENCED AREA, r CONTRACTOR SHALL SUBMIT TO THE ENGINEER THESE CORRECTIONS TO UPDATE THE GRADING, WELD COUNTY CO 80651 w SWALES, RAINGARDENS, AND ANYWHERE SOIL IS DISTURBED INCLUDING 12 " BEYOND PERIMETER FENCE . 40 . 2440 _ � o N EROSION AND SEDIMENT CONTROL PLAN . THE SWMP DESIGNER SHALL UPDATE THE SWMP . THESE 39 . SEEDING SHOULD BE PERFORMED WITH A NO -TILL SEED DRILL OR EQUIVALENT IN THE ARRAY AREA . � � 1 04 . 772 ) `� CHANGES SHALL BE APPROVED BY THE AHJ PRIOR TO IMPLEMENTATION . 40 . IN AREAS THAT CANNOT BE SEEDED WITH A DRILL, HAND SPREADING OR HYDROSEEDING MAY BE PERFORMED . � INSPECTIONS AND MAINTENANCE OF EROSION & SEDIMENT CONTROL BMP ' S ( TEMPORARY ) : 41 . GRASS LINED SWALES SHOULD BE ROTOTILLED, SEEDED BY HAND, AND COVERED WITH A MULCH UNTIL � � SEED HAS GERMINATED AND SPROUTED . w 21 . THE DESIGNATED SWMP INSPECTOR SHALL INSPECT ALL DISCHARGE POINTS, DISTURBED AREAS, �i MATERIAL STORAGE AREAS, STRUCTURAL CONTROLS AND CONSTRUCTION ENTRANCES/ EXITS IN ARRAY AREA SEED MIX : � ACCORDANCE WITH THE APPROVED SWMP . ALL OBSERVATIONS AND INCIDENTS OF NON - COMPLIANCE , �i CORRECTIVE ACTIONS, AND MAINTENANCE SHALL BE RECORDED IN THE SWMP INSPECTION REPORT . 42 . ALL DISTURBED AREAS AND AREAS RECEIVING EXCESS SOIL ARE TO BE SEEDED PER SECTION J EC- 2 -TEMPORARY AND PERMANENTS SEEDING (TS/ PS ) AND FOLLOW THE WELD COUNTY GUIDANCE FOR Q 22 . INSPECTIONS OF BMP ' S SHALL BE DOCUMENTED AND SIGNED BY THE CERTIFIED SWMP INSPECTOR AND RESEEDING PER THE WELD COUNTY MS4 POLLUTION PREVENTION PLAN MANUAL . �i PROVIDED TO PROJECT MANAGEMENT AND CONTRACTOR . 43 . SEEDING WILL BE DONE POST CONSTRUCTION AND ENCOMPASS THE ENTIRETY OF THE FENCED AREA, � AND ANYWERE SOIL IS DISTURBED INCLUDING 10 ' BEYOND PERIMETER FENCE . 0 PRELIMINARY 09/23/24 i 23 . IF BMP INSPECTION REPORTS DO NOT IDENTIFY INCIDENCES OF NON -COMPLIANCE , THE BMP 44 . SEEDING SHOULD BE PERFORMED WITH A HYDROMULCHER OR EQUIVALENT IN THE ARRAY AREA . � INSPECTION REPORT SHALL CONTAIN A CERTIFICATION THAT THE FACILITY IS IN COMPLIANCE WITH THE 45 . SEE SHEET S-7 FOR SEED MIX . REV. NO DESCRIPTION DATE w CGP AND THE SWMP . J `L , SHEET TITLE : 24 . IF REQUIRED, MAINTENANCE OF BMP S SHALL BE CONDUCTED BY A CERTIFIED SWMP INSTALLER AND SHALL OCCUR WITHIN 24 HOURS OF THE INSPECTION . � 0 25 . BMP ' S DETAILED IN THE EROSION AND SEDIMENT CONTROL PLAN ARE ONLY AN ESTIMATE OF WHAT EROSION AN D SEDI M ENT � NEEDS TO BE IMPLEMENTED PRIOR TO AND DURING CONSTRUCTION . IF BMP INSPECTIONS IDENTIFY CONTROL NOTES � AREAS OF THE PROJECT SITE WHERE PROPERLY INSTALLED BMP ' S ARE NOT CONTROLLING FLOW OF � SEDIMENT OFF -SITE , IT IS THE CONTRACTORS OBLIGATION TO IMPLEMENT COST EFFECTIVE/PRACTICAL m BMP ' S WHILE GRADING AND CONSTRUCTION ACTIVITIES ARE OCCURRING . 26 . EROSION AND SEDIMENT CONTROL DRAWINGS ARE SUBJECT TO ADDITIONAL, NEW AND ALTERNATIVE PROJ . MGR . : SS PRo� . EN � R . : ss DATE : 06 / 22 / 2023 N BMP ' S WHEN REQUESTED OR APPROVED BY THE ENGINEER, CERTIFIED SWMP INSPECTOR, OR AHJ . oRAwN BY : s� cHECKEo BY : GB scA � E : As sHowN 0 N � 27 . IT IS THE RESPONSIBILITY OF THE CERTIFIED SWMP INSPECTOR TO IDENTIFY ALL INCIDENTS OF DRAWING No . � � NON - COMPLIANCE , CORRECTIVE ACTIONS, AND MAINTENANCE AND ENSURE THAT PROJECT H E ET 11 F 11 � w MANAGEMENT IS ALERTED TO ALL ISSUES . - Q � 28 . SEDIMENT SHALL BE REMOVED WITHIN 24 HOURS OF SEDIMENT REACHING 1/3 HEIGHT OF PERIMETER � � � BMPs . � � � 11 29 . SEDIMENT TRACKED OFF-SITE FROM CONSTRUCTION TRAFFIC SHALL BE REMOVED FROM PAVED SURFACES WITHIN 24 HOURS OF DISCOVERY . Knowwhat'sbelow. '�a�� befar+e yau dig USE BY SPECIAL REVIEW - USR20 - 0011 SECTION 10 , TOWNSHIP 3 NORTH , RANGE 66 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO TOTAL AREA : 81 ACRES � �`' � �� "� � �" �" � ESIGN E �NGlN1EERING 1 =1dQ Sl�+ ntluc� Avenve, $uite 3 C; ��, � Ic� l ,_. ,fi, Ct� l 'rfornwa 9 4 7 0 9 24 . 0 ' (TYP . ) � / FENCE INSTALLATION NOTES : WOOD GATE POST TUBE STEEL FRAME 1 . FENCE TO BE INSTALLED IN GENERAL ACCORDANCE WITH ASTM F567 . LOCAL FENCE CONTRACTOR TO ALTER ASTM 6" DIA. MIN (TYP . ) � F567 REQUIREMENTS TO MEET SITE SPECIFIC CONDITIONS . 2 . FENCE FABRIC SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A392 , CLASS 2 . LOCKABLE LATCH � �� i '` , / 3 . STRENGTH AND PROTECTIVE COATINGS OF ALL FENCE FRAMEWORK SHALL CONFORM TO ASTM F1083 . ;� � r _ __. , � � `�,;� '� � �� / ' _ - / I I I I I I 4 . EXTENDED , END , OR PULL POST FOOTING MINIMUM CONCRETE COMPRESSIVE STRENGTH SHALL BE 2 , 500 PSI MIN . ' �, � � o � � � �u � � �r s � � �► R � � \ �: �� / z �� 5 . EXTENDED , END , OR PULL POST MINIMUM FOOTING DIAMETER SHALL BE FOUR TIMES THE LARGEST CROSS SECTION f/ � \ OF THE POST FOR POST DIAMETER UP TO 4" . 1724 GILPIN STREET , / - � wXRE MES AE � DED TO -�I \ 6 . EXTENDED , END , OR PULL POST FOOTING DEPTH SHALL BE A MINIMUM OF 4' PLUS AN ADDITIONAL 3" DEPTH FOR EACH DENVER , CO 8021 � FRAME � 1 ' POST HEIGHT INCREASE ABOVE 4' POST HEIGHT ABOVE GROUND . � � � � 7 . SWING GATE POST FOOTING DEPTHS AND DIAMETERS SHALL BE DETERMINED BASED ON ASTM F567 , TABLE 2 AND � ALTERED AS NEEDED BY FENCE CONTRACTOR . --I==q =T = _ _- _ T=�=��r=u�=��- _ =T = _ �=u�-rtfir-r,r-rtn-�rtr-rrr—iii—t+Y-rt+,—nr-rth=��=� _- = _ -_ _ ==Ff�=#1�=�sr=�= -_ _ --� _ � � �� I �u� �t�y�EC��y�� _ ��k,�,��,��C�� _��-�_��k_�� _ ��,,��,�� _� Q,P CF -"+ h�- 8 . IN AREAS WHERE EXISTING FENCES CONFLICT WITH SITE SECURITY FENCE , CONTRACTOR SHALL REMOVE AND o�.�,. .,�sF ,- H G �. Q.p,Y G � ..... � /l• - . , z Z � DISPOSE OF EXISTING FENCE . :� G� �y�° .: , . � � / � � � � � • a 56414 D : p a � 9 . DISPOSAL OFF SITE - NO MATERIALS ARE TO REMAIN ON SITE . ; ` :� �`: � .o : : Q m � Q 10 . ALL STEEL OR MALLEABLE IRON PARTS AND ACCESSORIES SHALL BE HOT- DIP GALVANIZED IN ACCORDANCE WITH �°'�Fs••..,, ,..••c�� w � S�ONAL E� _ ASTM A123 AFTER FABRICATION . ExP . � ois � i2o25 - — � � 11 . WARNING SIGNS TO BE INSTALLED AT 100' INTERVALS , CONTENTS DECIDED BY OWNER . STARLILY NOTE : SO LAR LLC 1 . FENCING SUPPLIER SHALL PROVIDE FINAL AND SEALED FENCING DRAWINGS WITH MATERIAL AND SPECIFICATION REQUIREMENTS . 2 . A KNOX PAD LOCK WILL BE PLACED ON CHAINED GATE OR KNOX BOX WITH GATE ACCESS KEYS WILL BE MOUNTED AT THE MAIN ENTRANCE FOR FIRE DEPARTMENT ACCESS . � . O MWAC �� 1 ACCESS GATE DETAILS � . 2 M W D C S-5 NTS X SOLAR PROJ ECT N o WOOD CORNER , WOOD BRACE POST WOOD LINE POST � TERMINAL OR PULL POST 6 " DIA . MIN . (TYP . ) 6 " DIA . (TYP . ) Q 6" DIA . MIN . (TYP . ) w N � � -- -- -- -- W � Q � � _ , SECTION 10 , TOWNSHIP 3 � IN - LINE STRAINER NORTH , RANGE 66 o _ � � WELD COUNTY , CO 80651 N r N - �/ WOVEN WIRE FABRIC �4 � . 244 ° , - 1 � 4 . 772 °� � � � � �� - � � � � � �' I �, I I I' � � Q �� _ _ � _ - _ __ _ __ _��_ _ _ - - - -- -- - �_ _ _ ___ $=��I== _ _ -��_ - � ' - _ _- _ � � __ � III �I� � � -� rt �=�l� -��=�1�==rtt - � �� fifi - fitl - - r+ �- � tfi -�I� -��=�1�= - I� t - � �� - rt 0 PRELIMINARY 09/23/24 -- � _��__��_� o � REV. NO DESCRIPTION DATE � z = GRADE z J 5 r\ � L `L � � � SHEET TITLE : � � ~ � � � 2o . o ' (TYP . � � z FENCING PLAN Q o � _ ' CONCRETE FOOTING 24 " DIA . (TYP . ) (j m � NOTE : � PROJ . MGR . : SS PROJ . ENGR . : SS DATE : 06 / 22 / 2023 � 1 . FENCING SUPPLIER SHALL PROVIDE FINAL AND SEALED FENCING DRAWINGS WITH MATERIAL AND SPECIFICATION � o z DRAWN BY : SJ CHECKED BY : GB SCALE : AS SHOWN � REQUIREMENTS . � r 2 . A KNOX PAD LOCK WILL BE PLACED ON CHAINED GATE OR KNOX BOX WITH GATE ACCESS KEYS WILL BE MOUNTED U DRAWING No . � AT THE MAIN ENTRANCE FOR FIRE DEPARTMENT ACCESS . w � SH EET - 5 OF 11 � o � 2 FENCE DETAILS � � S-5 NTS � � _ � J � � USE BY SPECIAL REVIEW - USR20 - 0011 SECTION 10 , TOWNSHIP 3 NORTH , RANGE 66 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO TOTAL AREA : 81 ACRES � �`' � �� "� � �" �" � ESIGN E �NGlN1EERING N �TES : 1 =1dQ Sl�+ ntluc� Avenve, $uite 3 1 . THIS DEVELOPMENT IS BEING CONSTRUCTED IN A RURAL PART OF WELD COUNTY� COLORADO . THE SITE IS LOCATED ON SECTION 10 TOWNSHIP 3 NORTH , [� �� _� y, Cc+ l � �o � n� a 9 .4709 I RANGE 66 WEST OF THE 6TH P . M . . THE SURROUNDING LAND IS PRIMARILY BEING USED FOR AGRICULTURAL, RANCHING , AND OIL/GAS PURPOSES . 2 . THIS DEVELOPMENT WILL BE CONSTRUCTED IN MULTIPLE PHASES ON LEASED LAND . I 3 . FOLLOWING THE START OF THE CONSTRUCTION OF EACH PHASE , DISTURBED AREAS WITHIN THE LIMITS OF CONSTRUCTION , SUCH AS ROADCUTS, UTILITY i TRENCHES, WASTEWATER DISPOSAL FIELDS, BUILDING SITES, REVEGETATED WITH NATIVE GRASS . 4 . OTHER AREAS WHERE EXISTING VEGETATION HAS NOT REGROWN WILL BE RESDEEDED . 5 . SCREENING SHALL REMAIN HEALTHY AND MAINTAINED TO CONTINUE TO PROVIDE VEGETATIVE GROUND COVER . NOXIOUS WEEDS WILL BE CONTROLLED ON THE SUBJECT PROPERTY ( SEE ALSO THE VEGETATION MANAGEMENT PLAN ) . 6 . FOR SECURITY AND PROTECTION OF THE PUBLIC AND WILDLIFE , THE RECORDED SOLAR FACILITY WILL BE FENCED WITH A WILDLIFE FRIENDLY DECORATIVE `� �'� �, ; ;; i �� ;. - - FENCE . THE SELECTED FENCE WILL BLEND WITH THE NATURAL ENVIRONMENT AND WILL PREVENT WILDLIFE FROM ENTERING THE SITE CAUSING DAMAGE � � r-�_,- ; ,"�.,_. ! � �� _ _ _ i - - , � AND THEREFORE PROVIDING SECURITY OF THE IMPROVEMENTS . =° � "� • [ o � � � �u � � �r s � � �► R ^ � 7 . FENCING SHALL BE MAINTAINED AS NEEDED TO PROVIDE THE INTENDED SCREENING OF THE RECORDED IMPROVEMENTS . �� , 8 . CONTRACTOR SHALL CONTACT "COLORADO ONE " ( 811 OR 1 -800-922- 1987 ) TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR SCREENING MATERIAL . I 9 . ALL SUBSTITUTION MUST BE MADE WITH PRIOR APPROVAL . 1724 GILPIN STREET , � _ - _ - _ - 10 . REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING DENVER , CO 8021 � i CONSTRUCTION . 11 . REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER . ' � i ��p,D0 LICF ��. .... ..... ... �Iis ,.. 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NO DESCRIPTION DATE 0 w ,� m � � l � r � as � � 1 SEEDING PLAN � - � I � � . � � � � !� � � � � . �� sHEET TiT �E : S-6 NTS N A, v � � l � b � �e lr� 5C� 1 � ., � 5 ] � . , � �. �d � 1 � . � � �� _ - - - . � •; t=� � v � Q � 'f � Y.W �. . . '� �.. �. u. � -, . m _ � � � , , , , , , � � , , . , � LAN DSCAPE PLAN � LEGEND � ��'�" , w� Z � -x x- SECURITY FENCE � ,r � • � , _ � II "'�, . , , � _...,, . � �� 0 Q ' � , - :... _ � � � � � � f�`-� AREA TO BE RESEEDED IF/ WHEN DISTURBED (29 . 29 ACRES) " � � � " ' ` , � - • _ ° � , :� (� \ yy . . . . F . .. � ' n . A . a . ' Y � � . u � �' � \ � �R � ` � . {.L'. - � . � Y' ;Al�` . i4 , w : w� � �y i F� It-lm � — ��R_' � � ♦ . , if � . ' 11Y � # e�Y 4 � 1 � a`�`clt t ,� t �' � ��€'� �' . . . _ _ .`'srtr��l ��✓ lf ��t �• L� r�°� t Ff,� � 1 � � � a�t 4�" 5tr�ret Rc��ci Cre�a#ey , !� [� ��631 �7L�.355.47 'i �D a�� Infa� bui#alobr�ue�d�r�sd . �com 97(� .356. 1 �fi7 fAuc � PR0J . MGR . : SS PR0J . ENGR . : SS DATE : 06 / 22 / 2023 o z DRAWN BY : SJ CHECKED BY : GB SCALE : AS SH0WN \ \ U DRAWING N0 . w � SH EET - 6 OF 11 � o o � � o S - 6 z USE BY SPECIAL REVIEW - USR20 - 0011 SECTION 10 , TOWNSHIP 3 NORTH , RANGE 66 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO TOTAL AREA : 81 ACRES � �`' � �� "� � �" �" � ESIGN E �NGlN1EERING GENERAL CIVIL NOTES : 31 . FILL MATERIAL TYPES SHALL BE IN ACCORDANCE WITH STRUCTURAL FILL TYPES LISTED IN THE GEOTECH 75 . PUBLIC UTILITY LOCATION SERVICES ( COLORADO 811 ) CAN BE REACHED BY DIALING 811 OR REPORT . 1 - S00- 922 - 1987 OR BY VISITING THEIR WEBSITE AT WWW . COLORADO811 . ORG . � =� Go s ��, � tru<� a,�en�e, S�ite 3 1 . CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE SPECIFICATIONS, COLORADO GENERAL BUILDING 32 . PLACE FILL MATERIAL IN MAXIMUM LIFTS OF 4 " TO 6 " LOOSE THICKNESS WHEN USING HAND GUIDED [� �� _� y, Cc+ l � �o � n� a 94709 CODE, WELD COUNTY ORDINANCE AND THE INTERNATIONAL BUILDING CODE . COMPACTING EQUIPMENT . SURVEY CONTROL ( CIVIL SHEETS ONLY) : 33 . PRIOR TO PLACING FILL OR COMPACTING SCARIFIED SOIL IN FOUNDATION AREAS, ALL UNSUITABLE 2 . ALL EARTHWORK AND TESTING SHALL ADHERE TO THE RECOMMENDATIONS OF THE GEOTECH REPORT, MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION AREAS . THIS SHALL INCLUDE THE REMOVAL OF 76 . HORIZONTAL COORDINATE SYSTEM : NAD 83 , COLORADO NORTH , STATE PLANE , SURVEY FEET . PROVIDED BY TERRACON CONSULTANTS, INC . PROJECT NO . 21165036 . ALL VEGETATION AND TOPSOIL, DEBRIS, LOOSE AND DISTURBED SOIL, CONTAMINATED SOIL AND OTHER 77 . VERTICAL DATUM : NAD 83 , FEET . DELETERIOUS MATERIALS THAT MAY EXIST WITHIN THE AREA OF THE PROPOSED CONSTRUCTION . 78 . ANY COORDINATES SHOWN IN CIVIL SHEETS ARE GROUND COORDINATES . 3 . EARTHWORK ON THE SITE SHALL BE OBSERVED AND EVALUATED BY THE GEOTECHNICAL ENGINEER OF 34 . IF UNDERGROUND FACILITIES ARE ENCOUNTERED DURING SITE CLEARING , CONTRACTOR SHALL RECORD ( G - EOR ) . IMMEDIATELY NOTIFY GEOR SO THAT A SOLUTION CAN BE CREATED TO PROTECT AND/OR RELOCATE ( E ) SPECIAL INSPECTIONS : - UTILITY . �� '� �i ° � '' � � � I , . � �� 4 . THE EVALUATION OF EARTHWORK SHALL INCLUDE OBSERVATION AND TESTING OF ON -SITE BACKFILL 35 . DRY AND LOW- DENSITY SOIL SHALL BE REMOVED OR WETTED AND COMPACTED IN - PLACE PRIOR TO 79 . SPECIAL INSPECTION AND TESTING FIRM SHALL SUBMIT THE FOLLOWING TO THE OWNER AND GEOR : - _ r �-`� ' '=�` MATERIAL AND OTHER GEOTECHNICAL CONDITIONS EXPOSED DURING ROAD IMPROVEMENT PLACING ADDITIONAL FILL OVER THE MATERIAL . 79 . 1 . SPECIAL INSPECTION AND TESTING REPORTS FOR THE FOLLOWING AT A MINIMUM : y � ��, � � o � � � �u � � �r s � � �► R CONSTRUCTION AT THE DIRECTION OF THE G - EOR . 36 . ORGANIC SOILS SHALL BE LEFT IN PLACE IN NON -STRUCTURAL AREAS SUCH AS WITHIN THE ARRAY AREAS . 79 . 1 . 1 . PERIODIC VERIFICATION THAT MATERIALS BELOW SHALLOW FOUNDATIONS AND EQUIPMENT `� �� 37 . VEGETATION REMOVAL SHALL ONLY TAKE PLACE IN AREAS TO BE DISTURBED, CONTRACTOR SHALL PADS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY . 5 . WHERE DEVIATIONS EXIST BETWEEN THESE SPECIFICATIONS/ DESIGN AND THE GEOTECH REPORT, THIS MINIMIZE DISTURBANCE OF VEGETATION DUE TO CONSTRUCTION ACTIVITIES . 79 . 1 . 2 . PERIODIC VERIFICATION THAT EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND WIDTH AND 1724 GILPIN STREET , DESIGN SHALL TAKE PRECEDENCE . 38 . IN LOCATIONS OF SOIL DISTURBANCE DUE TO EARTHWORK, NATIVE TOPSOIL WILL BE REMOVED, HAVE REACHED SUITABLE MATERIAL . STOCKPILED, AND EITHER REPLACED OR SPREAD ON SITE . 79 . 1 . 3 . PERIODIC CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS . DENVER , CO 8021 � 6 . NOTES AND DETAILS NOTED AS " TYPICAL, " SHALL BE USED WHENEVER APPLICABLE . SPECIFIC DETAILS AND 79 . 1 . 4 . CONTINUOUS VERIFICATION OF THE USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESS NOTES TAKE PRECEDENCE OVER TYPICAL DETAILS AND NOTES . SITE ACCESS ROADS : DURING PLACEMENT AND COMPACTION OF COMPACTED STRUCTURAL FILL. 79 . 1 . 5 . PERIODIC INSPECTION OF SUBGRADE , PRIOR TO PLACEMENT OF COMPACTED FILL, TO VERIFY 7 . DRAWINGS, SPECIFICATIONS, DETAILS, AND NOTES DEPICTED IN THIS DESIGN REPRESENTTHE FINISHED 39 . IN AREAS WHERE ROAD CROSSINGS OCCUR OVER AN EXISTING UTILITY OR FLOWLINE , KERR- MCGEE SHALL THAT EXCAVATION SITE HAS BEEN PREPARED PROPERLY . PRODUCT AND DO NOT INDICATE THE MEANS, METHODS, PROCEDURES, OR SEQUENCE OF BE CONTACTED 10- DAYS PRIOR TO EARTHWORK . �PDO ��CF CONSTRUCTION UNLESS SPECIFICALLY NOTED . 40 . SURFACE COURSE SHALL HAVE A MINIMUM COMPACTED THICKNESS OF 10 " OF CRUSHED ANGULAR SUBMITTALS : �.� ..• ••••• •.. � ,- �° :• PY G • sF AGGREGATE . :� �' � �y�o' .' , " � 8 . CHANGES OR DEVIATIONS FROM THE DRAWINGS, SPECIFICATIONS, DETAILS, AND NOTES DEPICTED IN 41 . RECLAIMED ASPHALT PAVEMENT ( RAP ) SHALL BE USED AS THE TOP 2 " OF ANY ROAD, MODIFIED TO 80 . CONTRACTOR SHALL SUBMIT CUT SHEETS AND DETAILS FOR THE FOLLOWING TO THE OWNER AND C- EOR , ;:�-- Gw/� ,�: THIS DESIGN ARE NOT ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE CIVIL ENGINEER OF CONTAIN 10% - 25 % FINES, COMPACTED AND GRADED TO MEET CDOT SPECIFICATIONS FOR A CLASS 5 OR FOR REVIEW PRIOR TO PLACEMENT : , ,, , 0 56414 � ; RECORD ( GEOR ) . 6 AGGREGATE . 80 . 1 . ' '°��.. ;��,Q PERIMETER FENCE 42 . SURFACE COURSE THICKNESS SHALL BE MEASURED AFTER FULL COMPACTION AND CONSTRUCTED 80 . 2 . FILL AND/OR STRUCTURAL FILL MATERIALS AND EQUIPMENT PAD EXCAVATION FILL MATERIALS o�FSS�ONALE��\� 9 . CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE DESIGN DRAWINGS, REPORTS, DIRECTLY ABOVE 12 " MOISTURE CONDITIONED, AND COMPACTED NATIVE SOIL. 80 . 3 . CONCRETE MIX DESIGNS EXP . 10/31 /2025 AND SITE . 43 . PRIOR TO PLACING SURFACE COURSE , GEOTEXTILE FABRIC, OR COMPACTING SCARIFIED SOILS IN ROAD 80 . 4 . SEED MIX DESIGNS EXCAVATIONS, ALL UNSUITABLE MATERIAL SHALL BE REMOVED . THIS SHALL INCLUDE THE REMOVAL OF 80 . 5 . SOIL AMENDMENT MIX DESIGN FOR RAIN GARDENS 10 . CONTRACTOR IS SOLELY RESPONSIBLE FOR DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR ALL VEGETATION AND TOPSOIL, DEBRIS, LOOSE AND DISTURBED SOIL, CONTAMINATED SOIL AND OTHER INDIRECTLY FROM CONTRACTORS OPERATIONS, REGARDLESS OF WHETHER THOSE FACILITIES ARE DELETERIOUS MATERIALS THAT MAY EXIST WITHIN THE AREA OF THE PROPOSED ROADWAY ALTERNATIVES : DEPICTED ON THESE PLANS . CONSTRUCTIONPRIOR TO PLACING FILL, SCARIFY ( OR TILL) , WET AND COMPACT NATIVE SUBBASE MATERIAL TO 12 " DEPTH MINIMUM BEFORE ADDING AGGREGATE SURFACE COURSE . 81 . THE C- EOR WILL CONSIDER ALTERNATIVES FOR MATERIALS AND PROCEDURES . HOWEVER, IT IS THE STAR LI LY 11 . CONTRACTOR SHALL ADHERE TO ALL FEDERAL, STATE, AND LOCAL SAFETY REGULATIONS . 44 . NATIVE SUBBASE MATERIAL SHALL BE COMPACTED TO 95 % MAXIMUM DRY DENSITY ( MDD ) PER ASTM CONTRACTOR ' S RESPONSIBILITY TO DEMONSTRATE THAT ALL ALTERNATIVES ARE EQUAL IN STRENGTH , D698, - 1 TO 3 % OPTIMUM MOISTURE CONTENT. PERFORMANCE, AND DURABILITY TO THE MATERIALS OR PROCEDURES SPECIFIED IN THE DESIGN . SO LAR LLC 12 . CONTRACTOR SHALL ENACT MEASURES TO PROTECT AND SAFEGUARD WORKERS AND THE PUBLIC FROM 45 . AGGREGATE SURFACE COURSE SHALL BE COMPACTED TO 95 % MDD PER ASTM D1557, 0 TO 2 % OPTIMUM $ 2 . WRITTEN APPROVAL BY THE C- EOR SHALL BE REQUIRED PRIOR TO USING ANY ALTERNATIVE . INJURY DURING CONSTRUCTION . MOISTURE CONTENT . CONSIDERATION OF ANY ALTERNATIVE SHALL NOT BE DEEMED TO IMPLY ADVANCE ACCEPTANCE BY THE 46 . GEOFABRIC SHALL CONSIST OF HP270 OR EQUIVELANT. C- EOR . THE C- EOR RESERVES THE RIGHT TO REJECT ANY ALTERNATIVE . 13 . CONTRACTOR SHALL MAINTAIN THE JOB SITE IN AN ORDERLY, CLEAN MANNER THROUGHOUT THE 47 . SITE ACCESS ROADWAYS SHALL BE CONSTRUCTED AT GRADE WITH A VERTICAL TOLERANCE OF +/- 2 " . COURSE OF THE WORK . 48 . POSITIVE DRAINAGE SHALL BE MAINTAINED ACROSS THE SITE . MATERIAL SPECIFICATIONS 5 . 0 MWAC 49 . ON -SITE ROADWAY SLOPES SHALL NOT EXCEED 5 % . 14 . CONTRACTOR SHALL NOT BLOCK LEGAL ENTRANCES OR EXITS . 83 . CODOT AGGREGATE BASE COURSE 7 . 2 MWDC TEMPORARY LAYDOWN AREAS ( IF NEEDED ) : Table 703 -3 � 15 . CONTRACTOR SHALL COMPLY WITH ALL OWNER PROVIDED CONTRACTUAL SPECIFICATIONS . CLASSIFICATION FOR AGGREGATE BASE COURSE �' 50 . IF TEMPORARY LAYDOWN AREAS ARE USED, EROSION AND SEDIMENT CONTROL SHALL BE PLACED IN SO LAR P ROJ ECT N 16 . CONTRACTOR SHALL LEAVE THE WORK AREA CLEAN AND FREE OF DEBRIS AND TRASH AT THE END OF ACCORDANCE WITH S- 12 THROUGH S- 15 . Mass Percent Passing Square Mesh Sieves � EACH DAY . 51 . TEMPORARY LAYDOWN AREAS WILL BE CLEARED AND GRUBBED ONLY IF NECESSARY . Sieve Size LL not greater than 35 LL not greater than 30 � 52 . SCARIFY ( OR TILL) NATIVE MATERIAL TO A DEPTH OF 12 " AND RECOMPACT . Class 1 Class 2 Class 3 Class 4 Class 5 Class 6 Class 7 Q 17 . CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES . 53 . PROOF ROLL COMPACTED SUB BASE NATIVE MATERIAL USING A LOADED TANDEM AXLE TRUCK . „ N 54 . COMPACTION SHALL DEEMED ADEQUATE WHEN PROOF ROLL INDICATES 1 " OR LESS DEFLECTION . 150mm (6 ) 100 � 18 . CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL CONSTRUCTION SURVEYING MONUMENTS AND 55 . COVER TEMPORARY LAYDOWN AREA WITH 4 " MIN . DEPTH OF ROAD FINISH ROCK, IF NECESSARY . 100mm (4 " ) 100 Q STAKES SET BY THE OWNER . ANY DEVIATIONS FROM EXISTING GRADES AS SHOWN ON THE PLANS SHALL 56 . TEMPORARY LAYDOWN AREAS SHALL BE REMOVED AND MITIGATED TO PRE - CONSTRUCTION GRADE BY 75mm ( 3 " ) 95- 100 � BE IMMEDIATELY REPORTED TO THE OWNER AND C- EOR . SCARIFYING OR TILLING . 60mm (2 '/z" ) 100 57 . FINALSTABILIZATION OF TEMPORARY LAYDOWN AREAS SHALL BE IN ACCORDANCE WITH S- 12 THROUGH 50mm (2" ) 95- 100 100 SECTION 10 , TOWNSHIP 3 m 19 . CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND MATERIAL QUANTITIES PRIOR TO CONSTRUCTION . S- 15 . 37 . 5mm (2 " ) 90- 100 100 � MATERIAL QUANTITIES LISTED IN THE CIVIL DESIGN ARE APPROXIMATE . 25mm ( 1 " ) 95- 100 100 NORTH , RANGE 66 o CLEARING AND GRUBBING : 19mm ( 3/4 " ) ₹ 50-90 100 WELD COUNTY , CO 80651 N 20 . CONTRACT OR SHALL CONTACT ANADARKO PATROLEUM CORPORATION , PRIOR TO PLACING ROADWAY w OR EARTHWORK WITHIN 2 FEET OF AN AREA DICTATED AS AN EASEMENT CORRIDOR, EXISTING UTILITY 4 . 75mm (#4 ) 30-65 30-50 30-70 30-65 40 244 ° 104 772 � 58 . SITE -WIDE STORMWATER MANAGEMENT IS BASED ON THE PRESERVATION OF EXISTING VEGETATION � OR FLOWLINE . ROOT STRUCTURES . 2 . 36mm (#8 ) 25-55 20-85 � � � - � � 59 . GRUBBING SHALL ONLY BE PERFORMED IN AREAS OF ROAD INSTALLATION AND WHERE NECESSARY FOR 75 µm (#200 ) 3- 15 3- 15 20 max 3- 12 3- 15 3- 12 5- 15 21 . ANADARKO PATROLEUM CORPORATION ( APC ) SHALL BE CONTACTED 3 BUSINESS DAYS BEFORE ELECTRICAL EQUIPMENT INSTALLATION . GRUBBING SHALL NOT BE PERFORMED ON A MASS SCALE ACROSS NOTE : Class 3 material shall consist of bank or it run material . �' COMMENCEMENT OF EARTHWORK IN THE STATED AREAS . A REPRESENTATIVE OF APC WILL ASSESS THE SITE . � ACTUAL DEPTHS AND LOCATIONS OF UTILITIES . A CHANGE IN DEPTH OF THE EXISTING UTILITY WILL BE 60 . IT IS THE INTENTION OF THE DESIGN THAT THE MAJORITY OF THE SITE BE MOWED OR CLEARED IN A � ASSESSED AT THAT TIME . MANNER THAT PRESERVES THE ROOT STRUCTURE OF EXISTING VEGETATION . $ 3 . GEOTECH REPORT STRUCTURAL FILL �� 61 . CLEARING SHALL BE DEFINED AS THE REMOVAL OF PLANTS AT OR ABOVE THE GROUND SURFACE . Gradation Percent finer by weight (ASTM C136) � 22 . REQUESTS FOR INFORMATION ( RFIs ) FOR CLARIFICATION OF THE INTENT OF THE DESIGN SHALL BE 62 . GRUBBING SHALL BE DEFINED AS THE REMOVAL OF ROOTS BENEATH THE GROUND SURFACE . J� SUBMITTED TO THE C- EOR . RFIs SHALL INCLUDE A DETAILED WRITTEN STATEMENT THAT INDICATES THE 4 " 100 � SPECIFIC DRAWINGS OR SPECIFICATIONS IN NEED OF CLARIFICATION AND THE NATURE OF THE TEMPORARY SOIL STOCKPILING : 3 " 70- 100 � CLARIFICATION REQUIRED . THE C- EOR SHALL RESPOND IN WRITING AND ISSUE CLARIFICATIONS AS �i NECESSARY . RESPONSES TO RFIs DO NOT CONSTITUTE APPROVED DESIGN CHANGES . No . 4 Sieve 50- 100 � 63 . EXCAVATED TOPSOIL SHALL BE KEPT SEPARATE FROM OTHER STOCKPILED MATERIAL FOR REUSE IN AREAS � REQUIRING TOPSOIL . No . 200 Sieve 50 ( max . ) 0 PRELIMINARY 09/23/24 0 23 . IF CULTURAL RESOURCES ARE LOCATED DURING CONSTRUCTION (ARCHEOLOGICAL FINDINGS 64 . EXCAVATED SOILS SHALL ONLY BE STOCKPILED IN TEMPORARY LAYDOWN AREAS . REV. NO DESCRIPTION DATE �' UNEARTHED ) , WORK SHALL STOP IN THAT AREA AND TEH CONTRACTOR SHALL IMMEDIATELY NOTIFY 65 . EXCAVATED SOILS SHALL BE REUSED ON -SITE . J PROJECT MANAGEMENT. 66 . REUSE OF EXCAVATED SOIL ON -SITE SHALL BE PLACE SUCH THAT SITE HYDROLOGY IS NOT ALTERED . Soil Properties Value `� 67 . EXCAVATED SOIL REUSE LOCATIONS SHALL BE PROVIDED TO THE GEOR FOR APPROVAL . Liquid Limit 30 ( max . ) sHEET TiT �E : 24 . OWNERS LONG TERM VEGETATION MANAGEMENT UTILIZES SHEEP GRAZING , WITH MECHANICAL 68 . EROSION AND SEDIMENT CONTROLS FOR TEMPORARY STOCKPILES SHALL BE IN ACCORDANCE WITH S- 12 � SUPPORT AS NEEDED . AS SUCH ANY SEED MIX ALTERNATIVE SHOULD BE GRAZING COMPATIBLE . THROUGH S- 15 . Plastic Limit 15 (max . ) � m z CIVI L NOTES 25 . POST CONSTRUCTION , CONTRACTOR SHOULD SUBMIT A CIVIL MAINTENANCE PLAN , DEFINING ALL GRADING : SEEDING : O Q NECESSARY CIVIL MAINTENANCE NEEDS AND ONGOING VEGETATION ESTABLISHMENT NEEDS TO _ � SUCCESSFULLY STABILIZE SOILS LONG TERM AND PRESERVE THE CIVIL INSTALL . 69 . MASS GRADING ACROSS THE SITE SHALL NOT BE PERFORMED . 84 SEEDING WILL BE DONE POST CONSTRUCTION AND ENCOMPASS GRASS LINED SWALES RAINGARDENS ~ 70 . MINOR AMOUNTS OF GRADING MAY BE REQUIRED TO MAINTAIN PIER HEIGHT TOLERANCES AND ARE ' ' ' U m EARTHWORK : INDICATED ON SHEET S- 10 THROUGH S- 16 . AND FENCED ARRAY AREA, AS WELL AS TO THE FULL LIMIT OF DISTURBANCE WHERE APPLICABLE . � 71 . GRADING SHALL NOT BE PERFORMED IN EXCLUSION ZONES . � PROJ . MGR . : SS PRo� . EN � R . : ss DATE : 06 / 22 / 2023 26 . COMPACTION STANDARD FOR NATIVE , SCARIFIED, AND RE -COMPACTED SUBGRADES SHALL BE 95 % BY 72 , ADDITIONAL GRADING AREAS THAT ARE NOT DEPICTED ON SHEET C- 204 SHALL BE EVALUATED ON A CASE $ 5 . SEEDING RATES AND PLANTING REQUIREMENTS ARE INCLUDED ON SHEET S- 7 . � � o ASTM D698 . BY CASE BASIS AS NEEDED . z DRAWN BY : SJ CHECKED BY : GB SCALE : AS SHOWN � 27 . COMPACTION STANDARD FOR STRUCTURAL FILL BENEATH FOUNDATIONS, SLABS ON GRADE , AND SITE Q � ACCESS ROADS SHALL BE 95 % MDD BY ASTM D1557 MODIFIED PROCTOR DRY DENSITY . � V DRAWING No . ( ) GRASS SWALES AND RAINGARDENS . �' 28 . MOISTURE CONTENT OF COHESIVE SOILS ( CLAYS ) TO BE COMPACTED SHALL BE - 1 % TO +3 % OPTIMUM � S H E ET 8 O F 11 Q MOISTURE CONTENT AS DETERMINED BY ASTM D1557 ( MODIFIED PROCTOR DRY DENSITY) AT THE TIME 73 . GRASS SWALES AND RAINGARDENS SHALL BE INSTALLED AT THE END OF ARRAY CONSTRUCTION TO Q � OF PLACEMENT AND COMPACTION . MINIMIZE COMPACTION AND SEDIMENTATION . � � 0 29 . MOISTURE CONTENT OF COHESIONLESS SOILS ( SAND ) TO BE COMPACTED SHALL BE -3 % TO + 2 % � � � OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D1557 ( MODIFIED PROCTOR DRY DENSITY ) AT UTILITY LOCATE : � O S � 8 THE TIME OF PLACEMENT AND COMPACTION . z 30 . PLACE FILL MATERIAL IN MAXIMUM LIFTS OF 9 " LOOSE THICKNESS WHEN USING SELF PROPELLED HEAVY 74 . PRIOR TO CONSTRUCTION CONTRACTOR SHALL CONTACT UTILITY LOCATION SERVICES TO LOCATE ALL Knowwhat'sbelow. COMPACTORS . PUBLIC AND PRIVATE UTILITIES . '�a�� befar+e yau dig USE BY SPECIAL REVIEW - USR20 - 0011 SECTION 10 , TOWNSHIP 3 NORTH , RANGE 66 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO TOTAL AREA : 81 ACRES � �`' � �� "� � �" � [� ESIGN E �NGlN1EERIN � , � I ' , : - _ - , --� , _ _ � � = _ -- _ �� = _ _ _ _ _�- .�� , _ � - - L E G E N D .. , � � �e� , ��, � , e 3 _ � F ; _ � ; _ � , i 1 =10Q 51� tlu 4c A 7ue � � � G � l,� � � I, � Rl�cr^ L: Y, �_ �e7 � ifnre� ia kJ � � l ��lt�� r ^ ' - G - I _ � ' " ` � SOLAR PV ARRAY � i � - � �o - �+ � : �� _� � � � � � � � � � � � �� r7 � ,t � �, mn � � , ., % _ �� •� ai 6 ,• > . '� - �, � � �� ` �� 1 PROPERTY BOUNDARY � �, / � , ; � _ � ' � � � ' � �' �� (P) PERIMETER SECURITY FENCE , � ; , � � � , �� - _ � - - - - - - - - - -, - - .^ �� - - `� i �' � � i � n, � _ � , � - - _ ; T`' i � � � �, I � %�� (P) ACCESS GATE � � ' „ �� ' �` v i � � 1 � � � � � % 1`� -. -- ?P' � r `-__ � � `.� I � � _ I 'V � � (P) SITE ACCESS ROAD , . ; 4a r � / `� � � � 0 � � � � � � � S d � /'� � � � - „ � � 'i ^ � v r_ . � y ,- 1 � � � � � � �� l n � �d� : ti �' 1 1�`.r- ` I O � � A� � ' / � r . �„ --- ' �� '� _ '',, � �I . ,� � _' ._ _:,� i � _ \ , ` ;I � � (E) GRAVEL ROAD . '�, = I � ' � � ` ,, ��_- ! ` , � 1724 GILPIN STREET , � � � � � � ,� � � � , (P) LAYDOWN AREA DENVER , � � � CO 8021 � � �, � � ��, � � � - - - � -- �'� (E) FLOOD ZONE � � � � � � � �� ' -- '� , , a , , � � �; i � \ �� - � i � _. --' ' -� � � � � � A � � .� -. , �-„ � � � � , \ , i I � � ,, EASEMENT � ��. � I \ �� p,DO LICF � , : A 1, � � � , - - - (E) RIGHT OF WAY LWE o � ' Y'G ,.... � �• •�� Cr� %" �• �'�P�`" I�O� . - ' / \ C ; � � . � � 465' e� � � �� ` �•� �� ; � . � = 408„ � � � �� ' ; � �� c� � (E) FIBER OPTIC LINE 1� � � � : Q 56414 � : - , . � -< . - I - __. _. � _ _ -" _ � i ; ` ; . . � � � � ( ) OVERHEAD ELECTRIC � �� `Q , � - �� - - � � -� - • • �c, , - _ — - - - - - � � ' � � �II� � � .-- - c — — c� — - - � ; 4 \ \ �_ oxu E .� ••..... ...••' �� _ , \ . , _ � � FSS�ONALE�� r � �� . - _ � ` t , _ � �`� � � �E� GAS EXP . 10/31 /2025 -� � l � A � � � � � , 1 ' � , _, : r , � �: � �� ' `�< � e �� (E) SECTION LINE , � , 'I � I � ,��, . � ,, � . � � � ' � 1� � � � =�,= SOILS BOUNDARY , � ,� , STAR LI LY i � ; � ; � , , ,, � � 2 )i RESIDENTIAL SETBACK S O LA R L LC ' ; ' 30 ' ROW JI ` �: � ; 1, GENERAL NOTES � � ; , �` � _ � ;` 1 . OVERALL PROJECT SITE AREA = 28 . 43 ACRES ; , , , � 2 . DISTURBED AREA - 0 . 47 ACRES 5 . 0 MWAC 3 . PROJECT SITE SHALL BE STABILIZED BY SEEDING AND/OR SODDING . l ` ; i� . �, �, � i � \ 4 . ADDITIONAL VEGETATION MAY NEED TO BE REMOVED PRIOR TO / _ , � ; ;, ^ �. \ , 7 . 2 MWD 321 V I � ° , �- ; CONSTRUCTION . AREAS THAT ARE NOT CLEARED/GRUBBED SHALL BE � �� I � ' � - � % MOWED TO A MINIMUM OF THREE INCHES . X SOLAR PROJ ECT � ` � � 5 . CONTRACTOR RESPONSIBLE FOR PRESERVATION OF EXISTING N � i �`, � � � �� _ � �� VEGETATION , NOT CLEARED/GRUBBED OR MOWED , TO THE EXTENT � �� '�� i, � � , :�� - - - - - PRACTICABLE . � �. �_--' ' 6 . VEGETATION REMOVAL SHALL ONLY OCCUR WITHIN THE PROJECT w , � , � � '! � � � BOUNDARY. w � - � `' 7 . CONTRACTOR TO REMOVE ONLY VEGETATION WHICH SHALL BE � \ rl , � - DESIGNATED BY THE OWNERS REPRESENTATIVE FOR REMOVAL AND Q , �� -- � � '" ` If �o' SHALL EXERCISE CARE AROUND EXISTING VEGETATION TO BE SAVED . S' ECTION 1 O TOWNSHIP 3 � ' � I CONSTRUCTION FENCING MAY BE INSTALLED TO PROTECT AREAS ' � � ' THAT ARE NOT TO BE DISTURBED . N O RTH , RAN G E 66 o � �� , 8 . BURNING OF DEBRIS SHALL NOT OCCUR WITHOUT APPROPRIATE WELD COUN I i CO O06 '�J1 N � �� 5 � � - = PERMITS AND/OR AHJ AND OWNER APPROVAL . � �� N � � �� - � � �= � '� 9 . FINAL STABILIZATION SHALL BE ACHIEVED WHEN A UNIFORM �4 � . 244 ° - 1 � 4 . 772 °� � � � rrF�` 1 ,C?rf�.( { r�,_:> . yh.ayh.i� . ' ;4 C�4l � !Y` i .� : 2 2 7 f�.l l u 7 � � ' ,�_ � � � �� '�-�'�'� � � � �,-��-��` "`= ` �' �'�'�' �=� �� VEGETATIVE COVER WITH AN INDIVIDUAL PLANT DENSITY OF AT LEAST � � � _ __ .._._ __ � ��:� E;��` � IIIII III � io3' � , R � �, _ _` R16' �� 20 I� �� 70% OF PRE DISTURBANCE LEVELS , OR EQUIVALENT PERMANENT �I � � -��, � � - _ _ > � �� ` � �� ' f ` " ' " � ` ` � PHYSICAL EROSION REDUCTION METHODS HAVE BEEN EMPLOYED IN l � � �� -- � _ � � � � , 20 � � � �� ALL AREAS OF DISTURBED GROUND . � � �_ �� . , �_ 10 . THESE DRAWINGS ARE NOT TO BE USED FOR SURVEY OR SITE Ni � �. L.L � �� ; ; [ " GEOLOCATION . � \ \ L" Il I \ � � � , � � � I � ' � , � � � � � .� � �- �r � ,� Q � R16' ��' � � = �, � k l�� Y`__ - - - - - - - - � � I 0 PRELIMINARY 09/23/24 �, I—�� 3rj ; �; � zo � ' � _ : :: �: �. .. � � �� !b,� _ � � sa > J � ' . \ ; � � o ° oti � � G � �, W == � � . � �. �. w ? � � �� ; � : 4 � � � � _ , -; _ � REV. NO DESCRIPTION DATE , W '' 'utiv � �. _ ' � . � i� � T O � �b � �r, � A _ � �J G1� z " �' nt. � h bi5t: & �" C I W � > �r'a n � ' j _. � � J -�...� S j �a � �^ � o __ � � v I , . � -. � � £' ` ". �� -_,_ 7I � � -- _- _ _ _ ._-- -- SHEET TITLE : , � S ; _ _ :; .: __ � � � _ � I, ` Y "� _, _ � 1 - _ � m ��, � �� ', � � _ _ ,, , z � � � OVERALL CIVIL SITE PLAN � � I , �. �� '� 9R5�.59� tMori: +i'orrU �:=2r:nn � Q , � � �1I � � ' � , � � -� I- C� i I � I i I \ � / � T� � d9' 4i 5i� .. v� �•au.�. :': ' —=ty'" ' u v c� ' ` ; � r — G - - U v � o \ � �W � \ O p o � � = l � PROJ . MGR . : SS PROJ . ENGR . : SS DATE : 06 / 22 /2023 � \ Z (n N � � � z DRAWN BY : SJ CHECKED BY: GB SCALE : AS SHOWN \ Z \ r � \ O DRAWING N0 . � � w � SH EET - 9 OF 11 � o o , � � � � o � S - 9 1 OVERALL CIVIL SITE PLAN z � S-9 1 " = 150' N Know what's below. '�a�� befar+e yau dig USE BY SPECIAL REVIEW - USR20 - 0011 SECTION 10 , TOWNSHIP 3 NORTH , RANGE 66 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO TOTAL AREA : 81 ACRES � �`' � �� "� � �" � [� ESIGN E �NGlN1EERIN � , i, 1 =10Q 51'+ ntluc4c Aver7ue, Sui1e 3 � • . I � . � �� I� � �rl�c^ I �cy, �, �� lifnre� ir� ka " t' ��, ti' '`, l. ' I � � � � � , � � / \ , .� i / , ' �I � \ � � � / � � � � � , , I � I \ - - - � �� I � � � . , � �, __ - - , � � �-E-.� �-- _ , � _ , � �_ - - .,. , . � , , � = =-�,� � i � - , �� , �, . , � \ �: , ,,, � �, ` � , ' � � �� . �� i ii i �� `�., � � � � �� r _ , . � ' GD � � � i i � 1 . ?� � -r` i ��' I � �-� . � . '� y C O ih+ll M U N � T Y S 4? 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I_ � c Un� _ �. _ � � i..i I� � � . ,��.rr,J.r n.� �wjp ^' . . �l"`i�'l, f I., z � � � �' Y t ,� �, - � _ � � � .� ,��.�� x- �_< > > , �,_�� , �, ��, �,:: c� � � �r -� � d � � ° Q — � - - _ , �, �; . ' �`�.:� � IIIII III I — -,. ��<.� I _ . • , , . . � � _ , , , w � ' '� � , _ -�-��-� -�-��-� - - -�--.�,--�- � �.� r-p-��-, ,:��-,: - , N C:. � - - - i I �/�� I LL � �� /` w � n u LL I Q � � - � 2 � � ��. � � � � , . � ._ � � q � ; ,� i �� ,, s- io � �; SECTION 10 , TOWNSHIP 3 � - ' I I ' _ � , ,I' � � I ''_ ,j� i � � ' NORTH RANGE 66 o ` , , � � 1,� � — i 7 � �� - - - - - - - - -� � = _� - _� - �_ - � � � WELD COU NTY , CO 80651 w o 0 `� 1 KEY PLAN �4 � . 244 � - 1 � 4 . 772 � � S- 10 1 " = 150' N � � � � > w � i � � � i J Q ( N ) ACCESS ROAD � � i � , _�;-��, ��r�� ;_� �; ,�-� , -�, ,�,��, �-�, ,�-, `J �; ,.� � ,.�;-;�� ;_�;�� -; _ 0 PRELIMINARY 09/23/24 w� � O O O O O O O O O O � O O O O C;� � R�. No DESCRIPTION DATE o � , , `� � a a a a a a a a a a a a a a a � ��'. � � C�a �oOc� , ,�`�� oC�oC�oC�oaoQ�` C�� Q�> ��oC�� C�oC�� , � � � � � SHEET TITLE : i � 14 . 3 R16 . 0 \'�, Q �� R16 . 0 14 . 3 � � � ,�,� m % ' / � �� Z � j : � o DETAILED CIVIL SITE PLAN Q ; � , 15 . 3 - � 25 . 0 q�p � / j` _ . - � \ dk� 25 . 3 U m � — ❑ , ; ; ; � ~ 19 • 7 � r� � PROJ . MGR . : SS PROJ . ENGR . : SS DATE : 06 / 22 /2023 t %� Q (,/) 0 100 . 0 �,� 0 � ( N ) INVERTER RACK (TYP . ) z DRAWN BY : SJ CHECKED BY: GB SCALE : AS SHOWN � ( N ) TEMPORARY PARKING O O � DURING CONSTRUCTION ( N ) EQUIPMENT PAD (TYP . ) U DRAWING No . � ' � SH EET - 1 � OF 11 w o � ��. � � �� :�� . � _ � _ � ��. � �� __ _ __ _ �_ _ _. _: _. _ _ ��. �. _ � �� . , o _ _ _ , � � � � o � S - 10 z 2 DETAILED CIVIL SITE PLAN S- 10 1 " =20' N Knowwhat's below. '�a�� befar+e yau dig USE BY SPECIAL REVIEW - USR20 - 0011 SECTION 10 , TOWNSHIP 3 NORTH , RANGE 66 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO TOTAL AREA : 81 ACRES � �`' � �� "� � �" �" � ESIGN E �NGlN1EERING PERIMETER CONTROL BMPS . � =� o0 5 ��, � tru<� a,�en�e, S�ite 3 : • C; ��, � Ic� l ,_. ,fi, Ct� l 'rfornwa 9 4 7 0 9 ALL EROSION AND SEDIMENT CONTROL WORK AND BMPs SHALL ADHERE TO THE FOLLOWING DOCUMENTS : 30 . PERIMETER CONTROL BMPs SHALL BE CONSTRUCTED BEFORE UP-SLOPE GROUND COVER IS REMOVED . 1 . COLORADO DEPARTMENT OF HEALTH AND ENVIRONMENT CONSTRUCTION GENERAL PERMIT ( CGP ) NO . 31 . CLEARING , GRUBBING , AND STUMPING CAN OCCUR BEFORE SILT FENCE INSTALLATION IF GROUND COR 400000 COVER IS REMOVED . 2 . WELD COUNTY GENERAL ORDINANCE . 32 . ALL PERIMETER CONTROL BMPs SHALL BE PLACED AS CLOSE TO THE CONTOUR AS POSSIBLE SO THAT WATER WILL NOT CONCENTRATE AT LOW POINTS AND SO THAT SMALL SWALES OR DEPRESSIONS THAT 3 . WELD COUNTY CONSTRUCTION AND ENGINEERING GUIDELINES . MAY CARRY SMALL CONCENTRATED FLOWS TO THE PERIMETER CONTROL BMP ARE DISSIPATED ALONG �I �' ;; i '� ;, ITS LENGTH . � � r.--_,- ;' I.`�;' '' � �� 4 . URBAN STORM DRAINAGE CRITERIA MANUAL ( USDCM VOLUME 3 LATEST EDITION ) , PUBLISHED BY THE =° " '� • [ o � � � �u � � �r s � � �► R 33 . ENDS OF PERIMETER CONTROL BMPs SHALL BE BROUGHT UP -SLOPE SLIGHTLY SO THAT WATER PONDING ' MILE HIGH FLOOD DISTRICT . +� '�� WILL BE PREVENTED FROM FLOWING AROUND THE BMPs . 5 . ALL WORK SHALL COMPLY WITH THE CONDITIONS OF THE PERMITS OBTAINED FOR THE PROJECT AND ALL FEDERAL, STATE , AND LOCAL REGULATIONS . 34 . IF USED BENEATH A SLOPE , SILT FENCE SHOULD BE A MINIMUM OF 10 FEET FROM THE TOE OF THE 1724 GILPIN STREET , s �oPE . DENVER , CO 8021 � STANDARD STABILIZATION NOTES : 35 . SILT FENCE SHALL BE TRENCHED IN . THE TRENCH SHALL BE MADE WITH A TRENCHER, CABLE LAYING 6 . FOLLOWING INITIAL SOIL DISTURBANCE OR RE- DISTURBANCE , PERMANENT OR TEMPORARY MACHINE , SLICING MACHINE , OR OTHER SUITABLE DEVICE THAT WILL ENSURE AN ADEQUATELY STABILIZATION MUST BE COMPLETED IN ACCORDANCE WITH THE SWMP . UNIFORM TRENCH DEPTH . 7 . ALL STABILIZED AREAS SHALL BE INSPECTED BY A CERTIFIED SWMP INSPECTOR . 36 . WHERE 2 SECTIONS OF PREFABRICATED SILT FENCE ARE COMBINED INTO ONE RUN , THE END POSTS ��p,D0 LICFiv / SHALL BE CONNECTED TOGETHER, NOT SIMPLY OVERLAPPED . c,� . •�,P G �sF , ," TYPICAL CONSTRUCTION SEQUENCE : :� G��° ' ' 32 . SILT FENCE SHALL ALLOW RUNOFF TO PASS ONLY AS DIFFUSE FLOW THROUGH THE GEOTEXTILE . IN � ia 56414 Ds . � -< . 8 . INSTALL STABILIZED CONSTRUCTION ENTRANCE . RUNOFF FLOW, ONE OF THE FOLLOWING SHALL BE PERFORMED, AS APPROPRIATE : ;' ,� �: .; Q ��'F''••... ....•��c, 9 . CLEAR ( GRUB IF NECESSARY) SITE FOR PERIMETER EROSION AND SEDIMENT CONTROLS ( BMP ' S ) ONLY . 32 . 1 . AN ADDITIONAL RUN OF SILT FENCE SHALL BE PLACED UPSTREAM sS�ONALE� 32 . 2 . THE LAYOUT OF THE SILT FENCE SHALL BE CHANGED EXP . 10/31 /2025 10 . INSTALL TEMPORARY PERIMETER BMPs . 32 . 3 . ACCUMULATED SEDIMENT SHALL BE REMOVED 32 . 4 . OTHER PRACTICES SHALL BE IMPLEMENTED . 11 . ROUGH GRADE ROAD ( S ) AND LAYDOWN / MATERIAL STORAGE AREA IMPORTING MATERIAL AS NECESSARY FROM ON -SITE OR OFF-SITE SOURCE PER PROPOSED GRADES PROVIDED TO CREATE OR 33 . SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THE DEPOSIT REACHES APPROXIMATELY ONE HALF OF MAINTAIN POSITIVE DRAINAGE . THE HEIGHT OF THE SILT FENCE . STARLILY 12 . INSTALL STABILIZED CONSTRUCTION ROADS . 34 . ALL STOCKPILES SHALL BE ENCIRCLED WITH AN APPROPRIATE BMP SUCH AS SILT FENCE, FIBER ROLL, OR LAR LL SEDIMENT LOGS . SO C 12 . 1 . STABILIZED CONSTRUCTION ROADS ARE CONSIDERED A BMP . IT IS THE INTENT OF THE DESIGN THAT STABILIZED CONSTRUCTION ROADS ARE INSTALLED PRIOR TO GRADING , ARRAY CONSTRUCTION , 35 . SILT FENCE FABRIC SHALL MEET THE FOLLOWING SPECIFICATIONS : AND EQUIPMENT PAD CONSTRUCTION . 13 . CONSTRUCT THE SOLAR PLANT. 35 . 2 . MAX MUM ELONGATIONGAT 60 LBS LB 15 % ( S M D 4632 ) � . 0 MWAC 35 . 3 . MINIMUM PUNCTURE STRENGTH = 50 LBS . (ASTM D 4833 ) 14 . PERFORM TEMPORARY STABILIZATION SEEDING OF DISTURBED AREAS IF REQUIRED . 35 . 4 . MINIMUM TEAR STRENGTH = 40 LBS . (ASTM D4533 ) � . 2 MWDC _ 35 . 5 . APPARENT OPENING SIZE < = 0 . 84MM ( ASTM D 4751 ) X 15 . CONSTRUCT PERMANENT BMPs . 35 . 6 . MINIMUM PERMITTIVITY = 1X1O- 2SEC . - 1 ( ASTM D 4491 ) SO LAR P ROJ ECT N 35 . 7 . WATER FLOW RATE = 15 GAL ./ MIN /SQ. FT . 0 16 . STABILIZE ALL REMAINING DISTURBED AREAS WITH PERMANENT VEGETATION OR SITE SPECIFIC 35 . 8 . UV EXPOSURE STRENGTH RETENTION = 70% ( ASTM G4355 ) � VEGETATION AS NOTED INCLUDING TOP SOILING , FERTILIZING , AND MULCHING , IF REQUIRED . Q 36 . ALL PERIMETER CONTROL BMPs SHALL BE REMOVED FOLLOWING FINAL STABILIZATION OF THE SITE AND w 17 . REMOVE CONSTRUCTION ENTRANCE , COMPLETE FINAL GRADE AND RESTORATION OF GRAVEL SUBMISSION OF NOTICE OF TERMINATION TO COLORADO DPHE . � ENTRANCE . � � ' STORMWATER CONTROL BMPs ( PERMANENT) : � 18 . STABILIZATION OF ALL AREAS DISTURBED BY REMOVAL OF BMP ' S WILL BE PERFORMED PRIOR TO FINAL INSPECTION . 37 . PERMANENT STORMWATER CONTROL BMPs INCLUDE GRASS LINED SWALES AND RAINGARDENS . . SECTION 1 O , TOWNSHIP 3 � 19 . ALL MAINTENANCE OF THE FINAL SITE AND PERMANENT BMP ' S SHALL BE CONTROLLED BY SITE OWNER . SEEDING • NORTH , RANGE 66 0 � 20 . IF THE SEQUENCE OF CONSTRUCTION AND BMP INSTALLATION IS MODIFIED BY THE CONTRACTOR . THE 38 . SEEDING WILL BE DONE POST CONSTRUCTION AND ENCOMPASS THE ENTIRETY OF THE FENCED AREA, r CONTRACTOR SHALL SUBMIT TO THE ENGINEER THESE CORRECTIONS TO UPDATE THE GRADING, WELD COUNTY CO 80651 w SWALES, RAINGARDENS, AND ANYWHERE SOIL IS DISTURBED INCLUDING 12 " BEYOND PERIMETER FENCE . 40 . 2440 _ � o N EROSION AND SEDIMENT CONTROL PLAN . THE SWMP DESIGNER SHALL UPDATE THE SWMP . THESE 39 . SEEDING SHOULD BE PERFORMED WITH A NO -TILL SEED DRILL OR EQUIVALENT IN THE ARRAY AREA . � � 1 04 . 772 ) `� CHANGES SHALL BE APPROVED BY THE AHJ PRIOR TO IMPLEMENTATION . 40 . IN AREAS THAT CANNOT BE SEEDED WITH A DRILL, HAND SPREADING OR HYDROSEEDING MAY BE PERFORMED . � INSPECTIONS AND MAINTENANCE OF EROSION & SEDIMENT CONTROL BMP ' S ( TEMPORARY ) : 41 . GRASS LINED SWALES SHOULD BE ROTOTILLED, SEEDED BY HAND, AND COVERED WITH A MULCH UNTIL � � SEED HAS GERMINATED AND SPROUTED . w 21 . THE DESIGNATED SWMP INSPECTOR SHALL INSPECT ALL DISCHARGE POINTS, DISTURBED AREAS, �i MATERIAL STORAGE AREAS, STRUCTURAL CONTROLS AND CONSTRUCTION ENTRANCES/ EXITS IN ARRAY AREA SEED MIX : � ACCORDANCE WITH THE APPROVED SWMP . ALL OBSERVATIONS AND INCIDENTS OF NON - COMPLIANCE , �i CORRECTIVE ACTIONS, AND MAINTENANCE SHALL BE RECORDED IN THE SWMP INSPECTION REPORT . 42 . ALL DISTURBED AREAS AND AREAS RECEIVING EXCESS SOIL ARE TO BE SEEDED PER SECTION J EC- 2 -TEMPORARY AND PERMANENTS SEEDING (TS/ PS ) AND FOLLOW THE WELD COUNTY GUIDANCE FOR Q 22 . INSPECTIONS OF BMP ' S SHALL BE DOCUMENTED AND SIGNED BY THE CERTIFIED SWMP INSPECTOR AND RESEEDING PER THE WELD COUNTY MS4 POLLUTION PREVENTION PLAN MANUAL . �i PROVIDED TO PROJECT MANAGEMENT AND CONTRACTOR . 43 . SEEDING WILL BE DONE POST CONSTRUCTION AND ENCOMPASS THE ENTIRETY OF THE FENCED AREA, � AND ANYWERE SOIL IS DISTURBED INCLUDING 10 ' BEYOND PERIMETER FENCE . 0 PRELIMINARY 09/23/24 i 23 . IF BMP INSPECTION REPORTS DO NOT IDENTIFY INCIDENCES OF NON -COMPLIANCE , THE BMP 44 . SEEDING SHOULD BE PERFORMED WITH A HYDROMULCHER OR EQUIVALENT IN THE ARRAY AREA . � INSPECTION REPORT SHALL CONTAIN A CERTIFICATION THAT THE FACILITY IS IN COMPLIANCE WITH THE 45 . SEE SHEET S-7 FOR SEED MIX . REV. NO DESCRIPTION DATE w CGP AND THE SWMP . J `L , SHEET TITLE : 24 . IF REQUIRED, MAINTENANCE OF BMP S SHALL BE CONDUCTED BY A CERTIFIED SWMP INSTALLER AND SHALL OCCUR WITHIN 24 HOURS OF THE INSPECTION . � 0 25 . BMP ' S DETAILED IN THE EROSION AND SEDIMENT CONTROL PLAN ARE ONLY AN ESTIMATE OF WHAT z EROSION AN D SEDI M ENT � NEEDS TO BE IMPLEMENTED PRIOR TO AND DURING CONSTRUCTION . IF BMP INSPECTIONS IDENTIFY � CONTROL NOTES � AREAS OF THE PROJECT SITE WHERE PROPERLY INSTALLED BMP ' S ARE NOT CONTROLLING FLOW OF - � SEDIMENT OFF -SITE , IT IS THE CONTRACTORS OBLIGATION TO IMPLEMENT COST EFFECTIVE/PRACTICAL U m BMP ' S WHILE GRADING AND CONSTRUCTION ACTIVITIES ARE OCCURRING . � � PROJ . MGR . : SS PROJ . ENGR . : SS DATE : 06 / 22 / 2023 26 . EROSION AND SEDIMENT CONTROL DRAWINGS ARE SUBJECT TO ADDITIONAL, NEW AND ALTERNATIVE � BMP ' S WHEN REQUESTED OR APPROVED BY THE ENGINEER, CERTIFIED SWMP INSPECTOR, OR AHJ . o z DRAWN BY : SJ CHECKED BY : GB SCALE : AS SHOWN � 27 . IT IS THE RESPONSIBILITY OF THE CERTIFIED SWMP INSPECTOR TO IDENTIFY ALL INCIDENTS OF O DRAWING No . �; NON - COMPLIANCE , CORRECTIVE ACTIONS, AND MAINTENANCE AND ENSURE THAT PROJECT w MANAGEMENT IS ALERTED TO ALL ISSUES . � S H E ET 11 O F 11 � � � 28 . SEDIMENT SHALL BE REMOVED WITHIN 24 HOURS OF SEDIMENT REACHING 1/3 HEIGHT OF PERIMETER � � � BMPs . � � S 11 Z 29 . SEDIMENT TRACKED OFF-SITE FROM CONSTRUCTION TRAFFIC SHALL BE REMOVED FROM PAVED SURFACES WITHIN 24 HOURS OF DISCOVERY . Knowwhat'sbelow. '�a�� befar+e yau dig Jan Warwick From: Sent: To: Cc: Subject: Good morning, Molly Wright Wednesday, September 25, 2024 9:11 AM Jan Warwick; Esther Gesick; Chloe White; Jessica Reid Maxwell Nader; Diana Aungst 1 MJUSR24-20-0011 This case was heard before the Planning Commission on September 3, 2024. Prior to Planning Commission, the applicant had requested to shift the layout of the solar panels. Staff supported the change as it further supported the compatibility of the area. Since Planning Commission, the applicant has requested an additional change to the solar panel layout, and has requested to change the access location to be off of County Road 31. Planning Staff received the updated map yesterday afternoon. Staff is requesting that this case be referred back to staff for further review of the proposed changes, as well as proper notification of the surrounding property owners who are further impacted by haul routes, the panel locations, and the access location. Best regards, Molly Wright Planner I Department of Planning Services 1402 N 1711 Ave Greeley, CO 80631 runt-%rtght(roxi li of Phone: (970) 400-3525 ,„ WELD WELD COUNTY, CO Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise protected from disclosure. If you have received this communication in error, please immediately notify sender by return e-mail and destroy the communication. Any disclosure, copying, distribution or the taking of any action concerning the contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited. 1 Hello