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Home My WebLink About20242496.tiffVicinity 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 STARLILY SOLAR USE BY SPECIAL REVIEW - MAJOR AMENDMENT SECTION 10 , TOWNSHIP 3 NORTH , RANGE 66 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO 25 . 58 ACRES � �, I� 1�, �► � � � PROJECT NUMBER : USR20 - 0011 � ESIGN E �NGlN1EERING . . .. . .._ . D RAW I N G I N D EX , � a� � �, � , r�<� A�e�,��, ��r� 3 ._� �. � -=��-� C; ��, � Ic� L_. y, Ct� l 'rfornwa 9 4 7 0 9 SHEET NUMBER SHEET TITLE , t� SHEET- 1 OF 16 COVER SHEET SHEET-2 OF 16 PARCEL MAP SHEET-3 OF 16 GENERAL SITE PLAN SHEET-4 OF 16 DEVOPMENT STANDARDS SHEET-5 OF 16 SECTIONS & DETAILS � � � _II i ;� �;.� �; � _�_;: f � � _ � � � ' SHEET-6 OF 16 FENCING PLAN ;� � . , � . _ ;� � � �� .� : � y _ r =-�- �'-. . SHEET-7 OF 16 LANDSCAPE PLAN = '� • [ o � � � �u � � �r s � � �► R ^ � _: �: ��, _ SHEET-8 OF 16 SIGNS . � I .M1'�� I � �. d- i � ' L � SHEET-9 OF 16 CIVIL NOTES 1724 GILPIN STREET , SHEET- 10 OF 16 OVERALL CIVIL SITE PLAN � �� kL SHEET- 11 OF 16 DETAILED CIVIL SITE PLAN DENVER , CO 8021 � SHEET- 12 OF 16 EROSION AND SEDIMENT CONTROL NOTES , . _'_ � SHEET- 13 OF 16 EROSION CONTROL PLAN � SHEET- 14 OF 16 SWMP & SITE DETAILS . . � .. . , _ SHEET- 15 OF 16 SWMP & SITE DETAILS �op,�� fl �1C��,� m d .: '. " ` . , . .,. ; . � SHEET- 16 OF 16 GRADING & DRAINAGE SITE PLANS � ��'t��'� �� ;�'�' , �� / � : ,� G� � : ' �---- , � � �� : � �fi4i4 � : . ._ _ � . _ � : . . . �. �� ,,� � . : ii � • � � + �/� i • /, �� ,f �r,1 � � / ��S°S�(�N A�- rGN��'C� EXP . 10/31 /2025 v STARLILY � � d . � .�, h . � � ' , � : � I ,.. � n �.YI .. .� . �: '. . _> .�. ' -� PROJECT SITE LOCATION S O LA R L LC , s. �. —; a ,. : _ �te d - — � 5 . 0 MWA ..:-: .��_ �ti�alo� � r.w � � �� a� ��— � �� _=, � 6 . 7 MWDC - ' ��`�� v � � - �� G `� � � :- : . . � � ' CONTACT INFORMATION � -. I�- r -� �. � , . -p.�-� r_- X SOLAR PROJ ECT N o APPLICANT : NAME ADDRESS _ Q 1 VICINITY MAP PHONE NUMBER LICENSE NUMBER w S - 1 NTS N � CONSULTANT : NAME ADDRESS � w � � PHONE NUMBER LICENSE NUMBER STATEMENT: SECTION 1 O , TOWNSHIP 3 � NORTH RANGE 66 � SIGNATURE : � � r COMMUNITY DEVELOPMENT DIRECTOR WELD COUNTY , CO 80651 N ENGINEERING DEVELOPMENT REVIEW MANAGER �40 . 244 � � - 1 04 . 772 �� PLANNING COMMISSION � � LANDSCAPE ARCHITECT 0 > w �i ENGINEER � � � �i DATE : J J � Q � �� PLANNING COMMISSION CERTIFICATION � 0 PRELIMINARY 03/29/24 i o REV. NO DESCRIPTION DATE � w THIS IS TO CERTIFY THAT THE WELD COUNTY PLANNING COMMISSION HAS CERTIFIED AND � DOES HEREBY RECOMMEND TO THE BOARD OF COUNTY COMMISSIONERSM WELD sHEET TiT �E : COUNTY COLORADO , FOR ITS CONFIRMATION , APPROVAL AND ADOPTION THIS SITE _ SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW AS SHOWN AND DESCRIBED � HEREON m THIS DAY OF ,_ � COVER SHEET Q � Q � m CHAIR , WELD COUNTY PLANNING COMMISSION PROJ . MGR . : SS PROJ . ENGR . : SS DATE : 06 / 22 / 2023 PROPERTY OWNERS CERTIFICATION o DRAWN BY : SJ CHECKED BY : GB SCALE : AS SHOWN N � r DRAWING N0 . r� \ HEET - 1 F1 �' I , , OF PETERSON SCOTT DO HEREBY AGREE TO THE SITE SPECIFIC DEVELOPMENT S O � � PLAN AND USE BY SPECIAL STANDARDS REVIEW AS DESCRIBED � HEREON o THIS DAY OF ,_ � � � � SIGNATURE PRINTED NAME STARLILY SOLAR USE BY SPECIAL REVIEW - MAJOR AMENDMENT SECTION 10 , TOWNSHIP 3 NORTH , RANGE 66 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO 25 . 58 ACRES � �, I� 1�, �► � � � PROJECT NUMBER : USR20 - 0011 � ESIGN E �NGlN1EERING 1 =1dQ Sl�+ ntluc� Avenve, $uite 3 C; ��, � Ic� l ,_. ,fi, Ct� l 'rfornwa 9 4 7 0 9 , � � � APN ADJACENT ZONNING SUBDIVISION USES �' � i APN : 1 21 1 04400005 �', APN : 1 21 1 04400002 APN : 121103400010 121110200018 AGRICULTURAL 121110200016 RESIDENTIAL 12111 2 1 A RI LT RAL ; ; ' � 0 000 9 G CU U APN : 121103300004 121110200020 AGRICULTURAL � �' i ;� ,' u � 121110100014 AGRICULTURAL � � ' ' ' i � � �_ _ _ � I APN : 121104400001 - _ - - r`__F ; _`�;' ! - APN : 121103300005 121110100025 COMMERCIAL �: � �� o � � � �u � � �r s � � �► R ^ � : � _ �� 121110100023 AGRICULTURAL � �I ;� I . APN : 1 21 1 0400001 8 � �� APN : 121110100026 121110100024 AGRICULTURAL 121110100026 AGRICULTURAL 1724 GILPIN STREET , � 121110000010 AGRICULTURAL DENVER , CO 8021 � — .a APN : 1 21 1 04400006 �' 121103400010 AGRICULTURAL �,, PV SOLAR PROJECT LOCATION - 25 . 58 ACRES I I! ' 121103300005 AGRICULTURAL �, I I 1114417 SQ FEET ', II I � � I ! APN : 121110200019 121103300004 AGRICULTURAL � fl !�1 APN : 1 21 1 091 0001 7 i � �, � 121104400002 AGRICULTURAL �,�o� .•••••., �2�' , � .•• ,� •.,�'� " "'° ' � APN : 1 21 1 1 01 00025 �:`,��'� ��f'c� .�,`�� ;� 121104400001 AGRICULTURAL . » - , � . ;�._ G�"' � • l: � . � : �. � �fi4i 4 . . c� � I — — , . , APN : 12111 2 1 � • 0 000 6 121104000018 REAL STATE ASSD , . . � � � I 'I �� "' ��ry : i �` . „ "J' �� * �{r • r APN : 1 21 1 091 00023 �'.� •.•_# « ., • •' .��`� 121104400005 AGRICU LTU RAL F -� S C S N � t� � � � APN : 1 21 1 1 01 0001 4 EXP . 10/31 /2025 �� APN : 1 21 1 091 00022 ;---- _ _ � 121104400006 AGRICULTURAL I ; I � 121109100017 AGRICULTURAL , ', I I , ' � I I APN : 121110100023 121109100023 AGRICULTURAL ' ', APN : 1 21 1 1 0200020 � 121109100018 AGRICULTURAL STAR LI LY APN : 1 21 1 091 0001 8 I 121109100022 AGRICU LTU RAL , SO LAR LLC i I APN : 121110100024 121109100013 AGRICULTURAL I ' I APN : 1 21 1 09000009 APN : 121109100013 I � 121109000009 REAL STATE ASSD ; � � 121109400016 AGRICULTURAL 5 . 0 MWAC - - - - ! ' � - SUBJECT PARCEL V . 7 M W D C - APN : 1 21 1 1 020001 8 X - APN : 1 21 1 1 000001 0 SO LAR P ROJ ECT � o APN : 1 21 1 0940001 6 � I II Q I II � w N � I � W � Q � 2 PARCEL MAP SECTION 10 , TOWNSHIP 3 m s-2 NTs N N O RTH , RAN G E 66 � � WELD COUNTY , CO 80651 � r N (40 . 244 ° , - 104 . 772 °) � � USE BY SPECIAL REVI EW STAN DARD NOTES : � 0 1 . FAILURE TO OBTAIN A BUILDING PERMIT WITHIN TWELVE ( 12) MONTHS AFTER THE DATE OF USE BY SPECIAL REVIEW APPROVAL SHALL CAUSE THE UNBUILT PORTION OF � THIS USE BY SPECIAL REVIEW TO BE NULL AND VOID , UNLESS AND EXCEPTION WAS GRANTED . � � � 2 . APPROVAL OF SITE CONSTRUCTION PLANS BY THE WELD COUNTY SHALL BE REQUIRED (AS APPLICABLE) PRIOR TO ISSUANCE OF BUILDING PERMITS . � J J Q 3 . FOR AN EXPANSION OF THE USE IN FUTURE PHASES , THE APPLICANTS SHALL SUBMIT A SEPARATE USE BY SPECIAL REVIEW , WHICH MUST BE APPROVED PRIOR TO �� ISSUANCE OF A BUILDING PERMIT . � 0 PRELIMINARY 03/29/24 0 4 . SIGNAGE SHOWN ON THIS PLAN IS FOR ILLUSTRATIVE PURPOSES ONLY . A SEPARATE SIGN PERMIT SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL . REv. No DESCRIPTION �ATE � w � 5 . ALL EXISTING AND PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND . SHEET TITLE : 6 . NO BUILDING PERMIT SHALL BE ISSUED FOR THE CONSTRUCTION OF A NEW BUILDING OR STRUCTURE UNLESS THE PROPERTY HAS BEEN PLATTED IN ACCORDANCE WITH � THE CITY' S SUBDIVISION REGULATIONS (CHAPTER 3) . Q m PARCEL MAP � � 7 . ALL ELEVATIONS SHOWN ON THESE PLANS ARE TIED TO NAVD 88 DATUM . � Q � m 8 . ALL REQUIRED APPROVALS AND COPIES OF EXECUTED EASEMENTS , SUCH AS TEMPORARY CONSTRUCTION EASEMENTS , PERMANENT MAINTENANCE EASEMENTS , CROSS ACCESS EASEMENTS , OR CROSS - PARKING EASEMENTS SHALL BE PROVIDED TO THE CITY PRIOR TO APPROVAL OF THE USE BY SPECIAL REVIEW AND CIVIL CONSTRUCTION PROJ . MGR . : SS PRo� . ENCR . : ss DATE : 06 / 22 / 2023 PLANS . o DRAWN BY : SJ CHECKED BY : GB SCALE : AS SHOWN N � r DRAWING N0 . r� w HEET - 2 F 1 Q S O 6 0 � S - 2 STARLILY SOLAR USE BY SPECIAL REVIEW - MAJOR AMENDMENT SECTION 10 , TOWNSHIP 3 NORTH , RANGE 66 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO 25 . 58 ACRES � �, I� 1�, �► � � � PROJECT NUMBER : USR20 - 0011 � ESIGN E �NGlN1EERING , _ , T PV SYSTEM DESCRIPTION SITE DATA � �tpp 5 ��, � tru<� a,�en�e, S�ite 3 � ; Y ; � \ � : ^� ' � .. ` - . � ��; i -, � ` � _ ' � � ! � � '� DESCRIPTION r; �� a�� ,_ �, c�, rffo � �,� a 9 .a � a � � ' � � � < <�u � �k� S- 5 ' � TOTAL MWDC 6 . 74 � �� - ,.�� :o � _ . - - - ZONING AGRICULTURAL , v . � .l" I( lu�q/meunil' LernU . _ ' � � � --� - `�-- � �,� �� ,� �>� E � 58 4 , � � - _� � TOTAL M WAC 5 . 04 - ----_ � — — — — — — - - — — — — — — — — — - - — — — - - — — i- — , -�,. � 3�zot ' - . . ; . . : ;-,: 1_\ ... � . ._ . _.... . � , .. ' ° ' ;� � '� ' __ � _ _ _ DC-AC RATIO 1 . 34 PRIMARY LAND USE AGRICULTURAL � � ,� � ., . ,- ' .'�, . ' �,. A i � � % I � � � � � m = T MODULE MANUFACTURER CANADIAN SOLAR ACCESSORY LAND USE OILAND GAS PRODUCTION , m � ( N ) EQUIPMENT PAD � � � � � � ,; , , ' � � ;� � � a , j MODULE MODEL CS7N -695TB-AG SITE AREA REQUIRED PROVIDED , � � � SITE ENTRANCE ( N ) TRANSFORMER \` " MODULE WATT 695 BUILDING COVERAGE N /A N /A ' �� PROPERTY LINE (TYP . ) z , � = ° � � �' MODULE COUNT 9 , 707 - �� ; , � , � � � � - � � �,� �� DRIVE, PARKING, AND � � �' , ,, i ; � > , w � I �� N /A N /A � � � N INVERTER TYP . m ^ � ; � ' ' WALKS r-�_= �' ._ :�..'. ' ( ) ( ) � �, I � ^ T I i ; ^ MAXIMUM DC VOLTAGE 1 , 500 _� _ � �� i � � Ilj � � y � � � 673 . 9 A : , - , OPENSPACE 10% NA � � • ' [ o � � � �u � � �r s � � �► � � w � . a � � � MODULES PER STRING 17 � ,�� , � , � ; �. �� I � a_� � � � / \ '[i ' I � a � � � � � I ' � ' ' �� n / `� CHINT POWER PARKING REQUIRED PROVIDED a � � � ;. � ; a � j , �_; INVERTER MANUFACTURER � � ' � I � _ � � , � � s � ,�� ; I � � ' SYSTEMS STAN DARD SPACES N �A N �A `� \ � � ' I� I� � � � �� , " B I � � INVERTER MODEL CPS SCA60KTL 1724 GILPIN STREET \ ' � � � COMPACT SPACES N /A N /A a ` , , � '� � � � � �, ' ' �� i� � - � � � � iNVERTER couNr s4 DENVER CO 8021 � � — � � � � ADA SPACES N /A N /A � i - � � � - E; 'i � MODULE MOUNTING SINGLE AXIS TRACKER � � � ' � , �!� � � � 89�� 37701 � � �� A \ �� , MOUNTING LOADING SPACES N �A N �A � � � � 78 ' 9 �� -'<<'� w� �, � ,� � . A � � �. CONFIGURATION 1 HIGH � =Y ia e �r BICYCLE N /A N /A � .. ., ?. � � II IiliP � -P J � � T � 2 � �i � �� 216 . 5 PROJECT ACRES 5 . 58 � � SETBACKS REQUIRED PROVIDED � �} B _ , __ � � �� .. . �' ��: : . � -:'. -:-: �.-: `��wti:. � � � \ . Y p � � ` � � _ - � � � � � � � � � LEGEND � � ; r, - - FRONT 25 >25 p,4�� fl �-�C� ,, -- - � -- � � _ _ - - _ - � - - - - - - - - - � , \ �� 500 ' SETBACK � � �"��.• •'�•�••.;�''�'�' I - ' I 85 MODULE TRACKER ROW 104 C+ . . � � � � _ — — — — —, — — �o — � � � A ' , � FROM RESIDENCE � � SIDE 25 >25 � ��,� � ��- ,- , " �� I ° � � 493 . 7 � � �� 51 MODULE TRACKER ROW (17) � ��` � • ' - I � � - , - _ _ _ � � � __ _ - � GATE REFER TO REAR 25 ' >25 ' �� f� : � �fi4i 4 � • � / ( E� GAS LINE � I I F ° _ - 1 - PROPERTY LINE ` � _ � DETAIL 1 �S-6 � o 0 8' HIGH SECURITY FENCE '' � '�' � � ' : C� � : CORNER 25 ' >25 ' %''� = � � !, / � I ° � 70 � � ��' .-,.. . ., , , �- g _ � J� �I TEMPORARY PARKING � � � �� EQUIPMENTRACK - SAT PARKING 25 >25 � FS�� N��.'�� ' NA DURING CONSTRUCTION ` �` - �' 2o' ACCESS ROAD BUILDING DESIGN REQUIRED PROVIDED EXP . 10/31 /2025 1 ' � t t � � � , � t - , - . �,> �- � �v — . a � � - � O = � _ � � ' i i� r. l i = _ �� _ � 1 a .,: I - - Y : - _ _ 1 � z � � � � � � PS�A WELL (TYP . ) � / , '� . � � TEMPORARY PARKING ELEMENTS — � o i I " -, �" ,; I � (E) OVERHEAD UTILITY LINE FLOOR AREA RATIO � � � — � � o� ' q . ° ;; ? � - , I i . . - - - .. �u � � � I � � � �" � � � `� 50' SETBACK ( COMMERCIAL N �A N �A � U� � � � - � PROJECTS ONLY) i � � � � � _ � � 1109 . 4 ` � J - , i � � FROM WELL �� , I � � - - I �_ � � - - - J � � ' 87 8 m DENSITY ( RESIDENTIAL STARLILY � '', - - - -- -- - - -- - - - - - N N /A N /A - -- - -- -- � � ' T P ROJ ECTS O N LY) � � � � w / ��, � � �� _ �� ti , � SO LAR LLC \ _ _ , ;; ' MAXIMUM BUILDING N A N A � '', - IIII � / / , � � HEIGHT ; � �, I I , i , E ° �-: r- i \ _ " �� / co B TRANSPARENCY N /A N /A ' � ', _ , I I I � ' ' ` .`� . \ - - � � HOURS OF OPERATION N /A N /A , ; , _ . 5 . 0 MWAC $ NUMBER OF N /A N /A \ , � ,;I ° ° I , � � _ i ,7� - - - _ ,. '��A ; ( � � _ i = _ - _ � '.. � I � � � ' ' � ; � EMPLOYEES � � � I� I ; - OTHER USE SPECIFIC N A N A � . 7 MWDC _ � � / / , I I INFORMATION � � E FENCE � � , I � ) X �, N ; \ \ � - 26. 7 SO LAR P ROJ ECT � � , �\ \ � , I � � � - 2�, � ; � � , � �- 5 6� � � i � , Q ; '' � � — - . — � � � ` � . , ., � , � w � a � i � — 45 � CONTOUR , � — _ _ _ � � � � � , s8,�� s� z a� W �g5.�s ��,_�o � � LINE (TYP . ) — — � � � � AT m0 \ mO \ oc W La To � I � I i . ;A � 86 . 8 ym � � PA � \ \ "I :� I a A bm nA � , � � vz \ .. . B \ rF i,. ?� O GE "� � , " ^ z ti �,� � �'� � � � �� SECTION 10 TOWNSHIP 3 � _ _ � � � — — � p � e �� . . � .. .. :� � ` ^ � : � M � m ` \ z ' II � � , � �- � � II � I , �' a — - — -- - �- � I � — .. � ��ii� r�� ibi'f�ik 'i �)i � � i � W P � � �, , _ F � � _ � ; 689 . 6 NORTH , RANGE 66 ' � ,` , '.," �� c a : o �� i �� , � � r � ti q m � �I � „v in ��& 'l l' = V � � � � � �n I I + � C � 1` � � T�� ( E) UTILITY OVERHEAD POWER LINE . � � � ' ; ,`, , 3F c �' ? � 3 � � � WELD N I i 1 r ' o s- 5 o G , \ COU , CO 8065 w PV SOLAR SYSTEM — POI � � � I ,No m � �, � 4 � . 244 � — 1 � 4 . 772 � � � ( POINT OF INTERCONNECTION ) . � � I , ` n = �m � '— -- - - — — — __ � � II 9f � � � n - - __ LOCATION TO BE FIELD VERIFIED . ` _ � � � ' - - � � � �, m � � � _ , � � � u �� l J m- �_ � N �� , � � '�� ° � � d'l)!4P-IR(- U � � m � - � 7� fl iRE�VTL 1RCF1 in � � . _ Oimrr',A�wiQ Pekirnn " � � � 985.09' � � II — — — � i - - - - - - - - - - - - - - - - __ —�- , � .. - � _ _ — o i W _ _ _ _ _ - - - � . � . . � � S 8., 42 �n" W 548.83 � � � � I = o , . . . � � ' z � : o ' ` ,. o � � I 'i . x. > ; J m � . o m n � �� . \ -. .:. z y I � � � ? � m � = Z \ Z F J " : � LJ D m � � � � . . _ A J �, s _ z � ~ � Q \ ` , � \ ` I � I � SOIL TYPE LINE � 0 PRELIMINARY 03/29/24 o I ` ' REV. NO DESCRIPTION DATE � � w `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 PR0J . MGR . : SS PR0J . 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 1 � S 3O 6 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 STARLILY SOLAR USE BY SPECIAL REVIEW - MAJOR AMENDMENT SECTION 10 , TOWNSHIP 3 NORTH , RANGE 66 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO 25 . 58 ACRES � �, I� 1�, �► � � � PROJECT NUMBER : USR20 - 0011 � ESIGN E �NGlN1EERING 1 =1dQ Sl�+ ntluc� Avenve, $uite 3 D EVE LO PM E NT STAN DARDS c; �-, � �� .=. ,fi, ��, � � �o � n� a 9 � 7 � � 1 . THE SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW PERMIT , USRXXXX-XXXX , IS FOR A MEDIUM SCALE SOLAR FACILITY ( 7 . 0 MWAC ) IN THE INDUSTRIAL - MEDIUM INTENSITY ZONE DISTRICT , AND IS SUBJECT TO THE DEVELOPMENT STANDARD STATED HEREON . 2 . APPROVAL OF THIS PLAN MAY CREATE A VESTED PROPERTY RIGHT PURSUANT TO SECTION_YYYYYYYOF THE WELD COUNTY CODE . 3 . NO PARCEL INCLUDED WITHIN THE USR PERMIT BOUNDARY SHALL BE CONVEYED OR LEASED SEPARATELY FROM ANY OTHER PARCEL WITHIN THE USR PERMIT BOUNDARY . 4 . THIS IS AN UNMANNED FACILITY . �� '� ;; i '� ;. 5 . THE SITE SHALL BE MAINTAINED IN ACCORDANCE WITH THE APPROVED PROPERTY MAINTENANCE PLAN . - rr�-`� � +I `� �` I T � �� _._'� �� S O rr, � � � � �l � � � � � � 6 . THE SITE SHALL BE MAINTAINED IN ACCORDANCE WITH THE APPROVED DECOMMISSIONING PLAN . '� '�� 7 . THE SITE SHALL BE MAINTAINED IN ACCORDANCE WITH THE APPROVED LANDSCAPE AND SCREENING PLAN . 8 . ALL SIGNS SHALL ADHERE TO CHAPTER 24 , CHAPTER 9 ; A SEPARATE PERMIT WILL BE REQUIRED . 1724 GILPIN STREET , 9 . NO OUTDOOR STORAGE OF ANY MATERIALS AND EQUIPMENT INCLUDING , BUT NOT LIMITED TO , SOLAR PANELS AND SUPPORT STRUCTURES NOT IN OPERATION WILL BE ALLOWED . DENVER , CO 8021 � 10 . NO EQUIPMENT ASSOCIATED WITH THE SOLAR FACILITY SHALL BE LOCATED NEARER THAN THIRTY ( 30 ) FEET TO THE BOUNDARY OF ADJACENT PROPERTIES , IRRIGATION DITCHES AND/OR RIGHTS -OF-WAY . 11 . SOURCES OF LIGHT 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 MOTOR 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 STORED AND REMOVED FOR FINAL DISPOSAL IN A MANNER THAT PROTECT AGAINST SURFACE AND GROUNDWATER CONTAMINATION . �,��o��fl��.�,��'� , 13 . 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 FACILITIES ACT , C . R . S . § 30 -20- 100 . 5 . , , � ;',,,� G��: � �� 14 . WASTE MATERIALS SHALL BE HANDLED , STORED , AND DISPOSED OF IN A MANNER THAT CONTROL FUGITIVE DUST , FUGITIVE PARTICULATE EMISSION , BLOWING DEBRIS , AND OTHER POTENTIAL NUISANCE CONDITIONS . THE FACILITY SHALL OPERATE IN ACCORDANCE WITH CHAPTER 14 , � �� :� �fi4i4 �* „ • • � ARTICLE I , OF THE WELD COUNTY CODE . V ��°��S�•=, , ., • •N��,�`�� t�� 15 . FUGITIVE DUST SHOULD ATTEMPT TO BE CONFINED ON THE PROPERTY . USES ON THE PROPERTY SHOULD COMPLY WITH THE COLORADO AIR QUALITY COMMISSION ' S AIR QUALITY REGULATIONS . ExP . � ois � i2o25 16 . THE OPERATION SHALL COMPLY WITH ALL APPLICABLE RULES AND REGULATIONS OF STATE AND FEDERAL AGENCIES AND THE WELD COUNTY CODE . 17 . THE PROPERTY OWNER OR OPERATOR SHALL BE RESPONSIBLE FOR CONTROLLING NOXIOUS WEEDS ON THE SITE , PURSUANT TO CHAPTER 15 , ARTICLES I AND II , OF THE WELD COUNTY CODE . 18 . THE ACCESS TO THE SITE SHALL BE MAINTAINED TO MITIGATE ANY IMPACTS TO THE PUBLIC ROAD , INCLUDING DAMAGES AND/OR OFF -SITE TRACKING . STAR LI LY 19 . THERE SHALL BE NO PARKING OR STAGING OF VEHICLES ON PUBLIC ROADS . ON SITE PARKING SHALL BE UTILIZED . 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 TO COMMENCEMENT . SO LAR LLC 21 . THE PROPERTY OWNER SHALL 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 : 2018 INTERNATIONAL CODES , 2006 INTERNATIONAL ENERGY CODE , AND 2017 NATIONAL ELECTRICAL CODE . A BUILDING PERMIT 5 . O MWAC 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 BY A COLORADO 6 . 7 MWDC � REGISTERED ENGINEER SHALL BE REQUIRED OR AN OPEN HOLE INSPECTION . �' SOLAR PROJ ECT N 24 . THE PROPERTY OWNER OR OPERATOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE DESIGN AND OPERATION STANDARDS OF CHAPTER 23 OF THE CITY OF WELD COUNTY CODE . 0 = 25 . NECESSARY PERSONNEL FROM THE WELD COUNTY DEPARTMENTS OF PLANNING SERVICES , PUBLIC 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 � Q 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 . w � 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 , � Q 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 . SECTION 1 O , TOWNSHIP 3 � 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 NORTH , RANGE 66 � REVOCATION BY WELD COUNTY PLANNING COMMISSION . BOARD OF COUNTY COMMISSIONERS MAY HAVE THEIR OWN SEPARATE PROCESS . COMPLIANCE IS THE RESPONSIBILITY OF THE LAND OWNER . WELD COUNTY , CO 80651 � N 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 �40 . 244 � - 1 04 . 772 �� ' VITAL RESOURCES BECAUSE (A) THE STATE ' S COMMERCIAL MINERAL DEPOSITS ARE ESSENTIAL TO THE STATE ' S 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 O > �i EXTRACT THE MINERAL RESOURCES . � � 29 . THE WELD COUNTY RIGHT TO FARM STATEMENT , AS IT APPEARS IN SECTIONS 22-2 -20J . 2 OF THE WELD COUNTY CODE , SHALL BE PLACED ON THE MAP AND RECOGNIZED AT ALL TIMES . i J J � � 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 AGRICULTURAL . 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 0 PRELIMINARY 03/29/24 o FEATURES WHICH ATTRACT URBAN DWELLERS TO RURAL WELD COUNTY WOULD QUICKLY BE GONE FOREVER . REv. NO DESCRIPTION DATE w � AGRICULTURAL USERS 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 AND 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 sHEET TiT �E : 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 Q 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 . SECTION35-3 . 5- 102 , C . R . S . PROVIDES DEVELOPM ENT m 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 . � � TANDARD � WATER HAS BEEN AND CONTINUES TO BE , THE LIFELINE FOR THE AGRICULTURAL COMMUNITY . IT IS UNREALISTIC TO ASSUME THAT DITCHES AND RESERVOIRS MAY SIMPLE 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 . m 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 PROJ . MGR . : SS PRo� . EN � R . : ss DATE : 06 / 22 / 2023 o 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 oRAwN BY : s� cHECKEo BY : GB scA � E : As sHowN N ENFORCEMENT , AMBULANCE AND FIRE . FIRE PROTECTION IS USUALLY PROVIDED BY VOLUNTEERS WHO MUST LEAVE THEIR JOBS 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 PRIORITIES 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 DRAWING No . r � �; SERVICES . RURAL DWELLERS MUST , BY NECESSITY , BE MORE SELF- SUFFICIENT THAN URBAN DWELLERS . H E ET - � F � w S O 6 o PEOPLE AREA EXPOSED TO DIFFERENT HAZARDS IN THE COUNTY THAN IN AN URBAN OR SUBURBAN SETTING . FARM EQUIPMENT AND OIL FIELD EQUIPMENT , PONDS AND IRRIGATION DITCHES , ELECTRICAL POWER FOR PUMPS AND CENTER PIVOT OPERATIONS , HIGH SPEED TRAFFIC , SAND BURS , o PUNCTURE VINES , TERRITORIAL FARM DOGS AND LIVESTOCK AND OPEN BURNING PRESENT REAL THREATS . CONTROLLING CHILDREN ' S ACTIVITIES IS IMPORTANT , NOT ONLY FOR THEIR SAFETY , BUT ALSO FOR THE PROTECTION OF THE FARMER' S LIVELIHOOD . � _ � J � STARLILY SOLAR USE BY SPECIAL REVIEW - MAJOR AMENDMENT SECTION 10 , TOWNSHIP 3 NORTH , RANGE 66 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO 25 . 58 ACRES � �, I� 1�, �► � � � PROJECT NUMBER : USR20 - 0011 [� 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" � � � �� . � �� II � - � �� i � r`� = ; `�,-. // / � / ��Z�� . -� - y � C O ih+ll M U N I T Y S (? L A R 6" � ��X�� Y�� , ,, ,; ,,; , 1724 GILPIN STREET , , DENVER , CO 8021 � GRADE LEVEL � � � \ � 1 ACCESS ROAD TYP . � ( ) � i S-5 NTS �` � � � � � � � �o�,�� fl l�1��,� ' � � � � �,'� :• �.�r � '�a �`f'j_ ; — �. � � .' Cy� '`� , '�` . . < �j�� - � � �- � . y �� " \ % Q �,. � \ �.... ., /`� . :�G^--` � � ' � \\ / � ` �y : � �J�� 6�� / \ ` �� , 'Q� : . r� \ ` • � \ \ . \ . \ �� •�e�aa � a+ � ��r,�� `��'�JIVAL `��` / � \ 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'-O" PHOTOVOLTAIC POWER PLANT % ; ;; / ; , ;' ' , ' ' , ' , , ' ' , ' , ' , , ' ' " , '%' %; � ;'% ; ; ;% '% ; ; ;'% '%' ; ; " ;'% ' ' ; '% , ; 6'-O" ' ��' , ' / , " , ' ' " , ' ' , ' , ' / " , �� , i SUNSHARE COMMUNITY SOLAR : ;; : : : : : GROUND LEVEL � . 0 M WA � � 6 . 7 MWDC N 3 PV SOLAR TRACKER ELEVATIONS SO LAR P ROJ ECT 0 S -5 NTS _ � � Q N 2 ENTRANCE SIGN BOARD � S -5 NTS w � Q � SECTION 10 , TOWNSHIP 3 m NORTH , RANGE 66 � � WELD COUNTY , CO 80651 � r N (40 . 244 ° , - 104 . 772 °) � � � � O > w � � � � � � J J � Q � � � � 0 PRELIMINARY O3/29/24 i o REV. NO DESCRIPTION DATE � w J `L SHEET TITLE : � c� Q m SECTION & DETAILS � Q � Q � � m PR0J . MGR . : SS PR0J . ENGR . : SS DATE : 06 / 22 /2023 o DRAWN BY : SJ CHECKED BY: GB SCALE : AS SH0WN N � r DRAWING N0 . r� w HEET - F 1 Q S 5O 6 0 � S - 5 STARLILY SOLAR USE BY SPECIAL REVIEW - MAJOR AMENDMENT SECTION 10 , TOWNSHIP 3 NORTH , RANGE 66 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO 25 . 58 ACRES � �, I� 1�, �► � � � PROJECT NUMBER : USR20 - 0011 � ESIGN E �NGlN1EERING 1 =1dQ Sl�+ ntluc� Avenve, $uite 3 C; ��, � Ic� l ,_. ,fi, Ct� l 'rfornwa 9 4 7 0 9 24 . 0 ' (TYP . ) / % FENCE INSTALLATION NOTES : WOOD GATE POST TUBE STEEL FRAME 1 . FENCE TO BE INSTALLED IN GENERAL ACCORDANCE WITH ASTM F567 . LOCAL FENCE CONTRACTOR TO ALTER ASTM 6" DIA. MIN (TYP . ) � F567 REQUIREMENTS TO MEET SITE SPECIFIC CONDITIONS . 2 . FENCE FABRIC SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A392 , CLASS 2 . LOCKABLE LATCH � �� i '` , / 3 . STRENGTH AND PROTECTIVE COATINGS OF ALL FENCE FRAMEWORK SHALL CONFORM TO ASTM F1083 . ;� � r _ __. , � � `�,;� '� � �� / ' _ - . . . . . ._ y � � � S O rr, � � � � �l � � � � � � � I I I I I I 4 . EXTENDED , END , OR PULL POST FOOTING MINIMUM CONCRETE COMPRESSIVE STRENGTH SHALL BE 2 , 500 PSI MIN . , � ' � � \ �: '�� / z �� 5 . EXTENDED , END , OR PULL POST MINIMUM FOOTING DIAMETER SHALL BE FOUR TIMES THE LARGEST CROSS SECTION f/ � \ OF THE POST FOR POST DIAMETER UP TO 4" . 1724 GILPIN STREET , / _ � 4 "x4 " 6 GA A�vANIZED ' \ 6 . EXTENDED , END , OR PULL POST FOOTING DEPTH SHALL BE A MINIMUM OF 4' PLUS AN ADDITIONAL 3" DEPTH FOR EACH WIRE MES ELDED TO � DENVER , CO 8021 � FRAME � 1 ' POST HEIGHT INCREASE ABOVE 4' POST HEIGHT ABOVE GROUND . � � � � 7 . SWING GATE POST FOOTING DEPTHS AND DIAMETERS SHALL BE DETERMINED BASED ON ASTM F567 , TABLE 2 AND � ALTERED AS NEEDED BY FENCE CONTRACTOR . - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - -- - - - - - - -- - - -j==q �-� -T��EC��T#-��-�=��r_-rrx-��fi��k=��S��C--1�� =u�-rtfi�--nr-rtn-�rtr-rrr—� � �—rY-rtr—nr-rtn=�$=��f-��-�-��k-��-��-=Ft�=�=��r-�=��k-��-� =-��_ -L1 "_J11_l"_fl`_L1_ " '_" ' _" ' -"+_h�__ __L1 �- 8 . IN AREAS WHERE EXISTING FENCES CONFLICT WITH SITE SECURITY FENCE , CONTRACTOR SHALL REMOVE AND pt�� fl �-��'��, � �c�";.••��.��•.,,��, , , . _ w Z � DISPOSE OF EXISTING FENCE . :,� �' Gµ' „ �� , �� - � � '_'�--- �`� : l� \ p a � � 9 . DISPOSAL OFF SITE - NO MATERIALS ARE TO REMAIN ON SITE . � �� ; � �fi4i4 � � �' r : m � Q 10 . ALL STEEL OR MALLEABLE IRON PARTS AND ACCESSORIES SHALL BE HOT- DIP GALVANIZED IN ACCORDANCE WITH V ��'�,� •'•�.:# « .� • •'`•�,��.`�� w � ASTM A123 AFTER FABRICATION . �S��`� �"N� - = EXP . 10/31 /2025 � C4 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 V . 7 M W D C S -6 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 r N - �/ WOVEN WIRE FABRIC �4 � . 244 ° , - 1 � 4 . 772 °� � � � � �� _ � _ � - � � O � �' I �, I I I' � � Q �� _ _ � _ - _ __ _ __ _��_ _ _ - - - -- -- - �_ _ _ ___ $=��I== _ _ -��_ - � ' - _ _- _ � � __ � III �I� � � -� rt �=�l� -��=�1�==rtt - � �� fifi - fitl - - r+ �- � tfi -�I� -��=�1�= - I� t - � �� - rt 0 PRELIMINARY 03/29/24 -- � _��__��_� 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 � w S 6O 6 Q � 2 FENCE DETAILS � S -6 NTS � _ � � STARLILY SOLAR USE BY SPECIAL REVIEW - MAJOR AMENDMENT SECTION 10 , TOWNSHIP 3 NORTH , RANGE 66 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO 25 . 58 ACRES � �, I� 1�, �► � � � PROJECT NUMBER : USR20 - 0011 � 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 ' 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 . - 3 . FOLLOWING THE START OF THE CONSTRUCTION OF EACH PHASE , DISTURBED AREAS WITHIN THE LIMITS OF CONSTRUCTION , SUCH AS ROADCUTS, UTILITY TRENCHES, WASTEWATER DISPOSAL FIELDS, BUILDING SITES, REVEGETATED WITH NATIVE GRASS . � _ _ I I 4 . OTHER AREAS WHERE EXISTING VEGETATION HAS NOT REGROWN WILL BE RESDEEDED . � I I 5 . SCREENING SHALL REMAIN HEALTHY AND MAINTAINED TO CONTINUE TO PROVIDE VEGETATIVE GROUND COVER . NOXIOUS WEEDS WILL BE CONTROLLED I I I I ON THE SUBJECT PROPERTY ( SEE ALSO THE VEGETATION MANAGEMENT PLAN ) . I 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.`�;' '' ,� �� 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 . � 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 � r� � i i i �t_ CONSTRUCTION . ` 11 . REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER . ��Y== i �:, I �: � i 1=` i 1 '� ' � fl �� . � . � �a�e�aF. ,1 � �� . S-6 �' I II pp,P� C��,� c..+�: �,P`�' �� ' •.�- - � � �� I � � �� i ' i , � ;'�---- - . � � � . 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COUNTY OF WELD , STATE OF COLORADO 25 . 58 ACRES � �, I� 1�, �► � � � PROJECT NUMBER : USR20 - 0011 � 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 � I \'� c�`��fl �� `¢ �5' - . H I G H VO LTAG E - K E E P O U T , ; :�� : � �fi4i4 � � / . : PHOTOVOLTAIC ARRAY `� � � r � � � � � P L E A S E C A L L �� °��s.... . .. . ..... � — �'�t��v�a�. �N�� 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 . � 6 . 7 MWDC � 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 � , � r , LL� N �, 40 . 244 ° , - 104 . 772 ° � � � O � � � � � � J J � � P H OTOVO LTA I C P OW E R P LAN T �� 0 PRELIMINARY 03/29/24 ' SUNSHARE COMMUNITY o REV. NO DESCRIPTION DATE w J L � S O LA R SHEET TITLE : � , � , � 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 NO . r� w HEET - F 1 Q S 8O 6 0 � S - 8 STARLILY SOLAR USE BY SPECIAL REVIEW - MAJOR AMENDMENT SECTION 10 , TOWNSHIP 3 NORTH , RANGE 66 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO 25 . 58 ACRES � �, I� 1�, �► � � � PROJECT NUMBER : USR20 - 0011 � 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 . CONSTRUCTION UNLESS SPECIFICALLY NOTED . 40 . SURFACE COURSE SHALL HAVE A MINIMUM COMPACTED THICKNESS OF 10 " OF CRUSHED ANGULAR SUBMITTALS : ,�pt��fl�!��,q, AGGREGATE . � - � �,�;'��, �� , ''� < �� 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 GEOR :-'� G�`�� .� - �'; � • 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 : � �� : `� �fi4i4 � ; � ; . c� � , RECORD ( GEOR ) . 6 AGGREGATE . 80 . 1 . 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 �'.� •.•_# « ., • •'` � 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 �S'��NA�. `�N�� AND SITE . 43 . PRIOR TO PLACING SURFACE COURSE , GEOTEXTILE FABRIC, OR COMPACTING SCARIFIED SOILS IN ROAD 80 . 4 . SEED MIX DESIGNS EXP . 10/31 /2025 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 . O MWAC 49 . ON -SITE ROADWAY SLOPES SHALL NOT EXCEED 5 % . 14 . CONTRACTOR SHALL NOT BLOCK LEGAL ENTRANCES OR EXITS . 83 . CODOT AGGREGATE BASE COURSE 6 . 7 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 . � 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 � ��m ��"' ) � �`_ � Q � � BE IMMEDIATELY REPORTED TO THE OWNER AND C- EOR . SCARIFYING OR TILLING . 60mm ( 2 '/�" ) 100 57 . FINALSTABILIZATION OF TEMPORARY LAYDOWN AREAS SHALL BE IN ACCORDANCE WITH S- 12 THROUGH 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 . NORTH , RANGE 66 � 20 . CONTRACT OR SHALL CONTACT ANADARKO PATROLEUM CORPORATION , PRIOR TO PLACING ROADWAY CLEARING AND GRUBBING : 19mm ( 3/4 " ) 50-90 100 � WELD COUNTY , CO 80651 r N OR EARTHWORK WITHIN 2 FEET OF AN AREA DICTATED AS AN EASEMENT CORRIDOR, EXISTING UTILITY 58 . SITE -WIDE STORMWATER MANAGEMENT IS BASED ON THE PRESERVATION OF EXISTING VEGETATION �40 . 244 � - 1 �� , OR FLOWLINE . ROOT STRUCTURES . 2 . 36mm (#8 ) 25-55 20-85 , 4 . 77 59 . GRUBBING SHALL ONLY BE PERFORMED IN AREAS OF ROAD INSTALLATION AND WHERE NECESSARY FOR 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 . . . . . - - - - . - . � . � 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 03/29/24 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 . '� ' � • ' `� 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 CIVI L NOTES 25 . POST CONSTRUCTION , CONTRACTOR SHOULD SUBMIT A CIVIL MAINTENANCE PLAN , DEFINING ALL GRADING : SEEDING : 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 AND FENCED ARRAY AREA, AS WELL AS TO THE FULL LIMIT OF DISTURBANCE WHERE APPLICABLE . � m EARTHWORK : INDICATED ON SHEET S- 10 THROUGH S- 16 . 71 . GRADING SHALL NOT BE PERFORMED IN EXCLUSION ZONES . 85 SEEDING RATES AND PLANTING REQUIREMENTS ARE INCLUDED ON SHEET S- 7 . PRo � . M � R . : 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 ' �' ASTM D698 . DRAWN BY : SJ CHECKED BY : GB SCALE : AS SHOWN o BY CASE BASIS AS NEEDED . � 27 . COMPACTION STANDARD FOR STRUCTURAL FILL BENEATH FOUNDATIONS, SLABS ON GRADE , AND SITE \ ACCESS ROADS SHALL BE 95 % MDD BY ASTM D1557 MODIFIED PROCTOR DRY DENSITY . � oRAwiNc 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 9 O F 16 � 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 � 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 : S � 9 THE TIME OF PLACEMENT AND COMPACTION . 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 . 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P � µ,I ' � . . . _'..1 . . . � _ � . . _. . . i \ ' /.� � � � �� ' � � � fl � � � � � i 2 � � �� (E) RIGHT OF WAY LWE � ,�n �, ...�...,� �,� , , � 0 � �� r 2 �f�� ;,��,� �� ,,� �� - �� . ,�� < � �� . �= � � . . : , _ - ' . . :_: : . . . �, =��r��=�� , : � � "[�;� � -- - ° ' - � � ; \ , _ =- � � � \ � �, � � (E) FIBER OPTIC LINE �� ;� � * �- � � I � � � . � �fi4i4 � e - - - - - - �' V � ;� . — _ __ , _ - � � . _I I � - - - - - - - - - - - - _ - - - - - -� �I i . � . . � � � �.•�.• .r�*R� . � ` N R � � � E OVERHEAD ELECTRIC �' �� , ; - �- - - - - �' / � `; \ -� ��S�'�C7NAL �N�� ' � ' V � �� / I I - � - - - - �� - - _ � _. � (E) GAS EXP . 10/31 /2025 . � - - - � / I - � I - �, � � / � �. , '� � I � �� / �� I V � � �� - - (E) SECTION LINE '�, / I � � I � � `� � • � � . � �_ I �� / � � � � � " I � I � � �� SOILS BOUNDARY � , � � �� STAR LI LY � � � , � � � E� �_ � � � � �� , _ _ , z � � � � a � �� '�� , RESIDENTIAL SETBACK � �� I � � , � ; � � � �� , � � SO LAR LLC , � o , � , � - , �� 1 � , ,— -_ � _ _ -- - - _ __ � ', � �, ,�° � ; GENERAL NOTES i - � � �! � +,87i o I / I � � � ' �I �� / 1 . OVERALL PROJECT SITE AREA = 25 . 58 ACRES � '� � � � � - - - � 2 . DISTURBED AREA = 3 . 72 ACRES � � � � � �� : � - �� - z�� _ _ „_ � , 5 . 0 MWAC � � I " � � 3 . PROJECT SITE SHALL BE STABILIZED BY SEEDING AND/OR SODDING . I � , - � � 4 . ADDITIONAL VEGETATION MAY NEED TO BE REMOVED PRIOR TO , z�s� � �� 6 . 7 M W D C , � CONSTRUCTION . AREAS THAT ARE NOT CLEARED/GRUBBED SHALL BE _ � \ . � ' � � -- - l �, �,, � � I MOWED TO A MINIMUM OF THREE INCHES . SO LAR P ROJ ECT � � \ �� ; � � �'� �'�� I I � , � � ' 5 . CONTRACTOR RESPONSIBLE FOR PRESERVATION OF EXISTING , o � � � �I � � 20. - � � � �_ � _ - C � I F � � VEGETATION , NOT CLEARED/GRUBBED OR MOWED , TO THE EXTENT �2� \ PRACTICABLE . � � � � ,� � e - - - - o , � \ � I � � I ' '� � 4 6 . VEGETATION REMOVAL SHALL ONLY OCCUR WITHIN THE PROJECT . . \ I �" -- .. " ? � _ ' p� A � I�.. ��i � � N �I _ „ ,, .^7 BOUNDARY. � � I� � r � � � �, 7 . CONTRACTOR TO REMOVE ONLY VEGETATION WHICH SHALL BE w � � � � I � I I : � I �I � � i I � , i � DESIGNATED BY THE OWNERS REPRESENTATIVE FOR REMOVAL AND �, I i �_ � �� I �o' SHALL EXERCISE CARE AROUND EXISTING VEGETATION TO BE SAVED . �' ECTION 1 O � TOWNSHIP 3 I � � � � I �� CONSTRUCTION FENCING MAY BE INSTALLED TO PROTECT AREAS � m '� � � � � � ', � � � � 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 � � ti � 1 PERMITS AND/OR AHJ AND OWNER APPROVAL . N � � � � � � � � � � � � 9 . FINAL STABILIZATION SHALL BE ACHIEVED WHEN A UNIFORM 4 � . 244 ° — 1 � 4 . 772 ° / - � � � � - f 28' � � / . � � E �' � � � i � � , � � o. 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' � � ._- .� : . ., �--� � _ � / '� � / ' � . � � ' . ,;. � . : j ' i ii ii . �f il � ii r _ _ _ _ _ _ _ _ _ DRAWING N0 . r� w HEET - 11 F1 � S O 6 o ( N ) ACCESS ROAD � � � �. � S - 11 2 DETAILED CIVIL SITE PLAN S - 11 1 " =20' N Knowwhat's below. '�a�� befar+e yau dig STARLILY SOLAR USE BY SPECIAL REVIEW - MAJOR AMENDMENT SECTION 10 , TOWNSHIP 3 NORTH , RANGE 66 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO 25 . 58 ACRES � �, I� 1�, �► � � � PROJECT NUMBER : USR20 - 0011 � 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 Q�� fl �� SHALL BE CONNECTED TOGETHER, NOT SIMPLY OVERLAPPED . ��'� ,.•�'"'•�.,,�'� - TYPICAL CONSTRUCTION SEQUENCE : :� � � �� . � , � �--- G``�� . . , �» � 32 . SILT FENCE SHALL ALLOW RUNOFF TO PASS ONLY AS DIFFUSE FLOW THROUGH THE GEOTEXTILE . IN � �� ` � �� i � � � 8 . INSTALL STABILIZED CONSTRUCTION ENTRANCE . RUNOFF FLOW, ONE OF THE FOLLOWING SHALL BE PERFORMED, AS APPROPRIATE : ,;� ;° �: „ • • � � . . � ' ' � 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 �`��s'•=•• .' `•'`�`�� 32 . 2 . THE LAYOUT OF THE SILT FENCE SHALL BE CHANGED ��`�" �N 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 ) V . 7 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 WELD COUNTY CO 80651 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, SWALES, RAINGARDENS, AND ANYWHERE SOIL IS DISTURBED INCLUDING 12 " BEYOND PERIMETER FENCE . ' 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 . �40 . 244 � � - 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 � o 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 03/29/24 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 12 F 1 � w MANAGEMENT IS ALERTED TO ALL ISSUES . - 6 Q � 28 . SEDIMENT SHALL BE REMOVED WITHIN 24 HOURS OF SEDIMENT REACHING 1/3 HEIGHT OF PERIMETER � � � BMPs . � � � 12 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 STARLILY SOLAR USE BY SPECIAL REVIEW - MAJOR AMENDMENT SECTION 10 , TOWNSHIP 3 NORTH , RANGE 66 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO 25 . 58 ACRES � �, I� 1�, �► � � � PROJECT NUMBER : USR20 - 0011 � � ,� [� ESIGN E �NGlN1EERIN � \ � � ' ' ,Y p �� 'l V ; ;. � ' ' CONSTRUCTION � .g �' �� GENERAL NOTES i � a� � i, � ti �,�� ,n�e�,�,e, s� � , e 3 � EXIT/ENTRANCE � � \ � �� 1 . OVERALL PROJECT SITE AREA = 25 . 58 ACRES � � � �� ,�NTYR�,.,o ;� 85 MODULE TRACKER ROW ( 104) I � �rlcRl �, y, f� e� i nre� ia r � ,' � �� «`"�`'�`°"°" `°"'" 51 MODULE TRACKER ROW ( 17) , �' . ----- .: � . .. _ __ �. . . _ . :� ��'-, . :- _ ..� . :: . - . _. - �� ' _ . _ . � - ` I � -��-LL �` PROPERTY LINE DISTURBED AREAS INCLUDE GRADIN EXCAVATIO PIL 2 D I T U R B E D A R E A 3 7 2 A R E - „ , . � . . . 377.01 ' . . .,�F . �� - - _ � P �_ �" � � 3 . : G , N , E , � � I � i I i , , I � � ;. � � , ' � i . � . � I I � � i � Y,� � 8 HIGH SECURITY FENCE �� ' ° ' ' ' ' ` �� ROADWORK, AND EQUIPMENT PADS . / � � I-_-=� , i � ��, � , i , � , � � � � � ��_ � .� � m �' '�' '�' '��' EQUIPMENT RACK - SAT � � � � , � �� , � ,. � � � � � T , � � , � z ', ' � ' � ' ` ' ` � � � = 4 . SITE PREPARATION INCLUDES CLEARING/GRUBBING MINOR GRADING � � � � � � , � , � , , , � , �; ,, �, �, � � � � rz � x � 1 ,=� : 20 ' ACCESS ROAD , , � �, w i. , , t , � .� i i , � r ,� , ,< ; � I � ' � ' � � �� '� �� ' � �� ' � ' ' ' �� ' � � r � � ' �� TEMPORARY PARKING COMPACTION , MOWING OF VEGETATION , AND RESTABILIZATION OF �� ' � � ', ' �', ' � ', �i �i � , '; �� ` `, � � �� , � ,��.. � ,? � - - / ', � � � � � , ' , , � , � � r, � � � � , ` ', � �, � � �� SF SILT FENCE DISTURBED AREAS . � � ' �, �I � �� ;, � ' � � '�� PERMANENT STORMWATER SWALE 5 . TOPSOIL SHALL NOT BE REMOVED FROM THE PROJECT SITE OR SOLD ;� �� r _ �"� � `�,;� � � �� I ; b , — `�'' � PORTABLE RESTROOM FACILITY UNLESS REMOVAL OF EXCESS SOIL IS APPROVED BY THE AHJ . y � `� � � o � �a u [v i r v s n � a � � � _ ,, ■ � . _. _ � , , � �� 1 ! � � � �� '�� CONTOUR LINE (TYP . ) �� eba I � �� 7�� ' O ROLLING DUMSTER 6 . EXCESS TOPSOIL SHALL BE SPREAD ON - SITE SO AS TO PROVIDE SIX '� I� � o � � � � ' , I � ,a o �� ( E) OVERHEAD UTILITY LINE INCHES OF COVER ORIGINALLY EXISTING ON THE SITE OR A MINIMUM - _ I ° ! � ' � � � �� ' � � � � � � - FLOW DIRECTION OF FOUR INCHES OF COVER IF THE ORIGINAL COVER WAS LESS . i � o ; ��. , i , , , , r�v� � a , � 1724 G I L P I N ST R E ET , � � �. � � , 7 . IF REMOVAL OF EXCESS TOPSOIL IS REQUIRED IT MUST BE I � � ' r � ! � ; 1 � a i � ; C O 8 0 2 1 � � , DENVER , � � r � � � . � COORDINATED AND MEET GESC REQUIREMENTS . \ ; 1 � - '� �`" � I 8 . PROJECT SITE SHALL BE STABILIZED BY SEEDING AND/OR SODDING . I / � y n � �� '� � �� 9 . ADDITIONAL VEGETATION MAY NEED TO BE REMOVED PRIOR TO . � � � � � \ i / � � � � F � , CONCRETE WASHOUT �� ,� � �� CONSTRUCTION . AREAS THAT ARE NOT CLEARED/GRUBBED SHALL BE � - - - � '! MOWED TO A MINIMUM OF THREE INCHES . � � � - - - � i � S� fl l�lr � � �i � �,�, � � � ' - �'- _ � � � 10 . CONTRACTOR RESPONSIBLE FOR PRESERVATION OF EXISTING �.w,n�'��.....��,��, , �� ' � � � VEGETATION , NOT CLEARED/GRUBBED OR MOWED , TO THE EXTENT `':' ��'�'�� , � � � � � �� PORTABLE RESTROOM . � � � • � , PRACTICABLE . � �� ; � � ; �- ROLLING DUMPSTER �fi4i 4 � � �� . �e � FACILITY 11 . VEGETATION REMOVAL SHALL ONLY OCCUR WITHIN THE PROJECT , �. . 1. � � � . C� � . � Ilill I � II =, , � � � r , k � .� �� " � � • �- \ ;' , � � �� .; � ,' ' . R /� %� P` �''�i' P �T, i r � �, � � • • �"'.1 R � ` . _. ,.i � .. � r r .. r . .� �.� 'C: �xt �,��'"�� JT ,r':f)�)c'� � BOUNDARY. ��y1��.��'k�li'� f�� . i f ' 4�� ' � � � � 12 . CONTRACTOR TO REMOVE ONLY VEGETATION WHICH SHALL BE � �`��IVA�. `��`'' � � � EXP . 10/31 /2025 , - - - - � _ _ _ _ - - - - - - -: -� , \ � � DESIGNATED BY THE OWNERS REPRESENTATIVE FOR REMOVAL AND � � � � - - - � - - - - - - - - - - � � ��'� SHALL EXERCISE CARE AROUND EXISTING VEGETATION TO BE SAVED . ��`� � - - - - - - - - - - - u V � �`�� ! �1 �� ' � CONSTRUCTION FENCING MAY BE WSTALLED TO PROTECT AREAS ' � - - - - - - - -- - - -- - - - � THAT ARE NOT TO BE DISTURBED . �1 � � I` - � � � 1 � � - � � 13 . BURNING OF DEBRIS SHALL NOT OCCUR WITHOUT APPROPRIATE � TAR LI LY , , � \ ; TEMPORARY PERMITS AND/OR AHJ AND OWNER APPROVAL . � �� i�� ' i � � - �� STOCKPILE LOCATION 1 I � � �' � { ��I� '�� ' 14 . FINAL STABILIZATION SHALL BE ACHIEVED WHEN A UNIFORM SO LAR LLC f �e � / o i _� � / � � �� I ` � � � � � � � � � � � �� I � VEGETATIVE COVER WITH AN INDIVIDUAL PLANT DENSITY OF AT LEAST � ° '�� . III '� I . _ � I � m � � � � �� FIBER ROLL AS NEEDED FOR 70% OF PRE DISTURBANCE LEVELS , OR EQUIVALENT PERMANENT � li A � , i� I � � � R ` I �� ,I � � q � ° ° ° ° ° ° � TEMPORARY STOCKPILE PHYSICAL EROSION REDUCTION METHODS HAVE BEEN EMPLOYED IN � ,� ; ,, , �� , , F � ' ALL AREAS OF DISTURBED GROUND . 5 . O MWAC � ' � 15 . EXCESS SOIL SHALL BE SPREAD ON - SITE SO AS TO PROVIDE NO MORE �� I� SILT FENCE OUTLET � � _ / THAN SIX INCHES OF COVER ORIGINALLY EXISTING ON THE SITE . 6 . 7 M W D C 1 '' � - - - - - - - - - � � !, SILT FENCE . � ` �' 16 . IF REMOVAL OF EXCESS SOIL IS REQUIRED IT MUST BE COORDINATED X � , ---------___________ __ � WITH AND MEET AHJ REQUIREMENTS . � 4 ' SOLAR PROJ ECT N �, ''�, - ; N�' , / 17 . CONCRETE WASHOUT IS TO BE INSTALLED AND , UPON CONSTRUCTION � � �� COMPLETION , REMOVED PER SECTION MM - 1 OF THE WELD COUNTY � � � �� - - �� _ � i i MS4 POLLUTION PREVENTION PLAN MANUAL . � � \ ',, � _ , , � 18 . SITE HOUSEKEEPING PRACTICES SHALL FOLLOW SECTION GH OF THE N � � I � � ° �, �� , _ - � C F � WELD COUNTY MS4 POLLUTION PREVENTION PLAN MANUAL. w `� � 7 � e _ — — � � 19 . SILT FENCE SHALL BE INSTALLED , MAINTAINED , AND REMOVED PER � � � � � Q '� a C� �� - � �� SECTION SC- 1 OF THE WELD COUNTY MS4 POLLUTION PREVENTION � � � � � � '� ;�, z � - _ ,, � � � � � � _ � s � P �A" MA" uA�. SECTION 10 TOWNSHIP 3 � ow �\� � y ' V � 2 0 . C O N S T R U C T I O N E N T R A N C E/ E X I T I S T O B E I N S T A L L E D , M A I N T A I N E D , � � ` ,� _ � � '' \ � \ j - ` AND REMOVED PER SECTION SM -4 OF THE WELD COUNTY MS4 NORTH , RANGE 66 �' � �� ' ' POLLUTION PREVENTION PLAN MANUAL . � , - r ''� � � ' � 'I � �' 21 . STAGING AREA IS NOT SHOWN ON SITE . HOWEVER , IF STAGING IS WELD COUNTY , CO 80651 �, � � ''�, �. \ � \ f �� ', �� FOUND NECESSARY FOR CONSTRUCTION SEQUENCING , STAGING �4 � . 244 � � - 1 � 4 . 772 �� ,, � p� � AREA IS TO BE INSTALLED , MAWTAINED , AND REMOVED PER DETAIL I' ' N �� SSA- 1 AND SECTION SM -6 OF THE WELD COUNTY MS4 POLLUTION � T T � !' � a � \ u o O O O O o-Yc o O O O � PREVENTION PLAN MANUAL. o i' „� �� , 22 . IF SEDIMENT HAS BEEN TRACKED ONTO PUBLIC ROADWAY, STREET w ; � ° - - � F SF SF SF � � � ' - - � SWEEPING IS TO BE PERFORMED PER SECTION SM -7 OF WELD � � � TI COUNTY MS4 POLLUTION PREVENTION PLAN MANUAL . � � � � � _ 0 �. I I �� '158.58� \ \ � � � 827. 04' i - � � 23 . NO DEWATERING IS EXPECTED FOR CONSTRUCTION . _ , � I �` , `�,�: �� , � 24 . NO TEMPORARY BATCH PLANTS ARE EXPECTED TO BE NECESSARY i o Q I V � � � � PERMANENT FOR CONSTRUCTION . � � A � � a � � � � ` �' � � � STORMWATER SWALE 25 . SURFACE ROUGHENING IS NOT EXPECTED TO BE USED AS A � ' � ; `� � ��a �� ° � � � � 0 PRELI M I NARY 03/29/24 i � � � � � y SILT FENCE OUTLET � � BMP . HOWEVER , IF SURFACE ROUGHENING IS FOUND TO BE � � �� , � 4 � � _ _ NECESSARY BY THE CEOR , IT MUST BE IMPLEMENTED PER SECTION REV. NO DESCRIPTION DATE � ; , � � � - _ w I � I = - � ^ � � � � � ' EC- 1 AND DETAIL SR-2 OF THE WELD COUNTY MS4 POLLUTION � � \ � �� = - � �, 2 ° n � � L� A �n . � —� � a �, y '' -. � n , � b � � � � � �� PREVENTION PLAN MANUAL. SHEET TITLE : i � � 9 , �, � � 2 � A � T _ � '° � � � y T �� 26 . MULCHING IS NOT EXPECTED ON SITE . HOWEVER , IF MULCHING IS � � � � E� � °a o � '. ; �. I \ , � I\ � DEEMED NECESSARY BY THE CEOR FOR GRADING ACTIVITIES , � I � � � � � C� � \ � � � m � � w�� _ __ MULCHING PRACTICES SHALL FOLLOW SECTION EC-4 - MULCHWG OF � /� � ; I � ��. - ' � , THE WELD COUNTY MS4 POLLUTION PREVENTION PLAN MANUAL . EROSION CONTROL PLf-\ N Q � �� , � � i� � � Q � � � �� I � � ; A � � , � m � -� � � \ _ . -NOT.4 PART- �' . ' , . 1 �° � !',4RENTP,4RCSL o, � i __ _ \ Q8� s� ' °uneCSco"D '�t�''°" � PROJ . MGR . : SS PROJ . ENGR . : SS DATE : 06 / 22 /2023 � —— � � - - ---- r N � o \ � � , DRAWN BY : SJ CHECKED BY: GB SCALE : AS SHOWN - I z z i o ; � \ � � � �1 \ b o i _ _ � 0 � p, � TI � � . � n � � � , m = DRAWING N0 . > � h :� o � h c�i g , o � � � � z s � c� � � � � � z G HEET - 1 F1 � � z � � 4 z r � S 3 O 6 �; � � m � � � b � � \ y � A � Q � � � � M. � S - 13 � 1 EROSION CONTROL PLAN � S- 13 1 " = 150' N Knowwhat's below. '�a�� befar+e yau dig Sediment Control Log ( SCL) SC -2 Sediment Control Log ( SCL) SC -2 Concrete V`�ashout Area (CWA) MM- 1 — s��— sc� — ��c� , - - - ,,�� 1 f,•ic > F ' T� E ", HEI L: CbNCRETE WASHOUT � � � �, � � � � ^ � � ,. _� � •` rr ts = F�� s=: til `_:_�T � ; Ls I � �SIGN ,. , ' ''E .. 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I ±,r; E •..�T �i � I T'.; THE _ E FE�.T..! �E`: . 12 " TYP. T � EN � HED � E � IMENT � � NT � � L LC� � � 4 � ca � pnerEo BE�r,a �Raur�a � �r'� � ; ,;; i �, ; rHE PE�irnErER � �� 2� s �a �� r � � � � Es � 7E �=: :T:� f� E I �a . : ; ;� •..T- ; ., L L; . c � � ,, „ - `F � — �" — �- - — — _ _ � '` � ! C O ih+ll �AfI �J N I T Y S � � A R hv� i '� �,TEI: E , � ` � .,�7E�; � �a I : I � � � 3 ' MIN . ] � " li 1 � � 1 n , - , , ,� t; r.,lEfEi� ` ��.• Ir, ;� ufvDIST�IReE� Uft �. T=:EPI � ; H _„ ::� IL . - - - Ef I " E `dT �, :7I.TF � ; L L;'� ;; COMPACTED SO�IL 11EHICLE TRACKING � � i I � t.° . ., ; L �.Tr ' , 8 x 8 n� � r� . , FL� ��,+� — } ' �.� �� ' GflR1TROL (SEE VT� . ` , � F ri �`-: . s E C T I O N A �Er�' L ' 1 7 2 4 G I L P I N S T R E E T , . Yb ' �` �lr / • . \ _ � '.,'. � '. . � ; � t C�v�, - � . � � r� � RETE w�,S � r� uT ,� REA DENVER , CO 8021 � CtiVA IN'STAL9_.4TI�JN fV6TES 1 . SEE PLAN VIEW FOR : S E � TI U��, - cwn iNsra ��,ariar� �ac,araa � . T �'C' E �I �CHE [� � E [� INCEhJT � C� C�ITR � L L. C� '� 2 . DO I�OT LOGATE AN UNLINED CWA WITFiIN 400' OF ANY NATURAL DRAINAGE PRTHWAY flR WATERBi7 �Y. �0 NDT LO�CAdE WITHIN 1 , 0�0 ' C}F ANY Ws+ ELL5 OR [�RINKING WATER SOlJRC�S . IF 5ILE CC]NSTRRINTS M,4KE TH15 INFEASIBLE , t'�R IF HIGHLY PERMEP�BLE SQILS EXIST C)N 51rE , �nHj� {] f � r�.� TFiE CWA NIU�T BE INSTALLE0 �NlIrH ,4N IMPERMEABLE LI�JER ( 16 h� IL MIN . THIClCNE5� } iJR ,�� ,.... ��/�, � � � ;E � �+'•�' SURFACE �TORAGE ALTERNATIVES U� IfVG PF�EFABRICATE� CfJNCRETE WA5HLIUT DEVICE5 �R A r�� •��,'^f C'.i,�'•; �',+�, , � IiIJ . ; LINEd ABC3V'E GRflUNC STORRGE ARE SHC7UL0 BE USE� . ; � '�v � ' , :t � �. t ' � � f1 �P, } � �� [} : ' C� �`c , �^ a ; !�:�f; EP. ,T�. h E ,. ' 3 . THE CWF� SHALL BE 1�15TALLEQ PRI � R TQ C4NCRETE PLACEMEhlT d�l SfTE. l �� ; � �� i � � � � � ,, �•' ' 4 . �CWA SHtkLL INCL4JdE A FLAT SUB�URFAeE PIT THAT IS AT LE�k5T 8 " gY � ' SLOPE5 i� :� : ; LEA� �MG OUIT aF TFiE SUB5URFACE PIT SHALL BE 3: 1 OR FLATTE"R . THE PIT SHALL gE AT "� � �� * �` s - - - -- -- - -- � LEA5T 3' �IEEP. �� . . �<,�''�t,� `? " CI,� ":iEfEl -: ' P.' If,. :, _ _ - `��``s,��t��v��.�.N��. `� E =� It+ ' E�`-. T ^ ' `JTI , : � L L : � :� 5 . B�RM SURROUM1� � ING SI � ES AN ❑ BACK QF THE CWA SHALL H��VE MINIMUM HEIGHT �OF 1 ° . EXP . 10/31 /2025 L�� I � T� B . VEt� I �LE TftACKIN� pA� SHALL BE S�4PEt7 2 � TdWARD5 rHE CwA. 7 . 51Gh�5 SIHALL BE PL4CEn AT THE CONSTRCJCTIDN ENTRAP9CE, ��T THE CWA, AN ❑ EL5ENfHERE A5 NECE55ARY T0 CLEARLY If� � ICATE THE LO�ATI � N � F THE CWA TQ aPER{1TORS � � L_ - 1 . TRENCHEQ � Ealh� Ef� T � pf�JT � 4� L LQ � o� cor�c�ErE T�uc �s .allo Pl9MP R� cs . 8 . USE E1f�:?.VATED MATERIAL FOR PERIMETER BERM CONSTRUCTION . STARLILY November 2015 Urban Drainage and Flood Control District SCL-3 November 2015 Urban Drainage ancl Flood Control District SCL-5 November 2010 Urban Drainage and Flood Control District CWA-3 S O LA R L LC Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Stor7n Drainage Criteria Manual Volume 3 5 . 0 MWAC SC -2 Sediment Control Log ( SCL) SC -2 Sediment Control Log ( SCL) MM- 1 Concrete Washout Area (CWA) 6 . 7 M W D C � �' SOLAR PROJ ECT � - - - ' �. °�. EGI �4� Er°aT c: � r•� T �� L_ Lc � IYap�T.r, LLK.TI �� v ra�TEv= N ;� , o � j `_ � ,, " L '•' t . '.=� EE f'L� h. `w� lE",+d Fi� �° Lo'� (~r'�.Tl .;� h, �V -1 LE 'J +-:;TH ;) F =fEf: 141EI��IT t:�h `kTf��::? L L'i ^ �-� . � �- '' '•. . � _ � ` �•. � � - � . . � `r z . � EC141E�1T G�� hTF��:�� L LiJL_ TH.�T .r��T .�.� .�� 1-' E ? Ih.� ETEI� C �� `JTh'�� L `,�H:�,LL �E II'�1 .`_;T+�.LLE i Fh; lf�� h: CWA MAINTEiVAN�CE N0TES � x--�.._ ,� x 1 ,�, x 1 _ : �.11 ; , , '`' - - �� a°a[� ;�� [� Er, � :-.r.� fFE - - T�„ �,NY �JP;� F;p,l;� IEP,T L�.NI; — �� I :,T.J � � Ih„ AC:TI �,+ITIE� . Q 1 . IMSPECT EIMPs EACH W�6RItDA�` , Af� � MAINTAIIV THEM Ih� EFFECTIVE OPERATING CON � ITlON . _��' � �i ` .,, . ~; Ei. I �viEr1T t�:�� r�.T�a�_� L L[� �;�; L� H+QLL �? r� � 14;T � F STit�,�,+N , C'c��t,a _, �; �;T , Ex [; EL�: I �._� i � ._� i� u �:; �:s�� h, �, T r�air�r�NaNCE o� �MPs �Hou �o sE pRoacrivE, �vaT �EacrivE. iov��PEcr er��s as soo �v ns N ��-- _ _ � ' '�I ��. '.EETE _ :; f.ilr � ; + : �"� `�' � ' � �T FILE �E , ,=.NL:� `= HALL bE F� EE JF ,�.NY �, �:� Y€ IGU � 'a°JEEL`+ `� EEL";. ��iR UEF-E�.�T`=; I '� f� LLeCdY•.� I-'. II� �� , POSSfBLE �AhJb �t�WAYS WITHIN 24 HOURS) FaLL�W6NG A STQV�M 1'HAi CAu �ES S �IRFA�CE � � �E � i - � E .�I ':+ E ' !T ; : ; E,T . �: iL L( i : . H ::� LE�: .4�J �� (; �'�'I �:: J `=, '�"� EAR . ER4SIfJN , AN [) PERFC5RM NE� ESSARY MAINTENANCE . w . _ . x �� iJ � K ' .ic a "-'----_ � � - � , , .. � �" , , - . . . . . - 2 . FREqUENT QB�ERVATIONS AN � M,4fNTENANCE ARE NECE5SARY T�� iv1AINTAIN BMPs IN Q i � d � . Eh;TE � 7• � ' � . "~_� EL• I v1E�`dT �.:�.,,� RTId�„� L L[3u`-s hA?,w L3E �J .`vEL-� .A.`� vh.�1�LL �.; HE[_ K �� 14 .`�. IV L� ITi� HE� �,�! � `�1^r'kLE`__ . � ` �' „ °. ;�TE � � H ��'Jv'E�,�' Ef=. , THEY '�3H �u� JL� '� �u�T � E J5EG If� F' E � Ehh, I,�L �T� E,�.f; ;� . E F F E�3 1 V E O F"E R A T[N G C O N d I T I G 1 N . I N�P E C T I C 7 N S A N O C€I ft R E C T I V E M EA S U R�5 SH C I U L Q B E � �• D �CUMENTE� THQF��UGHLY. _ ��``w- s .. TH1= . I , Ef" IL I F:� � :. - - r - - - ^ - - � FU.�'.� -- " �_ �� ' 1,4 `�' ; � : E 'rrITH SEl lt•.� E '• T `. � IT I �: F� E(rC? h�.� h4iErdCaE .] TH.'�.T :: E11h� Eh� T :: rJrdTF° c, L LC��'� ':= E?E TF� E '� �'; HE :� I �'+1T� THE .� � r� �..! P� C. T�.� 3_ WHERE BIvIPs HAVE FAG�E� , REPAIR OR REPLACEhAEhI� 5HdULD BE INITIArED UFON � � " ' ,"-, .f1E�'TH :; F ,�F= � , xIh. N.TELY 7� .iF THE C71 �"+ h�lEfE ; E' F THE L�7C . IF T-. Ef, :' HIJ � T�1 THIS � ISCC7VERY oiF THE F,�i �uRE. SECTION 10 TOWNSHIP 3 � _: i' . :� f' .T = :_� L L'_ _ TH�T � � � � � , a a �? a , , x , 7 m �— �.k' E .� :+ Ihdlr�ii_. 'd CiF CE�TH I :�� hd �:;T FE�.� I � LE � `�J �� ;' ;� � DE'=: 1 �.'�+ :iLE i `: H � RT TER41 IhJ ��Tr.LLr'+Tlf? hJ 'dvITH GE':� I � E N [�T T;1 � . ;'" '�' �� .� �r r�.� v �+�^ E L�.r� r� �� :.�a�� l= ,l a. LEr�� E- T? Ew �` HIN � [� E ��TH ��.��.`r �� E .�� : Er-T.-� � LE ��1TH �.4 �:� � E � ,"� J �.s �T a . rHE cwa sr�a�� aE �EPaiREo , c�Earv�a , aR EN �,�cE� as r� Ec�EssaRv �ra Mai �vrAiN NORTH RANGE 66 � . . �` " � . � LNi E L � �.: a ,�: 1 •1 _T �THKIh� � . �� 41aGST L� �� TH,'�T A � E u LE:;fFT C �� f�1 �T hJEEJ T� � E TFEPJCHE � . CAPACfiTY F�FZ CONCF2ETE wA5TE. C4MCRETE MATERIALS , ACCUMU�ATED IN PI �, SHALL BE � ' •- • ` ! ` ', , , ' • , ' ` ' � . , , ` yC )E ;:� LI=.. : , i � I o � : : k � ) F REMOVED UN4� E THE Md�TERIALS HRVE f�EAGH�f � A OEPTH OF 2 ' . V �/ E LD 1 V � 1 ,. . , , . � . , .:. COU , CO 8065 � " `. ` I. 11 •'. I ? 'rsHE 'd � ', � i: E', T r t; . THE E_! ? � HILL '=�• II: E �':.'� F THE ': Ei;� U.+ E `•sT � : �_} NT� [� L L�:. ��. `:� H �LL � E ��.C: KFILLE =:! '�°��ITH ':r ::� IL �.: � T:' THE�- E FE�T� •: E `.: . � r , , ., ,, . , , , �, h , 5 . CONCRETf WA5HOUT WATER , lNASTED PIECES OF C�NCRETE ANC) ALL flTHER DEBRIS FILTE '� 'v9 +�TEI � Ir.L THr�T f�� FI��EE �} F I � .v��._ k �� ?� �� L UEI.31tiC=-� . THE � ;.� IL ._� H.-�LL LE TIGHTL` N � �, -. �_ , � , ,� C �ubi ?�,C7Er� IVTr THE uH.HFE OF �+ � IGHT TFI.�, �J � LE UvI �JG k. � H �L��1E= L �JF ��: EIvHTEC L�.b"� P3 it� THE SuBS�uRF1�CE PiT 5HA�� SE TRarrSP�RTEa FROM THE �C�B 5i �E iN e� wATER — TiGHT 40 2440 — 104 7720 � C7MF � �T ,� EaIhv1E �JT � ��`' f`�ITF� C� L L�� C� � WEI � HTEC7 '� cor�T,air� ER a,ivo QisPosE� oF P �oPE� �r. ( , , ) �n R �.sLLER ;� R F� LI.+ ��ti� N U�! � L.�CE . � 6 _ THE CWA 'SHALL REM,AIN IPJ PLACE UNTIL RLL COIUCRETE FaR THE PR'{]JECT 15 PLA� E�D . ;= EF:TE ;' '=T^— I� E Isa � , ••, T- � � . :._: % . F�:_� LLr� ��y� ti�1,� `�IJFf;L:TURE � �, ' C; �. 11 i �, `J �_; E F�:: � tT.^ �� IPJ _; . IF h�i �,h, l. Fr.�:�T. � � E � °=; ' I 'JSTI= , � �:TI .::, tti �, � � Cl �; h, `;aT � f E!l: IF''' '�= ' �.l: IhJl,-: , `�:T.�KE`� �� HHLL �� E f'L� ;: EC3 CJY'J 4 � C� Er',TE: f�`:• .�. W �� E ".+IE: EI:� C� EG� �+ 7 . WHEN TF€ E CWA 15 REMOVE6, COVER THE L�ISTURBE4 AREA WITh1 TC]P S�71L, 5EE6 AND s " " � 1 : 1.='.t,•1EfE . � ': I 'J .i " ` "; �ii`: 7 _. �� . ,• , r � .-, � 1�6ULCW OR dTHERWISE STABILIZED IhJ A MANIVER APPf�"C7VE� BY THE L6CAL JIYRIS�ICTION . � f�� lhlhll. fvi :� F F � I �aT;� THE � rr , . a � r.� . 3 �� F THE �T."+ I� E �: H�.LL rf � �. :TF� . � . .� E F� �:� h�1 THE T�, .� r• .aF 3 - - - - - -� � :- EI _ Ih.1E '�.T �.:�. � ` lTI- '_:' L L�„��.; � I � L� ;•,.: � i L�; - E : FILTEa ? _ — � THE LC��. . ��T� KE� TH.�T AF� E E =� :iKEN �°RI [.? �� Tv� I *1 �,T.�.LL ��TP:1 `�l �� Hr.L�_ � E � EI— L�c�: EC' . t ; .� hvi �� ]T � (DETPIL A�APTE� FfEOhA QOUGL4S COl1�NT'Y, COL9RA00 ANQ THf CItY �F PARiSEft, CL�LORA09 , N4T AV,4�L46LE IM Al1TOC.4aJ. � �.tEr.. l.= , o . :>�. � IL ` � �� LC��:�. � �sHC:� LLC CE STµItEf_� 1i:: ' C) N �' EhTEk�• . w '� , NarE nna�r � uRisaicr�o�v5 Hav� e�np oEr,ai �s rrrar va�r FRor� uaF� o sr,aruoaRo o�r,ai �s . � FLt-: .`: — -- ; .`vE�� Ih1Eh�T �; ::� h,T �� L_ LL� �v "�1;KIP�. TEC�!,�,r•di� E N �JTE.`� COf� SUL1 WlTH LO�AL JURIS6ICTIONS A5 TO WWICH @ETAVL SHOIJLD BE USED WHEM � � � IFFERENCES ARE �lflTE� . cn ; , . ,, , . Ih � rEr�T f� ��4 � � Iv�t H �++s�� : r;��:��, .�� •� -, �sia � rvT� l ►� THEh�i Iv EFFE�Tf'�:' E ;7 �'EF�hTIh, ;: :.�:: •a -:� ITI �� r� . � - . .. .. . } ;. 'i ' "� nn � r rr, : . .:_ � , .. , tv� � IP�TErJ,� � �:� E �.� F Eihr� � ., �� H�,� �_ L�6 E� E o��1,�..,TI �� E , h•, ti�1 I�� E�+g �Tl°•�E Ih. �7F� E(";T C �,�1 �-� �; x _z wc, �,� rJ P.�� I � "} r'� S' s � i5 � `G ' iX � , P�. � • } " iWi P C' r , f . , � e r r. J F �.� :vuICLE f� dC� �.L + � .�� . � PITHIr�, 2a- H �=; �._� s, ., r F�.1LLi� , dlrJi_ �. �.T._� r� �.� TH�.T �_, �. ayE � i; �.sl : Fr,�_, E J E '� ;] `� I �: id , a ��. C FEI �t: F�� ls `�I h� E�v, E5 �", '�Y h,' n.INTEVµ.r� ;_ E. � Q � EuTI C" �1 �, � . 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EE�� E � T�:� ��i �, INT� IhI Fl . hi :TIi71��:�LIT'r :� F THE � ��.4f'' , T1 � I . . :� LL" VaHEh� 7E �'TH �� F .��.Ct: ,l "�I .1LriTE � J � `: Ef�� IfviENT_� f� '� f� �' I;: c. xll�' +�TEL °r J�� ;�� F THE HEI �aHT .� F THE `� E � Ih:iEF�T �; �; '��T� �: L L:) � . SHEET TITLE : � - - _� . ~� EGI 'viEhJT t� :�� RTIa�:� L LC) t� `� H�. LL GE FcEh.� i�'•;�°EC:^ �.T THE E�dG^ �� F LIJ `J =vTI�? ,_1 �uTl �] I� . ;:Ch��1F' V�=_T , _- - " ` J . i ; I� h,4EfE ; �` vl ''a } _ ' FR�u1Vl 4C' 4s1P��T LC�:; �, P;' ,�Y rE LEFT IPJ FL�,�vE .+�,� L�ti� `•! G r"+.� �A�v5 r�.F'E �h' Eh.' ,��b''EG ,�i `JD THE : E :: I �:� E ' aT ." ; r-,T ; �' � I_ �:. � ; :: A� EA 'iEEf� E:� . IF CISTLJRF. Er� .4 � Er; E� I aT AFTEF�� R' E +,� ��'J� L, THE'�' 3H �.LL � E C ��'��'ERED �a=' ITH � � TC: =' ��:� IL: °=> EE.f.� E ? � I� C'. rVi ,.! 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ENGR . : SS DATE : 06 / 22 / 2023 o DRAWN BY : SJ CHECKED BY : GB SCALE : AS SHOWN N � SCL-4 Urban Draina;e and Flood Control District November 2015 SCL-6 Urban Drainage and Flood Control District November 2015 CWA-4 Urban Drainage and Flood Control District November 2010 DRAWING N0 . � Urban Storm Drainage Criteria Manual Volume; 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 w SH EET — 14 OF 16 � Q o , � � �. i � 1 SEDIMENT CONTROL LOG 2 CONCRETE WASHOUT AREA S 1 � S - 14 NTS S - 14 NTS Knowwhat's below. 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CD0T SECT. � 703 , N4SHT� # 3 �Q-�� SPIKES LR �,F S , �T FE��E „ -� �4��E ��E�aTE a � � �� , - �,�, � STAKES 1724 GILPIN STREET „T�AIL" SHALL 8E 4 MIN _ MINU5 R{�CK �P.d��' ��,� a BIJRI E� NflIV —WOVEN GEC]TEkTILE FABF�fC `U�;4��,�,��'��`' TRM END �VERLAP WITH DENVER , CO 8021 � BETWE=EN S0IL RND R0CK � c�� ' a�.�cs SPI K�S OR 5TAKES � �a'��'� ��. cor� srRucT �o�v r�,�rs , wovE �, 0 4 �t' �4- 4. OR TURF REINFORCEMEf�T STRAP , o �'t��4'� MAT (TF�M ) CONNECrOF25 UNLE55 OTFiERWI � E .�PECIF� ED BY LOCAL tr _ _ _ _ _ _ _ SILT FENCE � r�sr�,�� Roc� F�usH wir� ,�u � �so�cr�orv , usE ca�r �Ecr. � �a3 , ,aasHrd o � _ _ _ _ _ „� DR BELQ�N TC}P C}F P,AVEMENT ///�� # 3 C �ARSE AGGREGC�TE '�' �6NSTRlJC1"ION MAT ENLl POST5 SHALL QUERLAP � �° 9 ° (MIN . ) a OVERLA� iNTEftLOCK. WITH � flFd �6 iMINUS R�7CK � RE5TRiCT C0NST. VEHICLE AT J �INTS �fl THAT ND GAPS � P,CCESS TO SI � ES aF MRT STRAP C0NNECT0RS ,�air� �xi �r ir� si �r � � NCE , � , :: � : � _ , � :; — � P�S� fl l�lr �}� FIRS � ' -�::_ � � ,�,��'� �.....F;�'y'� _ . ..: � � � . . _ .. � . : ..�. . � 1 . �• r � . ''� !i � � _ � �4,h"�i �� /�,/�.`��T�r��'�,�`\�~,��i,ti`��r � �`° 20' OR AS RE4UlRE � f,�'� (y,'I� (' � ,�� `. _ �y r , R0TRTE �i, r f �`��,�� tif�� '' f� �.�� `'� / fr T� a��il��AI � � . � � � �s f� � � r .f�/ . \.f",� . � ECt7ND � �,r � � NUN -4V{]VEN GE�TEXTILE • ` • Fpa�ic a,NneiP,arEo l f� ; � �fi$ i4 � : '-'- C0MIPACTED SUBGRADE � Th�AFFIC (WI6TH i • � � • �05TS SHAI_L BE JC�INE � AS � ECTI 'ON �'4 CAN BE LESS IF �% -o `. •' c�- SH�WN , TFiEN R�TAl'EQ 1Sb DEG. THICKNE5S C1F G��TEXTILE HAS� �C7N5T. VE�iI �LES �r��•. .•�t�,� IN DIREC�TON THE� GROUN� QR�VEM C0NFIN'� 0 Q � B0TH �S'��C7NA1.- �N�� BEEN EXAGGERATEL . TYP ARE PHY5ICALLY ', .�+ « ,� . .. SIDES ] EXP . 10/31 /2025 SECTI � hJ �1 VT� 3 _ �IEHICLE TRACKII� G C � fJTF� OL W',/ CORdSTRUCTI � N Urc — � . ,�� E �aT � IIEHI � LE TR,ac � ir� c � C� I� TRaL �Ia�T oR TURF REIr� F� RCEMEIVT r� AT � TR � � 5F- 1 . � I �T FENCE — STARLILY November 2010 Urban Drainage and Flood Control District SF-3 November 2010 Urban Drainage and Flood Control District VTC-3 November 2010 Urban Drainage and Flood Control District VTC-5 S O LA R L LC Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Stor7n Drainage Criteria Manual Volume 3 5 . 0 MWAC SC - 1 Silt Fence ( SF) SM-4 Vehicle Tracking Control (VTC ) SM-4 Vehicle Tracking Control (VTC ) 6 . 7 M W D C X SOLAR PROJ ECT N � � T �C ,_� c=j SIL� FENCE IIVSTALLATIC}N N0LES ' z ' t 'a � i� � 1f� f STAHILIZED Ci�NSTRI�CTI�N ENl"ftA�10Ef�XIT INSTALLATIdN fJOTES � �- - v W Q 1 . SILT FENCE MUST BE PLACED AWAY FROM THE TOE OF TFEE SL.OP� Ta ALLQV4 FOR WATER 1 . SEE PL,4N VIEW FaR PO6VDIh� G . SILT FEfVCE AT THE T� E QF A SL(3PE SHOIJLD BE INSTALLED IN A FLAT LOCATION �ITGH II � CA,RRY - LOCATI�DN OF C4dJ5TPUCTIflN ENTRAPJCE S EXIT 5 . N AT LEP�ST S�'�IERAL FEET 2 -5 F7 FR06U THE TOE OF THE SLOPE TCl AILLOW ROOM f{]R WASFf LVATER TO - TYPE C�F CONSTRUCTION ENTRANCE S EXI 5 S � � / � � SEDVMENT TRAP ( ] ,! ( ] (WITH WETFiOUT 1WHEEL WASH , � P{7NdIN� AN ❑ DEPD51TI01� . , � � OF, BA51N � C0NSTRIJCTIQN MAT 4R TRM ) . � 2 . A UN1F4RnA 5 " X 4 " ANCHOR TREhICH 5HALL BE EXCAVATEC? lJ[sING TRENCHER []F2 51LT A f�_`� r" ��":�_ � ;�- . � PUBLIC � • - � - ,� � µ � 2 _ CdN5TRUCLIflN MAT C7R rRM 5TA81LI2ED �t�N5TRUCTIOPJ ENTRANCES ARE ONLY Td BE Q r� .:;z �-i �, � � �� .-� W� r-I, � � FENC� INSTAL.LATIQC`J �E1+'ICE. NQ RCJAD GRADER� . BAC. f`�` HC}ES . ❑R `,� IMILAR E{}VJIPIv1EMT SHALL RC3ADWA1' t r � = i � -, z �• � • - ; ' _ � 115ED �JN 5HIaRT IJURATION P'FiOJEGT5 �TYPIC„4LLY RIIM1JG�NG FRL7h7 ,4 WEEK TQ A hiOhkTH � BE � SED . - - _ � �'�'� r' � ' � '� �A� +� j �u � WHEftE THERE WILL BE LIMITE❑ VEHICUL4R ACCE55 . �-,^ s-;��-d�.+"-Cr ,? t..l-C ws ₹�, ; ' ' '-, `-{ ,t� . ., `Ja` �s �': , r�J� � Y�� f � �S• ~ _ ` -�` 3. A SFABiLIZE0 CQNSTRUCTIQN ENTRaNCE/EXJT SHALL BE LQCRTECt AT ALL ACCESS P4INTS SECTION 10 , TOWNSHIP 3 3 . COMPACT ANCHOR TRENGH eY HAN � WITH A "JUhAPING JACK " C)R 6Y V4HIEEL RDLLING . ' ' . � �1-r�, '",t '�-.��' `. ' � . "' _ �` �f' ' .� , � . r� "t 'cF�`rlt-1 � � � iZ J' iY F'{ ��—1 � i-1 �=l Cf�MPAGTIt7N 5FtlALL BE 5�JCH TFiAT SILT FENCE RESB5T5 BEING Pl1LLE� C]UT f7F ANCH �7R ' � f- '�. • �� - [p .. - "' � . � 1 s ' =� Pr r.-� , � t.. , WHERE 'JEHICLES ACCESS THE C0fJ �TRUCTI0N SITE FR�IM PAVED RIGHT - dF -WAYS . � TREhICH BY hiAND . NOTE � WAS�i VJATE9� i. ,: r" ,� _. >-, .� F�AN �y . , F� , � . ;_ ,, : Ma�r �var c��vra,ir� _ ; � � ;� ,y �� ,� �� a, � � -s ;� .w� ,f� N O RTH RAN G E 66 �n �HEMICALS DR $6AP5 � ` ` "` " e`'; "� � "� - ` �' " 4 . STABILIZE�� CgNSTRIJCTIflN ENTRANCE/ EXIT SHALL BE INSTALLE � PRIDF� T� ANY fLANf3 � 4 . SILT FENCE SHaLL B� PllLLE� TIGF �T AS IT IS AhJGHaRE � TQ THE 5Tr�1� E5 . THEftE 5HfllJL❑ '� � � � � :� � i � � i j 4� � DIST�IRBING P�CTIVITIES . � W�T"�"T °gr�� " � "`� { -� -� ��` � - � ,. . WELD COUNTY CO 80651 � BE NQ f��TI� EA�LE SAG BETWEEN STAKES AFTER IT HAS �EEf� AN �H4F�E0 T0 TFIE 5TAKES . -� ,-� � � A SEPARATE PERM �T 1h1ASH RAC44 ,_ :- , . r 5 . SILT FENCE FABF2IC 5F�ALL BE ANCH {JRE❑ TIJ THE 5TAKE5 U51NG 1 '' HEAVY ❑ UTY STAPLES 5 _ A NON -W[�VEN GEQTEXTILE FRBRIC SFIALL HE PLP,CE� LJN � ER THE STABIL9ZED � w OR NAILS WIT'H 1 '" HEADS . STA.PLES AhJ � NAILS SHbULC] BE PL,qCE� 3 " ALONG THE FABRlC CONSTf�UCTInIN EMTRAMCE/EXIT PRIaR TO TFEE PL,4CEMEhJT OF R� � K . (4o . 244O � - 1 0 � . 7720) N DOWN LHE �1CAKE . � 6 . UN �E5S QTHERWISE SPECIFIE� BY L(JCA� JLJRISDICTl4N , RqCK SNf4LL C{]NSIST flF OCJT 5 . AT TkiE EPJD OF A RUN OF 51LT FENCE pLONG A CONTflUR , THE 51LT FEfWCE SHOULD BE SE�T , � 7� 3 , A4SHT�� f� 3 C(7.4RS� AGGREGATE flR 5 '° �h�9NL15� RdCK . TLJRNED PERF'EfVDIC1JLAR TO TH� CdNrOUR TO CREATE A "J - HO� k' _ '" THE "J -HObK " � _ 6 "7" M9N _ I STF,BILIZE� G1�NSTRI�'CTION ENlRANCEf�XIT MAINTENRf4CE NOTE5 E7CTEN ��ING d'FRPENDICULAR TO THE �flNr4UR 5H4ULQ BE OF 5UFFICIENT LENGfH Td KEEP �' `� °' RIJ6JflFF FROh� FLOWING AROLfN � THE Ef�� OF THE SILT FEMCE (T�'PICRLLY 14 ' - 2�' } . 3 , _,r �3 T� � , ., ' 1 . INSPECT EIMPs EACH WQRlfDAY , ANa MAINTAIN THEM If� EFFE�TIVE 6PERATING CQN � ITfON . � ,. � �` t -� �t =� '� `�' " ` ` ` MAINr�14ANCE �]V� SMPs SH� UL� BE FRdAGTIVE, N �T REACTIVE. I6VSPECT 6M�'s AS 5007N A5 7 . SILT FENCE SHALL BE INSTALLED PRIOR TQ ACJY LANd � ISTUF�81 �dG AGTIUITlE5 . - ` - ,� ,4 ;�_ ��[ ,� ;�-,�2-;� ,� --,= � . > REINFORCEO CONCRETE RACK � - -� . � � -� �=� 'a �`�+ . P�551BLE (APJD ALWAYS 4�+ITHIN "�4 HOUR5 � FC7LL0�4V6NG A STdff2M THAT CAUSES 5E1RFA�CE � SILT FENCE hAAINTENANCE NbrE5 � MAY SIJBSTITUl'E STEEL �ATTLE DRAIN 5PACE ERC�51C}N , RNI] €' Ef�F� RM I� ECE55AftY MAINTENANCE . I �UARD F�R t;QNCRETE RACK} 2 . FREQUENT 6BSERVATIONS AND Y�AINTENANCE ARE INECE55ARY Ta MAINT.AIN BMPs IM � 1 . INSPECT EIMPs EACH W0RK0R'�, AND MAINTAIN TF1EM I �' EFFE�CTIVE 0PERATIMG C0hJ � ITV{] N . EFFECLIVE c7F'ERAT[NG COf�[7lTIQN . IN�PECTIC��IS A�9D COftftECTIVE MEASURE5 5HOULd BE � �AIfJTENANCE OF �MPs SHCJULf7 BE PR�7RCTIVE, f� OT REACTIVE. INS�PECT BM'�Ps AS �� C7N A5 SECTIC� P*,I Al DOCUME�ITE� THC�ROLlGHLY. I P �SSfBLE (AhJQ A�'J�JAYS WITHIN 24 HOIJRS� FOLLOWIEJG A ST4�Sh�l 7HAT CALJSES SVJRFA�CE � ER4SI0N , AN8] �' ERF0RM I� ECESSARY MIAINTENANCE . 3 . 'J�+HERE BIvIPs HAVE FAILE� , REPAIR {] R F2EPLACEMENT SH�ULD BE INITI�1rED 11FON J dISCQVERY QIF THE FAILURE. � 2 . FREQUENT 68SERVATIONS AN � MAIf�TENANCE ARE NECE55ARY T�� MAINTAIf� BMPs If� Q EFFEC1f1VE CYF'ERRTING COh��ITIQN . INSPECTIC]�l5 ANd CflRRECTfWE MEASLJRES SHC1vL[� 6E 4. RO�K 5HA,LL B'E REAPPLIE� OR F� EGRAaED A5 NECE55A,RY T4 THE STA8IL� ZED �� D �CUMENTE� THOROUGH �LY. �� — � _ ��,�j �'j � EGATE VEHICLE TRA,CKING CC� N � ROL UVITHI ENTF�ANCE/EXVT TC] MAINTAIN A COfJ515TENT aEPTH . � 3 _ +NHERE BIvIPs HAVE FA�CE� , f2EPAIR OR REPLACEMENT SHOULO BE INITIATEd LIPCIN '�'�� H ��` �{ 5 . SE�dMENT TRACKE [7 ONT4 PRVE � R�Aa5 15 TO BE REMOVE0 THRdlJGHOUT THE �AY AND 0 PRELIMINARY 03/29/24 � dISCC?VERY 0IF rHE FAILURE. I�T THE Ehl � OF THE �AY BY SH �VELING OR SV�fEEPING , SE61Yu1ENT MAY NOT BE WASHE� 0 4 . SE[J9MENT ACCUMULATEI] UPSTIfiE,hM �F THE SILT FENCE SF�ALL BE REMOVEQ AS NEEOED �dWN STORiM 5EWER �ftAIN5 . REV. NO DESCRIPTION DATE � TO MAIf�TAIN THE FLffJCTf� NALITY Of THE 6MP , TYPICALLY WH�N � F_P'TH OF A�GLIMUL4�EQ 5EiDIMEPETS I � APPROXIM,4TELY C". N (JTE; MANY JURISDICTIQN5 HAVE BMP IOETAILS TFSAT VARY FR� M �JaFC� 5TANDARt� ❑ETAIL5 , J CQNSI� LT WIT�� L(1CAL JURISDICTIC7N5 A5 T0 WHI�H !DEPAtlL 5H0UL� B� US�D WHEN DIFF�ERENCE5 ARE �vor�o . � 5 . REPAIR �F� REPLACE SILT FENCE WHEN THERE ARE SPGN5 OF INEAR , 5UCH AS 5AGGIFJG , SHEET TITLE : TEG`R � NG , {�R GdLLP'p�E ' (�ETe�L5 AOAP�E� FFt4M CITY aF BRQOMFIELLI, COL47RADa, NOT kVAiLABLE IN ALlTS7CA�} 6 . SILT FENGE 15 '�fC� REMAIN IN PLACE UI� TIL THE UPSTREAM � ISTURBE� ARER IS STABILIZED � AhP � AFPROVE_� BY THE LO�AL JLJRI5QGCTI�N , QR IS REPLACE � 8Y A�I EQLIVVRLENT PEF�IMETER � 5EP]fMENT C� NTR9L BMP , � SWMP & SITE DETAILS m 7 . WHEN SILT FENCE IS REMCsVE[] , ALL DISTURBE� ARERS SHALL E3E Ca�IERED NIITH T4PSQIL , g 5EEDE�1 AND MULCeiED Oft �THERWI5E STABILIZED RS APPROVE� EEY LflCRL .�Uf�I5DICT14N . Q � {DETPIL kDAPTED fRON TOWN OF PAF�KER, COL4RA➢4 AN6 CISY OF ALJRORA, NQT AVAJl1��9LE IN kUT9C,4�� Q � fV� TE� MANY JLJRIS�ICTIIOMS HA'JE BMP OET,4ILS TF�AT VARY FR� M UDFC ❑ STANDAR� DET,4ILS . � GONSIJ� LT Y�1tlTH LOGAL JURISDIGTIONS A5 TO WHICH !D�ETf��L 5HOULCh g'F U'SEd WHEhJ �p DIFFERENCE5 ARE iNOTEO . PROJ . MGR . : SS PROJ . ENGR . : SS DATE : 06 / 22 / 2023 o DRAWN BY : SJ CHECKED BY : GB SCALE : AS SHOWN N � SF-4 Urban Draina;e and Flood Control District November 2010 VTC-4 Urban Drainage and Flood Control District November 2010 VTG6 Urban Drainage and Flood Control District November 2010 DRAWING N0 . � Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 w SH EET — 1 OF 16 � Q o , � � �. i � 1 SILT FENCE 2 CONTRUCTION ENTRANCE 2 CONCRETE WASHOUT AREA S 1 5 S - 15 NTS S - 15 NTS S - 15 NTS Knowwhat's below. '�a�� befar+e yau dig STARLILY SOLAR USE BY SPECIAL REVIEW - MAJOR AMENDMENT SECTION 10 , TOWNSHIP 3 NORTH , RANGE 66 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO 25 . 58 ACRES # ,� � �,, ,� � �, PROJECT NUMBER : USR20 - 0011 � ESIC� N ENC � NEER � N �G � �ii ,e. �� . . . . - .. . ..<:_ „ — __ . � - . —— -- . . . . . . _ - . . - �.� -- - . . . . . . . - - . � .- . . . — - . . . . � �. T .. . : . — . . . �: ._. _- - � . . . .. , . _ . _ . _. , .. —. — —� ; , � c -- = — 3 ,� o, - �, __ -_ � � __ _ _ _ _ _ L E E N D � :� , � G � � � � 00 Sltcfituck tilvenue, Sur � ��_� ' �� ; y i � �� I � � � �� f I�_ i �� , 1 � _ -� " i _; .. i :. , i �,, � . � - : �• . �, r� � E_• 'Jr L �1 � 1 'C�� if? Ir_7 4 ,' � �-Y� � SOLAR PV ARRAY , i o 1 �� / � , � � �� , �� i � � r � mm -, � i � � - � � ti � � � � i � � � c �� ,° i � � � � � . i l JYIh - i m C W I [ � � ) �' . �. OiV � I �� . � � . `i ,l �i � � � � � � � � - "� ��. PROPERTY BOUNDARY / i � � � � _ � � � , , � � -_ � `, �, � % �;� � � EXISTING , , � � s / ; � CONTOUR TYP . � � % l .ra , � ) '� (P) PERIMETER SECURITY FENCE ,_ , I , � i ,� 1 i� , �, I � I '� �� I I '' � % �x � � (P) ACCESS GATE � � • - - � � � �I �� ;, I o I � I " � �� " �; _ � '� I � _ � � �� i — _ -� - �� . . � � � = co � �a ur� iry sa � a � � � � � � � I � �' � ��'�� (P) SITE ACCESS ROAD � I � � �� ` I � � � �, , `� � � _ � � � � , � � ��I I � �'�: I % �� , � � � �� , � � � � I � � 1 E GRAVEL ROAD , I � � ) i-� - -� I, � �� ` � I ` , �, � \ \ I 1724 GILPIN STREET , \ / Y � ' � I , \ � F� � � � I , �' � �, ��, � � � (P) LAYDOWN AREA \ . i `. A r� '�� 5 � �\, . r: DENVER CO 8021 � �� , , � I � � � � � ,�� , � � � �� / � � � � , �� - - ��- ;i',�� I \ � (E) FLOOD ZONE , � - - �.�, � , � . �� . ��- � � � � � " r �c, � V � I Iv. �. __ ' � %. � ' � � � � �� ' � � � . � A : ��I � � � -- - �� I�� '� � �� - � �� . EASEMENT �� i � _ � � � ' � � �� I � � � ' \ � - � � � `� , � � � ,_ � I ; �_ : ` , u � , . -, i L '1 - , \ \ (E) RIGHT OF WAY LINE o��fl�� , .� R o �_ �� q � k I � � : � , . � .i � � ��l aAI �,�, � � �, � � � � � . �� _ � � � � � 11 �� I 1 � � �� ❑ . ❑ Q �,,t] Cl D . fl . ❑ - � L� . , -. q � �� s��J�,�L� , 'a ` .' �,'-, � :,� � �C� � � � � � ��_�. . \ . — � — - - - . �� 1 � �I; �, � � � � , � � � � � (E) FIBER OPTIC LINE � f�� fi4i4 � � � � - - - - � ` ' : C] � " � � - - - . � �, ;� � i � � I� - - - - - - - - - - . -I . , - - - - i . , � - - - - - - - - - - - - � - - - - - - - - - � �,� '�� I \ \ ' . (E) OVERHEAD ELECTRIC / ��.�' •. .. •'��```� . ; _ - - - - ,�, � , �S •_, , ., • ��,� � , � ; � �'��r��a� �� EXP . 10/31 /2025 , / � I - _ _ / _ _ � � � - � � �, (E) GAS � _ � � � �, / I I I = � - � _ i �� - - ,- 1 `� �', � I � i I, \ � ;, � � I � , � / I � - - (E) SECTION LINE � / I ,� '''�� :. � � � � �__ � � . �� . . � . . � (E) MAJOR CONTOUR ;,, � � � _ ; �, '� STAR LI LY i �1 ` I � , , � � (E) MINOR CONTOUR ; �, _ ��, � _ _ - ; SO LAR LLC ; �� _ _ -- - -- - _ - I, � �' I ; 75 (N) MAJOR CONTOUR � � ' 87 i ' / 1 � , , � � � � � Ir� _ � � = � I � 76 (N) MINOR CONTOUR I - � � I � I ' _ — — — / , , � � �� . � — — �o� — _ _ � � - � �� 5 . 0 M WAC : � I � � � �� I I I o / I I (N) GRADING BOUNDARY I � I I �� / � � � � 'i, »s' ° � � � ■ � � � � � � ; \ I � � , i SOILS BOUNDARY X � � � � � � _ _ LAR P R E T N � I �� , r - � RESIDENTIAL SETBACK SO OJ C \ � � � o o i � I 320' _ � _ _ � � �� `' �, I �� i�'�� - � G E N E RAL N OT ES Q i ` I � j � � ll � � r _ � i W \� '�� 2 . � �i . � � �� ,� � � � � � '�� 1 . DISTURBED AREA = �3 . 72 ACRES � � � � c , �I ' 2 . DISTURBED AREAS INCLUDE : EXCAVATION , ROADWORK, AND EQUIPMENT PADS . I 3 . TOPSOIL SHALL NOT BE REMOVED FROM THE PROJECT SITE OR SOLD UNLESS � �i � \ � � � I� ' REMOVAL OF EXCESS SOIL IS APPROVED BY THE AHJ . �i � � � - !;II � �G 4 . SITE PREPARATION INCLUDES CLEARING/GRUBBING , ESC MEASURE INSTALLATION , SECTION 10 , TOWNSHIP 3 m I � ; � AND CONSTRUCTION EXIT INSTALLATION . � �, i II 5 . EXCESS SOIL SHALL BE SPREAD ON -SITE SO AS TO PROVIDE NO MORE THAN SIX NORTH , RANGE 66 � I ` i °' � \ � I I , EXISTING CONTOUR (TYP . ) INCHES OF COVER ORIGINALLY EXISTING ON THE SITE . WELD COU N I i , CO 80651 r I ' I � 6 . IF REMOVAL OF EXCESS SOIL IS REQUIRED IT MUST BE COORDINATED WITH AND MEE � ` , I ��'I , , � �I _ ' � � AHJ REQUIREMENTS . �40 . 244 � � - 1 � 4 . 772 �� , \ 7 . SURFACE CREATED BY CONTOURS , PROVIDED BY OTHERS . � � � , � � � zo° �, � I � � U — — — _ , g� ' GRADING QUANTITIES p, � � � � ' — — _ � a� l � CUT ( CUBIC FILL ( CUBIC NET ( CUBIC 2D AREA � — _ _ _ I is�. sa' � azzoo' AREA � ' — � � �� `� YARDS) YARDS) YARDS) (ACRES) � � �� I ' � ROAD 186 . 79 45 . 54 141 . 26 (CUT) 0J3 �� _ I � � � � � � IIJ �I � � ` � � � V �� ' - _ _ = � II � �� I � � ARRAY 5268 . 11 341 . 92 4, 926 . 18 (CUT) 2 . 33 � , �� - - - - - - j � � � � Q i� � � �� TOTAL 5454 .90 387 . 46 5, 067 .44 ( CUT) 3 .06 � � � � I � , - � � � �� - - - �� I�IT , --- y � ,,, �' �' � ` " � �� -� � � � 0 PRELIMINARY 03/29/24 � � � � � � � � iµ � � `' ' � � `° ' � � � � � REV. NO DESCRIPTION DATE � i � � �� r � � �_ �- � x � w � � ; J � � A - � '� �� \ `L 'I ( I ' � - _ _ SHEET TITLE : il II -- - � i �I � � � � � �I I � - ` I I I \ \ � OVERALL GRADING & � \ m � I � �� _ � � �` v `� � - `'' " - - - - - � - � "� � � ' ' �� ; `�� _ � _ � � � DRAINAGE SITE PLAN � ; � � � Q , 98 ,. 59 �, ----- � r � . . . _ - f .. -. . ------ I� � ! � . � � - _ - � � - - I � o � % � � i CO z I z � � � \ � I � m � PR0J . MGR . : SS PR0J . ENGR . : SS DATE : 06 / 22 / 2023 o � �� A � z C N � A � � � DRAWN BY : SJ CHECKED BY : GB SCALE : AS SH0WN O \ A N m � � \ DRAWING N0 . r � \ w � ' SH EET - 16 OF 16 0 � , � , � � S - 16 1 OVERALL GRADING SITE PLAN � S- 16 1 " = 150' N Knowwhat's below. '�a�� befar+e yau dig STARLILY SOLAR USE BY SPECIAL REVIEW - MAJOR AMENDMENT SECTION 10 , TOWNSHIP 3 NORTH , RANGE 66 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO 81 . 31ACRES �► �, � �, � � � � P �C � J� E � T I� � � BE � : �J � � � � - � � 11 � ESIGN E �NGlN1EERING . . .. . .. . D RAW I N G I N D EX , � a� � �, � , r�<� A�e�,��, ��r� 3 .� �. � --'-�.-= C; ��, � Ic� L_. y, Ct� l 'rfornwa 9 4 7 0 9 SHEET NUMBER SHEET TITLE , t� SHEET- 1 OF 15 COVER SHEET SHEET-2 OF 15 PARCEL MAP SHEET-3 OF 15 GENERAL SITE PLAN SHEET-4 OF 15 DEVOPMENT STANDARDS SHEET-5 OF 15 SECTIONS & DETAILS � � � _II i ;� �;.� �; � _�_;: i � � � � � ' SHEET-6 OF 15 FENCING PLAN ;� � . , � . _ ;� � � �� .� : � y _ r =-�- �'-. . SHEET-7 OF 15 LANDSCAPE PLAN = '� • [ o � � � �u � � �r s � � �► R ^ � _: �: ��, - SHEET-8 OF 15 SIGNS " I ;.:.�- , r : .' : .L . �� - - SHEET-9 OF 15 CIVIL NOTES SHEET- 10 OF 15 OVERALL CIVIL SITE PLAN 1724 GILPIN STREET , � �� kL SHEET- 11 OF 15 DETAILED CIVIL SITE PLAN DENVER , CO 8021 � SHEET- 12 OF 15 EROSION AND SEDIMENT CONTROL NOTES , . _'_ � SHEET- 13 OF 15 EROSION CONTROL PLAN � SHEET- 14 OF 15 SWMP & SITE DETAILS d -: . � � � .,. - SHEET- 15 OF 15 SWMP & SITE DETAILS �q.�p�.�...��E�i�,�, �,DD L1� . . . • _ + � * ry / .� . . _ _ +l�� 4 �i"- Q .' / . � : � 56414 � : . . - �' . . �� r • � _ _ _ . . . . . L � � � /, r •�\ \`f,`L �aJ�' •�*• .•'�� 4 ��'V P W �� . EXP . 10/31 /2023 - - STARLILY . , , . � �� - . d .� . .�. 3 ^ � �i . _ .: :_ .. -� PROJECT SITE LOCATION S O LA R L LC . :. .. : ,- �te � - 5 . 0 MWA .��.:�� 5 . 8 MWDC � ��..�� e��°1 �� ► r-wYl "� � � irl� ti � � � .. _ - -� �-i � ��, � �^�� G , �� < ,� �� : � �.` CONTACT INFORMATION X SOLAR PROJ ECT � o APPLICANT : NAME ADDRESS � 1 VICINITY MAP PHONE NUMBER LICENSE NUMBER � S - 1 NTS N N CONSULTANT : NAME ADDRESS � � w Q PHONE NUMBER LICENSE NUMBER � STATEMENT: SECTION 1 O , TOWNSHIP 3 m NORTH RANGE 66 � SIGNATURE : � � � COMMUNITY DEVELOPMENT DIRECTOR WELD COUNTY , CO 80651 N ENGINEERING DEVELOPMENT REVIEW MANAGER �40 . 244 � � - 1 04 . 772 �� PLANNING COMMISSION � � LANDSCAPE ARCHITECT 0 > w �i ENGINEER � � � �i DATE : J J � Q � �� PLANNING COMMISSION CERTIFICATION � 0 PRELIMINARY 09/28/23 i o REV. NO DESCRIPTION DATE � w THIS IS TO CERTIFY THAT THE WELD COUNTY PLANNING COMMISSION HAS CERTIFIED AND � DOES HEREBY RECOMMEND TO THE BOARD OF COUNTY COMMISSIONERSM WELD sHEET TiT �E : COUNTY COLORADO , FOR ITS CONFIRMATION , APPROVAL AND ADOPTION THIS SITE _ SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW AS SHOWN AND DESCRIBED � HEREON m THIS DAY OF ,_ � COVER SHEET Q � Q � m CHAIR , WELD COUNTY PLANNING COMMISSION PROJ . MGR . : SS PROJ . ENGR . : SS DATE : 06 / 22 / 2023 PROPERTY OWNERS CERTIFICATION o DRAWN BY : SJ CHECKED BY : GB SCALE : AS SHOWN N � r DRAWING N0 . r� \ HEET - 1 F1 �' I , , OF PETERSON SCOTT DO HEREBY AGREE TO THE SITE SPECIFIC DEVELOPMENT S O � � PLAN AND USE BY SPECIAL STANDARDS REVIEW AS DESCRIBED � HEREON o THIS DAY OF ,_ � � � � SIGNATURE PRINTED NAME STARLILY SOLAR USE BY SPECIAL REVIEW - MAJOR AMENDMENT SECTION 10 , TOWNSHIP 3 NORTH , RANGE 66 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO 81 . 31ACRES �► �, � �, � � � � P �C � J� E � T I� � � BE � : �J � � � � - � � 11 � ESIGN E �NGlN1EERING 1 =1dQ Sl�+ ntluc� Avenve, $uite 3 C; ��, � Ic� l ,_. ,fi, Ct� l 'rfornwa 9 4 7 0 9 , � � APN ADJACENT ZONNING SUBDIVISION USES APN : 1 21 1 04400005 APN : 1 21 1 04400002 APN : 121103400010 121110200018 AGRICULTURAL 121110200016 RESIDENTIAL 121110200019 AGRICULTURAL � APN : 121103300004 121110200020 AGRICULTURAL 121110100014 AGRICULTURAL �� " . � '� '' APN : 121104400001 - � �� r_`_` ;, I `� i i - - APN : 121103300005 121110100025 COMMERCIAL �: � �� ° � o � � � �u � � �r s � � �► R �� - — 121110100023 AGRI CU LTU RAL `"�' APN : 1 21 1 0400001 8 APN : 121110100026 121110100024 AGRICULTURAL 121110100026 AGRICULTURAL 1724 GILPIN STREET , 121110000010 AGRICULTURAL DENVER , CO 8021 � APN : 1 21 1 04400006 � � 121103400010 AGRICULTURAL PV SOLAR PROJECT LOCATION - 81 . 31 ACRES I II - 121103300005 AGRICULTURAL (3541996 SQ FEET) � II APN : 121110200019 121103300004 AGRICULTURAL APN : 1 21 1 091 0001 7 �D � L!C F� E 4� ,.... .. � , s � 121104400002 AGRICULTURAL �q'`��`�4�.� ,� ••.,� �� , . - � APN : 1 21 1 1 01 00025 ' �� ' - - 121104400001 AGRICULTURAL =.�'�-- G``' " �: ' ,; � I I _ _ ;,� �� 56414 �: ; � APN : 121110200016 121104000018 REAL STATE ASSD �% -�� ;�. . ; ��- APN : 121109100023 121104400005 AGRICU LTURAL ��`��'S�p�p�� APN : 1 21 1 1 01 0001 4 EXP . 10/31 /2023 i ' APN : 1 21 1 091 00022 I 121104400006 AGRICULTURAL � 121109100017 AGRICULTURAL � I I APN : 121110100023 121109100023 AGRICULTURAL � � APN : 1 21 1 1 0200020 I 121109100018 AGRICULTURAL STAR LI LY APN : 1 21 1 091 0001 8 I 121109100022 AGRICULTURAL � , SO LAR LLC � 121109100013 AGRICULTURAL SUBJECT PARCEL � I APN : 1 21 1 1 01 00024 APN : 121109000009 APN : 121109100013 � � I APN : 1 21 1 1 020001 8 � 121109000009 REAL STATE ASSD � 121109400016 AGRICULTURAL 5 . 0 MWAC 5 . 8 MWDC � - APN : 1 21 1 1 000001 0 SO LAR P ROJ ECT X � APN : 1 21 1 0940001 6 0 = I � Q I � w N � � W � Q � 2 PARCEL MAP SECTION 10 , TOWNSHIP 3 � S-2 NTS N NORTH , RANGE 66 � WELD COUNTY , CO 80651 � N (40 . 244 ° , - 104 . 772 °) � � USE BY SPECIAL REVI EW STAN DARD NOTES : � 0 1 . FAILURE TO OBTAIN A BUILDING PERMIT WITHIN TWELVE ( 12) MONTHS AFTER THE DATE OF USE BY SPECIAL REVIEW APPROVAL SHALL CAUSE THE UNBUILT PORTION OF � THIS USE BY SPECIAL REVIEW TO BE NULL AND VOID , UNLESS AND EXCEPTION WAS GRANTED . � � � 2 . APPROVAL OF SITE CONSTRUCTION PLANS BY THE WELD COUNTY SHALL BE REQUIRED (AS APPLICABLE) PRIOR TO ISSUANCE OF BUILDING PERMITS . � J J Q 3 . FOR AN EXPANSION OF THE USE IN FUTURE PHASES , THE APPLICANTS SHALL SUBMIT A SEPARATE USE BY SPECIAL REVIEW , WHICH MUST BE APPROVED PRIOR TO �� ISSUANCE OF A BUILDING PERMIT . � 0 PRELIMINARY 09/28/23 0 4 . SIGNAGE SHOWN ON THIS PLAN IS FOR ILLUSTRATIVE PURPOSES ONLY . A SEPARATE SIGN PERMIT SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL . REv. No DESCRIPTION �ATE � w � 5 . ALL EXISTING AND PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND . SHEET TITLE : 6 . NO BUILDING PERMIT SHALL BE ISSUED FOR THE CONSTRUCTION OF A NEW BUILDING OR STRUCTURE UNLESS THE PROPERTY HAS BEEN PLATTED IN ACCORDANCE WITH � THE CITY' S SUBDIVISION REGULATIONS (CHAPTER 3) . Q m PARCEL MAP � � 7 . ALL ELEVATIONS SHOWN ON THESE PLANS ARE TIED TO NAVD 88 DATUM . � Q � m 8 . ALL REQUIRED APPROVALS AND COPIES OF EXECUTED EASEMENTS , SUCH AS TEMPORARY CONSTRUCTION EASEMENTS , PERMANENT MAINTENANCE EASEMENTS , CROSS ACCESS EASEMENTS , OR CROSS - PARKING EASEMENTS SHALL BE PROVIDED TO THE CITY PRIOR TO APPROVAL OF THE USE BY SPECIAL REVIEW AND CIVIL CONSTRUCTION PROJ . MGR . : SS PRo� . ENCR . : ss DATE : 06 / 22 / 2023 PLANS . o DRAWN BY : SJ CHECKED BY : GB SCALE : AS SHOWN N � r DRAWING N0 . r� w HEET - 2 F 1 Q S O 5 0 � S - 2 STARLILY SOLAR USE BY SPECIAL REVIEW - MAJOR AMENDMENT SECTION 10 , TOWNSHIP 3 NORTH , RANGE 66 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO 81 . 31ACRES �► �, � �, � � � � P �C � J� E � T I� � � BE � : �J � � � � - � � 11 � ESIGN E �NGlN1EERING \ PV SYSTEM DESCRIPTION SITE DATA � �tpp 5 ��, � tru<� a,�en�e, S�ite 3 � � TOTAL MWDC 5 . 87 DESCRIPTION C� ��• � �� _� y, Cc+ I � Eorn� a 94709 \ TEMPORARY PARKING o � � DURING CONSTRUCTION 2 a TOTAL MWAC 5 . 00 ZONING AGRICULTURAL � ( N ) FENCED S- 5 � DC-AC RATIO 1 . 17 PRIMARY LAND USE AGRICULTURAL � PRIVACY SLATS � � � MODULE MANUFACTURER CANADIAN SOLAR ACCESSORY LAND USE OILAND GAS PRODUCTION < � MODULE MODEL CS7N -695TB-AG SITE AREA REQUIRED PROVIDED 1 � ��«,«„��, �,� � MODULE WATT 695 BUILDING COVERAGE N �A N �A I ° � MODULE COUNT 8 ,449 DRIVE, PARKING, AND � �' ;; i '� ;. ( N ) EQUIPMENT PAD � WALKS N /A N /A � � � MAXIMUM DC VOLTAGE 1 , 500 - � �� ii . ..� r�` -� ; `� -� - / � SITE ENTRANCE MODULES PER STRING 17 OPEN SPACE 10% N /A - ,, � C o ih� �+I �! N I T Y 5 � � A R �: ��, � CHINT POWER PARKING REQUIRED PROVIDED ( N ) TRANSFORMER � INVERTER MANUFACTURER SYSTEMS STAN DARD SPACES N /A N /A INVERTER MODEL CPS SCA60KTL 1724 GILPIN STREET , I COMPACT SPACES N /A N /A � � � - - � \ INVERTER COUNT 83 DENVER CO 8021 � i � ADA SPACES N /A N /A � I B � � MODULE MOUNTING SINGLE AXIS TRACKER � m I � MOUNTING LOADING SPACES N /A N /A � � � "G C I � \ CONFIGURATION 1 HIGH gICYCLE N /A N /A ( N ) INVERTER (TYP . ) � � � / \ � � 'l � � \ PROJECT ACRES 81 . 31 SETBACKS REQUIRED PROVIDED R \ \ \ � 8S° � \ � - A � � LEGEND � � �,�DD LlCE � � 100 - , � � FRONT 25 >25 q.,�,C� ., ,.... ,.,l �i�� , - � � \ � 85 MODULE TRACKER ROW (88) � � �`' • � � '�� , a _ ;, , � S � � E 25 >25 �� G�"' (� ' • , � "-' '��1 `�f� h _ , � � � r r �. -��-�' � ' ' - i � , ..- ; s> � �i � � � Y .. '��/ / L L LSi�LA . • � �� 51 MODULETRACKER ROW (19) �_'�- �. � \ ��', � � REAR 25 ' >25 ' � : � 56414 � : 1 i►� � � F`��; " � \ PROPERTY LINE - �� ;' � � �;�; �� CORNER 25 ' >25 ' °' `� r� ' \ � � 8' HIGH SECURITY FENCE �'p�,�.*f.f.. "��,.`'`�� / � _ ' � �� I� 25 \ � �' '�' '�' '�' = EQUIPMENT RACK - SAT PARKING 25 � >25 � �',��Q ��,� r�� / � I \ GATE REFER TO o 0 0 0 20' ACCESS ROAD BUILDING DESIGN EXP . 10/31 /2023 � B o I 20 �\ DETAIL 1 /S-6 REQUIRED PROVIDED / , ' ,�' i ' � TEMPORARY PARKING ELEMENETS � \ � �� (E) OVERHEAD UTILITY LINE FLOOR AREA RATIO �� ( COMMERCIAL N /A N /A / = � g � � � PROJECTS ONLY) / � � � � 7� � DENSITY ( RESIDENTIAL N /A N /A STAR LI LY / / o � i PROJECTS ONLY) T SO LAR LLC / o � 1 SOIL TYPE LINE MAXIMUM BUILDING N /A N /A � I � HEIGHT � � TRANSPARENCY N /A N /A I� � / S�6 HOURS OF OPERATION N /A N /A � � � NUMBER OF N A N /A � • O MWAC � � EMPLOYEES � � , � � \ o OTHER USE SPECIFIC N /A N /A � . 8 MWDC INFORMATION X � � � � SOLAR PROJ ECT N ` � -o-o- -u- -cr � \ � � � \ A 15 . 2 23 3 CONTOUR Q � S- 5 LINE (TYP . ) � w � � � � B � � � � � 1215 . 7 � � � _ _ _ _ - - - - � , \ 45 SECTION 10 , TOWNSHIP 3 - - � NORTH , RANGE 66 m � � � � � � \ ` ° � WELD COUNTY , CO 80651 � _ � � � N � � � � (40 . 244 ° , - 104 . 772 °) � � � � - _ � - - - - - - � � � � � � � � � � � � � o � � w ( E) UTILITY OVERHEAD POWER LINE . � �� \ � - - - - - - _ _ �i PV SOLAR SYSTEM - POI � � 44 ' � � , � � ( POINT OF INTERCONNECTION ) . � ' - - _ _ � � J� LOCATION TO BE FIELD VERIFIED . 72 � ` � , , � \ � � � , , � J � / �. \ - - - - - I / Q / � \ I � �I ` � � 0 PRELIMINARY 09/28/23 i w \ o � REV. NO DESCRIPTION DATE _ , � � � � , \ ' ' � � � J � � `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 1 � S 30 5 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 STARLILY SOLAR USE BY SPECIAL REVIEW - MAJOR AMENDMENT SECTION 10 , TOWNSHIP 3 NORTH , RANGE 66 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO 81 . 31ACRES �► �, � �, � � � � P �C � J� E � T I� � � BE � : �J � � � � - � � 11 � ESIGN E �NGlN1EERING 1 =1dQ Sl�+ ntluc� Avenve, $uite 3 D EVE LO PM E NT STAN DARDS c; �-, � �� .=. ,fi, ��, � � �o � n� a 9 � 7 � � 1 . THE SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW PERMIT , USRXXXX-XXXX , IS FOR A MEDIUM SCALE SOLAR FACILITY ( 5 . 0 MWAC ) IN THE INDUSTRIAL - MEDIUM INTENSITY ZONE DISTRICT , AND IS SUBJECT TO THE DEVELOPMENT STANDARD STATED HEREON . 2 . APPROVAL OF THIS PLAN MAY CREATE A VESTED PROPERTY RIGHT PURSUANT TO SECTION_YYYYYYYOF THE WELD COUNTY CODE . 3 . NO PARCEL INCLUDED WITHIN THE USR PERMIT BOUNDARY SHALL BE CONVEYED OR LEASED SEPARATELY FROM ANY OTHER PARCEL WITHIN THE USR PERMIT BOUNDARY . 4 . THIS IS AN UNMANNED FACILITY . �� '� ;; i '� ;. 5 . THE SITE SHALL BE MAINTAINED IN ACCORDANCE WITH THE APPROVED PROPERTY MAINTENANCE PLAN . - rr�-`� � +I `� �` I T � �� _._'� �� S O rr, � � � � �l � � � � � � 6 . THE SITE SHALL BE MAINTAINED IN ACCORDANCE WITH THE APPROVED DECOMMISSIONING PLAN . '� '�� 7 . THE SITE SHALL BE MAINTAINED IN ACCORDANCE WITH THE APPROVED LANDSCAPE AND SCREENING PLAN . 8 . ALL SIGNS SHALL ADHERE TO CHAPTER 24 , CHAPTER 9 ; A SEPARATE PERMIT WILL BE REQUIRED . 1724 GILPIN STREET , 9 . NO OUTDOOR STORAGE OF ANY MATERIALS AND EQUIPMENT INCLUDING , BUT NOT LIMITED TO , SOLAR PANELS AND SUPPORT STRUCTURES NOT IN OPERATION WILL BE ALLOWED . DENVER , CO 8021 � 10 . NO EQUIPMENT ASSOCIATED WITH THE SOLAR FACILITY SHALL BE LOCATED NEARER THAN THIRTY ( 30 ) FEET TO THE BOUNDARY OF ADJACENT PROPERTIES , IRRIGATION DITCHES AND/OR RIGHTS -OF-WAY . 11 . SOURCES OF LIGHT 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 MOTOR VEHICLES ON PUBLIC OR PRIVATE STREETS . NO COLORED LIGHTS MAY BE USED , WHICH MAY BE CONFUSED WITH , OR CONSTRUED AS , TRAFFIC CONTROL DEVICES . ��,�,D D Ll�E� 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 STORED AND REMOVED FOR FINAL DISPOSAL IN A MANNER THAT PROTECT AGAINST SURFACE AND GROUNDWATER CONTAMINATION . �q`;.••�.� ,�,�•�•. �� -- . Q` �i' � ''�� . . 13 . 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 FACILITIES ACT , C . R . S . § 30 -20- 100 . 5 . , =!� � �; � , ,� ! � 56414 f ' 14 . WASTE MATERIALS SHALL BE HANDLED , STORED , AND DISPOSED OF IN A MANNER THAT CONTROL 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 . � �,s c`��'�� °�' ''••... ..•••' �'�Q �� 15 . FUGITIVE DIST SHOULD ATTEMPT TO BE CONFINED ON THE PROPERTY . USES ON THE PROPERTY SHOULD COMPLY WITH THE COLORADO AIR QUALITY COMMISSION ' S AIR QUALITY REGULATIONS . ExP . � ois � i2o2s 16 . THE OPERATION SHALL COMPLY WITH ALL APPLICABLE RULES AND REGULATIONS OF STATE AND FEDERAL AGENCIES AND THE WELD COUNTY CODE . 17 . THE PROPERTY OWNER OR OPERATOR SHALL BE RESPONSIBLE FOR CONTROLLING NOXIOUS WEEDS ON THE SITE , PURSUANT TO CHAPTER 15 , ARTICLES I AND II , OF THE WELD COUNTY CODE . 18 . THE ACCESS TO THE SITE SHALL BE MAINTAINED TO MITIGATE ANY IMPACTS TO THE PUBLIC ROAD , INCLUDING DAMAGES AND/OR OFF -SITE TRACKING . STAR LI LY 19 . THERE SHALL BE NO PARKING OR STAGING OF VEHICLES ON PUBLIC ROADS . ON SITE PARKING SHALL BE UTILIZED . 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 TO COMMENCEMENT . SO LAR LLC 21 . THE PROPERTY OWNER SHALL 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 : 2018 INTERNATIONAL CODES , 2006 INTERNATIONAL ENERGY CODE , AND 2017 NATIONAL ELECTRICAL CODE . A BUILDING PERMIT 5 . 0 MWAC 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 BY A COLORADO 5 . 8 MWDC - REGISTERED ENGINEER SHALL BE REQUIRED OR AN OPEN HOLE INSPECTION . � SOLAR PROJ ECT � 24 . THE PROPERTY OWNER OR OPERATOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE DESIGN AND OPERATION STANDARDS OF CHAPTER 23 OF THE CITY OF WELD COUNTY CODE . N � 25 . NECESSARY PERSONNEL FROM THE WELD COUNTY DEPARTMENTS OF PLANNING SERVICES , PUBLIC 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 _ Q 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 . N 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 Q � DEPARTMENT OF PLANNING SERVICES . SECTION 1 O , TOWNSHIP 3 m 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 NORTH , RANGE 66 � � REVOCATION BY WELD COUNTY PLANNING COMMISSION . BOARD OF COUNTY COMMISSIONERS MAY HAVE THEIR OWN SEPARATE PROCESS . COMPLIANCE IS THE RESPONSIBILITY OF THE LAND OWNER . WELD COUNTY , CO 80651 N 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 �40 . 244 � - 1 04 . 772 �� ' VITAL RESOURCES BECAUSE (A) THE STATE ' S COMMERCIAL MINERAL DEPOSITS ARE ESSENTIAL TO THE STATE ' S 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 O > �i EXTRACT THE MINERAL RESOURCES . � � 29 . THE WELD COUNTY RIGHT TO FARM STATEMENT , AS IT APPEARS IN SECTIONS 22-2 -20J . 2 OF THE WELD COUNTY CODE , SHALL BE PLACED ON THE MAP AND RECOGNIZED AT ALL TIMES . i J J � � 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 AGRICULTURAL . 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 0 PRELIMINARY 09/28/23 o FEATURES WHICH ATTRACT URBAN DWELLERS TO RURAL WELD COUNTY WOULD QUICKLY BE GONE FOREVER . REv. NO DESCRIPTION DATE w � AGRICULTURAL USERS 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 AND 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 sHEET TiT �E : 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 Q 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 . SECTION35-3 . 5- 102 , C . R . S . PROVIDES DEVELOPM ENT m 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 . � � TANDARD � WATER HAS BEEN AND CONTINUES TO BE , THE LIFELINE FOR THE AGRICULTURAL COMMUNITY . IT IS UNREALISTIC TO ASSUME THAT DITCHES AND RESERVOIRS MAY SIMPLE 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 . m 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 PROJ . MGR . : SS PRo� . EN � R . : ss DATE : 06 / 22 / 2023 o 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 oRAwN BY : s� cHECKEo BY : GB scA � E : As sHowN N ENFORCEMENT , AMBULANCE AND FIRE . FIRE PROTECTION IS USUALLY PROVIDED BY VOLUNTEERS WHO MUST LEAVE THEIR JOBS 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 PRIORITIES 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 DRAWING No . r � �; SERVICES . RURAL DWELLERS MUST , BY NECESSITY , BE MORE SELF- SUFFICIENT THAN URBAN DWELLERS . H E ET - � F � w S O 5 o PEOPLE AREA EXPOSED TO DIFFERENT HAZARDS IN THE COUNTY THAN IN AN URBAN OR SUBURBAN SETTING . FARM EQUIPMENT AND OIL FIELD EQUIPMENT , PONDS AND IRRIGATION DITCHES , ELECTRICAL POWER FOR PUMPS AND CENTER PIVOT OPERATIONS , HIGH SPEED TRAFFIC , SAND BURS , o PUNCTURE VINES , TERRITORIAL FARM DOGS AND LIVESTOCK AND OPEN BURNING PRESENT REAL THREATS . CONTROLLING CHILDREN ' S ACTIVITIES IS IMPORTANT , NOT ONLY FOR THEIR SAFETY , BUT ALSO FOR THE PROTECTION OF THE FARMER' S LIVELIHOOD . � _ � J � STARLILY SOLAR USE BY SPECIAL REVIEW - MAJOR AMENDMENT SECTION 10 , TOWNSHIP 3 NORTH , RANGE 66 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO 81 . 31ACRES �► �, � �, � � � � P �C � J� E � T I� � � BE � : �J � � � � - � � 11 [� 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`� = ; `�,-. ��Z�� , - � � - � i' / , � ,- - ; � � i; i � - -� � i � I ' , : i �ii � - -� 4 4 4 :' �, a ��X�� Y�� ' 1724 GILPIN STREET , „ „ „ „ „ „ „ „ „ „ „ „ „ � , , , , , , , , DENVER , CO 8021 � GRADE LEVEL � � � \ � 1 ACCESS ROAD TYP . � ( ) � i � ��,,�D D Ll�E� \� � � � � � � �i '�, . ..... . � , 4 •' ��'• C"�' '� -5 NTS , / �� , 4�� , �/ � / � � a '� . ,...� Q , / � • ` ! � 5'6414 { ! �//`\�` ' \ � '� \ / � - . . 60° \ � �o�••* �;'��, \��. � �G . . �- . \ \ ��'VrW ��- L `� �� EXP . 10/31 /2023 �/ � \ 8 � -�� > NOTE : CONTENTS ON SIGN MAY CHANGE SUBJECT TO FINAL DESIGN 4 ,_0 „ ( MAX . ) ( MIN . ) 12 �-O �� STARLI LY STARLI LY SO LAR LLC SO LAR LLC 4'-O" PHOTOVOLTAIC POWER PLANT 6�-0�� SUNSHARE COMMUNITY SOLAR / `J . O MWAC GROUND LEVEL � 5 . 8 MWDC � SOLAR PROJ ECT � 3 PV SOLAR TRACKER ELEVATIONS N S -5 NTS 0 _ � � Q w 2 ENTRANCE SIGN BOARD � S -5 NTS � w � Q � SECTION 10 , TOWNSHIP 3 m NORTH , RANGE 66 � � WELD COUNTY , CO 80651 � N (40 . 244 ° , - 104 . 772 °) � � � � O > w � � � � � � J J � Q � � � � 0 PRELIMINARY 09/28/23 i o REV. NO DESCRIPTION DATE � w J `L SHEET TITLE : � c� Q m SECTION & DETAILS � Q � Q � � m PR0J . MGR . : SS PR0J . ENGR . : SS DATE : 06 / 22 /2023 o DRAWN BY : SJ CHECKED BY: GB SCALE : AS SH0WN N � r DRAWING N0 . r� w HEET - F 1 Q S 5O 5 0 � S - 5 STARLILY SOLAR USE BY SPECIAL REVIEW - MAJOR AMENDMENT SECTION 10 , TOWNSHIP 3 NORTH , RANGE 66 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO 81 . 31ACRES �► �, � �, � � � � P �C � J� E � T I� � � BE � : �J � � � � - � � 11 � 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 _ __. , � � `�,;� '� � �� / ' _ - . . . . . ._ y � � � S O rr, � � � � �l � � � � � � � I I I I I I 4 . EXTENDED , END , OR PULL POST FOOTING MINIMUM CONCRETE COMPRESSIVE STRENGTH SHALL BE 2 , 500 PSI MIN . , � ' � � \ �: '�� / 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 , / _ � 4 "x4 " 6 GA A�vANIZED ' \ 6 . EXTENDED , END , OR PULL POST FOOTING DEPTH SHALL BE A MINIMUM OF 4' PLUS AN ADDITIONAL 3" DEPTH FOR EACH WIRE MES ELDED TO � 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=�= -_ _ --� - � � L I �u� �t�y��C��y�� _ ��k,�,�S�,��C�� _��-��,��k�� _ ��„��,�� -� �.�,�. IGE 8 . IN AREAS WHERE EXISTING FENCES CONFLICT WITH SITE SECURITY FENCE , CONTRACTOR SHALL REMOVE AND o�,�;,. ••••• •..,�s ; , �Z ,•�, ' l�Q;� � c� .� �,�.� � /, �. , . _ w Z � DISPOSE OF EXISTING FENCE . .� G� �: � ^ � ( : � • \ p a � 9 . DISPOSAL OFF SITE - NO MATERIALS ARE TO REMAIN ON SITE . :. �° 56414 f: �' .G . . ,��C' � � Q 10 . ALL STEEL OR MALLEABLE IRON PARTS AND ACCESSORIES SHALL BE HOT- DIP GALVANIZED IN ACCORDANCE WITH �°.��'„, ,,.•��,,�`� w � ASTM A123 AFTER FABRICATION . � �� _ EXP . 10/31 /2023 - - � C4 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 � . 8 M W D C S -6 NTS X SOLAR PROJ ECT � � WOOD CORNER , WOOD BRACE POST WOOD LINE POST � TERMINAL OR PULL POST 6 " DIA . MIN . (TYP . ) 6 " DIA . (TYP . ) � 6" DIA . MIN . (TYP . ) Q w N � -- -- -- -- � W � Q � . . . . . . . . . _ , SECTION 10 , TOWNSHIP 3 m IN - LINE STRAINER NORTH , RANGE 66 � _ _ _ � � WELD COUNTY , CO 80651 � N - �/ WOVEN WIRE FABRIC �4 � . 244 ° , - 1 � 4 . 772 °� � � � � �� _ � _ � - � � O � �' I �, I I I' � � Q �� _ _ � _ - _ __ _ __ _��_ _ _ - - - -- -- - �_ _ _ ___ $=��I== _ _ -��_ - � ' - _ _- _ � � __ � III �I� � � -� rt �=�l� -��=�1�==rtt - � �� fifi - fitl - - r+ �- � tfi -�I� -��=�1�= - I� t - � �� - rt 0 PRELIMINARY 09/28/23 -- � _��__��_� 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 � w S 60 5 Q � 2 FENCE DETAILS � S -6 NTS � _ � � STARLILY SOLAR USE BY SPECIAL REVIEW - MAJOR AMENDMENT SECTION 10 , TOWNSHIP 3 NORTH , RANGE 66 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO 81 . 31ACRES �► �, � �, � � � � P �C � J� E � T I� � � BE � : �J � � � � - � � 11 � 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 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 . _ ' 3 . FOLLOWING THE START OF THE CONSTRUCTION OF EACH PHASE , DISTURBED AREAS WITHIN THE LIMITS OF CONSTRUCTION , SUCH AS ROADCUTS, UTILITY 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 I � I I 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 . REFER TO FENCE DETAIL 1 AND 2 ON SHEET S- 6 . '� '�� -�„�� a,�",�, 8 . FENCING SHALL BE MAINTAINED AS NEEDED TO PROVIDE THE INTENDED SCREENING OF THE RECORDED IMPROVEMENTS . 9 . WELD COUNTY - SEC . 24-602 . 10 . CONTRACTOR SHALL CONTACT "COLORADO ONE " ( 811 OR 1 -800-922 - 1987 ) TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO 1724 GILPIN STREET , � � � INSTALLATION OF ANY PLANTS OR SCREENING MATERIAL . DENVER , CO 8021 � '' 11 . ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS . � , 4 � 1 ',� � � � 12 . NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA . .� S- 6 ;f - - - - - - 13 . ALL SUBSTITUTION MUST BE MADE WITH PRIOR APPROVAL . v''-=� 14 . CONTRACTOR SHALL PROVIDE ONE YEAR GUARANTEE OF ALL PLANT MATERIALS . THE GUARANTEE BEGINS ON THE DATE OF THE ENGINEER ' S OR OWNER ' S �' WRITTEN ACCEPTANCE OF THE INITIAL PLANTING . REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING . �� '"� �,D � L1� �'� � � � 15 . ALL PLANTS TO BE SPECIMEN GRADE , COLORADO - GROWN AND /OR HARDY . SPECIMEN GRADE SHALL ADHERE TO , BUT IS NOT LIMITED BY, THE FOLLOWING ,�pt�. .,,., ,��E,�,�,� � � � � STAN DARDS : �4 •� 4�'� '�� ,�ry - � � _ _ _ � � • ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC . :l.,� G�' " �; � � ��3� � • � 56414 � c ' � ' - ,� � , - , , � � ; , � � : = � , ��`� � � ' ' � I • ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES . ;�� '� :; �e > . � � � ` � � ' � ,,� • ALL PLANTS SHALL BE FREE FROM BROKEN AND DEAD BRANCHES . �o�"••., ,.�'� � ��'��f7 �JAL �� . . .. . .. .. -. -. � \. k � � � f . - � �� ` ' � � ' ' �� ' � �'� ' � �' � �" � • ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING . _ � ,� � � � ��. �. ��' �` .� �' ' � ' EXP . 10/31 /2023 � ' " � � ' � � • CONIFEROUS TREES SHALL HAVE AND ESTABLISHED MAIN LEADER AND HEIGHT TO WIDTH RATIO OF NO LESS THAN 5 : 3 . � . � �� , , , I - `` ,� . � . , . . .. , , � , , ' � � � � 16 . PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK ( ANSI Z60 . 1 - 2004 OR MOST CURRENT VERSION ) REQUIREMENTS FOR SIZE AND TYPE `i I I ',, � ; � � ; ' � � � � � \ ;. I SPECIFIED . �' '� � � � � � � � � ' � � , 17 . PLANTS TO BE INSTALLED AS PER CNGA & ANSI STANDARD PLANTING PRACTICES . , . � � � , � _ � � % �. � � � '�� ; �, ` � �� ; � � � �� ; 18 . PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE . PROPERLY HEEL- IN MATERIALS IF NECESSARY; TEMPORARY ONLY . STAR LI LY , 1 �. , ; ;< � �� `�<i � � � � �� ' � � � � �� : , � �< � � � � 19 . PRIOR TO PLANTING , FIELD VERIFY THAT THE ROOT COLLAR� ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE . IF THIS IS NOT THE CASE, ; �- _ _ � � �� ' � , � �� ' � � " ' � � � � , , - � ; �� ; � SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR� ROOT FLAIR . WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR� ROOT FLAIR SHALL SO � R LLC '� � � � � � � � ` � � � � < � � � . " � ' �: � 2 ' BE EVEN OR SLIGHTLYABOVE FINISHED GRADE . � , , , , . �� , ; . , � , �. � I, , �� ,� ' , , � � > � ; , ;. ; , � � �� ; � � ; � ; � �� S- 6 20 . REMOVE POT ON POTTED PLANTS; SPLIT AN D BREAK APART PEAT POTS . � '� � � � � � � �� ' � � `� � � � � �� :� ` � ' � 21 . PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND RECORDED TREES . �, �� . � . �� x � � � � � � � . ,� � � � ` �' ' � ' � � � '' � 22 . THE NEED OF SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING . LANDSCAPE CONTRACTOR SHALL NOTIFY � �� , , ; � � �: � , " � , � , ' 1 � � . � ;�ti � � :� , � �; ; ,�� ' . � , � , ' > "' � � , � ;, � �� ; , � ' �� I ENGINEER FOR THE NEED OF ANY SOIL AMENDMENTS . � . O MWAC , � � 23 . BACKFILL SOIL AND TOPSOIL TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH , SUBSOIL DEBRIS, AND LARGE WEEDS ' UNLESS SPECIFIED OTHERWISE . MINIMUM 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS . � . 8 MWDC - ` 24 . PROVIDE MULCH FOR ALL TREE AND SHRUB PLANTINGS PER DETAIL . MULCH TO BE SHREDDED HARDWOOD AND FREE OF DELETERIOUS MATERIAL . MULCH X 3 ' DIAMETER RING AROUND ALL TREES AND SHRUBS TO A DEPTH OF 4" . KEEP MULCH OFF TRUNK . SO LAR P ROJ ECT N 25 . CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS � � I OPERATIONAL . OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR . � ; � � PHOTOVOLTAIC ARRAY I 2 . REPAIR REPLACE R PR VIDE D EED A RE IRED F R ANY R ADWAY B LEVARD AREA ADJACENT T THE ITE DI T RBED D RING � � 6 , , O O SO /S S QU O O O U S O S S U U � I CONSTRUCTION . N ; 27 . REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER . � � � � w � � � I II � II E TI N 1 T WN HIP � S C O 0 , O S 3 � � ' PROPERTY LINES NORTH , RANGE 66 � WELD COUNTY , CO 80651 � , w - - -� - - - - - � - - - - - - - - - (40 . 244 ° , - 104 . 772 °) � � o - - - - - - > � � � � � � � J J � � I � � � � 0 PRELIMINARY 09/28/23 i o REV. NO DESCRIPTION DATE � w � 1 SEEDING PLAN S-7 1 " = 250� N SHEET TITLE : � � m LEGEND LANDSCAPE PLAN � � -x x- SECURITY FENCE Q � � '� � � �� AREA TO BE RESEEDED IF/ WHEN DISTURBED (23 . 68 ACRES) ,, � �:' � �,!` . m PR0J . MGR . : SS PR0J . ENGR . : SS DATE : 06 / 22 / 2023 o DRAWN BY : SJ CHECKED BY : GB SCALE : AS SH0WN N � r DRAWING N0 . r� w HEET - 7 F 1 Q S O 5 0 � S - 7 STARLILY SOLAR USE BY SPECIAL REVIEW - MAJOR AMENDMENT SECTION 10 , TOWNSHIP 3 NORTH , RANGE 66 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO 81 . 31ACRES �► �, � �, � � � � P �C � J� E � T I� � � BE � : �J � � � � - � � 11 � 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 � ��,,�D D Ll�E� �S' �, ;.- C�4.''q.��l�ry - -. H IGH VOLTAGE - KEEP OUT : =� � �: � � ! � 56414 f ' - . . �� r • � PHOTOVOLTAIC ARRAY � � � � . . � a��"��Q�VAt�c��, P L EAS E CA L L �� - �� EXP . 10/31 /2023 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 . 5 . 8 MWDC � SOLAR PROJ ECT X GENERAL NOTES : � � 1 . ALL SIGNS SHALL BE SHOWN ON THE MAP AND SHALL 0 � ADHERE TO CHAPTER 23 , ARTICLE IV , DIVISION 2 AND � � APPENDICES 23 - C , 23 - D AND 23 - E OF THE WELD COUNTY w � 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 � w N �, 40 . 244 ° , - 104 . 772 ° � � � O � � � � � � J J � � P H OTOVO LTA I C P OW E R P LAN T �� 0 PRELIMINARY 09/28/23 ' 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 NO . r� w HEET - F 1 Q S 8O 5 0 � S - 8 STARLILY SOLAR USE BY SPECIAL REVIEW - MAJOR AMENDMENT SECTION 10 , TOWNSHIP 3 NORTH , RANGE 66 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO 81 . 31ACRES �► �, � �, � � � � P �C � J� E � T I� � � BE � : �J � � � � - � � 11 � 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 . p�� Lf�'E,�, CONSTRUCTION UNLESS SPECIFICALLY NOTED . 40 . SURFACE COURSE SHALL HAVE A MINIMUM COMPACTED THICKNESS OF 10 " OF CRUSHED ANGULAR SUBMITTALS : q�, .,. ••••• •..,_ s�, , AGGREGATE . `' '' �'�'� � ��' ' � • '� � �� ; 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 GEOR =!�- G``' " �: � 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 : ; � ;� ��'`� 1 `�' f; RECORD ( GEOR ) . 6 AGGREGATE . 80 . 1 . 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 �'`�F �''•••• •-•''�ti�'� `�'��f7 �JAL �C� 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 /2023 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 5 . 8 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 � 16 . CONTRACTOR SHALL LEAVE THE WORK AREA CLEAN AND FREE OF DEBRIS AND TRASH AT THE END OF ACCORDANCE WITH S- 10 THROUGH S- 15 . Mass Percent Passing Square Mesh Sieves N o 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 Q= 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 17 . CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES . 53 . PROOF ROLL COMPACTED SUB BASE NATIVE MATERIAL USING A LOADED TANDEM AXLE TRUCK . 54 . COMPACTION SHALL DEEMED ADEQUATE WHEN PROOF ROLL INDICATES 1 OR LESS DEFLECTION . N 18 . CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL CONSTRUCTION SURVEYING MONUMENTS AND � � 100mm (4 " ) 100 � 55 . COVER TEMPORARY LAYDOWN AREA WITH 4 MIN . DEPTH OF ROAD FINISH ROCK, IF NECESSARY . � 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 � ��m � �"' ) � �`_ � Q � � BE IMMEDIATELY REPORTED TO THE OWNER AND C- EOR . SCARIFYING OR TILLING . 60mm ( 2 '/�" ) 100 57 . FINAL STABILIZATION OF TEMPORARY LAYDOWN AREAS SHALL BE IN ACCORDANCE WITH S- 10 THROUGH SECTI ON 10 , TOWNSH I P 3 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 . NORTH , RANGE 66 `� 20 . CONTRACT OR SHALL CONTACT ANADARKO PATROLEUM CORPORATION , PRIOR TO PLACING ROADWAY CLEARING AND GRUBBING : 19mm ( 3/4 " ) 50-90 100 � WELD COUNTY , CO 80651 N OR EARTHWORK WITHIN 2 FEET OF AN AREA DICTATED AS AN EASEMENT CORRIDOR, EXISTING UTILITY 58 . SITE -WIDE STORMWATER MANAGEMENT IS BASED ON THE PRESERVATION OF EXISTING VEGETATION �40 . 244 � - 1 �� , OR FLOWLINE . ROOT STRUCTURES . 2 . 36mm (#8 ) 25-55 20-85 , 4 . 77 59 . GRUBBING SHALL ONLY BE PERFORMED IN AREAS OF ROAD INSTALLATION AND WHERE NECESSARY FOR 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 . . . . . - - - - . - . � . � 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 09/28/23 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 . '� ' � • ' `� 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- 10 � SUPPORT AS NEEDED . AS SUCH ANY SEED MIX ALTERNATIVE SHOULD BE GRAZING COMPATIBLE . THROUGH S- 15 . Plastic Limit 15 (max . ) � m CIVI L NOTES 25 . POST CONSTRUCTION , CONTRACTOR SHOULD SUBMIT A CIVIL MAINTENANCE PLAN , DEFINING ALL GRADING : SEEDING : 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 AND FENCED ARRAY AREA, AS WELL AS TO THE FULL LIMIT OF DISTURBANCE WHERE APPLICABLE . � m EARTHWORK : INDICATED ON SHEET S- 9 THROUGH S- 15 . 71 . GRADING SHALL NOT BE PERFORMED IN EXCLUSION ZONES . 85 SEEDING RATES AND PLANTING REQUIREMENTS ARE INCLUDED ON SHEET S- 7 . PRo � . M � R . : 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 ' o ASTM D698 . BY CASE BASIS AS NEEDED . oRAwN BY : s� cHECKEo BY : GB scA � E : As sHowN N 27 . COMPACTION STANDARD FOR STRUCTURAL FILL BENEATH FOUNDATIONS, SLABS ON GRADE , AND SITE ARRAY AREA SEED MIX : \ DRAWING N0 . � ACCESS ROADS SHALL BE 95 % MDD BY ASTM D1557 ( MODIFIED PROCTOR DRY DENSITY ) . GRASS SWALES AND RAINGARDENS : �' 28 . MOISTURE CONTENT OF COHESIVE SOILS ( CLAYS ) TO BE COMPACTED SHALL BE - 1 % TO +3 % OPTIMUM 86 . SEE SHEET S- 7 . H E ET F 1 � ' 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 S V O � 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 : S � 9 THE TIME OF PLACEMENT AND COMPACTION . 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 STARLILY SOLAR USE BY SPECIAL REVIEW - MAJOR AMENDMENT SECTION 10 , TOWNSHIP 3 NORTH , RANGE 66 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO 81 . 31ACRES �► �, � �, � � � � P �C � J� E � T I� � � BE � : �J � � � � - � � 11 [� ESIGN E �NGlN1EERIN � � o � o GENERAL NOTES , � a� S �, � , � U�� A�e�,Ue, Sui1e 3 � � � _ � � li �• � �( `• Ir? ,fr (�rl7 � IfnI btl [7 `:.� <'i� ��' I_\ f�i � r o 1 . OVERALL PROJECT SITE AREA = 81 . 31 ACRES � � � � , _ _ _ , , ' , — — _ _ _ a 2 . DISTURBED AREA = 0 . 76 ACRES \ _ � � 3 . DISTURBED AREAS INCLUDE : GRADING , EXCAVATION , PILE , � ` _ _ _ � - - - � ROADWORK, AND EQUIPMENT PADS . i � — — — � �u��,. �t�n�t36 I 4 . SITE PREPARATION INCLUDES CLEARING/GRUBBING , MINOR GRADING , I ° � 1 - - - - - - COMPACTION , MOWING OF VEGETATION , AND RESTABILIZATION OF � � DISTURBED AREAS . � � �, I II ' / , :a 5 . TOPSOIL SHALL NOT BE REMOVED FROM THE PROJECT SITE OR SOLD ;� �� r,_ �`�.� `�,;� '� � ��r �� UNLESS REMOVAL OF EXCESS SOIL IS APPROVED BY THE AHJ . �:' - °� � � o �, ,� � � i � y� � a � A � � � EXISTING ; 6 . E X C E S S T O P S O I L S H A L L B E S P R E A D O N - S I T E S O A S T O P R O V I D E S I X ` I � o CONTOUR (TYP . ) INCHES OF COVER ORIGINALLY EXISTING ON THE SITE OR A MINIMUM � OF FOUR INCHES OF COVER IF THE ORIGINAL COVER WAS LESS . � 1724 GILPIN STREET , � 7 . IF REMOVAL OF EXCESS TOPSOIL IS REQUIRED IT MUST BE � � , - - � COORDINATED AND MEET GESC REQUIREMENTS . DENVER , CO 8021 � �� 8 . PROJECT SITE SHALL BE STABILIZED BY SEEDING AND/OR SODDING . � � / � � 9 . ADDITIONAL VEGETATION MAY NEED TO BE REMOVED PRIOR TO � o � '� � � � CONSTRUCTION . AREAS THAT ARE NOT CLEARED/GRUBBED SHALL BE �� \ MOWED TO A MINIMUM OF THREE INCHES . �� Lf�, � i � � ,.� \ � � 10 . CONTRACTOR RESPONSIBLE FOR PRESERVATION OF EXISTING q'�`��'• •'�`�••E'�� ;- � � � '"� � � VEGETATION NOT CLEARED/GRUBBED OR MOWED , TO THE EXTENT �l� 4�G�' " _ °'ry ' � R / \ � \ \ � PRACTICABLE . ( + � � � 8So I � ;a� .;�-- : � - - � i�✓_�� \ � � • � 56414 � : � � - � � ' � . r� � . � ;,'� - � , \ � � 11 . VEGETATION REMOVAL SHALL ONLY OCCUR WITHIN THE PROJECT �%� .� �;r :r,�- � V \ \ Y / Y / '! / '! / 1 -'J I / / 3 J` {— I—� \ \ \ ��:��T„� � �'iS�� S \ . : i`� �� i )� )*r �u.�.-.re�—✓� .✓�._riKY�� ,?C4�Y � : . � �et'�'� \ � \ \ BOUNDARY. °�'��.*f�f�� '��~�• .�1�� . � . . s"' .Z'. �. �'=��..->f f 0� a _ « bvh� � . �, . \ � � \ � � \ � \ � 12 . CONTRACTOR TO REMOVE ONLY VEGETATION WHICH SHALL BE ExP . � oisv2o2s �� \ � \ DESIGNATED BY THE OWNERS REPRESENTATIVE FOR REMOVAL AND \ i�� t � ` �: ) � rr� � � � SHALL EXERCISE CARE AROUND EXISTING VEGETATION TO BE SAVED . ;, ., � � � �`� � \ � CONSTRUCTION FENCING MAY BE INSTALLED TO PROTECT AREAS � �� - - - � '' � \ � THAT ARE NOT TO BE DISTURBED . � � �� \ � � � � � 13 . BURNING OF DEBRIS SHALL NOT OCCUR WITHOUT APPROPRIATE STAR LI LY � ° \ � � � PERMITS AND/OR AHJ AND OWNER APPROVAL . / / �1 \ � � 14 . FINAL STABILIZATION SHALL BE ACHIEVED WHEN A UNIFORM SO LAR LLC � � � � VEGETATIVE COVER WITH AN INDIVIDUAL PLANT DENSITY OF AT LEAST �� \ 70% OF PRE DISTURBANCE LEVELS , OR EQUIVALENT PERMANENT / � 1 � � � PHYSICAL EROSION REDUCTION METHODS HAVE BEEN EMPLOYED IN / a I � � ALL AREAS OF DISTURBED GROUND . 5 . 0 MWAC / ' I � " ° I / � I � � � 5 . 8 MWDC � �/ � �I � � � SOLAR PROJ ECT � � � � o � � � � 0 1 � Q I � � 1 � N \ / � �' \ i � w � � i � , � � � SECTION 10 , TOWNSHIP 3 � \ Q NORTH , RANGE 66 � ` � � \ � � � WELD COUNTY , CO 80651 � � � � � , (40 . 244 ° , - 104 . 772 °) � A � � � � \ � \ O � � � _ � 3 \ � � � � � � � � �� _ I W \ �' \ � � � � � � � � _ � \ � � � � � � � � J � � � J � � � \ � n Q � � _ � � � � \ � � � � �I � � � �' � � 0 PRELIMINARY 09/28/23 wi � � � � EXISTING CONTOUR (TYP . ) o � � REV. NO DESCRIPTION DATE � � J \ \ � I \ L � � � � � � SHEET TITLE : � � \ � - - - - - - - \ � � � � � � � � m \ � � � OVERALL CIVIL SITE PLAN � � � , Q � � � � , Q � � , c� �. � — — � - - - - - - - - — � — — m o � � � � , , � � � � - _ , \ � � \ PROJ . MGR . : SS PROJ . ENGR . : SS DATE : 06 / 22 /2023 \ - ' � � - o � - \ � � � DRAWN BY : SJ CHECKED BY: GB SCALE : AS SHOWN N \ i \ � - � � DRAWING N0 . � � � w �, � �� SH EET - 10 OF 15 � � � � � � � � ' � S - 10 � , 1 OVERALL CIVIL SITE PLAN � S- 10 1 " = 150' N Knowwhat's below. CaII befane yau dig. STARLILY SOLAR USE BY SPECIAL REVIEW - MAJOR AMENDMENT SECTION 10 , TOWNSHIP 3 NORTH , RANGE 66 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO 81 . 31ACRES �► �, � �, � � � � P �C � J� E � T I� � � BE � : �J � � � � - � � 11 [� ESIGN E �NGlN1EERIN � � �` 1 =10Q 51'+ ntluc4c Aver7ue, Sui1e 3 i � � . _ — —. \ . _. li �• � �( rtlr? ,f, (�rl7 � IfnI btl [7 `:� <'i� ��' I_\ f�i � _ — ' � ' CrnovFl� Ron�l3ti . � S � � � _ — _ — _ _� I I � I � I ! I � Ft � � ��s�j �, � ��, � � , �;li � i Xy .Y�'� �� I II I 'f.i, � . � �9 '_i=� ' -��"-. ��. � ��. �� r �! i JI r -- y � � C O ih+ll M U N I T Y S (? L A R � � � � � � � � 1724 GILPIN STREET , � 2 � i � DENVER , CO 8021 � ° � s-ii - � � i � i � � � � � '��_ � \ u �4�u � 48 / � '4�u \ , SQ I � — I-h;t� . � . � _ S� m � I�� G�'Y _ ��,,�,D Ll�E� — �c�ia � � \ 4� .. ..r. . !• � . , � ii.l / / � ./`� A` r r r ' - io 'f J'f i': �i.p': i i iN � �" f°(/�.J1��{ \ \ \ \ �f � �� / / / VI . 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STARLILY SOLAR USE BY SPECIAL REVIEW - MAJOR AMENDMENT SECTION 10 , TOWNSHIP 3 NORTH , RANGE 66 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO 81 . 31ACRES �► �, � �, � � � � P �C � J� E � T I� � � BE � : �J � � � � - � � 11 � 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 �,�� LfCE � ,.... ,. �1i� SHALL BE CONNECTED TOGETHER, NOTSIMPLY OVERLAPPED . c;��;•Q,�.� � '`;, ��. , -' TYPICAL CONSTRUCTION SEQUENCE : a'� G�.' " ��: ' 32 . SILT FENCE SHALL ALLOW RUNOFF TO PASS ONLY AS DIFFUSE FLOW THROUGH THE GEOTEXTILE . IN � ! � 56414 f ' 8 . INSTALL STABILIZED CONSTRUCTION ENTRANCE . RUNOFF FLOW, ONE OF THE FOLLOWING SHALL BE PERFORMED, AS APPROPRIATE : .;' � �. ;,� �°�' �''••„. ..,,•�' �,�., � 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 `�'�'�'fp �p,� �� 32 . 2 . THE LAYOUT OF THE SILT FENCE SHALL BE CHANGED EXP . 10/31 /2023 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 ) � . 8 MWDC 35 . 5 . APPARENT OPENING SIZE < = 0 . 84MM ( ASTM D 4751 ) � 15 . CONSTRUCT PERMANENT BMPs . 35 . 6 . MINIMUM PERMITTIVITY = 1X1O- 2SEC . - 1 ( ASTM D 4491 ) SO LAR P ROJ ECT � 35 . 7 . WATER FLOW RATE = 15 GAL ./ MIN /SQ. FT . � 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 17 . REMOVE CONSTRUCTION ENTRANCE , COMPLETE FINAL GRADE AND RESTORATION OF GRAVEL SUBMISSION OF NOTICE OF TERMINATION TO COLORADO DPHE . N ENTRANCE . w STORMWATER CONTROL BMPs ( PERMANENT) : Q 18 . STABILIZATION OF ALL AREAS DISTURBED BY REMOVAL OF BMP ' S WILL BE PERFORMED PRIOR TO FINAL � INSPECTION . 37 . PERMANENTSTORMWATER CONTROL BMPs INCLUDE GRASS LINED SWALES AND RAINGARDENS . SECTION 1 O , TOWNSHIP 3 38 . PERMANENT STORMWATER CONTROL BMP LOCATIONS AND CONSTRUCTION REQUIREMENTS AND � 19 . ALL MAINTENANCE OF THE FINAL SITE AND PERMANENT BMP ' S SHALL BE CONTROLLED BY SITE OWNER . DETAILS ARE INCLUDED ON G & D SHEETS ( G & D- 200, G & D- 201, G & D- 202 , G & D- 203 , AND G & D-300 ) . NORTH , RANGE 66 � 20 . IF THE SEQUENCE OF CONSTRUCTION AND BMP INSTALLATION IS MODIFIED BY THE CONTRACTOR . THE sEEo , N � : WELD COUNTY CO 80651 °� CONTRACTOR SHALL SUBMIT TO THE ENGINEER THESE CORRECTIONS TO UPDATE THE GRADING, � N EROSION AND SEDIMENT CONTROL PLAN . THE SWMP DESIGNER SHALL UPDATE THE SWMP . THESE 39 . SEEDING WILL BE DONE POST CONSTRUCTION AND ENCOMPASS THE ENTIRETY OF THE FENCED AREA, �40 . 244 � � - 1 04 . 772 �� `� CHANGES SHALL BE APPROVED BY THE AHJ PRIOR TO IMPLEMENTATION . SWALES, RAINGARDENS, AND ANYWHERE SOIL IS DISTURBED INCLUDING 12 " BEYOND PERIMETER FENCE . 40 . SEEDING SHOULD BE PERFORMED WITH A NO -TILL SEED DRILL OR EQUIVALENT IN THE ARRAY AREA . � INSPECTIONS AND MAINTENANCE OF EROSION & SEDIMENT CONTROL BMP ' S ( TEMPORARY ) : 41 . IN AREAS THAT CANNOT BE SEEDED WITH A DRILL, HAND SPREADING OR HYDROSEEDING MAY BE � � PERFORMED . w 21 . THE DESIGNATED SWMP INSPECTOR SHALL INSPECT ALL DISCHARGE POINTS, DISTURBED AREAS, 42 . GRASS LINED SWALES SHOULD BE ROTOTILLED, SEEDED BY HAND, AND COVERED WITH A MULCH UNTIL �i MATERIAL STORAGE AREAS, STRUCTURAL CONTROLS AND CONSTRUCTION ENTRANCES/ EXITS IN SEED HAS GERMINATED AND SPROUTED . � 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 . ARRAY AREA SEED MIX : J J Q 22 . INSPECTIONS OF BMP ' S SHALL BE DOCUMENTED AND SIGNED BY THE CERTIFIED SWMP INSPECTOR AND 43 . ALL DISTURBED AREAS AND AREAS RECEIVING EXCESS SOIL ARE TO BE SEEDED PER SECTION �i PROVIDED TO PROJECT MANAGEMENT AND CONTRACTOR . EC- 2 -TEMPORARY AND PERMANENTS SEEDING (TS/ PS ) AND FOLLOW THE WELD COUNTY GUIDANCE FOR � RESEEDING PER THE WELD COUNTY MS4 POLLUTION PREVENTION PLAN MANUAL. SEE SHEET ESC-300 0 PRELIMINARY 09/28/23 i 23 . IF BMP INSPECTION REPORTS DO NOT IDENTIFY INCIDENCES OF NON -COMPLIANCE , THE BMP FOR SEED MIX . � INSPECTION REPORT SHALL CONTAIN A CERTIFICATION THAT THE FACILITY IS IN COMPLIANCE WITH THE 44 . SEEDING WILL BE DONE POST CONSTRUCTION AND ENCOMPASS THE ENTIRETY OF THE FENCED AREA, REV. NO DESCRIPTION DATE w CGP AND THE SWMP . AND ANYWERE SOIL IS DISTURBED INCLUDING 10' BEYOND PERIMETER FENCE . J � � 45 . SEEDING SHOULD BE PERFORMED WITH A HYDROMULCHER OR EQUIVALENT IN THE ARRAY AREA . sHEET TiT �E : 24 . IF REQUIRED, MAINTENANCE OF BMP S SHALL BE CONDUCTED BY A CERTIFIED SWMP INSTALLER AND 46 . SEE SHEET S-7 FOR SEED MIX . 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 12 F 1 � w MANAGEMENT IS ALERTED TO ALL ISSUES . - 5 Q � 28 . SEDIMENT SHALL BE REMOVED WITHIN 24 HOURS OF SEDIMENT REACHING 1/3 HEIGHT OF PERIMETER � � � BMPs . � � � 12 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 STARLILY SOLAR USE BY SPECIAL REVIEW - MAJOR AMENDMENT SECTION 10 , TOWNSHIP 3 NORTH , RANGE 66 WEST OF THE 6TH P . M . COUNTY OF WELD , STATE OF COLORADO 81 . 31ACRES �► �, � �, � � � � P �C � J� E � T I� � � BE � : �J � � � � - � � 11 [� ESIGN E �NGlN1EERIN � \ LEGEND GENERAL NOTES � 0 1 =10Q 51'+ ntluc4c Aver7ue, Sui1e 3 \ CONSTRUCTION o 85 MODULE TRACKER ROW (88) r ` ""'`" ' '= v, `� �" � ' F " ' °� ' ° `' ''`� '� ��' `;, � 1 . OVERALL PROJECT SITE AREA = 81 . 31 ACRES � � EXIT/ENTRANCE � 51 MODULE TRACKER ROW ( 19) 2 DISTURBED AREA = 0 . 76 ACRES � o PROPERTY LINE 3 . DISTURBED AREAS INCLUDE : GRADING , EXCAVATION , PILE , \ � � X 8' HIGH SECURITY FENCE ROADWORK, AND EQUIPMENT PADS . \ � ° �' '�' '�' '�' = EQUIPMENT RACK - SAT � - - - � � 20 ' ACCESS ROAD 4 . SITE PREPARATION INCLUDES CLEARING/GRUBBING , MINOR GRADING , � _ a � � � � � o 0 0 0 � � � ` � ' � � TEMPORARY PARKING COMPACTION , MOWING OF VEGETATION , AND RESTABILIZATION OF ' ` � - SF DISTURBED AREAS . �- , � o ` � � �oun,�, Ro�� 3� l SILT FENCE 5 . TOPSOIL SHALL NOT BE REMOVED FROM THE PROJECT SITE OR SOLD ;�� r _ �`'�� .�„ �� '�� I = PERMANENT STORMWATER SWALE � � ■ PORTABLE RESTROOM FACILITY UNLESS REMOVAL OF EXCESS SOIL IS APPROVED BY THE AHJ . y � °� � � o � �a u [v i r v s n � a � � � � � 0 ROLLING DUMSTER 6 . EXCESS TOPSOIL SHALL BE SPREAD ON - SITE SO AS TO PROVIDE SIX � � �� (E) OVERHEAD UTILITY LINE INCHES OF COVER ORIGINALLY EXISTING ON THE SITE OR A MINIMUM � � OF FOUR INCHES OF COVER IF THE ORIGINAL COVER WAS LESS . 1724 GILPIN STREET , / � 7 . IF REMOVAL OF EXCESS TOPSOIL IS REQUIRED IT MUST BE � � , PORTABLE RESTROOM COORDINATED AND MEET GESC REQUIREMENTS . DENVER , CO HO21 � � , I/ � FACILITY 8 . PROJECT SITE SHALL BE STABILIZED BY SEEDING AND/OR SODDING . � � 9 . ADDITIONAL VEGETATION MAY NEED TO BE REMOVED PRIOR TO � CONSTRUCTION . AREAS THAT ARE NOT CLEARED/GRUBBED SHALL BE , - - � � � �� \ MOWED TO A MINIMUM OF THREE INCHES . �� Lf�'E � / � 10 . CONTRACTOR RESPONSIBLE FOR PRESERVATION OF EXISTING q'`��:.• •'�" '••..'�� , , � � � � VEGETATION , NOT CLEARED/GRUBBED OR MOWED , TO THE EXTENT �l� 4�� °'ry ' / � Q PERMANENT �- � - , � � . , . '.�-- �; � STORMWATER SWALE � � � � CONCRETE WASHOUT \ \ PRACTICABLE . , ,� ! � 56414 � ' � i � � \ � 11 . VEGETATION REMOVAL SHALL ONLY OCCUR WITHIN THE PROJECT �% -��y�. r/,�, - -1' �� f,'s✓ . � \ � � � �- � � BO U N DARY. °�'��'••... ...••�,��Rr / � � R s° I � - - � - \ � \ � \ 12 . CONTRACTOR TO REMOVE ONLY VEGETATION WHICH SHALL BE �� `�" �`� � � � _ EXP . 10/31 /2023 � � � - � � \ � � DESIGNATED BY THE OWNERS REPRESENTATIVE FOR REMOVAL AND \ � � o � �,;1� � � � � , ��' � � \ � � � SHALL EXERCISE CARE AROUND EXISTING VEGETATION TO BE SAVED . � _ � � � � � � CONSTRUCTION FENCING MAY BE INSTALLED TO PROTECT AREAS , \ � � �� \ \ � \ THAT ARE NOT TO BE DISTURBED . \ Il'1 1� ' �.� , i ) � '�� :;. � � � 13 . BURNING OF DEBRIS SHALL NOT OCCUR WITHOUT APPROPRIATE � TAR LI LY � � �`�� \ � � PERMITS AND/OR AHJ AND OWNER APPROVAL . / / T ��T \ � � � - - j� � � � � \ 14 . FINAL STABILIZATION SHALL BE ACHIEVED WHEN A UNIFORM SO LAR LLC � � � � \ VEGETATIVE COVER WITH AN INDIVIDUAL PLANT DENSITY OF AT LEAST � ° � � 70% OF PRE DISTURBANCE LEVELS , OR EQUIVALENT PERMANENT / SILT FENCE � � � T � � � PHYSICAL EROSION REDUCTION METHODS HAVE BEEN EMPLOYED IN � TEMPORARY � � ALL AREAS OF DISTURBED GROUND . 5 . O M WAC � `� STOCKPILE LOCATION � � 15 . EXCESS SOIL SHALL BE SPREAD ON - SITE SO AS TO PROVIDE NO MORE M O 1 � \ � THAN SIX INCHES OF COVER ORIGINALLY EXISTING ON THE SITE . _ �, U � 16 . IF REMOVAL OF EXCESS SOIL IS REQUIRED IT MUST BE COORDINATED � . 8 M W D C _ ;; o �' � I FIBER ROLL AS NEEDED FOR WITH AND MEET AHJ REQUIREMENTS . � - I � TEMPORARY STOCKPILE SO LAR P ROJ ECT � � � �' � 17 . CONCRETE WASHOUT IS TO BE INSTALLED AND , UPON CONSTRUCTION o p � � COMPLETION , REMOVED PER SECTION MM - 1 OF THE WELD COUNTY �` I sF sF � MS4 POLLUTION PREVENTION PLAN MANUAL . Q �' w � ROLLING DUMPSTER 18 . SITE HOUSEKEEPING PRACTICES SHALL FOLLOW SECTION GH OF THE w � � WELD COUNTY MS4 POLLUTION PREVENTION PLAN MANUAL. N � o / 19 . SILT FENCE SHALL BE INSTALLED , MAINTAINED , AND REMOVED PER � � � / SECTION SC- 1 OF THE WELD COUNTY MS4 POLLUTION PREVENTION / � �' o � / PLAN MANUAL. � � 20 . CONSTRUCTION ENTRANCE/ EXIT IS TO BE INSTALLED , MAINTAINED , SECTION 10 , TOWNSHIP 3 � � � AND REMOVED PER SECTION SM -4 OF THE WELD COUNTY MS4 NORTH , RANGE 66 � �, POLLUTION PREVENTION PLAN MANUAL . °� o �' �, 21 . STAGING AREA IS NOT SHOWN ON SITE . HOWEVER , IF STAGING IS WELD COUNTY , CO 80651 N � � FOUND NECESSARY FOR CONSTRUCTION SEQUENCING , STAGING �4 � . 244 � � - 1 � 4 . 772 �� `� � � AREA IS TO BE INSTALLED , MAINTAINED , AND REMOVED PER DETAIL � � sF sF sF° ° ° sF ° ° ° sF ° ° ° sF sF sF SSA- 1 AND SECTION SM -6 OF THE WELD COUNTY MS4 POLLUTION � � PREVENTION PLAN MANUAL. � � � � \ � � A , 22 . IF SEDIMENT HAS BEEN TRACKED ONTO PUBLIC ROADWAY, STREET � � � � � SWEEPING IS TO BE PERFORMED PER SECTION SM -7 OF WELD � � � � � � COUNTY MS4 POLLUTION PREVENTION PLAN MANUAL . � � . i � � � � 23 . NO DEWATERING IS EXPECTED FOR CONSTRUCTION . J � ` � � � � I 24 . NO TEMPORARY BATCH PLANTS ARE EXPECTED TO BE NECESSARY J \ \ ` T � \ � Q \ � � � �i SILT FENCE OUTLET � \ _ I � � , FOR CONSTRUCTION . \ � 25 . SURFACE ROUGHENING IS NOT EXPECTED TO BE USED AS A � - - - BMP . HOWEVER , IF SURFACE ROUGHENING IS FOUND TO BE 0 PRELIMINARY 09/28/23 i � � _ \ � � NECESSARY BY THE CEOR , IT MUST BE IMPLEMENTED PER SECTION REV. NO DESCRIPTION DATE _ � w � � � EC- 1 AND DETAIL SR-2 OF THE WELD COUNTY MS4 POLLUTION J � � � � � CONTOUR LINE (TYP . ) PREVENTION PLAN MANUAL. sHEET TiT �E : � � � � \ 26 . MULCHING IS NOT EXPECTED ON SITE . HOWEVER , IF MULCHING IS � � � � � DEEMED NECESSARY BY THE CEOR FOR GRADING ACTIVITIES , m � � � � � MULCHING PRACTICES SHALL FOLLOW SECTION EC-4 - MULCHING OF � /� � � ° � � - - - - - - - - _ THE WELD COUNTY MS4 POLLUTION PREVENTION PLAN MANUAL . EROS I O N CO NTRO L PLf-\ N Q� � ` � � � � � � � � � � � � m � � � � � � � � � � PROJ . MGR . : SS PROJ . ENGR . : SS DATE : 06 / 22 /2023 � � � - �' \ DRAWN BY : SJ CHECKED BY: GB SCALE : AS SHOWN N � � O O � N = � � � \ � \ \ � � - _ _ \ � � � DRAWING N0 . � � - _ � w � � � \ \ � � H EET - 1 F 1 � S 3O 5 Q o , � � �. � S - 13 � 1 EROSION CONTROL PLAN � S- 14 1 " = 150' N Knowwhat's below. 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ETEI ; �. � �, =.�, �. x. �� '-� � :� �, � . , , , rt `iTlh.� . .11 �` � ` L 3 : 1 . , � �-r� ..� ..� � . ,� , . , ,;: _: E , I �; E aT ; � , r.Ti, . ;L I . � =rFEri � •1ErE F � � ., � �� _ � I 1 '� , , � � v �� rT � � ` ' A �k� �� . � �( � ` 49�.r r EE � T" ; ' " ` '= r -t -nG ` � T'-t r , ''`r' ' , r.; .l T,. _! := TI I , _; ITE ' �.,�' ��. �.� �r�'`�, � ti � -. 5 . =� E E:� FE -, r; Er. -; EErEF . - =y � � � � F , , ,� , , ': ; . , .� � :�� . : , >, i , s , • � � ,, • ' ' . FL" ; E L .� .• - 1 '•I ::T � � ' �,� ,' > �� , � � ' � ; '� ;, ;;tr � ,� � � " � � , S (� L- .� . SEDIP.� ENT CQNTf� �IL LflG � Tt; C � NTRC� L � 25 MIN . � , Ct� NCRETE WASHOUT AREA PLAN ;, , . . .. I � Ed�,•�LI•, , ��.Ch =: F ;_ � � L� ��; HE �� _� :, E � �r SL � F' E LEN � TH T _; THE : E FE�T,� � E`� " � 2 TYP • C0MPACTED BERM AR0UIVD TREN � HED SEGIMEf�IT CC) NTR �1L LC) (� , 4 � rH � PERIMETER �� I '` � � � 2`7 SLCIPE - r-`-�` '� I �_� �. � � �� l E 7E T� f< E I � �- : ::> •�.T-: �: � L L: : �. : �- - - 3 MIM . � � _ �- � ! C O iNll NI �1 N I T Y S � � A R T I r � � 1 � � � 1 �: ��i � �:1i � ';lEi: Es: �` � : �.TEi; ,+ ., I : I� h:tETEI<: ! t, lr, :� uN61STURBEo 0F� � ? 3 > � T='Er1 , H :, ;;� IL - - E � I ':� E � iT . . �-� r. T� �. ; L L ::? .-; C0MPACTED Sd�IL - �� I : I�-.�.' ::. :: .L (T'r' ' . VEHICLE TRACKING FL�: � ,+; — � ' 8 x 8 MIN . r C,�NTRdL (SEE vTC - �'---s--- 1 D ETRI L �� sECTioN a ' 1724 GILPIN STREET , , . . J'L � � ✓! , /f/'.i . � , � t CwA - 1 . CONCRETE WASHOUT AREA DENVER , CO 8021 � CWA INSTALLATIQN N0TES 1 . SEE PL4N VIEW F0R : SE � TIC� I�`'� - CWA INSTALLATI0N L0CATI0N . ��-+, �� T �' ENCHEC� 5EDIMENT � QNTRC� L L. V � 2 . D0 N0T L0GATE AN UNLINED CWA WITHI �J 40t�' 0F ANY CJATURAL DRAINAGE PATHWAY flR WATERB00Y. D� N0T LdCATE WITHIfV 1 , 000 ' 0F ANY WEL�S 0R [�RINKING WATER SQURCES . IF ��,�'� � Lf�E/�� SITE C0NSTRRINTS MAKE THIS INFEASIBLE , 0R IF HIGHLY PERMEP�BLE S0ILS ExIST �N SIrE , , TkiE CWA MUST BE INSTALLED WIrH AIV IMPERMEABLE LINER ( 16 MIL MIN . T�iICKNESS ) OR q �.• •�`�"•.�,/! ��C, ;-- 1 � . E �. Lr. �' SURFACE ST0RAGE ALTEF�NATIVE5 USING PREFABRICATE❑ C0NCF�EfE WASH0UT DEVICES 0R A � Q+ L�"' / '�" ' ' t"il '•a . ; LINED ,480V'E GR0UND ST0RAGE ARE SH0ULD 8E USE[7 . �_'ry$� � � ' ��Q : / / :.. 't. � i K • �'�' I��'� :I a �a � ; . � d+ � � il; Eh. �T� KE ,.-' 3 . THE CWF� SHALL BE INSTALLED PRI0R T0 C0NCRETE PLACEMENT 0N SI �E. � ! � 56414 f ' 4 . CWA SHALL INCLU0E A FLAT SUBSURFACE PIT THA7 IS AT LEAST 8 ' BY S ' SLQPE5 �� -c� `• % c�- LEADING 0UIT 0F THE SUBSURFACE PIT SHALL BE 3: 1 0R FLATTE"R . THE PIT SHALL BE AT �' �". :�t�,� _, " �� .:: I:1EfEl ; ( t.• IF, :� _ - - - - - -- '- -- � LEAST 3 ' DIEEP . ��r'�+, ��yC � '- � �''r �''••.. .�*''� ,�\� Q �� `� E ? It:' Er , T : ': � `JTI '. iiL L: : t ; 5 . BERM SURR0UNDING SI � ES AN0 BACK 0F THE CWR SHALL HAVE MINIMUM HEIGHT 0F i ' . EXP . 10/31 /2023 LC� 'G �J CJ I NTS 6. VEHICLE TftACKING PAD SHALL BE 5L0PE0 2 � T0WARDS rHE CWA. 7 . SIGI4S SIHALL BE PLACED AT THE C0NSTRSJCTI�N ENTRAfVCE, AT THE CWA, AN � ELSEWHERE AS NECE5SARY T0 CLEARLY INQICATE THE L0CATI0N 0F THE CWA ra GPERAT0RS SCL_ - 1 . TRENCHEID SEDIMENT � C� hJTF2 (� L LC� G 0F C0NCRETE TRUCKS AND Pu� P R� cs . 8 . USE EXCAVATED MATERIAL F0R PERIMETER BERM CdNSTRUCTI(]N . STARLILY November 2015 Urban Drainage and Flood Control District SCL-3 November 2015 Urban Drainage and Flood Control District SCL-5 November 2010 Urban Drainage and Flood Control District CWA-3 S O LA R L LC Urban Stonn Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Stonn Drainage Criteria Manual Volume 3 5 . 0 MWAC SC -2 Sediment Control Log ( SCL) SC -2 Sediment Control Log ( SCL) MM- 1 Concrete Washout Area (CWA) 5 . 8 M W D C � SOLAR PROJ ECT X :;E�� IbiEhlT C [iP, T �� C� L_ Luu I `d =;T�, LLxTI �u `� P�I �TE�� , , N + � i `--. �` -` L •' 7 . SEE f='L� �•. `vIE'dJ F�;) R L�� C�TIJP� :� '�d7 LE`JCTH :� F `=aET: � `�1EhaT CG '�1TF:GL L�i ::; `> . � i - - ! '. . � , 1 �_--�__� . �: . , i. , ,: �� ., ' ` ,. ;' � . � ECIb1ENT CC� hTH�JL Ll'a �: : TH�.T .�K�;.;T ,'�`_ :, ' ,-• ,. , ,� , ,, t - h r • � _ ---� i .r I � ;: 1 ' t:il � , ` FE� IhAETEI� �. .� 1Th`�. L .� Hr�LL � E IPv '_�T�,LLE �i F '� I 'l1k' CWA MAINTENAh10E N0TES U ` �� + �) ^ I� E� , ` :T.� h: E - - T{? ,�,P•lY i.! � 's: RA.� IEP,T L�,MJC — GI �T.J � PI �, G F,C':TIVITIES . � 1 . INSPECT EIMPs EACH WQRKDAY , AND MAINTAIN THEM IN EFFEGTNE 0PERATING C0N � ITI4N . Q �_ '� .5 . .`_� EL.'• I `v� Eh1T C��.� 14TI��; L L0 ��: � H �+ LL C�i� � SI �T UF .`_:TidA'dv , CrJ `�1 �' C� �;T , Er, CEL.`_: 1 �: 12 �: It ;; i, C, �iP, l1T MAINTENANCE 0F BMPs SH0UL0 BE PR0ACTIVE, N0T REACTNE . IN'_�PECT BMPs AS S00IV AS w `~--_,� � " ' I ��. �•�iETE � ' f..ilra �::� � � ; : .T FIE3E �•'. , ,�,NU SHALL � E FF; EE �� F ANY hu� XIuU5 'v5r' EEG ;; EEC �; Ok L'� EF-E�T'� IVCLI,) L'�Irw �� H: I � S . P0SS [BLE (a,ndD r��wAYs w�THMry 24 HDURS) Fa��0witvG n ST4�M THAT CAUSES SURFaCE N E ' I ':' E " aT . ; . !,T � � L L� i : • n �- �� ; r � + � ER�3510N AND PERF0RM NEC,ESSARY MAWTENANCE. � fI i �- - H .. LE.: .�Nf� {� 3y1 {; .J =: � � EA.R' . � �' r, L � �� ' I�I A.' '"+-x ' ' ' � � i.:i 'J CEP4TE� ' :T°''� ' � 4 . `iEL: I 'v1EM1IT l'_�':� RTf�C� L L0�.5 hA�`" �3E IVICJ `U �w1 .`_: hA;��LL ;:: HECK U:r. `a1 '� I `J UITCHE`_�� .� `� _� =:1^rxLE.`_: , 2 . FREQUEPVT 0BSERVATI0NS ANC! MAINTENANCE ARE IVECESSARY TiJ� MAINTAIIV BMPS IN Q ' _ „ `. ::'TE.`_� HL�'ddE��;' ER THE'�' '-� H �� JL7 V +��T � E J � E6 Ih FE� EF, ttiI.�,L 5T� EA.�y' :; . EFFECTIVE aF�ERATING CQNDITIQN . INSPECr10NS AN0 CORftECTIVE �1EASURES 5H0ULD 6E � � '> ' DQCUMENTED TH0R0UGHLY. _ .`-`� , -� THI ` I ET •� IL I F - I . t _ _ _ _ - �_ � _, I� i.,) � i - h T' , � � � u � �- � i �� "� .: .: �� r� 1 4I F�:_,•;• - - - _ � _: E �� ITH '� Ei irAE ' , T _� IT I £ RE�, �� . rv� ErJCE�? TH,��.T �� E=� Ir.aEr. T ': �'� r�TR ~ L L': ". .: EE T�? E ^� :� HEC: IrJT� THE {: — i� � � � �, SECTION 10 TOWNSHIP 3 - `�--�__ � 3- WHERE BIvIPs HAVE FAfLED , REPAlR 0R REPLACEMENT SH0ULD BE INITIATED UP0N �~---��-L E. r t" r,' = � �"-' , = ��;T �. CE��TH �nF ,�F =� � �. �• xlf�,�r.TEL`� �. �� F THE [:� I �. ��+ EfEa �.%F THE LC� G . IF T?E ��. :: HI �•a �: � T�: i THIS orsco�ERr oiF rHE FAi �uftE. � , , . —�- � .� �.NE � vlr� lrn � �r �:; F CE�TH I � ha �,T FE� `:� I � LE 4`� � / C� F GE:_: IR.��, � LE ;; � Hi� F�T TER ��i IhJ �:Tr.LL=+TIC� ra t�ti�ITH CE:=� I �E NC7T T..'� m :� �� : � � � h ,. _ n � _ � , � � .. � ,� _ � � � � , � . 4 rHE �� s�A�� BE REPAIREa NORTH RANGE 66 � ;, `` �'' Ca�viac, E L�.h�. C . . . .ri Cl ,-. LE : .-� E -. TFEvcHlr� c r� E - TH r.�. :r FE .��, .. Er-T.-� � LE � , ITH .� c� � E F ^ � �., ;T , c�EnNE� , oR EN �aRCEa as NECEssaRY ro MAiMrRiN � � < � � ' < . Lr �_ E L_ �. � . �1 1 - T �T�.I� IhU . C�;'� 4�1 �� 5T L� �� THAT .4� E a LBf'� �f C �� P�J ;iT �JEEJ T� � E TF." EPJ � HE � . CAPACfTY F0F2 C�NCRETE wASTE. C0�tCRETE MATERiAL5 , ACCUMUCI;TED IN PIT, 5HALL BE � , ; : .. � � � . � . . ,:, . . . ' I )Ed��. Lk : tl < 13 � : F. � :� F REM0VED 4NI� E THE MATERIALS FiAVE REACHE0 A DEPTH flF 2 � . WELD COUNTY CO 80651 � ,' ,' ' , � ` UI ; � : �r�� HE`d µ ', r ( E . .T Ei . THE �JV" ` HILL '.=:JCE :=� F THE �: EC� U�/ E`dT �;; (1NTai) L Lrs �"� �� H �.LL � E F3r.Cl^; FILLE _:� 'd��ITH ' � :iIL �:: !a T . : THE E FE+�T� ; E : 5. C0NCRETE WA5HDUT WATER , WASTE� PIECES 0F C0NCRETE AND ALL 0THER DESRIS � • • FILTE �� b' +�TEI �: I��.L TH,�.T I�, FI: EE �� F �� _,�c_: K�� ahC LrEL; I � I �� . THE � f� IL 5H�,LL LE TIc, HTL`' w r , -, � C �� `v1 �=.C7EC I `JT0 7"HE � HAFE �� F A � IC- HT TRI.�, 'JGLE l.i `�= 1 `�l �v � �. H �1�1�'EL L� R '+:' EI � HTEC L,;�'� hti IN THE SUBSiURFACE PIT SHALL �E TRANSPaRTE0 FRflM THE J�8 5fTE IN A WATER - TIGHT O _ i O N C0NTAINER AIVD DISP0SED 0F PR0PERLY. (� 0 . 244 � 1 0 � . 772 ) �, C �iMF' fJ �T � E � Ih�4E �JT GOh1T � UL L� � � Vv' EIGHTEG � � �� LLER :� F R �.. ��ra i « � ��,cE. 6 - THE CWA 'SHALL REMAIN IN PLACE UNTIL ALL C0NCRETE F0R THE PR0JECT IS PLACED . � _: Er.�� _:T.a,N: E i � a � .- �, r- � � .; :.- ; . F�_rLL� �N r:1.aV ,lFk�T�aRE�S ' �;� U1 =14*Jc : E FC: � �-•T� �. Ihw ;; . IF r�i +� P; � . F�.t.T.� � ER ��: ' I `! �_:T� . � �: 'TI �, �, '3 � C �: h �:aT _yrE�.`. IF � �: �' �.(_ II`Jf , °�T'�,KE:> '; H � LL N� E � L+� :: EC.� i7N 4- � i": EI�TE: F _: .Av �� E `.4C� EfiGEI ? A 7 . WHEN THE CWA IS REM0VE�, C0VER THE I]ISTURBEd AREA WITh1 TQP S0IL, SEED AND � ; " '-� " 1 :. 1= t,•tEfE � '•: I ^dj ' ; ',^ �: i_:T hvilhlFll . h�i ;� ri " • � ,^ ,�' " " - ' � '• btiULCH 0R 0THERWI5E STABILIZED IN A MANNER APPR0VED BY THE L0Cr�L JURISDICTI0N . � - - - - ^:; Ei . IrviE ^,T , � � • iTi; � � L L�.;c , . tJ , 1 , � . , , i . ._ �� `> -� . . � u. I ' . 't , h•: . . ! � l_ :� . i ' .: � i � U. �� i � Lr - E : FILTEi � _ - - - THE L:}C ~�T� kE'� TH.�T h� E N ? ;� KEN r� r� lca � T� :� I 'd �=;T.��LL ��TICV .� H� L�_ EE aE `�L��:' EC� . f '�. ,� rv1 �� ,i �;T (DETPJL ADkPTED FRON �OUGL4S COUNTY, COLOR4�0 AN6 THE CITY OF PAF2KER, COLORADO, NOT AVA1'L4BLE IN AIITOCAD). o � � Ei : l = e � �: :� IL '� L�.�:C, `: `� HUI , LC EE 5TkKED 1C ' �:1N �;. EnTEF�' . � 1 NC3TE: MANY JURI5DICTI0NS HAVE BMP 0ETAILS THAT VARY FR0M 11DFC � 5TANdAR0 QETAILS . w F� _ , , , _ � � 5EDIh�1ENT GUh� T �� L_ LCG ".4.AIhTEN�,PICE NJTE�' C0fVSULT WrTI� L0CAL JWRISDICTI0NS AS T0 WkICH DETAlL SH0ULD BE USED +NHEN � � � DIFFERENCES ARE N0TED . cn , . ,, i _ Ir�, �; � E�AT F��n �s Is+cH ��ti�c� rKn,:.�r, a�v � 6� a � rdTalr�a THE�n I �d EFFECTI �•: E � ��E�r.TIP� � .� �.> �a ^� ITlr:� r� . � - h4 ,� INTEPJ,�+ 'J �WE CF �3Mi � �; :� H4) l, L� � E �' �'��A,`:TI'�:' E � f•� �:�T R' EA =:TI'JE I1� Sf' EC'T B41F' s '_; `:.r: � N ,q`� J� - Pi� '� � IGLE f,�� '�; D ALvvA.Y�: �,"�ITHIP, f? � Hui_! I;__; j F�_; LLus�� l �di: ��. ��T:'� f; +.� TH�,T C:.4 .1 `� E�; �; i.ifYFA,C'. E J E �� o5lcra , �+ r, � � EI •� F�� i� v� r, EC, E �;�,� �?Y ��,��.IrdTE�aqr,, :, E. � Q `� ECTI � �! �A, .� _ F�� E�� .lEI�1T oa :=; E_� ��;��TI ��:� '� .� �� r�n �; IhaTEr,a.�av �� E � � E "�ECE :� :s�.� �" Tn k4ia � r�TKlr� � ��.� r = Ira � �� C� �viPO �T SEDIME �IT L �'� h� T �tUL L. 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ENGR . : SS DATE : 06 / 22 / 2023 o DRAWN BY : SJ CHECKED BY : GB SCALE : AS SHOWN N � SCL-4 Urban Drainage and Flood Control District November 2015 SCL-6 Urban Drainage and Flood Control District November 2015 CWA-4 Urban Drainage and Flood Control District November 2010 DRAWING N0 . � Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 w SH EET — 14 OF 15 � Q o , � � �. i � 1 SEDIMENT CONTROL LOG 2 CONCRETE WASHOUT AREA S 1 � S - 15 NTS S - 15 NTS Knowwhat's below. 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Y f � .! i-t •_ . .� `� . -. p` ,r +`?r,� .i - 1' ._ � fi � MIN a �'y� �-xt��:'ri4 ' ,f �; '" ^ .. „ � � 0 � I� � {� � � � �i '� � � R � � v �� , . ,.. , �� .� :' PUBLIC - UNLESS aTHERk41SE SPE�IFIED " BY L0CAL JURISDGCTI0N , USE 18 �' �� AT LEAST 1fl " � M8� RdA�WAY �ppT SECT. f� 703 , AASHT0 # 3 a�-� SPIKES 0R C)F SILT FENCE „ - " C0ARSE AGGREGATE 0R 6 " - ,�� 4, � 5TAKES 1724 GILPIN STREET „T,AIL�� S� BURIBp 4 MIN , MINUS RJCK �PO4�,�G �P� a hJ0N - W0VEN GEflTE}CTILE FABRPC `Ld;��ti,�� TRM END 0VERLAP WITH DENVER , CO 8021 � BETWE=EN SOIL AtvD ROCK � <a� �� .�o SPIKES C�R 5TAKES O� ,�'t��,"� � C0NSTRUCTIbM MATS , W0VEN STRAP � `�pr��'� 4.� 0R TURF REINF0RCEMENT UNLESS 0THERWISE SPEGFIED BY L0CAL � e G¢�pf``� MAT (TRM ) C0NIVECT0RS SILT FENCE INSTALL R0CK FLUSH WITH .kUR1501CT10N , USE CDdT 5ECT. # 7ti3 , AA5H�0 0 � r � �`�"�`� dR BEL0W T0P 0F P,4VEMENT }� 3 C0ARSE AGGREGC�TE '�' C � NSTRUCTI0N MAT END P0ST5 SHALL �VEE2LAP � 9 (MIN . ) �• " ¢ 0VEf�LP,P 16JTERLOCK WITH AT JOIhJT5 50 THAT ND GF�PS pR 6 �MINUS Rf}CK r d' ACCESSCTQ �S ES OF IMRT � � Lf STRAP CQMNECT0RS J0IN � � r � - ' - � --� r ;:: � _ �f�'�,.... .�E�I EXIST IN 51LT FENCE t z '`v .4 ,� � !•!sS'�+ , - , FiRsr � '�� - � .� ' �l/`/ /�lj�f� �' �/i�/�f/��f'jr %\/�.��/\�jl�\// �jf>`%� � W ' �! + �L/''_ ,� �ry ROTarE �'`',i , ��,�`�, `�.�`.1,��. ��,��i��i.,r��,��fi/�,i 2� Q0 ACC0MM00ATE �� / "`�, y�y,� ' � N0N -wovEN cEorExr� �E ( • � 56414 �' : SE�0ND / FaeRoc . � � . r---� , TRAFFICA (WIdTH • ,, - � � C0MPACTED SUBGRA0E P05TS SHALL BE JDINE� AS SECTI � N A _ CAN BE LESS IF ° ��] '.� �' C�,,� SH0WN , THEN R0TATE6 180 DEG. THICKNESS Cl� GEDTEXTI �LE HAS� C0NST. VEHICLE5 �,t� •..�� ,.• ��' IN 0IIRECT]0N SH0WN AND DRIVEN BEEN EXAGGERATED , TYP ARE PHYSICALLY �rS'�+�Q �� C INT0 TH!E GR0UN0 CONFINED ON BflTH sioEs ) EXP . 10/31 /2023 SECTI � N A VTC - 3 . 1JEHICLE TF�AC �41NG CONTROL UV/ CONSTRUCTIOf� VTC - 1 . AGGREGATE VEHICLE TRACKING CONTRO � M��T OR TURF REINFaRCEMENT MAT ( TRM � SF - 1 . SILT FENCE — STARLILY November 2010 Urban Drainage and Flood Control District SF-3 November 2010 Urban Drau�age ancl Flood Control District VTC-3 November 2010 Urban Drainage and Flood Control District VTGS S O LA R L LC Urban Stonn Drainage Criteria Manual Volume 3 Urban Stot7n Drainage Criteria Manual Volume 3 Urban Stonn Drainage Criteria Manual Volume 3 5 . 0 MWAC SC - 1 Silt Fence ( SF) SM-4 Vehicle Tracking Control (VTC ) SM-4 Vehicle Tracking Control (VTC ) 5 . 8 M W D C X SOLAR PROJ ECT � � o ; _ TC � . f�a�' �r = SILT FENCE IIVSTA�LATIQN N0rES '=Y;7"i ; ("''i � � J� f STA8ILIZED C��NSTRUCTI0N ENTRANCE/EXIT INSTALLATIDN N0TES ,-.,_ - . C� r - Y V � 1 . SILT FEIVCE MUST BE PLACED AWAY FR0M THE T0E QF THE SL.0PE T0 ALL0W F0R WATER i . SEE PLAN VIEW F4R Q DITCH T0 CARRY P0hJDING . 51Lf FENCE AT THE T0E 0F A SL0PE SH0ULD BE IN5TALLED IN A FLAT LQCATI0N WASFi WATER T� - L0CATD�N 0F C0NSTRUCTIaN E�ITRANCE(S )/EXIT(S } . w AT LEAST SE1,fERAL FEET ( 2 -5 Fr) FR0M THE T0E 0F THE SL�PE T0 ALLQW R�0M F0R SEDIMEI�T TRAP - TYPE C7F C0NSTRUCTIe]N ENTRANCE(S) / EXIrS(S ] (WITH /WdTH�UT WHEEL WASH , N P0N � IN� AND C1EPD51TI0N . � � 0F; BASIN � CbfvSTF2UCTIQN MRT OR TRM } . � 2 . A UNIF0RAA 6 " X 4 " ANCH0R TREhlCH 5HALL BE EXCA4`ATEO US31NG TRENCHER 0R 51LT A � ' .4 <� .� �: < ! PUBLIC ,� � �� ,�� y� j -�� , / 2 C0NSTRUCTI0N MAT 0R TRM STpBILIZED CQN5TRUCTI0N ENTftANCE5 ARE 0NLY T0 BE FENCE IN5TAL.LATI0�1 DE'VICE. N0 ft0A� GRADER5 , BACKH0ES, 0R SIMILAR E� UIPMENT 5HALL RCIADINAY " -"-� ` "� �" � � BE USE0 . '` ' '` '` � `; " " ``"� / USED 0N 5H�� RT DURATI0N PR�JECTS {TYPICALLY RAhJGI�1G FRQM A WEEK T0 A M0NTH ) � �„ .-t,_ .-t , s � -� � � G �_rj_. ;-r � ,� ; Yt� ; � 1 �. �,� �, '� ` � --r �'= WHERE THERE WILL BE LIMITED VEHICULAR AGCESS . 3 . C0MPACT ANCH0R TftENCH EY HAN � WITH A "JUMPING JACK '� ClR 6Y WHEEL R0LLING . �� " � � �� ".� '� �-�" ` ' �� ` � � ��.� ' � � � 3 . A STABILIZ�� EQ C0NSTRUCTIQN ENTRAMCEfEXIT SHALL BE L0CATED� AT ALL ACCESS P0INTS SECTION � 0 � TOWNSHIP � CDMPACTIaN 5HALL BE SUGH THAT SILT FENCE RESIST5 BEING PULLEEl 0UT QF ANCHqR � ' � `�` _��-��`� � ;" - ��` `' �� ,� ' ;" ' " ' � �' ` � ` WHERE VEHICLES ACCESS THE CONSTI�UCTION SfTE FR0M PAVED RIGHT-OF -WAYS . TRENCH BY HAND . N0TE : WASH WATEi3 `. -� �`-+ �-� `�+ � `-� `> `y �`-� ;-� �'� `� -� �{ _ N O RTH RAN G E 66 m /' / F / t P A�/ A/ F/ 1:� � MAY 'N0T CdNTAIhI -� � 1 �� w ,� � y 'j qy� e_ �i� s ��i_ � � � � 4. STA8ILIZE�� CONSTRUCTIflN E6JTRANCE/EX'1T SHALL BE INSTALLE � PRI0FZ T� ANY LAND � 4 . SILT FENCE SF�ALL BE PULLED TIGHT AS IT IS ANCH0RE � T0 THE STAKES . THERE 5HCJUL� CHEMICALS 0R SOAPS ' � ; , � , { �� ,� ;� r� , _� � - -� -- 4- ;� , - s ,= � � ❑ ISTURBING P�CrIVITIES . � BE f� 0 N0TICEABLE SAG BET'wEEN STAKES AFTER IT Ha,5 BEEr� ANCHOREO TO THE STaKE5 . wira�our oerair� iNc3 ,� J �� , �� ,- y � A SEPARATE PERMIT tiVR5H RACK , - , .. WELD COUNTY CO 80651 5 . SILT FENCE FABRkC SkALL BE ANCH0RED TD 7HE 5TAKES IJSING 1 HEAVY DUTY STAPLES ' 5 . A N0'N -W(�VEN GE0TEXTILE FABR9C SHALL 6E PLACED UN � ER THE STABILIZED � w 0R MAILS WIT'M i " HERDS . STAPLES AN � NAILS SN0UL0 BE PL,4CED 3 "' AL�NG THE FABRIC C0N5rRUCTI0IN EI+fTRANCE/EXIT PRI0F� T� THE PLACEMENT 0F R0CK . (4o . 244O � - 1 0 � . 7720) N D0WN THE S1fAKE . � 6 . L1N �ESS 0THERWISE SPECIFIE0 8Y LflCAL JURISDICTI0N , RdCK SHALL C0NSIST 0F D0T 6 . AT THE END 0F A RUN 0F SILT FENCE AL0NG A C0NT0UR , THE SALT FENCE SH0ULD BE SECL # 703 , AASHTQ �J3 C0ARSE AGGREGATE 0R 5 " (MINU5) Ft0CK . TURNED PERf'ENDICULAR T0 THE C0NT0UR T0 CREATE A "J - H00K' . " THE "J - H0(3K ° � _ 67" MIN . � J STABILIZED C1�NSTRUCTI0N ENTRANCEfEXIT MAINTENANCE NDTES EXTENQING �E=RPENDICULAR T0 THE CCJNT0UR SH0UL0 BE 0F 5UFFICIENT LENGTH T0 KEEP �' `� ' °' RUNaFF FR0ti� FL0WING AR0UND THE EN0 0F THE SILT FENCE (T4'PICALLY 90 ' - 20' ) . 3 r � , ', � T � � , ,,. , 1 . INSPECT EIMPs EACH W0RK0AY , AN � MAINTAIN THEM IN EFFECTIVE 0PERATING C0N � ITI0N . � 7 . 51LT FENCE SHALL BE INSTALLED PRI0R T0 ANY LAND 0ISTURBING ACTIVtlTIES . �' f '�` '�` " '` ` �'' � .' '`"'- ' ' ` ` -' MAINTENANCE 0F BMPs SHaULQ BE PR�ACTIVE, N0T REACTIVE. INSPECT BMPs pS 500N A5 � ` "F `` � =�' =-� �'`K %'1' '=� '-� � -"N'�'� � =�"�=� ,'=� . P0SSIBLE (A�J0 ALWAYS WITHW 24 H0URS� F0LLC)WING A ST4ftM THAT CAUSES SURFACE > REINF6RCED C0NCRETE RACK � SILT FENCE hAAIMTENANCE N0TES ( MAY SU65TITUTE SYEEL CATTLE DRAIN SPACE ERDSI0N , AN1] PERF0RM NECESSARY MAINTENANCE . I GUARD F0R C0NCRETE RACI� ) 1 . INSPECT EIMPs EACH WORKDAY , AND MAINTAIN TMEM IN EFFECTIVE 0PERATING CONDITV4N . 2 . FREQUENT 0BSERVATI0N5 AND MAINTENANCE ARE NECES5ARY T0 hAAINTAIN BMPs IN � MAWTENANCE dF BMPs SH0ULD BE PR0ACTIVE, N0T REACTIbE. INSPECT BMPs AS 500N AS SECTIQN A EFFECTIVE 0F'ERATING C0NDITI0N . INSPECr10NS ANQ CdRftECT�VE �fEASURES SH0ULD BE I P0SSIBLE (AhJD ALWAYS WITHIN 24 H0IJRS ) F0LL0WING A ST0RM THAT CAUSE5 SURFACE D0CUMENTED TH0R0UGHLY. � ER0SI0M1J , AN �] PERFdRM NECESSARY MAINTENANCE . 3 . WHERE BIvIPs HAVE FAILED , REPAIR flR REPLACEMENr SH0ULD BE INITIATED UP4N J DISCc�VERY 0IF THE FAILURE. � 2 FREQUENT 0BSERVATI0NS AND MAINTENANCE ARE NECESSARY T�� hAAINTAIf� BMPs IN Q EFFECTIVE 0F'ERATING C0hlDITI � N . INSPECTI0NS ANd C0RRECTfVE MEASLJRE5 5H0ULD 8E 4. R0CK SHA�LL BE REAPPLIE0 0R REGRADED AS NECESSARY T0 THE STABILIZED �� D0CUMENTED rH0RoucH �Y. VTC - 2 . AGGREGATE VEHICLE TRACKING CQNTR � � WITH ENTftANCE/E?� IT T0 MAINTAIN A C0NSISTENT QEPTH . � 3 . WHERE BIvIPs HAVE FAlLE� , REPAIR 0R REPLACEMENT SH0ULD BE INITIA7ED U'P0N WASH RACK 5 _ 5E0IMENT TRACKE0 bNT0 PAVE � R0AaS IS T� BE REM6VE� THRQUGH0UT THE 0AY AN � 0 PRELIMINARY 09/28/23 � DISC0VERY fJIF THE FAILURE. AT THE EN � dF THE DAY BY SH0VELING Oft SWEEPYNG , SEaIMENT MAY N0T BE WASHED 0 4 . SEDIMEN7 ACCUMULATED UPSTREAM 0F THE SILT FENCE SHALL BE ftEMOVEO AS NEEDED �0WN ST0f�M SEWER DRAINS . REV. NO DESCRIPTION DATE � T� MAINTAIN THE FUNCTIQNALITY �F THE HMP , TYPICALLY WHEN 0E= PTH 0F A�CUMULATED SEDIMENTS IS APPR0XIMATELY 6". N0TE; MANY JURISDICTI0NS HAVE BMP 0ETAILS THAT VARY FR0M UQFC � 5TA'NDAR❑ DETAIL5 , � �i CflN5ULT WITV� LflCAL JURISDICTIONS AS TO WHICH DETAIL SH0ULD BE USED WHEN J D9FFERENCES ARE N0TED . � 5 . REPAIR flFt REPLACE SILT FENCE WHEN THERE ARE SMGNS 0F 1NEAR , SUCH AS SAGGING , SHEET TITLE : TEARI �`JG , 0R C0LLAPSE. {ClETAILS AOAP�EO FROM CITY OF BROOMFlELO. C�LORA�a , NOT AVNLABLE IN AIJTOCAd} 6 . SILT FENCE IS T0 REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABI �IZE0 � AN � AFPR0VE=D BY THE L0CAL JURI50kCT10�1 , 0R IS REPLACE� BY AN EQI�BVALENT PERIME7ER � 5EDIMENT C0NTR0L BMP . � SWMP & SITE DETAILS m 7 , WHEN SILI" FENCE fS REM0VED , ALL DISTURBED AREAS SHALL E3E COVE6�ED 4VI7H T0PS0IL , g SEEDED AND MULCHED 0R �THERWISE STABILIZED AS APPR�VED E3Y LflCAL JURISDICTI0N' . Q � {OETWL ADAPTED fR4�M TOWN OF PARKER, COL6RAD0 AN❑ CITY Of AURORA, NO3' AV,NLA�9LE IW AU�QCk�) Q � N� TE� MANY JURISDICTI0N5 HAVE BMP 0ETAILS TFiAT VARY FR0M L1DFC � STANDARd DETAILS . � C0NSULT WiTl1 L0CAL JURISDICTI0MS A5 T0 WHICH DETAEL 5H0ULD BE USED WHEN �p DIFFERENCES ARE N0TED . PROJ . MGR . : SS PROJ . ENGR . : SS DATE : 06 / 22 / 2023 o DRAWN BY : SJ CHECKED BY : GB SCALE : AS SHOWN N � SF-4 Urban Drainage and Flood Control District November 2010 VTC-4 Ui-ban Drainage and Flood Control District November 2010 VTC-6 Urban Drainage and Flood Control District November 2010 DRAWING N0 . r � Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manull Volume 3 Urban Storm Drainage Criteria Manual Volume 3 w SH EET — 15 OF 15 � Q o , � � �. i � 1 SILT FENCE 2 CONTRUCTION ENTRANCE 2 CONCRETE WASHOUT AREA S 1 5 S - 16 NTS S - 16 NTS S - 16 NTS Knowwhat's below. CaII befane yau dig. Hello