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Home My WebLink About20222940.tiffCR 48.5 SITE -at a U Iftwismina _ Y CR465 F dr—re‘hwakti SH 601 F-- S I Y r i ' =!..11 Y Z. ,111C311 ,� J I I 1 f v F � 3 !Lt. ' � Cl sue= -g r • WELD COUNTY, CO I USRs within one mile u „it J U R-8 3 ELECT LINES 230 KV CR i USR-1281 TELECOMM TOWER .4150 FT r3/4. r U I • t `-, 1-�r.i L� r .+ • • G MUSR18-0003 SUBSTATION 115KV. ANTENNAS 'j' USR 1277 HERBAL PRODUCTS PROCESSING lt, _ CR 46.5 LIDS R-1706 167; NATURAL RAL GAS PIPELINE. SH -- I • • i SITE � SIP 222l SPRAY PONDS USR-1142 RECREATION FAG, BICYCLE, SKI - • , I I 1 I: T r WELD COUNTY, CO Aerial telrasat Milliken 1 I k) Johnstown tit WELD COUNTY, CO Johnstown Comprehensive Plan Johnstown Future Land Use Trial c a Act9111/ Carter ._Sac re-:;"? ; 100w Fl= cepg31f JOTITIC1 +iir Bela' gfr.:Otirrity .Ecou Mary Mead Johnstown Future Land Use Regional Park Gateway Future Trails C$Activity Center e Lakes 100yr Floodplain Future Land Use ___ • Agricultural Overlay 40 High Density/ Intensity Medium Density/ Intensity Low Density/ Intensity Very Low Density/ Intensity I _ Greenway i r+ ;Johnstown Boundary County E Date : 1012112021 Growth Management Area Milliken Comprehensive Plan Mlles 2 44. Want rot atalrallrall 4_rtrs Grin ,+ra. f & -r AIM Residential Colas b tcnaiI entlnart! W.crtbethsnd Commerclalirtimplavnberit Oran -r r 2013 .e_ MN siamosimi. iftljair 4111,1p HrgaraffSt"laaataaSit VMo Go.. Nftia. F -die FRAMEWORK PLAN Town of Mittiken L Municipal Boundaries Urban Growth Area Influence Area Residential Estate Residential Residential Neighborhood Commercial/Employment Commercial/Mixed Use Node Commercial/Mixed Use Downtown Bushness/i n d ustri a I Public/Open Lands Agriculture Parks and Recreation Creenway. Public/Quasi-Public CLOUDBREAK WWW . CLOUDBREAKENERGY. COM TRC Companies , Inc. 700 Hi hlander Blvd . � 9 �/ Ste . 210 PARCEL ID # 105903300001 Arlington , TX76015 Tel : 817-522- 1000 www.trccompanies .com COUNTY OF WELD , STATE OF COLORADO STAMP : LEGAL DESCRIPTI0N VICINITY MAP SITE DATA INTERIM REVIEW DOCUMENTS . � � . . � � . � _ �' I � .., � � � , a� w� +K .rt:- .. . �. ,.. , CASE # . , . . ,.• » � „- • . �r Z �� . - F,4 a NOT INTENDED FOR � �l� t , .,, y � u e ti _. LOT B RECORDED EXEMPTION NO 1059 -03- 3 - RE 1772 RECORDED JULY 23 1996 AT RECEPTION •4=` � ' �`� `�. . �{ �' ' +4 �' � ��" ' �� 'v�. � r ' � 'r � CONSTRUCTION BIDDING , � , , �- ; :� � � ; 't�`�t •�; . "`�'''�' �. •� � ` ,_ :.._ - � _y � ' .,�¢ '�`' _ �;:�� '` . �' �:`�f��r�� ' ' :�'� � t� " PARCEL # : 105903300001 , > NO . 2502334 . LOCATED IN THE S 1/2 OF SECTION 3 , TOWNSHIP 4 NORTH , RANGE 67 WEST OF : . - �' �� ` , • - � � . � � , : ;; ,� �yF ` � �. `�'�� ;,� - ��, b «° ,,��"1� ,� �'�.�� , . �,;�' - ' oR PERMITTING PURPOSES , � � ► � ., .. ` . , . �' ,, � - ... � . . � , . _ �' - . .. . r yr � ♦ . 'I� -� •' �' � , • . •�. • + � •_ �- .; � �� »- �'' „� ' = +'� t MAD RUSSIAN ��-^� r .� ZONE DISTRICT . A ( AGRICULTURAL) KELSEY BLAISDELL , P . E . THE 6TH P . M . , COUNTY OF WELD, STATE OF COLORADO . � , , ,. _ , . , • . �.s . � �, , , , . ;; :r;, , . .. �. , , , - ≥;� 'w �.� `t.�, ��a , � an'�� ,, _.. � ,�w _ . � �,d y , - �:;'- � , ,��• ; . � �, ^ �k\ ��r .y' ; � ��: SUBDIVISION �', � ' , '' " �: � � ` ", PROPERTY ADDRESS : 9216 COUNTY RD 48 . 5 , JOHNSTOWN , CO 80534 CO LIC . # 49698 � � ' � � , `�o wyyf � � � •� .�. 'k� l ( � .�1 - ' . ' . �! � . .. ^ aL' . ` � ' . i ,• y . y, �. � I� �v�`x � � �� S��Y ' . ,�� 1 � ' • . r �;! ; ' � , . A :� . . ,, ��;~ . r;,/".. . : �. �: , , <. , A ��,n �; J,F.��;; �'��:�;�?,�. � � . PROPERTY AREA : 37 . 46 AC 1 {'� / / / ,. . ,. ' ,� � /'` (� /� (� - _�. . .c :... • f� � � ` • • " • � . _.. . . C « �_ ,�� :. .'� t. . .:.y. . � . . �: ' � . . - �(' �, � ♦ � [ � .-.� I � . — . . .._ A l.• � •�w.� . � - ~�� s . 4 C: � � .� � � .. 1 \f � . ^ �' � • r • \� ,•( �)�� %�Fl� �� < • � �y � ' .� . ♦� " � . � � / I V / L0LL ;�; ,;y �.. ' ' : ' `�,� ' �` - '�� .t� ./:"��q:.,�;R-' �,?� , . =r� � �u��,, . " - .�,y�►�,,t��c; ',. '� . '��: i�'�•il �� , .�' N �y � � ,�� .� :ti w SOLAR GARDEN AREA : 28 . 51 AC - � •y . .F �� .' i�. xf t � . F � � � 'q ' �. M. . � T� .Jlf.}A� � \ 'v ;�} • � � . / '�, � • � �.- 1� ' �'., ', x ' �` �: a � . . �� ,, ,,x ;: ��',•;`� ,� �� ' ; , . ,, .�„•,�� LEASE AREA : 37 . 46 AC — ,1�' :°4 . n � -. ,g � +- �, .: .,� .�+A�'= X� ,{$ ,� t � ; �• �� :'� (, � . \ , ^ W\I P . - .�' R � te • . • • "� ''.. .' ' 0 ��1 i � 41r . � ` . . ' , ' � • ` � ' ' ' ' " . � �� ` � ' � ' � '�,p � � � SYSTEM SIZE : 5MWac ,st . � . , � � ., �;�,��" t� • �.`.�' : P ; � � . �'�� , -'C�Y� �*/�, � -' �K '�' .�. . ♦ J � -. �L( 'S��tr��l�� .t ' ' e ' • ♦ I � , N ' \ .� I� . . � '� . . , � . . , q�:, � s (�'�,.� .� . ' � "�,! ' : . . . � ' � • - � � ' , ♦ � , a� � � � � '. . . � , � . � � ,a�, , -- . ,� .: ��:. � � � . . �• �. ;. �.��.+� • ��P ' � � ' . TOTAL MODULES : 11 112 ( 450W HELIENE 144HC M6 BIFICIAL MODULES ) , , /�py! � R,.� 1� y �.y � � . _ � � �� i � TiI • � ' ` '• �'�� . .� 4(� * ► ' • O�y � .�� 9•�ti_,� _ ♦ . i � w� . � ,_ ' .,��' � „ '" . ~ � ` � � ;�� .�"��' , � _, ',.)�,� �. , . , :' �, �«" �� ' • , .�Y• � , � , � : �� .t3 INVERTER RACK : CHINT 125kW INVERTERS OR SIMILAR EQUIPMENT . fll. .� •1� " ' < 1 . � . ��. � I� - . . . 11l � �l. � � • � •�: �� 1Y � � S, . r ��I,� y . � • y `�„ � , � � --_ �; �R �, � `� , w ti-; < , ,� ,� • _ Y. ;. a,,� . ; � � � , � . � � , �. ,_ < r . . , � . . 'r'ry . . _ -� � .• ,t � �_ : - ;. . � b „� - • . . . . , � � (r� , ; c�..�E. . . ., MOUNTING SYSTEM . ARCTECH SKYLINE II SINGLE -AXIS TRACKING SYSTEM n �'VJ. . 1 � � j�(ry ��. / F �� 1 �-� _� ..� � � �� I, L � ' � • � r� 1R 1 �� 1 � !• -H - r � L� • ! �1. � �' ' JC. _ _ ` . � llu. , %. � , �� '�.� ' 4.�Imw�y�.C� � �1 X�y � :� ' . �4!'?' . . /4•�l V ' �� a �t � �' 1 . , �1�l I r . , � � y1 � = ` `� SOILS OLNEY FINE SANDY LOAM VONA SANDY LOAM � , i `r �qIlS �L1Y. 1 ' � S�~ e t M1�'�, �� . 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'r r, � �'� y� �t ♦ � . ` ` --- - - . .. � �� '� : _ ._ __ . _ _ . _ _ f` _ � ��.� CR 48 1/2 _ --. , ,�;� ' �' �� ,, �, 1 �,• .'�' ,� ' � � ' � �- - b � �`' ~�° �' `t 3 ' � (,n � 0 Q THE UNDERSIGNED PROPERTY OWNER S1 DO ES1 HEREBY AGREE TO THE SITE SPECIFIC `'�� =-��Y ` � ` '�r' - _ - �� w � � � � - -- --- - - �` � ` ��'�' - � ` - ` '� � O � / � / i.� � �-. , - � -!E' - �• ; '_ . o �y�~ ' .. .• ,�t/ . -,�' ,, . �J. - ; �•,\-1., , U �� . : np . K �- : .., .. � . �'"�, _ � . � SHEET INDEX = Q � . "- _ -� • � � . � �. . / . �� 4 r +. _ � O' .a. � DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW DEVELOPMENT STANDARDS AS "'`� ` ` - ' �- r : w' � r'': �` - � r J I , �. ' ,' � � - � . y � " , i ^ . . r. ' I , •. f J' +�. . r . .. � _ }i . +_. T . _. r�� { „ � DESCRIBED HEREON �l. � :: ' ' � ' � - - _ _ .,�,,,- �°�' , . . � %;:�-�' '�' �' ;`', � :� _ _''�� '� L.L � � � � � � U � z , . � •, ; i � : :�:ti•�; �- M :.., .. �.. . • ' � -�'•. � -:�, • DWG . NO . TITLE W THIS DAY OF 20_ 1,' � , ; � ��; ,.-r ,_. . .� , , � � O � � . � - _ . , _ . I..L V : . .. . . . , ' - . , - -.. . � _� �s � , I i, ��; . : . . C 001 TITLE SHEET _ � � U . - �. ,+ � � c �, .. �, � , j � C - 002 GENERAL NOTES � � � � ; ; � . , . ; ,� . � � t' � � , _ , '� ' �, ��°`�'��'�'� ��9 ' � �" --� .,�- F`t . _� ^ " � �s — C- 003 PROPERTY & DISTANCE INFORMATION � � � w L�� . . . . �� I . , ' , � I '`�r , ' :�' i;� �-"; � .W� = : �� ,. :. � � ' . SIGNATURE - ARTHUR GRIFFITHS `� t '�� , �� I ��- '" i � v . � C - 101 EXISTING CONDITIONS I � m � � ♦ I � � rn / i : � F� � � � � � � ��"`. ,:� �11�� ' , � ��,�� p �� .�/G/', �T�� • ' � - - z - C- 102 EXISTING CONDITIONS II � �� r � l .'I � 7� ' J 1 �� . YA � �� --F� � � � . r - • • _� � _ . ' RL 11 • _d " �f- � -. � � . � - � -_ � .: :� � � ��, �� '�; �' - ,, , , , _ _ �; , , � - 103 PHASING PLAN I � '� � ♦�i t� �r��i `j � � � • � I � � � � � (�/� � �� . y�Rw 1�� i�1'r^'�1�1/Y l� 1 A�� ' . �� "' ` C- 104 PHASING PLAN II PLANNING C0MMISSI0N CERTIFICATI0N � �� . � � � '�� '�' �� — ' r i�� e� �� ,—�� .� � _ _ _ _ _ ', . - . , � e, � . . V / ' � � �If I I �� r� �" r ri' v � f �� el � i � , ` _ _ a . _ . � � ~ I � �V . . .. `I.o� je r y�i'_ il �- �' ' �' �I . � . . . �/�M�1`vbM. � �� + _ vn-�!.. :" � C � li • .�. . _ _ �- .. - . _ • - , . . , ... .r_„�,� , . �� - �F C - 201 SITE PLAN I � � . _. ,. - �� ---� � � a�fr��r .�.. �' _.� r , , -' -t�� .. � �� ^��, �� • "`�'��;��,-� y_ - -_ . �\i , �,.-=�- .,.�.�- _ . � .��...�._ - H I G H WAY 60 �� ._ -s.,.-��; '� ;� � ., . ��.: � ` , C - 202 SITE PLAN II Y• I ,��! I , . � -. �� Y , � '� � � . •�;s -' ti M . . ^' \ _ . .� .�. i '� f � . . _ . w � *� :. � I - T� -I _ _I_ ..` � �: . O � . � THIS IS TO CERTIFY THAT THE WELD COUNN PLANNING COMMISSION HAS CERTIFIED � - .� -�' y�� -� � -- -- _. - � +�J! � � k . � � � �� r - ' ; ��:� � =. - - , ,� _ , r��; � Y . �� . . . C - 301 PRE DRAINAGE AREA MAP AND DOES HEREBY RECOMMEND TO THE BOARD OF COUNTY COMMISSIONERS , WELD `'� � � - j'�' � �°�� > �� `�:"= PR0JECT AREA �� r -t _ - � � ' � f , '' _: �1� �:��-''1 `�'�� '` C - 302 POST DRAINAGE AREA MAP PROJECT NUMBER : . � „ � .�, � � , - - - . , `---� , . �;'� t�y,. r . • - . ....� _-- _: _...:. :. � � � - ; � .�+� � ' t;4�'_.�,;-,�� ;-, : C- 400 DETAILS 434718 COUNTY, COLORADO , FOR ITS CONFIRMATION , APPROVAL AND ADOPTION THIS SITE � , G. � - : . - � y , ,�� --�? 1y�1��[' �� • -� �'` � . ' - �_ �` A` �� . I _ _ ('" �� . . t ` :+S� l. . � �• T1,�' � ,� 1 � +'�� ' �� . . 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REVISION DATE INIT THIS DAY OF � 20-� _ � - � PROJECT PROPERTY CO NTRO L F EATU R ES 1 CLIENT & TOWN COMMENTS 5/ 16/22 - - - - - - ADJACENT PROPERTY GRAVEL ROAD ROADRUNNER SURVEY & MAPPING , INC SOLAR LEASE AREA I-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111 GRASS SWALE 2130 ROADRUNNER TRL . CHAIR, BOARD OF COUNTY COMMISSIONERS � PROPERTY NUMBER x x FENCE RIESEL, TX 76682 ATTEST : Ri � HT- oF-wAY - � - - INFO@RSMROADRUNNER . COM - - - - - - - - - EASEMENT/SETBACK � � � SILT FENCE ( 254 ) 730 - 7574 '�' EXISTING ROAD ( PAVED ) � � � � � � � � WELD COUNTY CLERK TO THE BOARD EXISTING ROAD ( DIRT) p SOLAR ARRAY AGGREGATE VEHICLE EXISTING DITCH CENTERLINE TRACKING CONTROL s BY : DATED : EXISTINGCULVERT _ _, , _ _, s. , ENGINEER DEPUTY CLERK TO THE BOARD ExisTiNG MA� oR coNTouRs L 5 ' x10 ' POLLINATOR � EXISTING MINOR CONTOURS HABITAT TRC ENGINEERS , INC . � SOILS BOUNDARY LINE 765 EAST COLLEGE DRIVE , SUITE 1 DATE : 1/ 14/22 � 52 SOILS CLASSIFICATION oE oE OVERHEAD DURANGO , CO 81301 DRAWN BY : � TRC N ELECTRIC LINE KELSEY BLAISDELL ENGINEER : o OE OE OVERHEAD ELECTRICAL LINE KB o G G UNDERGROUND GAS LINE uE uE UNDERGROUND KBLAISDELL@TRCCOMPANIES . COM APPROVED BY : --- � ( APPROX LOCATION ) ELECTRIC LINE ( 970 ) 484 - 1856 PROJECT PHASE : -� - . � � � ;� UTILITY POLE � X X EXISTING FENCE �Q� UTILITY POLE � EXISTING RAILROAD SCALE : � AS SHOWN M EXISTING TREELINE ,, : � a e . e: ,� < N � � � �: . �a. � ° ` EQUIPMENT PAD SHEET NO . : � . , a � EXISTING WATER BODY ' L •�• ♦ i � � •y: . i �� i iY-�w � � � ! � �� EXisTiNG wET �aN � a TRAFFIC FLOW ARROW � — U GENERAL NOTES SITE DEMOLITION/REMOVAL NOTES COUNTY DEVELOPMENT CONTINUED 1 . THE PURPOSE OF THIS PLAN IS TO DEPICT THE INSTALLATION OF A SOLAR GENERATION FACILITY. 1 . UTILITIES REQUIRING INTERRUPTION , CAPPING OR REMOVAL - EXISTING SEWER, WATER AND ELECTRIC 11 . WELD COUNTY WILL NOT REPLACE OVERLAPPING EASEMENTS LOCATED WITHIN EXISTING 2 . EXISTING TOPOGRAPHIC DATA TAKEN FROM ALTA/NSPS LAND TITLE SURVEY BY ROADRUNNER SURVEY UTILITY LINES, AS WELL AS STRUCTURES WITHIN THE CONTRACT AREA SHALL REMAIN AND BE RIGHT-OF-WAY OR PAYTO RELOCATE EXISTING UTILITIES WITHIN THE EXISTING COUNTY & MAPPING, INC . GEOGRAPHIC SYSTEM USED : NORTH AMERICAN DATUM OF 1983 ( NAD83 ), NORTH PROTECTED FROM DAMAGE FROM CONSTRUCTION ACTIVITY, UNLESS REMOVAL OF SAME IS RIGHT-OF-WAY. ( DEPARTMENT OF PUBLIC WORKS) AMERICAN VERTICAL DATUM OF 1988 ( NAVD88), COLORADO NORTH ZONE STATE PLANE SPECIFICALLY NOTED . CLOUDBREAK COORDINATES . 12 . THE HISTORICAL FLOW PATTERNS AND RUNOFF AMOUNTS ON THE SITE WILL BE MAINTAINED . 2 . ADDITIONAL UTILITIES MAY EXIST WITHIN THE PROJECT AREA. THE CONTRACTOR SHALL USE CAUTION ( DEPARTMENT OF PUBLIC WORKS) WWW . CLOUDBREAKENERGY. COM 3 . PROPERTY BEARING & DISTANCES RECORDED IN SURVEY BY ROADRUNNER SURVEY & MAPPING , INC . , WHILE WORKING NEAR THESE UTILITIES TO AVOID DAMAGE TO THEM DURING CONSTRUCTION . ANY JULY 19, 2021 - JULY 25, 2021 . DAMAGE TO THESE UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR EXPENSE AND TO THE SATISFACTION OF THE UTILITY OWNER . 13 . WELD COUNTY IS NOT RESPONSIBLE FOR THE MAINTENANCE OF ON -SITE DRAINAGE RELATED 4 . PANELS SHOWN IN PLANS ARE PRELIMINARY AND ARE SHOWN ONLY FOR SITE LAYOUT PURPOSES FEATURES. ( DEPARTMENT OF PUBLIC WORKS) INCLUDING , BUT NOT LIMITED TO, ROW ORIENTATION , ROW SAPCING AND DISTANCES TO OTHER SITE 3 . CONTRACTOR SHALL NOTIFY THE OWNER 'S FIELD REPRESENTATIVE FOR RESOLUTION OF ANY FEATURERS . CONTRACTOR SHALL COORDINATE AND/OR VERIFY THE NUMBER AND TYPE OF PANELS ABANDONED PIPES AND/OR UTILITIES WHICH ARE NOT NOTED ON THE SURVEY BUT ARE 14 . BUILDING PERMITS SHALL BE REQUIRED FOR ANY NEW CONSTRUCTION OR SETUP OF A WITHTHE ELECTRICAL DESIGNER OF THE SITE FOR THE REQUIRED POWER GENERATION . ENCOUNTERED DURING EXCAVATION . MANUFACTURED STRUCTURE ( BUILDINGS AND/OR STRUCTURES) PER SECTION 29- 3- 10 OF THE WELD COUNTY CODE . A BUILDING PERMIT APPLICATION MUST BE COMPLETED AND SUBMITTED . BUILDINGS TRC Companies , Inc. CONSTRUCTION NOTES : AND STRUCTURES SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 29 OF THE WELD COUNTY � �� 700 Highlander Blvd . 4 . CONTRACTOR SHALL REPLACE ANY EXISTING CURBS OR PAVEMENTS THAT WERE INTENDED TO REMAIN CODE, AND THE ADOPTED CODES AT THE TIME OF PERMIT APPLICATION . CURRENTLY, THE FOLLOWING �/ Ste . 210 1 . CONTRACTOR SHALL CALL COLORADO 811 AT 1-800-922- 1987 AT LEAST 72 HOURS (SATURDAYS, BUT ARE DAMAGED OR DISTURBED DURING CONSTRUCTION . IF REPLACEMENT IS NECESSARY, IT SHALL HAVE BEEN ADOPTED BY WELD COUNTY : 2018 INTERNATIONAL BUILDING CODES • 2018 INTERNATIONAL Arlington , TX 76015 SUNDAYS, AND HOLIDAYS EXCLUDED ) PRIOR TO EXCAVATING AT ANY LOCATION . BE DONE ATTHE CONTRACTOR 'S EXPENSE . ENERGY CODE; 2020 NATIONAL ELECTRICAL CODE . ( DEPARTMENT OF BUILDING INSPECTION ) Tel : 817-522- 1000 www.trccompanies .com 2 . A COPY OF THE COLORADO 811 PROJECT REFERENCE NUMBER (S) SHALL BE GIVEN TO THE OWNER 'S 5 . THE CONTRACTOR SHALL REMOVE, EXCAVATE , AND DISPOSE OF ALL MATERIALS ACCORDING TO THE 15 . THE PROPERTY OWNER OR OPERATOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE DESIGN AND STAMP : REPRESENTATIVE PRIOR TO EXCAVATION . LOCATIONS OF EXISTING PIPES, CONDUITS, UTILITIES AND PROJECT SPECIFICATIONS. OPERATION STANDARDS OF CHAPTER 23 OF THE WELD COUNTY CODE . ( DEPARTMENT OF PLANNING OTHER UNDERGROUND OBJECTS ARE NOT WARRANTED TO BE CORRECT AND THE CONTRACTOR SHALL SERVICES) HAVE NO CLAIM ON THAT ACCOUNT SHOULD THEY BE OTHER THAN SHOWN . 6 . THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FROM THE APPROPRIATE AGENCIES PRIOR TO COMMENCING WORK. 16 . NECESSARY PERSONNEL FROM THE WELD COUNTY DEPARTMENTS OF PLANNING SERVICES, PUBLIC INTERIM REVIEW 3 . UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS WORKS, AND PUBLIC HEALTH AND ENVIRONMENT SHALL BE GRANTED ACCESS ONTO THE PROPERTYAT D0CUMENTS AND APPLY FOR AND OBTAIN NECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH THE SANITARY ANY REASONABLE TIME IN ORDER TO ENSURE THE ACTIVITIES CARRIED OUT ON THE PROPERTY COMPLY WORK INDICATED ON THE DRAWINGS, IN THE SPECIFICATIONS, AND IN THE CONTRACT DOCUMENTS . WITH THE CONDITIONS OF APPROVAL AND DEVELOPMENT STANDARDS STATED HEREIN AND ALL NOT INTENDED FOR CONTRACTOR SHALL NOT CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS, AND FIRE HYDRANTS, OR 1 . THE PROJECT WILL NOT INCREASE THE SEWAGE DISPOSAL NEEDS FOR THE SITE AND THEREFORE, DOES APPLICABLE WELD COUNTY REGULATIONS . CONSTRUCTION , BIDDING> EXCAVATE WITHOUT APPROPRIATE PERMITS. OR PERMITTING PURPOSES NOT REQUIRE SANITARY SEWER EXTENSIONS, SEWER SERVICE CONNECTIONS OR ONSITE SEWAGE DISPOSAL SYSTEMS ( OSDS) . 17 . THE USE BY SPECIAL REVIEW AREA SHALL BE LIMITED TO THE PLANS SHOWN HEREON AND GOVERNED KELSEY BLAISDELL , P . E . 4 . CONTRACTOR IS RESPONSIBLE FOR OBTAINING STREET OCCUPANCY; STREET OPENINGS; AND TRENCH BY THE FOREGOING STANDARDS AND ALL APPLICABLE WELD COUNTY REGULATIONS. SUBSTANTIAL CO LIC . # 49698 PERMITS FROM THE DPW ENGINEERING DIVISION BEFORE CONSTRUCTION . WATER SUPPLY 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 5 / 16 / 2022 5 . CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY : CONSTRUCTION ACTIVITIES 1 . THE PROJECT DOES NOT REQUIRE DOMESTIC WATER SUPPLY. COMMISSIONERS BEFORE SUCH CHANGES FROM THE PLANS OR DEVELOPMENT STANDARDS ARE SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. PERMITTED . ANY OTHER CHANGES SHALL BE FILED IN THE OFFICE OF THE DEPARTMENT OF PLANNING WETLAND NOTES SERVICES . 6 . CONTRACTOR SHALL ENSURE THE MAINTENANCE OF SAFETY AND TRAFFIC FLOW ON THE PUBLIC AND PRIVATE WAYS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT. THE CONSTRUCTION SITE MUST BE 18 . THE PROPERTY OWNER OR OPERATOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL OF THE ACCESSIBLE TO EMERGENCY VEHICLES AT ALL TIMES . 1 . WETLANDS AND STREAMS WERE DELINEATED BY TRC IN DECEMBER 30, 2021 . NO JURISDICTIONAL FOREGOING DEVELOPMENT STANDARDS . NONCOMPLIANCE WITH ANY OF THE FOREGOING WETLAND OR STREAMS ARE LOCATED ON THE MAIN SOLAR ARRAY AREA . DEVELOPMENT STANDARDS MAY BE REASON FOR REVOCATION OF THE PERMIT BY THE BOARD OF � 7 . CONTRACTOR SHALL CAREFULLY COORDINATE ALL WORK WITH THAT OF HIS/HER SUBCONTRACTOR, COUNTY COMMISSIONERS . W THE OWNER ' S REPRESENTATIVE, OTHER CONTRACTORS WORKING WITHIN THE PROJECT LIMITS. WORK FLOODPLAIN NOTES - WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO THE WELD COUNTY DPW, TOWN OF MILLIKEN 19 . CHAPTER 23, ARTICLE II , SECTION 23-2- 290 .A . STATES : "CONSTRUCTION OR USE PURSUANT TO DPW, AND TOWN OF JOHNSTOWN DPW . 1 . ACCORDING TO THE FEMA MAPPING FIRM PANEL NUMBERS 08123C1684E, THERE IS A MAPPED APPROVAL OF A USE BY SPECIAL REVIEW PERMIT SHALL BE COMMENCED WITHIN THREE ( 3 ) YEARS � � � M 100-YEAR/500-YEAR FLOODPLAIN IS LOCATED WITH THE PROJECT AREA. A FLOOD HAZARD FROM THE DATE OF APPROVAL, UNLESS OTHERWISE SPECIFIED BY THE BOARD OF COUNTY U W � � 8 . THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING THE LIMITS OF WORK IN THE FIELD BASED DEVELOPMENT PERMIT IS REQUIRED FOR ALL CONSTRUCTION OR DEVELOPMENT OCCURRING IN THE COMMISSIONERS WHEN ISSUING THE ORIGINAL PERMIT, OR THE PERMIT SHALL BE VACATED . THE � W � � � ON THE SITE PLAN AND ANY EXISTING CONDITIONS SURVEY INFORMATION THAT MAY BE PROVIDED BY FLOODPLAIN OR FLOODWAY AS DELINEATED . ANY DEVELOPMENT SHALL COMPLY WITH ALL APPLICABLE DIRECTOR OF PLANNING SERVICES MAY GRANT AN EXTENSION OF TIME, FOR GOOD CAUSE SHOWN , � THE OWNER . WELD COUNTY REQUIREMENTS, COLORADO WATER CONSERVATION BOARD REQUIREMENTS AS UPON A WRITTEN REQUEST BY THE LANDOWNER ." Cn O � 0 O DESCRIBED IN RULES AND REGULATIONS FOR REGULATORY FLOODPLAINS IN COLORADO , AND FEMA � � � U REGULATIONS AND REQUIREMENTS AS DESCRIBED IN 44 CFR PARTS 59, 60, AND 65 . THE FEMA 20 . CHAPTER 23, ARTICLE II , SECTION 23-2-290 . B . STATES : "A USE BY SPECIAL REVIEW SHALL TERMINATE � � � � 9 . THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING THE LINE AND GRADE OF ALL DEFINITION OF DEVELOPMENT IS ANY MAN - MADE CHANGE TO IMPROVED OR UNIMPROVED REAL EARTHWORK INCLUDING SITE GRADING AND ACCESS ROADS . ALL SURVEY WORK SHALL BE PERFORMED WHEN THE USE IS DISCONTINUED FOR A PERIOD OF THREE ( 3 ) CONSECUTIVE YEARS, THE USE OF THE � � U Z z ESTATE, INCLUDING BUT NOT LIMITED TO BUILDINGS OR OTHER STRUCTURES, MINING , DREDGING , LAND CHANGES OR THE TIME PERIOD ESTABLISHED BY THE BOARD OF COUNTY COMMISSIONERS � UNDER THE SUPERVISION OF A COLORADO- LICENSED PROFESSIONAL LAND SURVEYOR . FILLING , GRADING , PAVING , EXCAVATION , DRILLING OPERATIONS, OR STORAGE OF EQUIPMENT AND THROUGH THE APPROVAL PROCESS EXPIRES . THE LANDOWNER MAY NOTIFY THE DEPARTMENT OF � � W � � MATERIALS . PLANNING SERVICES OF A TERMINATION OF THE USE, OR PLANNING SERVICES STAFF MAY OBSERVE � � U U 10 . CONTRACTOR WILL PROVIDE A SMOOTH , FLUSH TRANSITION BETWEEN NEW AND EXISTING THAT THE USE HAS BEEN TERMINATED . WHEN EITHER THE DEPARTMENT OF PLANNING SERVICES IS �/ � (� � � PAV EM E NTS . I�L 2 . FLOOD DATA ACQUIRED FROM FEDERAL EMERGENCY MANAGEMENT AGENCY ( FEMA) NATIONAL FLOOD NOTIFIED BY THE LANDOWNER, OR WHEN THE DEPARTMENT OF PLANNING SERVICES OBSERVES THAT , ^ � cy w HAZARD LAYER ( NFHL), VERSION 1 . 1 . 1 . 0, PUBLISHED 2019-04- 19 . EFFECTIVE PANELS WERE RELEASED IN THE USE MAY HAVE BEEN TERMINATED, THE PLANNER SHALL SEND CERTIFIED WRITTEN NOTICE TO THE � � 11 . TRAFFIC SIGNAGE SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES 2016 . LANDOWNER ASKING THAT THE LANDOWNER REQUEST TO VACATE THE USE BY SPECIAL REVIEW v m � ( MUTCD ) . ALL PAVEMENT MARKINGS CHANGED, ALTERED OR REMOVED SHALL BE RE-APPLIED . PERMIT. " � 3 . FEMA' S FLOODPLAIN BOUNDARIES MAY BE UPDATED AT ANY TIME BY FEMA. PRIOR TO THE START OF W 12 . IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ANY DEVELOPMENT ACTIVITIES, THE OWNER SHOULD CONTACT WELD COUNTY TO DETERMINE IF THE 21 . CHAPTER 23, ARTICLE II , SECTION 23-2- 290 . D STATES : " IN SUCH CASES WHERE THE USE BY SPECIAL (� ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, FLOODPLAIN BOUNDARIES HAVE BEEN MODIFIED . ( DEPARTMENT OF PLANNING SERVICES - FLOODPLAIN ) REVIEW HAS TERMINATED BUT THE LANDOWNER DOES NOT AGREE TO REQUEST TO VACATE THE USE � OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT BY SPECIAL REVIEW PERMIT, A HEARING SHALL BE SCHEDULED WITH THE BOARD OF COUNTY MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER 'S LIGHTING NOTES COMMISSIONERS TO PROVIDE THE LANDOWNER AN OPPORTUNITY TO REQUESTTHAT THE USE BY REPRESENTATIVE IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN SPECIAL REVIEW PERMIT NOT BE VACATED, FOR GOOD CAUSE SHOWN . THE LANDOWNER SHALL BE BE TAKEN . NOTIFIED AT LEAST TEN ( 10) DAYS PRIOR TO THE HEARING . IF THE BOARD OF COUNTY COMMISSIONERS 1 . NO LIGHTING SHALL BE PERMITTED WHICH WOULD GLARE ONTO ANY STREET, INTO ANY ADJACENT DETERMINES THAT THE USE BY SPECIAL REVIEW HAS TERMINATED AND NO GOOD CAUSE HAS BEEN PR0JECT NUMBER : 13 . AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY CONTRACTOR ' S OPERATIONS, TO PROPERTY, OR BE DEEMED AS LIGHTING TRESPASS, E . G ., THE SHINING OF LIGHT PRODUCED BY A FIXTURE SHOWN FOR CONTINUING THE PERMIT, THEN THE TERMINATION BECOMES FINAL AND THE USE BY 434718 INCLUDE DELIVERIES AND CONSTRUCTION LOAD DAMAGE, SHALL BE RESTORED BY CONTRACTOR TO BEYOND THE BOUNDARIES OF THE PROPERTY ON WHICH SUCH FIXTURE IS LOCATED . SPECIAL REVIEW PERMIT IS VACATED . " THEIR ORIGINAL CONDITION AT CONTRACTOR ' s ExPENSE . SHEET TITLE : 2 . NO FLASHING LIGHTS OR STROBE LIGHTS ARE PERMITTED, EITHER AFFIXED, NON -AFFIXED, OR INTERNAL 14 . AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH CRUSHED STONE SHALL RECEIVE WHICH WOULD BE SEEN FROM ANY ADJACENT PROPERTY, ROAD OR AERIAL LOCATION , EXCEPT IN LOAM AND SEED AS NEEDED . SITUATIONS INVOLVING PUBLIC HEALTH OR SAFETY. 15 . CONTRACTOR SHALL NOT PERFORM ANY WORK ON PROPERTIES ADJACENTTO THE SITE AND SHALL USE COUNTY DEVELOPMENT STANDARDS G E N E RAL N OTES BEST EFFORTS TO MINIMIZE DISRUPTION TO THOSE ADJACENT PROPERTIES ( INCLUDING SEDIMENT CONTROL, DUST CONTROL, TRAFFIC CONTROL, TRASH CONTROL, AND NOISE CONTROL) . CONTRACTOR 1 . A SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW, USR21-0007, FOR A MEDIUM SCALE SHALL BE RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF ADJACENT PROPERTIES SOLAR FACILITY OUTSIDE OF SUBDIVISIONS AND HISTORIC TOWN SITES IN THE A (AGRICULTURAL) ZONE SHEET SIZE : ARE AFFECTED . DISTRICT SUBJECT TO THE DEVELOPMENT STANDARDS STATED HEREON . ( DEPARTMENT OF PLANNING ARCH �� D �� SERVICES) . 24 " X 36 " ( 610 x 914 ) 16 . CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE O Y2" 1 " IMPACTS TO DRAINAGE SYSTEM : OFF SITE AREAS; AND SHALL BE RESPONSIBLE TO REPAIR RESULTING 2 . APPROVAL OF THIS PLAN MAY CREATE A VESTED PROPERTY RIGHT PURSUANT TO SECTION 23-8- 10 OF DAMAGES, IF ANY, AT NO COST TO OWNER AND WELD COUNTY. THE PROPOSED WORK SHALL NOT THE WELD COUNTY CODE . ( DEPARTMENT OF PLANNING SERVICES) ALTER EXISTING DRAINAGE PATTERNS. SEE STORMWATER POLLUTION PREVENTION PLAN ( SWPPP ) . ISSUED FOR PERMITTING 3 . THE FACILITY IS UNMANNED AND WILL OPERATE 24 HOURS PER DAY, YEAR ROUND, ACCORDING TO 17 . FOUNDATIONS AND OTHER UNDERGROUND OBJECTS ARE NOT WARRANTED TO BE CORRECT. THE APPLICATION MATERIALS . ( DEPARTMENT OF PLANNING SERVICES) NOT FOR CONSTRUCTION CONTRACTOR SHALL HAVE NO CLAIM ON THAT ACCOUNT SHOULD THEY BE OTHER THAN SHOWN ON THESE PLANS. 4 . THE SITE SHALL BE MAINTAINED IN ACCORDANCE WITH THE ACCEPTED PROPERTY MAINTENANCE PLAN AND ACCEPTED DECOMMISSIONING AND RECLAMATION PLAN . ( DEPARTMENT OF PLANNING SERVICES) 18 . TEST PITS TO LOCATE EXISTING UTILITIES MAY BE ORDERED BY OWNER ' S REPRESENTATIVE . NO . REVISION DATE INIT 5 . NO OUTDOOR STORAGE OF ANY MATERIALS AND EQUIPMENT INCLUDING , BUT NOT LIMITED TO, 1 CLIENT & TOWN COMMENTS 5/ 16/22 19 . STONE WALLS, FENCES, MAIL BOXES, SIGNS, CURBS, LIGHT POLES, ETC . SHALL BE REMOVED AND SOLAR PANELS AND SUPPORT STRUCTURES NOT IN OPERATION WILL BE ALLOWED . ( DEPARTMENT OF REPLACED AS NECESSARY TO PERFORM THE WORK . UNLESS OTHERWISE INDICATED, ALL SUCH WORK PLANNING SERVICES) SHALL BE INCIDENTAL TO CONSTRUCTION OF THE PROJECT. 6 . NO EQUIPMENT ASSOCIATED WITH THE SOLAR FACILITY SHALL BE LOCATED WITHIN THIRTY ( 30) FEET 20 . ALL PAVEMENT DISTURBED BY CONTRACTOR ' S OPERATIONS SHALL BE REPLACED TO MATCH EXISTING . OF THE BOUNDARY OF ADJACENT PROPERTIES, IRRIGATION DITCHES AND/OR RIGHTS-OF-WAY. ( DEPARTMENT OF PLANNING SERVICES) 21 . CONTRACTOR SHALL COMPLETE ALL STAKEOUT, SURVEYS, ETC. REQUIRED FOR CONSTRUCTION OF THE PROJECT AS SHOWN AND AS SPECIFIED . 7 . DURING CONSTRUCTION , ALL LIQUID AND SOLID WASTES (AS DEFINED IN THE SOLID WASTES DISPOSAL SITES AND FACILITIES ACT, 30- 20- 100 . 5, C . R . S. ) SHALL BE STORED AND REMOVED FOR FINAL DISPOSAL 22 . INLET PROTECTION SHALL BE PROVIDED ON ALL CATCH BASINS FOR THE DURATION OF THE PROJECT. IN A MANNER THAT PROTECTS AGAINST SURFACE AND GROUNDWATER CONTAMINATION . ( DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT) � 23 . ANY CHANGES TO THE PLAN SHALL BE SUBMITTED BY CONTRACTOR FOR REVIEW AND APPROVAL BY � THE OWNER ' S REPRESENTATIVE . 8 . DURING CONSTRUCTION , NO PERMANENT DISPOSAL OF WASTES SHALL BE PERMITTED AT THIS SITE . m THIS IS NOT MEANT TO INCLUDE THOSE WASTES SPECIFICALLY EXCLUDED FROM THE DEFINITION OF A � 24 . CONTRACTOR SHALL PERFORM CONTINUOUS MONITORING AND MAINTENANCE OF EROSION AND SOLID WASTE IN THE SOLID WASTES DISPOSAL SITES AND FACILITIES ACT, 30- 20- 100 . 5, C . R . S. � SEDIMENTATION CONTROLS THROUGHOUT THE CONSTRUCTION PERIOD AND IN ACCORDANCE WITH ( DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT) DATE : 1/ 14/22 `" THE PERMITS . N 9 . DURING CONSTRUCTION , WASTE MATERIALS SHALL BE HANDLED, STORED, AND DISPOSED IN A DRAWN BY : TRC � DRAINAGE AND STORMWATER RECEIVER NOTE MANNER THAT CONTROLS FUGITIVE DUST, FUGITIVE PARTICULATE EMISSIONS, BLOWING DEBRIS, AND ENGINEER : KB -��. 1 . THE STORMWATER RECEIVER( S) OF THIS DEVELOPMENT IS WELD COUNTY FOR THE SUBJECT PROPERTY. OTHER POTENTIAL NUISANCE CONDITIONS. THE FACILITY SHALL OPERATE IN ACCORDANCE WITH APPR0VED BY : --- N CHAPTER 14, ARTICLE 1 OF THE WELD COUNTY CODE . ( DEPARTMENT OF PUBLIC HEALTH AND z NATURAL FEATURES NOTE ENVIRONMENT) PR0JECT PHASE : � USR PLANS N 10 . DURING CONSTRUCTION , ADEQUATE TOILET FACILITIES AND HANDWASHING UNITS SHALL BE SCALE � 0 1 . AS INDICATED ON THE U . S . FISH & WILDLIFE SERVICE WETLANDS MAPPER LAST UPDATED 2021, THERE pROVIDED . PORTABLE TOILETS SHALL BE SERVICED BY A CLEANER LICENSED IN WELD COUNTY, � � ARE STREAMS AND WETLANDS LOCATED WITHIN THE SUBJECT PROPERTY OF THIS DEVELOPMENT. NONE ��-, CONTAIN HAND SANITIZERS, BE SCREENED FROM PUBLIC VIEW AND REMOVED WHEN CONSTRUCTION M � IS COMPLETED . ( DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT) SHEET N0 . : � N � � � � � - � Q U PRO� EC� PROPERTY WFORNIATION PARCEL # PARCELID Deed / Reception OWNERNAME OWNERADbRESS ARTHIJR fV1 9216 COIJNTY ROAD 48 1/ 2 CLOUDBREAK LotA 105903300002 2502334 GRIFFITH5 JC} HI� ST�DWN , CO80534- 9500 ARTHUR M 9216 C� UNTY ROAb 48 1/ 2 WWW . CLOUDBREAKENERGY. COM LotB 1059033Q0041 2502334 GRIFFITH5 JOHNSTOWN , CQ $0534- 950� I � I � I LISZ OF aDJACEI�T PROPERTY OWNERS PARCEL �# PARCELID beed/ Reception OWNER NAME OwnerAddress TRC Companies , Inc. � COULSON EXCAVATING , INC - - - - - - �� S00 � gOhlander Blvd . 1 1Q59Ck3�0000� 1 4414861 O AVATING 3609 N COUNTY RDAD 13 I RECEPTION NO . 4414861, OPRWCC / Arlington , TX 76015 COMPANY INC LOVELAND, CO80537- $714 � Tel : 817-522- 1000 C/O STEVE SPAUR � www.trccompanies .com I 2 10590440(}008 4487(}84 SPAUR LLC 3801 COUNTY ROAd 46 � � STAMP : BERTH � UD, �O $0513- 9124 C/O STEVE SPAUR 3 1059044000�09 40870$4 SPAUR LLC 38Q1COUNTY ROAd45 � i INTERIM REVIEW BERTHQUD, COSD513- 9124 D0CUMENTS � EX OVERHEAD ELECTRIC LINE I ARTHUR M GRIFFITHS, LOTA N0T INTENDED F0R 4 1Q59C}9100032 39544Q5 �OLORAdO S 'ti11IEET 87145TATE HIGHWAY 60 OF RECORDED EXEMPTION � C0NSTRUCTI0N , BIDDING> GOLD LLC JOHN5TOWN , CQ 80534- 9122 1059-03 -3 - RE1772 , I 0R PERMITTING PURP0SES � - RECEPTION NO . 2502334 � � E -a _ � KELSEY BLAISDELL , P . E . _ � - _ � - - nF ° r� E C0 LIC . 49698 BINbEF� FAMILY 3783C�? UNTYROA � 461/2 - - - - - - - � - ' •- - - _ - , - � � t� F - - _�. =0 -J- - --0E „ � # 5 10591000(}018 2920323 � : , - - -� � � COUNTY ROAD 48 1/2 �= � - - - ��— - �- - FAFtM5 LLC MILLIKEN , CO S0543- 9403 - -- -� I - - - - - EX CONC SUPPORT I � EX TREELINE � i j •� �— _ _ _ ' � - _ - - _ ' 5 / 16 / 2022 FOR EX POWER POLE EX GRAVEL DRIVEWAY I I � — � 6 1 f}5 9 0 3 0 0(�0 Q 5 _ _ TOWN OF PO BOX 609 1Q1 W CHARLOTTE ST � EX MOBILE HOME \ I JOHNSTOWfJ JOHNSTOWN , CO 80534- 7$04 w E X S I L O 1 � I � EX TREELINE I EX DITCH � EX CONC PAD ( 4 ) �, � ` EX ABOVE GROUND � GAS PIPELINE � � � � BOULDER SCI E �JTIFIC PO BOX 54$ q EX 24 " STEEL CULVERT ' ' � I I EX GARAGE 7 10590300(}028 4501397 , II VALVE ASSEMBLY r I JANICE K KNAUB LANb LLC Pv'IEAD, CO 80542-0548 ~ ° ' ;� I I , RECEPTION NO . 3862455 , OPRWCC 50 PIPELINE EASEMENT � � � �� EX 2 -STY FRAME HOUSE /� PANHANDLE EASTERN � � BOULDER SCI ENTIFIC P � BOX 548 EX CONC IRRIGATION I EX 1-STY OUT BLDG ; � EX GARAGE , 1 DITCH EASEMENT PIPELINE COMPANY I � 8 1D59f}3400(�5 45�1397 � � D LLC MEAd CO 80542-0548 STRUCTURE 50 ' PIPELINE EASEMENT j � I ( NO SPECIFIED WIDTH ) RECEPTION NO 2036248 10 � 2 EX DITCH ,; � EX FIELD ROAD � � � , ❑ RECEPTION NO 3649273 ,I ; RECEPTION NO 1212561 � U W � M EX CONC PAD — � , EX CONC SUPPORT � W � �0 O DAVI D & KATHRYN 9836 COUNTY ROAd 48 1/2 I �! — — — — — _ =�; — —' "� ——_ — — ___ _ F, — — — — — — — —� � 9 105903000024 3331958 FOR EX POWER POLE J� � e ----__-—z- __ �J� EX 24 " STEEL ♦ CL BIG THOMPSON DITCH (AKA � � � � TERRELL MILLIKEN , CQ $0543- 9424 — — — — — — — J�'< — — i � _ _ _ _� _ _ = J�, I CULVERT (n � 0 � � Q� THOMPSON & PLATTE RIVER DITCH pC U ,�� , EX CONC IRRIGATION �� 1 ) � O � ^ 9510 COUNTY RQ 48 1/ 2 EX FIELD ROAD I EX 24 " STEEL CULVERT \�p�' � STRUCTURE \�O � I ��, 9 � � � } Q � 10 10590300(}035 3862455 JA �JICEJ KIUAUB EX OVERHEAD ELECTRIC LINE II JQ ; �J � ,`J -- � � Z � MI LLI KEN CO 80543 9424 � � � U z � EX DRAINAGE DITCH O�'� ; EX 24 " STEEL CUIVE IT �� J�' EX DITCH � � W � � � 5 � � I � o �.`' � ��C' I `'� l .o. ` � � U � 11 1D59f}3200(l4Q 3925755 � RTHUR M 9216 COUIUTY ROAd 48 1/2 �Q.� , � � ��,P \�O I � � � � U GRIFFITHS JOHNSTOWN , CO80534- 9500 O� , ,�O JQ � (� � Q .� EX FIELD ROAD � 50 ' PIPELINE I I <o �' � � N J � I I EX IRRIGATION CANAL � �� EX DITCH i EASEMENT ,,�� w SPAUR, LLC �' � PANHANDLE I ��,`'� I O m � , � A � RECEPTION NO . 4087084, OPRWCC ; EASTERN PIPELINE �Q- � EX CONC SUPPORT ,' COMPANY I I O I I 50 ' PIPELINE EASEMENT I W FOR EX POWER POLE � ; RECEPTION NO � � (� O ffi 2036248 I ^n�'�' I RECEPTION NO 3649273 � , , ti , ' ' ' II ' EX CONC IRRIGATION ' ' I EX FIELD ROAD STRUCTURE ,, / I\ - _ - � � � � I I I I EX FENCE PROJECT NUMBER : - C _ _ _ _ _ _ _ _ _ _ _ X X X ; , - - - - - � :,� � � � _ , X _ X X X X � 434718 . , � _ _ _ � � - - - .� i , � � . . . . . . . . . . . . . . . . �� - - - - SHEET TITLE : : i�,^ I II _ w \ � i / o �I ', � � ' � ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' - - - - �- - - ' EXOIL & GASPRODUCTION & �� , � , . . . . . . . . . . . . . . . . . . . . . .� : : � � METER FACILITY PROPERTY & DISTANCE , 3 EX CONC IRRIGATION I - II � I 150 ' OIL & GAS WELL � O 1 I � ❑ � � . . . . . . . . . . . . . . . . . . . . . . � , , , �. . � INF RMATI N STRUCTURE I I X l � � � , HEAD EASEMENT O O ' . .I X I EX OIL & GAS WELL HEAD BOULDER SCIENTIFIC LAND, LLC � : : : : : : : : : : : : : : : � � � � � � � ' RECEPTION NO . 4501397, OPRWCC u ; i SHEET SIZE : �� , , , , , , , , , , , , , , , � A R C H ,, p ,, O �� II I E X D I T C H i 24 " X 36 " ( 610 x 914 ) Ji . . . . . . . . . . . . . . . � � . . . : . � . . . . . . . . . . . . . . . . . 7 i � . . . . . . . . . . . . . . . . .I I / .. . . . . . . . . . . . . . � . . . . . . . . . . . �S . . . ! p o y2» i » v � EX FIELD ROAD � I 1 1 I I 1 1 I I I I I 1 I 1 � Fl v e n X I. .I s..,.. � I 1 I : . . . . . . . . . . . . . . . . .! � ! spA � R, � �� : : , : : � ��, . . �; _ _ _ _ � _ _ _ ISSUED FOR PERMITTING : : : : : : : : : : . 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I . . . . . . . .l I I � � ' � EX CONCRETE IRRIGATION � � � � � � � � � � � � � � EX FENCE i i i � � � � � � � � � � � � i i i i � � i � � ,l EX DRAINAGE DITCH Q � E x II STRUCTURE � EX CONC SUPPORT � � ' TOWN OF JOHNSTOWN TOWN OF JOHNSTOWN . � � FOR EX POWER POLE _ _ _ , � ' . � ; � RETE TION NO DOCUMENTS FOUND � NO DOCUMENTS FOUND � � _. . ,. _. m EX RAILROAD UE � � Ili POND 1152' TO NEAREST OCCUPIED STRUCTURE � I � � � � _ -- �. ��, 200 100 0 200 400 in - — �—_: — -'-- — — — — ! _� .,,. ... ------ � I : - - ' _. -------- � - - — - - — - - I � _ 30 � _ - - - - - — — - - - - — — _ _ — M SEWER LINE EASEMENT SCALE : 1 " = 200 ' o � � N RECEPTION NO 2842084 - - - - - - - - - - - - - - o � � � � ; � STATE HIGHWAY 60 � - - - - - - _ _ - - , �� O S-��UC�V - - o, ' , � �'' � _ _ DATE : 1/ 14/22 � � �P��5-� OCCvp\� o i DRAWN BY : L .� � �1 /1 � � EXOVERHEAD ELECTRIC LINE TRC � �g6�� .F i I } 5 i ENGINEER : KB � � � � � � . --- N i Z i APPROVED BY . � i o PROJECT PHASE : a ' USR PLANS 0 o � SCALE : � i 1 " =200 ' � , M � I BINDER FAMILY FARMS, LLC � SHEET NO . : = � RECEPTION NO 2920323 , OPRWCC -� � I Y I � � I I - U i i CLOUDBREAK I I COULSON EXCAVATING , INC WWW . CLOUDBREAKENERGY. COM RECEPTION NO . 4414861, OPRWCC EX OVERHEAD ELECTRIC LINE ARTHUR M GRIFFITHS, LOTA � OF RECORDED EXEMPTION J 1059-03 -3 - RE1772 , I � � � \ � RECEPTION NO . 2502334 - - OE - pE I � e . �� --- — — - — ,�-- - ' -- _— — — _ - - - - - �A_ TRC Companies , Inc. - - ;�-- - - - - ��,-- - -- -- ' — ---� �— -- — _� �, _ . _ � �% — �-- — - - — - OE _ -- _ - - OE - _ � 700 Hi hlander Blvd . � , � OE � OE � OE —�— nF � F � 9 - - ` — — — - / T� C Ste . 210 �_� _ _ - - -, , � - �_��_ - - r — - - .i, — - - — COUNTY ROAD 48 1/2 — _ _ _ _ — — — — � " ' , � — 1" ' _ _ � � � - � � . ; �� .� � � ' - - — Arlington , TX 76015 �, _ �-- �-.�.r�� q - - - - - - - - - " � Tel : 817-522- 1000 _'.�. � � _'_ R._..._ I 'I� � ' EX CONC www.trccompanies .com � 1 � ' EXTptELINE ' WALK I I I EX MOBILE HOME � `� EX CONC SUPPORT ' ' I \ / STAMP . FOR EX POWER POLE , � I _ _ _ _ _ _ � \ I , , � - - - - - EX FENCE \ � - - - - I � � �' � � � � � � I EXGl�AVELDRIVEWAY EXABOVEGROUND \ / INTERIM REVIEW I � J I \ I GAS PIPELINE � / � � D0CUMENTS � �� ♦ , � ' � � I � � ' � - - - - - ' I � � VALVEASSEMBLY � , ��'', � I I '�� EX SILO �� '� EX TREELINE � N0T INTENDED F0R � � . +' � � I I \ I � � C0NSTRUCTI0N , BIDDING, � � � EX CONC PAD ( 4 ) � _ _ � EX 150 ' OIL & GAS WELL \_ � 0R PERMITTING PURP0SES w � ' I � I - - _ EX F � NCE I EASEMENT O ' 1 � I � EX 24 STEEL CULVERT ; , EX GARAGE KELSEY BLAISDELL , P . 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G IFFITHS �y PANHANDLE EASTERN I � I I , E X I S T I N G C O N D I T I O N S I A R � � i 5 0 P I P E L I N EE ASEMENT ' ` _ I I o 4 I LOT B OF RECORDED \ Plr ELINE COMPANY � ( \ I � � R E C E P T I O N N O 3 6 4 9 2 7 3 �� ' EXEMPTION 105 °-03 - 3 - RE1772 , \ � � RECEPTIG �J NO 2036248 � I '�, ' ` RECEPTION NO 2534354 OPRWCC � 1 } I ' � _ \ � � ., � % 37 . 46± Ac ` � �I � I SH EET SIZE . ,� „ � � � � . _, ( ) ARCH D , �„ �s , I I � „ „ o , � � / ; ; � � � , I i • 24 X 36 ( 610 x 914 ) EX CONC SUPPORT � � , � , � � � )� I I � ( o Y2» � » FOR EX POWER POLE ' � � ` ` / l j � - ` ` �. I � � \ � \ ` ` � I I \ � I / \ - i I ISSUED FOR PERMITTING � NOT FOR CONSTRUCTION � � � � � � � � � � � � I � � � � � � � � � � � � � � � � � � � � � � � � � I � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � MATCHLINE ( G102 ) NO . REVISION DATE INIT 1 CLIENT & TOWN COMMENTS 5/ 16/22 � � Y � } m � d � � � � M N DATE : 1/ 14/22 N O N DRAWN BY : TRC � 0 � ENGINEER : KB � o N APPR0VED BY : --- � � PR0JECT PHASE : N USR PLANS �X o SCALE : � 1 " = 100 ' U rn M M � � SHEET N0 . : � � 100 50 0 100 200 .__ � � L � � SCALE : 1 " = 100 ' Q U MATCHLINE ( C- 101 ) � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � " � � � � /� � �� SPAUR LLC � I � - J' ^ \ \ ` I � �- �__ � ' � r �\ EX FIELQ ROAD \ I � / \ � � � I II I \ � � �- _�_��E-��\ - � - - � -�I ._-1- � \ �(� I � EX FE N C E RECEPTION NO . 4087084, OPRWCC � � � � - P �r � -� � � � i � � � \I � - - - - - I - - �I '�' � � II � � _. i / / � _ -, � ` / ; , _ 1 ; 1 � \ 1 CLOUDBREAK _ _ _ w � � i � / / �`- � / � � i�--� ��" _ � r /� � � O � II � � i / � � � �, �� - - - � � �� I I � \ / � � � _ _ � � ,- - � � � X X X X � II � II � \ I EX CON � IRRIGATION \ � � � 1 � / \ � ,pf ,, J ` �� WWW . CLOUDBREAKENERGY. COM I� � I � STRUCTURE \ � � � � � / � lt� �. 50 ' PIPELINE EASEMENT � � II � / I / � � � � \ l � PANHANDLE EASTERN / � I �� I / � � � ' � / � / � � � I PIPELINE COMPANY 50 ' PIPELINE EASEMENT / `� �� N � � � � / � �� RECEPTION NO 2036248 RECEPTION NO 3649273 �_� � - I�i, � � � � / � � 1 , � � � I � o \ \ . � w � � � � I � � \1 � / � / / � / � � � � � � EXOIL & GAS � � � / � / � � PRODUCTION & METER FACILITY TRC Companies , Inc. � ` �� j� �l � � / � \ � � 700 Highlander Blvd . \ �IIIII � �� I � � / � � , � i � �� Ste . 210 EX CONC IRRIGATION \ �y� \� / °�° I � � / � � � �� EX 150 ' OIL & GAS WELL / Arlington , TX 76015 STRUCTURE � I � �I'� � I \ � / `r ARTHUR M . 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REVISION DATE INIT 1 CLIENT & TOWN COMMENTS 5/ 16/22 Map Unit Syrrtibol Map Unit Name Desc �iption Hydeological Soif Group Area in Lease Boundary (Ac. ) 47 Olney Fine San�y Loam 1 to 3 precent slopes B 26. 3 76 Vona Sandy Loam 1 tQ 3 precent slopes A 11 . 2 � � Y � } m � d � � � � M N DATE : 1/ 14/22 N O N DRAWN BY : TRC � O � ENGINEER : KB � o N APPR0VED BY : --- � � PR0JECT PHASE : N USR PLANS �X o SCALE : � 1 " = 100 ' U rn M M � � SHEET N0 . : � � 100 50 0 100 200 .__ � � L � � SCALE : 1 " = 100 ' Q U i �� /// i i �/ — — — COUNTY ROAD 481/2 — — ' � � � � � - - - 1 � �� '/ i � � � � �� - - - `- -� � i � '� - - - � P - - - �i� �, � � � � � � _ _ _ � �` . . _ — ��' i � � — — . / � � � � i � , �L �`� . . . . _ . . _ _ — — � � �� .. . . . ' � � � � _ — —_ ' _ d � , , � � _ � � � i . i _ _ � " - ' — . — . _ . — }� � � �� -- —�� /1,T�� --� --�—� h � � l � . _ . �., ,� _ _.. � � �'� �__ i�� `� � � �4L _� � � �' L � � � � � � t:' -� � � f SL c` � _ J . 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A I � � � � �, � ,, i � �_ I I CONSTRUCTION PHASE 2 I 1 CLIENT & TOWN COMMENTS 5/ 16/22 I � > � I \9 ' „ \ � � - �, � � I I I , ',� , � , I I I \ , , 1 i \ �j \ , I I � � � � � I I � I ° � � I � ` � ` ` � I I � � � � I �� I � � � �� , \ � \ � � I I ' � � � � \ _ _ , � ,, oo ,_ ( \ I � N I �' � \ � \ � I I I , , - � j � � � f I � I� / � � � � } �� , � � ► � I I _ N � I m ; ` , , � ,� � � � � � �� I o I 'i ' � � � ;, � l I � � � �� — DATE : 1 14 22 � / / I M I � ` / l . , � � I � I / � I DRAWN BY . TRC � � 'i � � � � � � � �� I • � i � ` , � � � � ' � � � I I � � ENGINEER : KB � --- � 'I �I ° I I I', � \ � APPROVED BY : � � � � � � I I 6 0 3 0 0 6 0 1 2 0 . TEMP CONSTRUCTION I - PROJECT PHASE . � II EX PROPERTY � _ � LEASE LINE - � TRAILER / I I I ° � ' P R O P F E N C E �`� � \ S C A L E : � " = s o ' USR PLANS � � � � � �. o � 10 'x40 ' STORAGE � - � / I I SCALE : 1 = 60 STABILIZED STAGING AREA / \ I � � � � I � � CONTAINER ( 2 ) / � \ M I . O _ - - \ - . ... . � I I I � " I I ! 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I / � �j � �_`��--- --6-r n� �! ,��__ � - i °' x /` ^ ; , ; R20 . 00 ' (TYP) / I I PROP 55 ' CENTER OF ROAD - — �' C � - - �� _- � r:� �-' - �L- _ �� — — — — — -- _ _ _ _ _ _ _ _ '_ _ _ ---_ _ _ F ; - i i COUNTY ROAD 48 . 5 SETBACK PROP 55 CENTER OF ROAD � �,� -+ — — EX CONC _ _ _ _ i� _ _ _ ' COUNTY ROAD 48 . 5 SETBACK WALK — I — — — — -t— — — — — — _ EX OVERHEAD ELECTRIC LINE _ CLOUDBREAK � � T � - - - � ' PROP AGGREGATE ��' `�� '� i' I � � VEHICLE TRACKING � I I I I I WWW . CLOUDBREAKENERGY. COM � I I `--� — — — I — — _ � � I I J � CONTROL I — — — — — — — — — — — � � � j — — I � � o o / f I I I 1 � I � EX TREELINE � ; � � I 50 PIPELINE EASEMENT / I I I / I I � / �'' � ', I II I I I EX ABOVE GROUND PANHANDLE EASTERN i � I / EX GRAVEL DRIVEWAY � ' � � GAS PIPELINE PIPELINE COMPANY � I I I I RECEPTION NO 2036248 � �� j I I ' . ___ VALVE ASSEMBLY � ----_____ _ � I I TRC Companies , Inc. I � � � ` ____ R80. 00 ' __ __ _ __ ___ I I � 700 Highlander Blvd . � � � � � �� I I � \ I � / �/ �� Ste . 210 Arlington , TX 76015 � � �� l I ; EX SILO � � �, I � Tel : 817-522- 1000 / www.trccom anies .com , + � � I � � � rc� ��, o � � I � 150 ' OIL & GAS WELL p I I �° .P `�° °°� I , II� I I I � � � I HEAD EASEMENT � � J � �ti EX CONC PAD ( 4 ) , I. ' ,, � ^ � , , EX FENCE STAMP : I � � � � � � I. _ I I I 4 � � � � � I ` I � EX24 STEELCULVERT � � � I I I INTERIM REVIEW PROP 55 ' PROPERTY \ I � � � I EX 2-STY FRAME HOUSE D0CUMENTS � I EASEMENT (TYP) � � I _ �, I �Ij � I I I � � ) � ' y,� i + I NOT INTENDED FOR � _:�- I o � CONSTRUCTION , BIDDING, I ; / I I EX GARAGE I I OR PERMITTING PURPOSES � � i � I / � I I I I I I KELSEY BLAISDELL , P . 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O .. - �- - � . . �. � �-� _ - _, - - , j�, � � i --r �-- � � - - - - - - =- -- - - -,. - � � � � I - U � � � (� � � EX 24 ° STEEL CULVERT 50 ' PIPELINE EASEMENT � � EX CONC IRRIGATION I I 0 � � J � \ I 1° STRUCTURE I � N I � � I w RECEPTION NO 3649273 EX DRAINAGE DITCH \ � rn I , I I I EX 24 STEELCULVERT I � � O M � � I � I 4�� ,�., \ � � \ � EX 24 " STEEL CULVERT � � � � � W � > � � , � „ I � �n , � � � , � � i � I I I � � � � � , � I � � � \ � � � � • oo PROP 15 ' W GRAVEL I o I \ � � � + � ACCESS ROAD I I � � � + � � � ( OPTION # 1 ) � , I � . 50 P � T � \ � I � PEUNE EASEMt �v . PR0JECT NUMBER . I I I 50 PIPELINE EASEMENT � � I f EX FIELD ROAD � \ PANHANDLE EASTERN RECEPTION NO 3649273 I � � , PIPELINE COMPANY I 434718 � � I I l I ` � I I � � � , RECEPTION NO 2036248 . I' '' � � l - - - - � I I SH EET TITLE . I � � � \ I I � I I \ � i .. : i i EX DITCH \ \ � az ,� � �. � � � \ o , . I I I 'I I � o � � � , � o SITE PLAN I � � + � � � �� - \ � � � � � � � � � � � >, � � � . . � � .. F, � I � � 1 � , � I I I � I SHEET SIZE : I \ � �j I I I I „ ARCH „ p „ 1 .� I I � I \ I I � � � �:� � � � � 40 FUTURE SANITARY , I � EASEMENT ( BY OTHERS ) \ � 24 X 36 ( 610 x 914 ) \ \ � \ I I I I \ �``.a I I � y2» ,� » � � a � I � . � � � �. 1 � � � � � � � `'o �� \� `� '� � �'�� . EXFiE � oROA0 � x° ISSUED FOR PERMITTING � � I Y� � = l' � I I R40 . 00 ' I EX FIELD ROAD I I � NOT FOR CONSTRUCTION � \ 12+33 � � ` � � � I I I � I �, � i , � � I � � � t � 'ilI I � �a I I I I I NO . REVISION DATE INIT i � � � � � � � � � � � � � � � _ � 1 CLIENT & TOWN COMMENTS 5/ 16/22 \ cA o � ; o EX IRRIGATION CANAL I + � � \ o � il � �� ' � � �� ,� �� . '��. � � � � i � I I � � �� ARTHUR M . GRIFFITHS I I �i �l � � 1 `��' LOT B OF RECORDED � � � � I EXEMPTION 1059-03 - 3 - RE1772 , � �i I � RECEPTION NO 2534854, OPRWCC \ I I I I I I I � I' � ( 128 . 72 ± AC ) � ,_ — "' ( � o J � 0 II I I I I I I I I °,.�° \ � r, � � � \ f � '� � - � �I � � �. I � ► �' I � � I N � I � I I .s d % n� � I f� I � � � I I � I�I III � �{.. I f I 1 _ I I � .. I . d I I I � I . � I I I` / l ^ \ � I I � �} � I \ I �I DATE . 1/ 14/22 N I , i � I / � � I D R A W N B Y . 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COM I I ' � � O r EX O I L & GAS � I e __ ,, �i I I I I I I I I I I I I I � I I I I I I ,�,�,' I I � ti�o"� W E LL H EAD / � - - . _� � � � �`� ' � � � � � , �`� � I ,�� . . . . . . � MAIN ACCESS GATE TO SOLAR FARM ' � / � ,. � � � . . . . . . . . . . . . . � . . . . . . � . . . . `�� EMERGENCY CONTACT SIGN POSTED � � � � �� INCLUDING PROJECT OWNER, OPERATIONS i' PROP 55 ' PROPERTY � I �I � _ ' ' �� ' ' ' ' x � AND MAINTENANCE CONTRACTOR ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ELECTRICAL HAZARD SIGNS POSTED SEE EASEMENT (TYP ) , x 19 . 5 ' PANEL ROW � c�� TRC Companies , Inc. r, - SPACING (TYP ) � o ,%'' DETAIL SHEET C-400 ( OPTION # 1 ) � � 700 Highlander Blvd . o � T I � .. 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' ' ' r ' I , . . �. ^ •. . . r. � x g N ' . ' ' ' ' ' ' ` N ' ' ' ' ' ' ' ' ' ' ' ' I� . - _ III � i I i x ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' + � . � PROP SILT FENCE TYP EX RETE T � oN PON � PR0JECT NUMBER . ; I I {�'��} I I I I I i I I I I I ; I I I I I I I I I I I I I I � � ( ) , , N �. - 434718 _ , _ � . ; , I - - - - - - - - - - - - - - - - I , �, , I ._ _ . ._� -- I �v�� w � � � � � � � � � � � � � � � � � . : g SHEET TITLE : a ' — �, � � I ��.� PROP 55 ' PROPERTY � � � � '� � � � � w � � � � � � ' ,. EASEMENT (TYP) i i / .. � I x /'`, I. � I O . I . . m �}, w �' :_... N . . . . � � �� ' SITE PLAN II „� . , . . - - - _ � � . -- Q , : . '� I ' , -' � � ' � � � � � � � � .� � � � � � �.'.^�,� ' . . . � I Q,y, ,. � . i �` � � � � � � � � � r � � � � � � � � � � � I II I SHEET SIZE . w ' � - - - - - I I , ` rf rr � - - -- - � � � :� ' # 24 " X 36 'C ( 610 x 914 ) � - - - - - - - - - - - - - - - - � ,. PROP FENCE x / - - - - ��? - - - - - - - - - - - - - - I - ,� i ' ' ' ' ' i. � - - �� 0 � » � » ' _ ;` ` O I � 2 w4 � I - - - - - - - - - - - - � N I II ¢ - - - - - - - - - - - - - - - - - - - - _ _ I I � I - - - - - � I I � -� � ' ' ISSUED FOR PERMITTING � : ' � � - - - - - - - - - - - - r;"'ic'� ,�� PROPIFENCE EX CONCRETE IRRIGATION NOT FOR CON TRUCTI N � � � �� '�� - - - - - - - , - - - - - - - - - - - - - - - �' - - f STRUCTURE II 150 ' OIL & GAS WELL I x � I � EX DITCH I � f I I I I I I I I I I I � � � HEAD EASEMENT I I , I I I I I I I I I I I I I I I I I I I � NO . REVISION DATE INIT - - - - i I I I I I I � o r,:' I ;. o `�. � 1 CLIENT & TOWN COMMENTS 5 16 22 ll .. I I � / / - - - - - - - - - - - - + �� : EX DRAINAGE DITCH `=�I � . . . . . . � N � � � � � � � � � � � � - - - - - ; �; \ w O / I � , j�y I I _ - - - - - - - - - - - - f�,`� I z � , . EX FENCE ( TO BE REMOVED ) � - - - - - - - - - - - - eti - - - - - - - � I \ ,�, - - - - - I I ' ,., I / `:. EX ABOVE GROUND ' ' ' ' ' ' ' ' ' ' ' ' , � II GAS PIPELINE I \ - - - - - - - � - - - - - - - - - - - - - - - - - I —. � VALVE ASSEMBLY X � � \: EX RETENTION POND ; \ - - - - - - - - - - - - � / I I � �: I I / � � � � � � � w � � � � � � � � ;``, • � � � � � � � � � � II I .., \. O � \ PROP OVERHEAD J ; N ' 20' PANELTO FENCE � j / I ELECTRIC LINE WITH — EX CONC � 1 UTILITY POLES PROP UNDERGROUND J I + � (VARIES, MIN 20' ) ; � SUPPORT FOR I ELECTRIC LINE I I = � \'� � I �` EX POWER ' ` � , � POLE I� — — — UE — UE UE " UE UE - UE � I II r ' , � — �— _ �X _� _ _ � ' � � DATE : 1/ 14/22 � � � � -- � �a � .� � —� — - — —_ ' — - — _ J �I � � �� DRAWN BY : TRC �/� I W � _ _ � � � M — — — — — — -- — �,r� — — �JI'L-- — — I — — — — — — — o �= ��, � � . -� - � � -- - - - - - � -- - - -- -- - - - - -- - - - - — � + —_ �—�_� —, — — — — �-� � — — — �=�— — — � — -- — — — � � � � ; �� ENGINEER : KB o — — - — - --- - -- - ,� - - --�� — - - - -- -- - - - -- - - - - - ` — — �, �li - - --- - -� - -- --- N � �� - - � , _� -- _ � _ o --, � - � � €— � - �� - -_- _. _ �� — - oE - -- - - -.�. _ ---_- -- - r = - -- - - -� -- -- _ — ,. _ --—--- ------ N APPR0VED BY : --- \ � � J ._ - OE - - - �, - - u � -��. PROP POINT OF I y� - - -- - - _ - - -_ - �" PROP 5 'x10 ' POLLINATOR - _ _ -._ _ � � ---- ^ � -- -_ -� - � L1 __ - ------- ------ PR0.IECT PHASE : -�E_- -- � INTERCONNECTION II / - EX RAILROAD MAIN ACCESS GATE TO SOLAR FARM � - - - � - - - - - �€ - - � I EX OVERHEAD ELECTRIC LINE PROP 15 W GRAVEL HABITAT (TYP ) - _ - - �� USR PLANS � I� / EMERGENCY CONTACT SIGN POSTED ACCESS ROAD 30 ' SEWER LINE EASEMENT � o INCLUDING PROJECT OWNER, OPERATIONS ( OPTION #2 ) RECEPTION NO 2842084 ; SCALE : „ , N p AND MAINTENANCE CONTRACTOR PROP GRASS SWALE ' 1 = 60 M �` / ELECTRICAL HAZARD SIGNS POSTED SEE � N �I \ / DETAIL SHEET C-400 ( OPTION #2 ) o PROP RAIL ROAD SHEET N0 . . � - - - - � � _ � t- - - - - _ _ _ _ _ _ _ _ _ _ � CROSSING � - - - - R20. 00 ' (TYP ) - N - - - - - _ _ _ _ _ _ _ 60 30 0 60 120 � ,� - - - - - � � „ - - - - - - - 0 � � � '� � �i� � , , SCALE : 1 " = 60 ' � STATE HIGHWAY 60 �� 28+33 � �� r � , „ i� � � � s �� '�� — � . � { � � \ 1 Pre - develo ment Runoff Calculation Para� meters \ � r p '' �� ;% � � � � � J �� 7raina e INei hted Runoff Rainfall Intensit , � V ! , / � �� g Area , A ( ac ) � Y . , ' , l , II / I Ar�a Coefficient C I in hr o I ; I 0 'I�; I - � I l I \ , f l , ' � � I � l � � � A 37 . 50� \ 0 . 3182 5 . 17 CLOUDBREAK I � , ,: �� ` � � ! , i -, � ��, � � � .. w / � I I \ LEG E N D WWW . CLOUDBREAKENERGY. COM � � �_ �� I � � , � I� � � �� , � � � �� .. � � � � � � _ � _ ` '_ i DA — X � DRAINAGE AREA � � — � I \ . � X XX , , � � , , . ac N � � � . �- �, � � - I � � � � II �i � �� , � � � , � , � _ _ , - - - - _ _ _ _ _ w , � � — �I — . �— ° � � � = FLOW ARROW TRC Companies , Inc. � I - , - �_. � 1 i � �--�' - \ � 700 Highlander Blvd . � � �___,- X X < - � ` �, ��— -� ' — �/ �� Ste . 210 � � \ � � � � � �, � Arlington , TX 76015 ��I / I I 1 , �� Tc � � � A � , ��,, Tel : 817-522- 1000 ��Tc \ r / � \ I / www.trccompanies .com % I� DRAINAGE POINT ;�'i � � � ��. � � � STAM P : � � � �� ., II, � f � � a I ' � ! ; 1 � I � 80 ' 40 ' 0 80 ' 160 ' - I, �, I . . j / ._ . \ - ' �� I�� T� � � % � \ I, / / SCALE : i " = 80 ' INTERIM REVIEW ` I� � �i � ' � � � _ � D0CUMENTS �� I � � , � c1 \ N0T INTENDED F0R __ C0NSTRUCTI0N , BIDDING, � / 0R PERMITTING PURP0SES I II� , / T w i c , ti J O � KELSEY BLAISDELL P . 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REVISION DATE INIT � / � I ` � � ��_ / / / / " I � � EX POND , , 1 CLIENT & TOWN COMMENTS 5/ 16/22 / \ / / ; I , .;i ;� � � � � I � / 1 � / / / \ 1 / / - ' _ i / / `_ � / � � , I / / � � , � . � � � . � � � . � . — ' . � . � � � � � ' � �� •. � I � � / � � 1 I � ' ' . � ' I � ��Y\ ' . . . /� � \ . . . . . . . . � . . . . . . . r . . . ' � �� . _ __ __ _ .. . \ .. 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M � � �: � „ = 80 ' , M I I Z � I � � ° SHEET N0 . : � , -� i � i _ � � L � � I � � I � i � � � � Post- development Rurroff Calculation Parameters � � \ \ � E . o � �, � _ I \ � � rainage Area , A ac �� ' � hted Etunaff Rainfall Intensity, / Added Impervious area ' � I I � ' Area � � Coefficient, C I � in/hr} ( ir�-ipervious ac/total ac ) LEGEND l I I � I � � A 37 . 50 0 . 3217 5 . 17 2 % I I I � / � 100-year Runoffr Calculation Results CLOUDBREAK `` , I / _ DA — X DRAINAGE AREA Draina � �re- development Past develapment p, IFFERENCE X . XX AC / g � I � Peak Flow Rate Peak Flow Rate WWW . CLOUDBREAKENERGY. COM � � � � � �i Area � cfs ) { cfs ] CCFS � I ' � � ' -� A 61 . 64 62 . 39 0 . 75 �� FLOW ARROW - - � � N � � \ - 1 I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ � I - - - - _ _ _ _ � � X X X X X X �- - - � � - - - - - - - - - �- - - ,I I� I — — — — DRAINAGE POINT � - - � �� — � ,� TRC Companies , Inc � , _ � } I � � \ � `� � 700 Highlander Blvd . � - = I - � � �� . __ � . � _ X X � ■ � � Ste . 210 � � � � / I , - I Arlin ton TX 76015 1 , 9 , Tc Tel : 817-522- 1000 \ i I / POND WATERBODY www.trccompanies .com �i I - - - 1 - - � � �� x � � I STAM P : � i � � II � I � . . . . m . - - - • - - - • - - - • • � O II�I I � � I I � 80 ' 40 ' 0 80 ' 160 ' _ �' I � � s s s i i i i u i i i i i i i i i i � i o = 1 � ` I � � . � II � „ _ , INTERIM REVIEW . �'� � I � I ' - \ I il � � _ � / SCALE . 1 8o DOCUMENTS . . . . . . . e . - - - • = - - • � — � � �� , � � � I � . : . . ! . . \ / N0T INTENDED F0R Ix � " " T' � � � � , C0NSTRUCTI0N , BIDDING, , / � 0R PERMITTING PURP0SES , ry - , / � I I 1 � � T - - � - - - x \ \ / O ^� I � KELSEY BLAISDELL , P . E . c I I �/' / � � Tc s � a ' I I I � � � � �� CO LIC . # 49698 - - - - - • - - - • - - - - . . . . , � '� � � 5 � 16 � 2022 � , � . � , . . c • - - 1 / 7 I - - - - - - - - - � � � i� � x r ' • � j � � � • e � I � X � / \ \ � I � II I I I � I � ' � � I o � ; i i 1 i � i � , ; � I ; � �, � 1 I I � / � � , - - � - - 1 - u � i i i i i i � i i i i i i i ' p " " / ' � ,�� I �, � I I . I _ �i I I . . x - � ' - , - - L.I.J I, � I x � � I � i �. ', PROP AUDUBON - ' % � � '. .� . � _ . j . I POLLINATOR HABITAT � > � PROP AUDUBON I ,� - PROP CONCRETE PAD ,' ' ` � � I I rI U W ,� M POLLINATOR HABITAT I � ' - I - � � - L 76 • - � � - • • � ' � I � - - j - - � , - - - - I � � � � 0�0 � PROP 15 ' W GRAVEL ACCESS ROAD u i i i i ` i � I � � O O � - - ; - - - - - - - - - e � x O � �., � � x i - ; ; . _ � Q � } � - a - - - � - � ~ H z � ; % � � � i � — � U z . � , � � , a i , � I..L L.I,J � . . . � , . . . . . O I � � - - - - - - / �i , � � O � � V � / � I 1 - - � - _ U � l0 � • - - - • - - • • � - - � � � � . C , � � (� � p � - - - - - - - - - - - - - - e - - - - , 3n , � Q � � I 7 �,� � � / x , ` - - -�- - - � — - - _ _ _ _ _ _ _ _ � J I x ' - - • - - - ' �� _ _ M � . � � , �, �� W _ �� - - - - - - - - - - � - - - - - - - - - � � � _.. - �_ ; ! � � � ;� � � � � ' �\ w � ' � / � � � O _ -� / • � e I • / • � � • ' • v e I . . . . . . i� � � � � � � � / � _ _ _ _ _ _ _ � i . . � ' . ��. . . . �. . . . . . . i � � .. i �.. : I 5 � . � � �� . . � . �� I { I ' I I I I I I I I I I I � I I I � � I / . . / � � � � .� � � � � � . ♦ �I � � / / I � I \ _ _ w x , / , ; / ._ : . _ , � _ � - x / . . . �, � , � � ; � ; � - - - - - - I / � , I e � / _ , _ - , v - , ' - - / ' � � - _ , r �IP _. � . PROJECT NUMBER : , EX POND 6 - - - / ' I I I I I I 1" I I I I I I I I I I I I , • ; ,� / / / I I / / I I I � � � � � 434718 , I ; , � • � � m e � � / � / � I ... / \� / . - / I I I / � / - ' i � ; ! / I , SHEET TITLE : ; , .; - - - - - / - - - - • x � ' . . _ / / I - - - - - / - - , - - - ` � - - . - - -, w . - � - - - - - • I -II , I >C . - � - / - - - - - ' ' � . 7 . A ; , , ' � i � , � , � � POST DRAI NAG E AREA , - � , � � . , ! , � ` - • - - • - - � - _ . II I ' � � , , , � � . MAP w �� ; , • - • � , � I 4 , / , � � ` / � � � ,� I • - - - � � / • • - - - - - - - - - - - - - - - � ; . . . ' ' ' ' ., ' ' ' ' ' ' ' ' ' ' - , ' - . i i J � I - HEET IZE . - - / - - - I S S � � „ „ - - - - / - x � , _ � _ _ � I " � ARCH D � , �C , , u, , ' ee ee fl � ' V f . / ; - � e ' " • ' ' • • 24 X 36 ( 610 x 914 ) � � , � i i / � , , , ' ' ' O � » � » � ' � � 2 . , _ �� - , = � ; I 'i I � � . . . ; � -� EX POND , V / I I c - / - - w � � � � , � � � � � �� ' � � ' � ISSUED FOR PERMITTING ° � � i i i i i i � � i i i i i / i i i i i i � . I i / , � � � � �I ` ; ,- � / x I I ' � NOT FOR CONSTRUCTION � � � _.. . / / . � �/ � . . . . . . ' . \ w / / � \ � ` / � � � � � I \ / � � � � � �I . / I \ ' / ' ' I � . . . . . . . . . . � � . . \ _ � / I I , ; NO . REVISION DATE INIT r � � I / � � / j / , � �'1 EX POND , , 1 CLIENT & TOWN COMMENTS 5/ 16/22 / o \ X / - - - - � - - - - - - - I ' � � ,� � I / � i . . L . . . . . - ;' - - • - - • • - - X I � � • J � - - , - " - - I _ \ � � / / _ , _ , ' � e. � I - ' I � - � � / li � , I i � UE � I ; UE UE UE � 1 — — — — — -� — — —� — — — � — — --� — — �— — — — — — _ _ _ _ _ — �— --� — X� �----. � �i Y � � � � � � �I A y � ]/ � .i / ._ -_ _ _ _ \ � (� . . . � i � � Y \ / _ - � � - � - _� -/ \ a -- _ - t, -- - � - - - - -- oE �- - - - � - - aF-_ _ -�--- ----- Y \ _ ---- - - -- r - - - ----- � , — — - - -- - - - - _ DP -A - - - � } I - m - - - - - _ - - - - � EX RAILROAD � O � � � � - - _ _ I / PROP GRASS SWALE N - - N � - T- - - - - - - - - - PROPAUDUBON - - - - � - - - - - - - _ DATE : 1/ 14/22 N - - � i � POLLINATOR HABITAT DRAWN BY . � - - - - - . TRC � , � i , , � i� �, , STATE HIGHWAY 60 � ' ENGINEER : KB � � � , i, , Q � � � , , APPROVED BY : --- � ' i , .� - - - - - - � PROJECT PHASE : � o � USR PLANS - N � o ALE : M � � �: � „ = 80 ' , U rn I � z E O � � = SHEET NO . : � , -� i � i _ � � L � � I � � I PV MODULES AT MAX TI LT MATCH TO EXISTING GRADE WITH EMBANKMENT OR DITCHING AS SHOWN ON CLOUDBREAK ` , 15 � GRADING PLAN � � MATCH EXISTING GRADE WWW . CL0UDBREAKENERGY. 00M 4 " M 1 . 03 . 0 TYP E " C " 2 % , m ( PER ENGINEER ) MAX _— — I I ! � 3 . 25 ' (0 . 991M ) MIN = I I I � ` � ' — CONSTRUCTION NOTES : 1 . 2 ' (0 . 336M ) MIN ' � , ' � � CLEARANCE _ / / / � / � / / / � � / / � / I = 1 . SUBGRADE SHALL BE COMPACTED TO 90% OF ASTM D1557 . _ � /�, /�� /�� /�, /�, , � f�� /�� /�� /�� / � /�� /�� 2 . GEOTEXTILE SHALL BE MIRAFI 500X OR APPROVED EQUAL. , . . , �. .;, , 8 " MINIMUM 3 . GRAVEL SHALL CONSIST OF INERT MATERIAL THAT IS HARD, DURABLE TRC Companies , Inc. . , �i r �>:./ � ; �:''��' �'�`''��" ' '' '�� '' � PROCESSED GRAVEL STONE AND COARSE SAND, FREE FROM LOAM AND CLAY, SURFACE � 700 Hi hlander Blvd . ;�y��i,�i��i;:��ii i��%i :. ��i�;, , ;� ' � � „�i��i��i��i�� i��i,, <� ;,�i� '%, �i,, : � SUBGRADE GEOTEXTILE MIRAFI i i��i�i�� '�'�� ' COATINGS, OR OTHER DELETERIOUS MATERIALS . �� Ste . 2 0 ��y��J��%��i�`�i��`'% "��i��i��i�� 500X O R E QU I V. F O R S U B - BAS E : ��!%�%�!%:%�%��i��!,; �!%!�,!��%�� M1 . 03 . 1 4 . GEOTEXTILE : SEPARATES AND PREVENTS SETTLING BETWEEN SUBGRADE Arlington , TX 76015 ��i��,, , , :i��!��i;!�i�!r� . � � � � � � ANDGRAVELSUBBASE Te1 : 817-522- 1000 ;�i��i`�i�ii��i`�i�!i,: ; � ;r��i�,�/��i;�'i,� ',�j��%>��i��ij��j��%��i, ; ; �i��i�� C LEAR, www.trccom pan ies .com � :,��!��!��%�%<!� :� . � . .:��<�. � , . �:��%��'�� i,: . , �'��<�� % �,; �, �� i, ; � GRUB STRIP AND GENERAL ROAD SURFACE PRINCIPLES : STAMP ' �\�\,�\\�\\%�\\,,�\ \ ,� �� , STOCKPILETOPSOIL ; ,, , �,� ,; �;��, PER ENGINEER 1 . PRESERVE AND MAINTAIN A PROPER CROWN OR SLOPE ' �%�%�%�%�i��;�';'. '��-�%� FOR GOOD DRAINAGE '' �`-' '� �%%�� ' � � ��%� � " NO CROWN 2 . KEEP ROAD SURFACE TIGHTAND IMPERVIOUS . ,. . ,,��;;, . �; ,,��,� �;��;�� :� ,��:� � 3 . PERFORM REGULAR DRAINAGEAND MAINTENANCEAND INTERIM REVIEW � :�!��i�;%�� ;` � � � GRADING . �?i�!��i;i �" � � , , ,� � DOCUMENTS ��';�`�%:. , � �� CONS�TRUCTION� BIDD NG, TYPICAL ACCESS R0AD SECTI0N oR PERM , TT, N � P � RPosEs NOT TO SCALE NOTE : KELSEY BLAISDELL , P . E . 1 . SINGLE -AXIS EAST-WEST TRACKER MODULES ARE CO LIC . # 49698 CURRENTLY PROPOSED BUT MAY BE CHANGED TO FIXED TILT MODULES WITH FUTURE DESIGNS 5 / 16 / 2022 TRACKER WITH M0DULES T -2 Grass Swale NOT TO SCALE , , V — 4 , TO BE SEEDED TO MATCH � � r" t� . REs�ouA� cRPAci� F�R "'� � SURROUNDING SURFACE FINISH GRADE •, 1 U � J ' ' - L4RGER FLOGDS � ; � . ---------- --- ---- -- N l� �, 2-YR WSE 6� MI , -, ,. 4 MIN. � J r. . � � � ' ( � 0_1 .0 , . � � � ' ��" , • V �2 YR�C1 .� FRS " _ I ,Al •. �4 � f.1/.t � � �l �� n .�M� � �1 � F - zi�l'r }e�'✓ 1 � � � � � � � � i � t � _ / � I (/��/\� , � W � _V O 4'� (MIN) 5AMCkY LOAhA Q � � 00 ,. k�': � :�` t � , ' � ` '}l'�� . =' ' izA Md� WARNING TAPE 8- 12 " (� O � 0 � N � 60TTdM WIbTH (W) GRAQE C6NTR�L STRI1CTLfRE � aErallo BELOW FINISH GRADE � � U '-'-' v 18 " COMPACTED GRAVEL FILL, o DIRECTLY ABOVE � � � } � m TYPE C MHD, DIV II , SEC 401 TRAPEZOIC�►�L 5WALE SECTID �J � 20 ' R ELECTRICAL LINE � � V z z w NTS N : �..L W � � N f �;; „�--_� ( FtESIDURL �APACITY' FOR ��;�' ' �I � � � (, � .y , i �a�zcER �L000s ,�.� � � � � U ��' '.;� �. 1Z" MfM. "+" � 1 � Q �„ z—v� wsE a '' S a �rr�. � � N J � 5" MIM :. , . ,:,. SIZE VARIES GRA�E C6NTR4L STRlJCT4JRE ii ( n O � � W � r �-� � •�s� � �EYQ�� POTENTIAL 5 SCH 40 PVC ' r. ;; `' � in CONDUITS FOR v � 1 m . � � , � 11N0ERQRAIN AND SAMEdY �OAM REC��IMENOEQ F4R z � � /� m � �v�ciruai� s�vPEs < z.o�. �" SL0ITED PIPE � TELECOMMUNICATIONS AS � � �AEEGING TABLE GS-3 WffH C�OT CLASS G FILTER � REQUIRED W '�n �� d� �� ,,y MATERIAL ALL AI�OUND 4R PERFt]RATEIJ HI�PE � � � ��M� PYPE W1TH ,MMSHTO �fi7 ALL AR{)UN� CONTAINED � � D 1 .0' ,�- WITHIN GE�TExTILE �ABRIC. ASTM ❑4751 -AOS L15 , „ � 4" (2-YR) 1 ,D FPS � 2 MIN , STD. SIEVE �50 TO �{74, ASTM 64533 MIN. 1 - 6 MAX . - TRAPEZOIDAL TEAI� �TREN�TH 140 X 60 L�S, � � MINIAAUM COE SPECIFIE� QPEN AREA aF 4%. w w TF� IAhJ � ULAR SWALE SECTI�N 15 ' � a a > > NOTE : TRENCH WIDTH TO VARY PROJECT NUMBER : N N CONCREfE C�LLAR �, �, ;: , ;-,�; ;. � i ENERGY cRnoE con�rRo� EXTEND GRApE COIJTROL 5 " SCH 40 PVC WITH 3/ DEPENDING ON BUCKET WIDTH , � a�� P�T�Q� � , �,��aE � � � 434718 � , :. . , , ,,r , srRucruR�s wro -r�E NOT TO EXCEED 1 - 6 . � t � �x �°� _ � � � , �a�K a �,N. o.s� TURN AR0UND DETAIL # 1/OAWG CONDUCTORS & ` y P �,' ' necrvE TH� z—YR wsE #6 AWG GROUND FROM . �,.� �4 �- . , _ __ ; . ,�.;;: ,. t ;. : ; ; ; NOT TO SCALE MINIMUM COVER REQUIRED TO SHEET TITLE . :,s.'. `ng , TRANSFORMER TO RISER MEET 2012 NEC TABLE 300-50 P�av� oE oa�ae�E c�Enr�ouTs . . . . . F:'.9:.Z' W1TH WATER TIGHT CAP� � 150` -, �° O.C. U5E 94' S�a4EEP 4R {�) 4�5" BENd5 (QFFSE"f FROMi SWALE UN�ERd]RAItJ CENTERLINE T9 AW41ID IMPEDIMG D ETAI LS FLOW WHEN USING A TRIANGWLAR EMSURE ACCESS T6 OIJTLET 3 �� CLR SIZE VARIES 3 �� CLR SE�T,aN BY CLEAN DUT OR OTHER AC C0 N D U IT TR EN C H D ETAI L ACCESSIBLE STRUCTURE NOTES : SWALE PROFILE NOT TO SCALE �wf� SHEET SIZE : 1 . CONCRETE TO BE 4000 PSI @ 28 DAYS . ARCH ' D " 2 . MAX SLUMP : 4 INCHES (TO BE MEASURED PRIOR TO PUMPING AND ADDITION OF ADMIXTURES . ) Figure GS-1 . Grass Swale Pro�le and Sections 24 �� X 36 �� ( 610 x 914 ) 3 . REINFORCING SHALL BE ASTM A615 GR . 60 ( 60 KSI YIELD . ) 4 . USE %4 " CHAMFER ON ALL EXPOSED EDGES, UNLESS NOTED OTHERWISE . � Y2" 1 " 5 . FOUNDATIONS TO BE BACKFILLED & COMPACTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS . DeSign Example 6 . ESTIMATED CONCRETE QUALITY IS FOR OWNER ' S ASSET MANAGEMENT PURPOSES ONLY. ISSUED FOR PERM ITTING CONTRACTOR IS RESPONSIBLE FOR DETERMINING QUANTITIES FOR CONSTRUCTION & BID The UD-BMP worl�book, designed as a tool for both desi�ier and reviewing agency is available at NOT FOR CONSTRUCTION PURPOSES . �� w .udfcd . or�. This section providcs a completed design rorin from this workbook as an example . 7 . EQUIPMENT ANCHORAGE TO BE HILTI ADHESIVE ANCHOR, DESIGNED UPON RECEIPT OF CERTIFIED EQUIPMENT DRAWINGS . NO . REVISION DATE INIT TYP I CAL EQ U I P M ENT PAD D ETAI L Gs -� U�-ban D�-a�na�e a��a F ��oa e�nt�-ol D�s��t November 2010 NOT TO SCALE Urban Storm Drainage Criteria Manual Volume 3 1 CLIENT & TOWN COMMENTS 5/ 16/22 X I i�—�__ I I�I _= I�I =_— I�I X � � � -� � �—� � �—� � �—� � �—� � �—� � �—� � �—� � �—� � �—� � �—� � �—� � �—��- � � � � � � ,�, � � � ,�, � � �;, � � � ,�, � � �„� � � ,�, � � � ,�, � � �—� � � ,�, � � � ,�, � � �;, � � � ,�, � � �„� � � � �� `�� " �� `�� GA M E F E N C E � .i , �� L �L �\\ � � � � � � � • ` • TALL GRASSES ( 2 -3 ' HT) , . .� •. . . . . . . . . . . . . . � TALL PERENNIALS ( 2 - 3 ' HT) DANGER DANGER . . � . � � � . � � � . � . � � . � . � � � . � � � . � . � � . � . � � � . � . � � . . 9216 COUNTY ROAD 48 . 5 ' : . . . . . . . . . . . . . . . . . . . . . . . . . ' `� EXPOSED BAREEARTH JOHNSTOWN , CO80543 High Voltage � . � . � . � . � . � . � . � . � . � . � . � . � . � . � . � . � . � � � � � . � . � . � . � . � . � . � . � . � . � . � . � . � . � . � . � . � ��I FORGROUND- NESTING N O . . POLLI NATORS � SITEOWNER : ----------- . Within Keep . � . � . � . � . � . � . � . � . � . � . � . � . � . � . � . � . � . � . . . . . . . . � . � . � . � . � . � . � . � . � . � . � . � . � . � . � . � . � . � . � � � � Trespassing Ou + 18 HTGRASSES & PERENNIALS m S I TE O W N E R N U M B E R : ------------ � - - - � - - - - . . . . . . . . . . . . . . . . . . . . . . . . - - - � GROUND COVER PLANTS DATE : 1/ 14/22 � O & M COMPANY : GRIFFITHS # 1 SOLAR — — — — — � � � � � � � � � � � � � � � � � � � � � � � � � � — — — — — DRAWN BY : TRC NO & M COMPANY NUMBER : --------- — — — — — — — - � � � � � � � � � = — — — — — — � WOOD SNAG FOR HABITAT VALUE � o NOTEs : . . . . . . . . . ENGINEER . KB N _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ N � � � APPROVED BY : --- 0 1 . SIGNS SHALL CONFORM TO THE 2013 OSHA AND ANSI REQUIREMENTS . I-I I I-I I I-I - - - - - - - - - - - - - - - �I I I I I I I I I I I EDGE OF PLOT N 2 . SIGNS SHALL BE 20 " WIDE BY 14 " HIGH . I I I-I I I-I I I= _ _ _ _ _ _ _ _ _ _ _ _ _ -I I I-I I I-I I I-I I I � PROJECT PHASE : C 0 NTACT P �AQ U E D ETAI � i=i i i=i i i=r - -i i=i i i=i i i=i i i � 3 . SIGNS SHALL HAVE A MOUNTING HEIGHT OF BETWEEN 45 TO 66 INCHES . I I I=I I I=I I I= - - - - - - - - - - - - - - - =I I I=I I I=I I I=I I I USR PLANS � NOT TO SCALE 4 . SIGN PANELS SHALL BE 10 GAUGE ALUMINUM WITH HIGH VISIBILITY REFLECTIVE SHEETING . - - - - - - SCALE : � 5 . SIGNS SHALL BE PLACED EVERY 100 ' AROUND PERIMETER OR AS REQUIRED BY APPLICABLE NONE M REGULATIONS . N AUDUB0N S0CIETY P0LLINAT0R HABITAT DETAIL SHEET NO . : � DANGER SIGNS NOT TO SCALE � o NOT TO SCALE � � � Q U CLOUDBREAK WWW . CLOUDBREAKENERGY. COM TRC Companies , Inc. 700 Hi hlander Blvd . � 9 20 ' �/ Ste . 210 Arlington , TX 76015 10 ' 10 ' HOG/GAME FENCE-MESH , TYP Tel : 817-522- 1000 www.trccompanies .com I GATE POST HINGE SPACE � GATE POST SPACE STAMP : 3 " '� ;� INTERIM REVIEW � �� D0CUMENTS '� ,_.� �_ �� .� NOT INTENDED FOR LATCH LINE POST CONSTRUCTION , BIDDING> OR PERMITTING PURPOSES � II j� LINE POST � KELSEY BLAISDELL , P . E . CORNER POST � o CO LIC . # 49698 � �I � 5 / 16 / 2022 .� .� -- � I I HINGE I I I I I I I I W I I DROP BAR I I I I I I z I I II II II II � II � � � M II II � II II � II U W ,� II II II II m II `n II II II II II � � � � � ul ul ul ul u � � O � � u _ � Q � . - � � 16 ' -0 " MAXIMUM � z H � � � LINE POSTS TO BE EQUALLY SPACED � 12 " FOOTING WIDTH 16 -0 MAXIMUM � W � � � � � � O � Q � � o ( n � N W GATE TYPICAL FENCE LAYOUT v O � � � m LJ.J Cn � GAME FENCE PR0JECT NUMBER : NOT TO SCALE 434718 SHEET TITLE : FENCE DETAILS SHEET SIZE : ARCH " D " 24 " X 36 " ( 610 x 914 ) o y2» i » ISSUED FOR PERMITTING NOT FOR CONSTRUCTION NO . REVISION DATE INIT 1 CLIENT & TOWN COMMENTS 5/ 16/22 � � � � r m � DATE : 1/ 14/22 � � � DRAWN BY : TRC M N ENGINEER : KB 0 N N APPR0VED BY : --- � 0 � PR0JECT PHASE : � �� USR PLANS . , � 0 o SCALE : � NONE � M M � SHEET N0 . : � -� .� 0 � Q U Vehicle Tracking Control (VTC ) SM-4 Stabilized Staging Area ( SSA) SM- 6 SM- 6 Stabilized Staging Area ( SSA) CLOUDBREAK � sF�c� sF�eF � � " � WWW . CLOUDBREAKENERGY. COM �{ - 11T ,� - , , ,. � , .� ,.� � � A .�r '_..r r*:v � � { : E .P'-d � . �l . . � � „ � t >„ � - ` „ � •Qh� SI�E � r� STfwBILI � ED 5TAGING AREA MAINTENANCE NOTE5 � � „ Cdh1�TRUCTIC7TV � � CC5f�5TRUCTION T' �� V.EH [i�l�E = ° TRAO�ER� 5 . STABILIZEa SrAGING AREA 5HALL BE ENLARGE� IF NECES5ARY T9 �ONTAIN PARKING , 20 F40T I Y . P`AR�ir� G �eF ' � STOR�.GE, ,ar� 47 uw �QaDiNGJ�Oa�iNG OPERATION� . ( 41�IDTH CG,M BE • N�EDED) LESS IF CONST. COFJ5TRUCTI4�1 �' � � 6 . THE 5TABILIZE❑ STAGIf�G AREA 5HALL B'E REMf]V�Q AT THE ENQ aF C�NSTRIJCTIQ �I , T'HE VEHICLE5 A.RE 51TE ACCESS � � � ` „ ' � : " „ � GftANIJLAR MA.TERfAL SHALL B� REMCJVE6 flR , IF APPR{�VE� BY THE L� CAL ,1URI5[�ICTION , PFI �'SI�ALLY � . � ` � U � ED OfV SITE , khJd THE AREA CdVERE� VJIT�i TQPSC7IL, SEEDE� A�JIJ MIJLCHEa UR `� U' ,, � � THERWI5E ST�BILIZEO IYV A MANNER APPR�7VED 8Y LOCAL � u �i�oicrifl �v _ TRC Companies , If1C. caw� FiNEo 4r� 1 � - ` 700 Hi hlander Blvd . BflTH SI � ES ) Q♦ " � 3 '� MIN� . THICKNE55 51 � EWALK OR OTHER ' � iVfATERIAL •� NdTE : MANY MUNIC:fPAUTIE5 Ff�OHIBIT THE USE OF RECYCLE❑ C{JNCRETE AS GRt�NULr�R % St2 . 2 O FAVE� 5URFACE 54 F�flT (MIIN . ) � }I . � , ' � ��p�E _ �GftANUL,�ft MArEftIA� MATERIAL FOFC SrA81LIZE� 5TAGI �IG AR�5 � UE TCl ❑IFFICU�TIES WITH RE — ESTtkBLISH �IE�NT OF Arlington , TX 76015 � "t�� STABILI � ED 1 , � VE� ETATION IN AREA5 WHtRE RECYCLED C� I�CRETE WAS pLACE6 . � '��'��'a /�/�Il� T611 J� T �} ^I ° pft � . � Tel : 817-522- 1000 a _�yC� ;T1iC�n,ti , 1� s,��i ��4. L+�../IVI� II ,VL+ II �/ IV A � � � ,� :� �-� �'� ��'�' � �'� 1P ' � ;� "r"`" �• � � • � www.trccompanies .com ,, �,�nr «:��«•«� �r�� s --r�- EN7RAf� CE �SEE � „ , v� NOTE: MANY JUR15dICTIQhIS HAVE 8MP DETAIL5 THAT VARX FF�OM UDF�CD STAN�AF�D � ETAIL5 . � �:�rar�{'�1-�e(4��''�`�^y�"� '.�-i d``��`� '`��°� � 4s'b: �.�. y�' `�{�- •r: C] ETAILS VTC - 1 *` °�` " •. r ' C (JM5ULT V�fIT�i LOCA!L J [JR'15DICTVON5 P;5 TC WHICH OETAI� SHQULQ BE U5�D UVHE� FnF��^^ � �!^{� [ y1 ( d (¢N \ �Y l �al [ l • n �y1. I f � • . � � � i�L i6 � ~A� {� (`ti +`{ /F Y� �Y' �•~'{~ u `S �. ld� 1� I�� A � iul f L "Y` ' � r' . :e4� e' v � � � f� .�. ..� .�-. � �� n ;. � ..�� -� :� x x .:. w;. .� .�� . , � ,rc rQ vrc - 3) � .� :° , � � o � �FEREr,cEs nRE �,drEo . STAMP : � L F R „u' A "� M1i M1 ; a u y � . 1 . ,.! , � � ; .� �`t :-s :`�"7` r� �-� t ; 7-t ;'-t �" . � .�. �` JY '� � � . -t ��, r � . , �—.� SILT FENCE OR C (��+JSTRUCTf9N �..�.�rk��;;.� .� ;.� r� � X .Y.'�� w�� ; ..�-:.;n n r _,� ,.r . .- .s � SF/CF 5F/CF r :� .. , ,. :F , . ,. ,� ,� � � -.. .� ; ,. ,� ,_� A. ,, ,. . .. _ FENCII�� AS NEE6E� ' _ -;� �,.�s.� t��;''��.��',S '...y'.-* t� ��'.y,� 'SS,�.� .*-, �.:•� '.y,_,..` "��4'�,-• 'y ,� . ��t, ,� y[ --�,� .3, .,,. � ( 6CTa�LS ,a�a.PTEO FROn� ObUG�a.S COUNiY, Ct7LQR,eL5f}„ NOP kv.al�aBLE IN auT6Ck0) � )1� l � �W,�{��•� {$Jh�y4pJyt 4 � xe e. / �p • �li� iJ.�h[ J� � / r + k � � � � v k�'1•��-T •�`fF �` �=J a"S i� Y r .r�1 � l J 'l .!�`{ a�"{ i� iYti fr � !� �� -:`. • l ��" .ilv "SJ� •i � � -L Y "� '�a'�'T l. t 'V�'�n`.i ) g\'L •t � � i xn � � � i � il• i l � .� � at wi ai ' e Aw-.g��"{. 4"� t . + �1r,�' �'4'L�'�.[ °�{� .;^�[ "'+ "J Y�, � T ' a-. ��:� �y� Ex�sri �v� ROAowAr I N TE R I M R E VI E W i '.fM1, r' 4 "4 .. � �_.._�\- �t �•4� L� Tf� 1^- 'nYl `Ft . ♦ �� ` '� �°�� „r-t_,r-t�:'��,k°'-s "�, �� .� r�'t r�<��„r-�� F � 9 ( M I N . ) yr?�y' ��s.. ysf ��y�.-�- ��rp�r �' i1 `� V r r r F ^i f' � t�} I�^{ k'{ I4� F'{ 1 E ��4 .��i �[ l�{ i�[ �• �r��- � �µ�.��-� , _ y S5A - 1 . 5TABIUZEa STAGI �J � AREA .. q , �?`�' .�d�' T'� Pj F� � x ' ;� . .. w n � � � y `��r� �^ x y. b., D 0 C U M E N TS P J __ �,{ �_�,� y 4 .� -�. �,i� ST,AdILIZEa 5TAGIfVG AI�EA IN5TALLATI�PV NC?TES NOT INTENDED FOR PUBLIC ` UNLES5 flT61ERWISE SP ��CIFIEQ RonDw�,Y � ° ��` �d �� uRiSaiCTion� , uSE 1 , sEE P �AN v1EW FOR CONSTRUCTION , BIDDING, , ; ` CDQT 5E� T. � 7�J3 , NtSHTQ � 3 - L+O�AThC}fV OF STAGING AREA{S} . OR PERMITTING PURPOSES , _ � - ' , COAR5E AGGF2EGATE aR 6" - CQNTRACT{7R MAY AaJU�F LOCRTI� M ANL� 51ZE 47F 5TAGIE+fG AREA 'NITH APPR4VAL � n��rvus ��K FRo � rHE ��c�,� � uRisa�eri � � . KELSEY BLAISDELL , P . E . w Sn NC�M —WCIVEN GEQTE7CTILE fABRIC 2 . STABILIZE � STAGIf�G AREA 5HOULD BE APPROPRIATE FOR THE fVEED5 � F THE 51TE . CO LIC . # 49698 BETWE'EN S41L f�Nd RO� K aUER �IZING RE5ULTS IN A LARGER AREA T{7 �TABILIZE FOLLOWING COh1STRLJCTIdhJ . 5 / 16 / 2022 3 . STA�I�IG ARER SHALL BE STABILIZED PRIOR Tfl OTHER C7PERRTNC7fJ5 ON THE SITE. l9tVLE55 OTHE�WISE SPECIFIEI7 BY LO�AL 4 , THE 5TABfC12E0 STAGIhPG AF� EF� SH.ALL CQNSI5T OF A �fIN1�1UM 3 " THICK �Rf4NULAR INSTAL � RdClG FW5H '�ITH .EURf5�I�TI�N , USE CDOT 5ECT . � 7fJ3 , AASHTd M9kTERIAL (lR 8EL{�W T�OP QF PAVEMEhJT � 3 COARSE AGGREGATE f�R 6 " MINUS RC7CK � � �� MIN . � 5 . UMLESS OTH �RWISE SpE�IFIED BY LOCA� .lUR15DICTldN , ROCK 5HALL CC� N515T �F oar SECT . �703 , ,�ASFPTO � 3 COAR5E AGGRE�ATE �fi 8 '° �MINUSJ I�Q� K . _� � � � � '�^� '�� ^'� t —P � , ,4Db�TIdNAL PERIMETER BMPs �fAY BE REQUIRED INCL�JDIfVG BUT NflT LIMITEQ TO SILr : < < . - - - r - . - • �- ' � ' ,�� r�`f ��,�� ✓ �rf��,�.�r '�� FEr,�c � nn,a cor,sr�ucr�o�v F�Nc�Nc . r��',�,t � tir��tii ��c' �f�� , ��'�C ��h ��i, � ,. ,�,�,� ,'��;�� `�,� �,��i, � �'�r� 5rae�uzEa srv,ci �w�c aREa n� airvrEr,ar�cE NorEs ` r��,•,� N BRIC O� EN G� QTEkTILE W C+�MPACTEd SUBGRA� E �'" 1 IIJSPECr BMPs EACH WflRKDAY, AfJQ MAINTAIN THEP� If� EFFECTIVE OPERATING COMa1�10GN . � � E �TI '� I� A N6AIf�T� N,�NCE OF BMPs Ski� ULD BE PROACTIVE, NQT REA�TIVE. �N5PECT BMPs A5 5�41� A5 ` � PQ551BLE (A�l � ALWAYS 4VITHif� �4 HOURS ) Ft7LLC7WIPJG A STO�M THAT CAUSES SURfACE � EROSICsN , AN �3 PERFORM FlECE55ARY MAINTENANCE . � U W M L.(� 2 . FREt�UENT OBSERVATIdNS AND MAf�1TENAh10E ARE NECE5SARY TQ MAl14TA,lh! BMPs IN .� W � 00 O EFFECTV4'E OPER,4TING �OMDITIQN . INSPEGTIE3N5 AN� CORRECTIVE MEA5UF� E5 5H�UL� BE � � pQ � GtCUMENTE � TH4RDUGHLY. ' �1 O � Q O V 1 3 . WHERE BMPs HAVE FAVLEd , REPAIR flR REPLAGEMEN � SHOIJLD BE I�IITIATE� UP � N � /r � U 615CC}WERY [�F THE FAfLLJRE �` � . VTG - 1 , AGGREGaTE UEHICLE TRA� KI �JG � �Dh� Tk� Q � � — � } 4 . ftOCK SHALL BE ftEAPPL] ED OR REGRR� EO A5 NECESSAftY IF RUTTING CICCuftS UR � � ( ) � z UND� RLYING SU6GRAbE BECOMES ExPOSECa . � v � � W � O — Q � U � � � � � November 2010 Urban Draivage and Flood Control District VTC-3 November 2010 Urban Drainage and Flood Cantrol District SSA-3 • � � � w Urban Storm Drainage Criteria Manual Volume 3 SSA-4 Urban Drainage and Flood Control District November 2010 � M � Urban Stonn Drainage Criteria Manual Voluine 3 Urban Storm Drainage Criteria Manual Volume 3 � W �..�..� � � Silt Fence (SF) SC - 1 SC - 1 Silt Fence ( SF) PR0JECT NUMBER : 434718 SHEET TITLE : SF - 9F - SF � � „ x 1 y „ � � �� r FE� �� r��T� �� N�7TES E ROS I O N & S E D I M E NT (REC4MME�lDE[}) W(JflC� EN 1 . SILT FENCE MUST BE PLAC�D AWAY FROM THE TQE �] F THE SLQP� T4 ALLQ4^d Ft� R WATEf� � FENCE PQST WITFtl 1 D ' MAx PONDING 51LT FE�ICE AT THE TOE JF A SLflPE SHOULD BE Ih15TALLED fN A FLAT LOCATI^JN SPACIfJG AT LEAST SEVERAL FEET { 2 - 5 Fr) FROM THE TQE (]F T�1E SLOPE TQ ALLf}W ROOh� F4R CONTROL DETAI LS PONdING ANd aEP � 51Tl� f� . SILT FEIVCE GEOTEXTILE 2 . A IJf�IFORM � " X 4" AM� HaF2 TRENCH SHALL 8E E3CCAVATE❑ 11SING TREMCHER {?R SILT FENCE IN5TALLATIC7N ❑EVICE. NO R4A� GRAaER5 , BACKM4ES , QR 51MILRR IEQUIPI� EMT 5HALL SHEET SIZE : BF � sE❑ . ARCH " D " 3. COMPACT AIVCHOF� TRENCH BY HAN6 WITH A '�JIJMPING JACK " C�R 6Y WHEEL RflLLING . 2 `t �� X 36 �� ( 610 x 914 ) A Ci�MPA�TION 5HALL BE SUCH �kAT SILT FENCE RE515T5 BEI �JG PULLE� OUT OF ANCH � R T�ENCki BY HAN � . 0 Y2" 1 " CClMPACTEb 4. SILT FENCE SF&ALL BE RULLE'D TIGHT AS IT IS A'IVCHOF�EO T� TFiE �TAKES . THERE SH � ULO �ACKFI LL � B£ NQ NQTICEABLE 5AG BETWEEM STAKES AFTER IT HAS BEEN ANCHORED TU TFEE 5T�, KES. I SS U E D FO R P E RM I TT I N G 5 . SILT FENGE FABF2IC SFlALL BE ANCHORE[} Tfl TNE 5TA&CES USING 1 " HEAVI' ourY STAPLES FLOW -�_ 3g "_ .�g " � R V4AILS WITH 1 °' HEADS . STAPLES AN � NA4�LS SHOUL� �BE PLACED 3" ALONG THE �ABRpC NOT FOR CONSTRUCTION �' TYP. D �WN THE S�AKE . EXISTIhIG � 1 �� AT THE EN � 4F A RUN OF 51Lr FENCE RLONG A CQNTOUR , THE 51LT FEf�CE SHOUL� BE GROIJND TURNEO PEF₹PENdI� IJLAR Tfl THE CONTC5UR LO CREATE A "J - HOQK . ° THE "J -HOOK " 5 '" MfN EXTENdII� G PERPEMQICULRR TO THE COfvr4UR SHOULD BE OF 5CIFFICI�NT LEN �TH TCl KEEP RUNOFF FROM FL�WIhJG AROUhJD THE EhJ6 0'F THE SILT FENCE �TYPICALLY � 0 ' - 2Q' } . NO . REVISION DATE INIT � $ „ 7 SILT FENCE 5F#ALL BE IN5TALLED PRIOR TO AfVY LAh��D DISTURBIhIG ACTIVITIES . 1 CLIENT & TOWN COMMENTS 5/ 16/22 AT LEfi.5T 1C7 " � MIN OF SILT FEfJCE S1LT FENGE MAINTENAMCE NC5TE5 '"T.AIL° ' SFiALL 8E 4 " MIN 1 , Ih� SPECT BMPs EACH W�RI�OAY , AND MAINTRIhJ THEM If4 EFFECTIVE OPERRTING CONOIdION . BURIE6 �VAINT� NAIUCE i7F BMiPs SHOULD BE PROACTIUE, hJ �T REACTIUE. INSPEGT BMPs AS SOON A5 PC�SSI6LE (A�JD ALW�'AYS WITHIN 24 HOLJR'S) FOLLC7INWG A 5T4RM THAT GALJSES SUf� FACE ER � SIflN , AN �D PEFtFDI� M NEGE5SARY hAAINTENANCE . 2 , FREQUENT 065ER'VATION5 AN ❑ MA,INTENANCE ARE NECES5ARY T� MAIhlT,SIN BMPs IN EFFECFIVE C1PEI�ATING CONDITION . INSPECT[C1NS ANO CORRECTIVE MEASURE5 SHClULO BE 51LT FE �J � E DOGLJME �ITE � TH(3ROUGHLY. POSTS SHkLL 0�1ERLAP .3 . �'HEF�E BMPs HAUE FAILEa , f�EPAIR OR REPLACEMEh1T SHOULa 8E INITIAT�� U'POhI AT JOIh1T5 SQ THAT N �� GAPS DISCt}VERY dF THE FAILURE. J+OIN EXIST IN SILT FENCE 4 , SE69MENT ACGUMULATED UPSTREAM aF THE SILT FENCE SHALL BE REFAOV�E� A5 NEEDIED - �IFtST TQ M1AAIMTAIN THE F4�NCTIONALITY OF THE BMP , TYPICALLY VWHEN flEPTH OF ACCUMIVLAlE� 5EDIMENT5 IS APPR{JXIMATELY B'� � R6TATE 5 R�PAIR C}R REPLACE �ILT FENCE WHEN THERE ARE �pGNS OF WEAR , 5UCH AS 5AGGIN � , Y SECC7M0 TEARIIVG , �R �Cf7LLl�PSE . � m POSTS 5HALL BE JOINEO ,hS � 6 , �ILT FEIVCE IS TO REMAdfV IPJ PLACE UNTIL THE UPSTREAhE DISTURBE[] bREA IS 5TABILIZED � SH�JWN , rt1EN RQT.4TEE7 18C] C7EG. THICKME55 flF GECITEXTILE HAS ANp RPpR{}VED BY THE LOCAL Jl] ft15aICTIOfV , OR IS REPPA�EC] BY RN E�UI�+ALEf� T PE;41h� ETER DATE : 1/ 14/22 M IN DIRECTNON ShiOVPN ANC3 ORIVEN 3EEN EXAGGERArEO . TYP SEaIMENT CC�NTRO'L BMP , � iNr4 THE c� aur�o DRAWN BY : TRC r; 7 , k�JHEN SILT FENCE IS REM �VE� , ALL DISTLIRBE� AREAS SHALL BE C4�VERED 4�fI �FP T� PSOIL , N SECTIO �J A SEE[JE� AN � MIJLCHED OR OTHERWISE 5TABILIZE � A5 AP�RCrVED BY �L�CAL � �, � �s��cr��r, , ENGINEER : KB 0 N N ( �ETC&L k6APTED FROhA TOWN DF PARKER, COLaRAdO AFJ6 CITY QF A�RQRA, N�T AVCJLA9LE IIti1 AUTC➢Cp�) APPR0VED BY : --- � � � NOTE : MAM1[Y JURISDICTIQN5 HAV£ BMP DETAILS TFkAT VARY FROM UDFCO 5rANdARD DETAI �LS . PR0� ECT PHASE : � CDNSUL7 '4�IT�1 LaCA�L JURISDICTUQN5 AS T4 WHICH QETAIL 5H (JUL6 B�E USEQ WHEf� N � F 1 . SILT FENCE o� �r� � Er�cEs ,wRE �vorEa . � USR PLANS 0 o SCALE : � NONE � M M N SHEET N0 . : � November 2010 Urban Drainage and Flood Control Disn-ict SF-3 SF-4 UrUan Drainage and Flood Cont�-ol District November 2010 � -� � Urban Storm Drainage Criteria Manual Vohune 3 Urban Stoi-m Drainage Criteria Manual Volume 3 � � Q U EROSION CONTROL NOTES PROJECT DESCRIPTION GENERAL NOTES THE PROJECT INVOLVES THE CONSTRUCTION OF A PHOTOVOLTAIC SOLAR PANEL SYSTEM WITH ALL RELATED ACCESS 1 . ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PERFORMED IN ACCORDANCE WITH THE " URBAN STORM ROADS, UTILITIES, SITE PREPARATION , DEMOLITION , AND EROSION AND SEDIMENTATION CONTROL MEASURES . THE DRAINAGE CRITERIA MANUAL" ( LATEST REVISION ) . PROJECT IS LOCATED SOUTH EAST OF MILLIKEN , COLORADO . THE PROJECT WILL OCCUPY APPROXIMATELY 28. 51 ACRES . CLOUDBREAK 2 . ALL DISTURBED AREAS SHALL BE KEPT TO A MINIMUM . FINAL GRADING AND RESTORATION SHALL BE ACCOMPLISHED WATER EROSION CONTROL MEASURES AS SOON AS PRACTICAL. WWW . CLOUDBREAKENERGY. COM EROSION AND SEDIMENT CONTROL MEASURES SHALL CONSIST OF GEOTEXTILE FABRIC, PERMANENT SEED MIXTURE, 3 . EROSION AND SEDIMENT CONTROL STRUCTURES SHALL BE INSTALLED PRIOR TO SITE WORK. IF IT IS NOT POSSIBLE TO EROSION CONTROL BLANKET, WATERPROOF PLASTIC MEMBRANE, FILTER SOCKS, OR A WOVEN FABRIC ( SILT FENCE ) . ALL DO SO, THE OWNER' S REPRESENTATIVE SHALL BE NOTIFIED IN ORDER TO MAINTAIN THE INTEGRITY OF DESIGN . MATERIAL SHALL BE NEW AND FREE FROM DEFECTS THAT WOULD COMPROMISE THE EFFECTIVENESS OF THE CONTROL MEASURES, AFTER COMPLETION , ALL MATERIAL SHALL BE DISPOSED OF PROPERLY. LOCATION OF EROSION AND SEDIMENT 4 . EROSION CONTROLS SHALL REMAIN IN PLACE AND BE MAINTAINED FOR THE DURATION OF THE PROJECTTO LIMITTHE CONTROL STRUCTURES CAN BE SEEN ON THE SITE PLAN (SEE LEGEND FOR CONTROL STRUCTURE SYMBOL) . NOTE : ALL MOVEMENT OF SILTATION AND SEDIMENTS FROM ENTERING EXISTING DRAINAGE SYSTEMS OR FROM LEAVING THE WATER CONTROL MEASURES ARE LOCATED DOWN - GRADIENT FROM DISTURBED STREET. IF TOPSOIL IS TO BE STORED IN PARCEL. ANY ACCUMULATED SEDIMENTS ARE TO BE REMOVED FROM THE EROSION CONTROLS AND DISPOSED OF AN AREA NOT SHOWN ON THE SITE PLAN , DUE TO UNFORESEEN EVENTS, PRIOR TO STORING , THE DOWN - GRADIENT PROPERLY. ADDITIONALLY, ALL EROSION CONTROLS ARE TO BE INSPECTED AFTER A STORM EVENT AND THE PERIMETER OF THE STORAGE AREA SHALL BE PROPERLY PROTECTED PER THE SPECIFICATIONS DETAILED ON THIS PLAN . CONTROLS REPLACED OR ARMORED AS NECESSARY AND ACCUMULATED SEDIMENTS REMOVED . TRC Companies , Inc. 700 Hi hlander Blvd . � 9 5 . ADDITIONAL EROSION CONTROLS ARE TO BE UTILIZED AS NECESSARY AND AS DIRECTED BY THE OWNER' S �/ Ste . 210 WIND EROSION CONTROL MEASURES Arlington , TX 76015 REPRESENTATIVE TO LIMIT SEDIMENTS FROM DISCHARGING TO ADJACENT PROPERTIES OR INTO EXISTING DRAIN Tel : 817-522- 1000 DURING DRY WEATHER CONDITIONS, DISTURBED AREAS SHALL BE PROTECTED AGAINST WIND EROSION , DUSTY AREAS SYSTEMS. www.trccompanies .com SHALL BE SPRAYED WITH WATER TO PREVENT WIND- BORNE PARTICLES . 6 . A RESERVE AMOUNT OF EROSION CONTROLS ARE TO BE KEPT ON -SITE AT ALLTIMES. STAMP : CONSTRUCTION LITTER CONTROL 7 . CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED FOR A DURING CONSTRUCTION , ALL WRAPPINGS, BOXES, SCRAPS OF BUILDING MATERIAL, AND OTHER LITTER ITEMS SHALL BE MINIMUM AMOUNT OF TIME BEFORE THEY ARE COVERED, SEEDED OR OTHERWISE STABILIZED TO PREVENT EROSION . DISPOSED OF PROPERLY BY USE OF A DUMPSTER OR CARTED AWAY. THE SITE SHALL BE INSPECTED AND CLEANED DAILY INTERIM REVIEW DURING CONSTRUCTION . 8 . TEMPORARY STOCKPILING OF MATERIALS RELATED TO THE CONSTRUCTION ACTIVITIES ARE TO BE PROPERLY DOCUMEN TS STABILIZED, PROTECTED AND DEMARCATED TO LIMIT MOVEMENT OF MATERIAL INTO STORM DRAIN SYSTEM OR ON TYPICAL CONSTRUCTION SEQUENCE TO ADJACENT PARCELS. NOT INTENDED FOR CONSTRUCTION , BIDDING, PRIOR TO THE DEVELOPMENT OF THE PARCEL, EROSION AND SEDIMENT CONTROL STRUCTURES SHALL BE INSTALLED AS 9 . REFUELING AND ANY WORK ASSOCIATED WITH THE MAINTENANCE OF CONSTRUCTION EQUIPMENT TO BE OR PERMITTING PURPOSES SHOWN ON PLAN . A TYPICAL SEQUENCE OF DEVELOPMENT IS: PERFORMED IN COMPLIANCE WITH APPLICABLE REGULATIONS . KELSEY BLAISDELL , P . E . 1 . PRIOR TO STARTING ANY WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY APPROPRIATE AGENCIES AND SHALL 10 . THE AREAS OF CONSTRUCTION SHALL REMAIN IN A STABLE CONDITION ATTHE CLOSE OF EACH CONSTRUCTION DAY. CO LIC . # 49698 INSTALL, EROSION CONTROL MEASURES AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL OBTAIN ALL PERMITS, EROSION CONTROLS SHALL BE CHECKED AT THIS TIME AND MAINTAINED OR REINFORCED IF NECESSARY. `J � 1 6 � 2022 NOTIFY TOWN OFFICIALS OF CONSTRUCTION COMMENCEMENT, AND SUBMIT CONSTRUCTION TIMETABLE . 11 . UTILIZE APPROPRIATE DEWATERING SYSTEMS AND TECHNIQUES TO MAINTAIN THE EXCAVATED AREA SUFFICIENTLY 2 . ON-SITE CONSTRUCTION SEQUENCE SHALL START WITH THE MINIMUM AMOUNT OF CLEARING REQUIRED TO INSTALL DRY FROM GROUNDWATER AND/OR SURFACE RUNOFF SO AS NOT TO ADVERSELY AFFECT CONSTRUCTION EROSION CONTROL MEASURES AS SHOWN ON PLAN . THIS INCLUDES, SILTATION FENCING , ANTI -TRACK PADS PROCEDURES OR CAUSE EXCESSIVE DISTURBANCE OF UNDERLYING NATURAL GROUND . (STABILIZED CONSTRUCTION ENTRANCE ) , AND OTHER MEASURES NOTED ON THE PLAN . NO WORK SHALL TAKE PLACE UNTIL THE OWNER' S REPRESENTATIVE HAS INSPECTED AND APPROVED INSTALLED MEASURES . CONSTRUCTION SHALL 12 . WATER FROM THE TRENCHES AND EXCAVATIONS SHALL BE DISPOSED OF IN SUCH A MANNER AS TO AVOID PUBLIC START ON THE DOWNGRADIENT SIDE OF THE PROPERTY AND WORK UPWARD TO EXTENT PRACTICABLE . AFTER NUISANCE, INJURY TO PUBLIC HEALTH OR THE ENVIRONMENT, DAMAGE OR PUBLIC OR PRIVATE PROPERTY, OR � EROSION CONTROL MEASURES ARE INSTALLED THE TYPICAL SEQUENCE SHALL BE AS FOLLOWS : DAMAGE TO PUBLIC OR PRIVATE PROPERTY, OR DAMAGE TO THE WORK COMPLETED OR IN PROGRESS . DO NOT DISCHARGE WATER INTO ANY SANITARY SEWER SYSTEM . SILTATION BARRIERS SHALL BE UTILIZED AS NECESSARY. W a . REMOVE VEGETATION FROM PROPOSED DEVELOPMENTAREA . ALL STUMPS AND WOOD SHALL BE TAKEN WATER FROM TRENCHES AND EXCAVATIONS SHALL NOT BE DISCHARGED DIRECTLY TO STORM DRAIN SYSTEMS . OFF-SITE AND DISPOSED ACCORDINGLY. PROPER TREATMENT TO A SEDIMENTATION AREA IS TO TAKE PLACE PRIOR TO DISCHARGE TO ANY DRAINAGE SYSTEMS . � � � b . STOCKPILING OF WOOD CHIPS MIXED WITH VERY LIMITED AMOUNTS OF TOP SOIL ( E . G . 1 TO 2 INCHES) MAY 13 . THE CONTRACTOR SHALL REPAIR ANY DAMAGE RESULTING FROM THE FAILURE OF THE DEWATERING OPERATIONS OR �I U W � M OCCUR TEMPORARILY AND WILL BE STABILIZED AND SURROUNDED WITH SILT FENCE . FROM FAILURE TO MAINTAIN THE AREAS OF WORK IN SUITABLE DRY CONDITION . � W � � � 14 . PRECAUTIONS SHALL BE TAKEN TO PROTECT NEW WORK FROM FLOODING DURING STORMS OR FROM OTHER CAUSES . � c . PROCEED WITH ALL WORK DEPICTED ON THE DEMOLITION PLAN . Cn � 0 Q GRADING IN THE AREAS SURROUNDING ALL EXCAVATIONS SHALL BE PROPERLY SLOPED TO PREVENT WATER FROM � O � � U �� RUNNING INTO THE EXCAVATED AREA OR TO ADJACENT PROPERTIES, WHERE REQUIRED, TEMPORARY DITCHES SHALL � � d . PREPARE AND COMPACT SUBGRADE AND INSTALL DRAINAGE ( IF ANY) IN ACCORDANCE WITH GRADING PLAN � � � �� BE PROVIDED FOR DRAINAGE . UPON COMPLETION OF THE WORK AND WHEN DIRECTED, ALL AREAS SHALL BE � r � AND STORMWATER MANAGEMENT PLAN . v z z RESTORED IN A SATISFACTORY MANNER AND AS DIRECTED . — e . EXCAVATE SOIL TO THE DEPTH NECESSARY TO CONSTRUCT GRAVEL ACCESS ROAD . � W O � 15 . ALL PIPELINES OR STRUCTURES NOT STABLE AGAINST UPLIFT DURING CONSTRUCTION OR PRIOR TO COMPLETION � � � U O g . INSTALL CONCRETE UTILITY PADS, FOOTINGS, PHOTOVOLTAIC PANELS, UTILITY POLES, OVERHEAD ELECTRIC, SHALL BE THOROUGHLY BRACED OR OTHERWISE PROTECTED . - Q � ELECTRICAL CONDUITS, FENCE AND GATES. LL � � N � 16 . DO NOT EXCAVATE UNTIL THE DEWATERING SYSTEM IS OPERATIONAL AND THE EXCAVATION MAY PROCEED WITHOUT � w h . INSTALL EROSION CONTROL MATTING ON ALL SLOPES OF 3 : 1 OR GREATER ( IF ANY), THEN SEED AND MULCH PER DISTURBANCE TO THE FINAL SUBGRADE . � O M � THE REVEGETATION PLAN PROVIDED ON THIS SHEET. (� 11'� 17 . UNLESS OTHERWISE SPECIFIED, CONTINUE DEWATERING UNINTERRUPTED UNTIL THE STRUCTURES, PIPES, AND i . LOAM AND SEED ALL REMAINING DISTURBED AREAS . APPURTENANCES TO BE BUILT HAVE BEEN PROPERLY INSTALLED, WHERE SUBGRADE MATERIALS ARE UNABLE TO MEET W THE SUBGRADE DENSITY REQUIREMENTS DUE TO IMPROPER DEWATERING TECHNIQUES, REMOVE AND REPLACE THE (� j . REMOVE ALL EROSION AND SEDIMENT STRUCTURES AFTER FINAL ACCEPTANCE . IF STABILIZATION DOES NOT MATERIALS AS DIRECTED BY THE OWNER' S REPRESENTATIVE . � OCCUR ( INCLUDING DUE TO SEASONAL CONDITIONS) IN ALL AREAS BEFORE CONTRACTOR HAS SATISFIED ALL 18 . ALL RUNOFF FROM THE DISTURBED AREA SHALL BE CONTROLLED AND FILTERED . NON -WOVEN SYNTHETIC FIBER OTHER CONDITIONS TO FINAL ACCEPTANCE, CONTRACTOR SHALL PROVIDE A PLAN ( INCLUDING APPROPRIATE FILTER FABRIC, HAY BALES OR SILTATION FENCE SHALL BE USED IN THE AREAS SHOWN ON THE SITE PLAN AND PERFORMANCE ASSURANCES) TO THE OWNER 'S REPRESENTATIVE TO REMOVE SUCH EROSION CONTROL INSTALLED AS SHOWN OF THIS PLAN . MEASURES AFTER STABILIZATION (AND ALLOWING CONTRACTOR TO ACHIEVE FINAL ACCEPTANCE ), FOR PROJECT NUMBER : ACCEPTANCE IN THE SOLE AND ABSOLUTE DISCRETION BY THE OWNER 'S REPRESENTATIVE . 19 . CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTATION OF SEDIMENT AND EROSION CONTROL MEASURES. THIS 434718 DURING THIS TIME ALL EROSION AND SEDIMENT STRUCTURES SHALL BE MAINTAINED IN PROPER WORKING ORDER . RESPONSIBILITY INCLUDES THE ACQUISITION OF MATERIALS, INSTALLATION , AND MAINTENANCE OF EROSION AND DISTURBED AREAS SHALL BE KEPT TO A MINIMUM AND SHALL ONLY TAKE PLACE WHERE IMMEDIATELY REQUIRED TO SEDIMENT STRUCTURES . THE COMMUNICATION AND DETAILED EXPLANATION TO ALL PEOPLE INVOLVED IN THE SITE SHEET TITLE : FURTHER CONSTRUCTION . IT IS DESIRABLE FROM AN EROSION PREVENTION CONCERN TO MINIMIZE DISTURBED AREAS. WORK OF THE REQUIREMENTS AND OBJECTIVE OF THE EROSION AND SEDIMENT CONTROL MEASURES . FINAL GRADING AND SEEDING SHALL TAKE PLACE AS SOON AS PRACTICAL. 20 . THE OWNER' S REPRESENTATIVE SHALL BE NOTIFIED OF ANY PROPOSED ALTERATION TO THE EROSION AND SEDIMENT E ROS I O N & S E D I M E NT A RAIN GAUGE SHALL BE PLACED AT THE PROJECT IN A WORKABLE LOCATION AND MONITORED DURING RAINFALL PERIODS CONTROL PLAN PRIOR TO ALTERING, IN ORDER TO ENSURE THE FEASIBILITY OF THE ADDITION , SUBTRACTION , OR UNTIL ALL DISTURBED AREAS ARE STABILIZED . IN THE EVENT THERE IS A RAINFALL GREATER THAN %z" IN A 12 HOUR PERIOD, CHANGE IN THE PLAN . CONTROL N OTES ALL EROSION CONTROL MEASURES SHALL BE CHECKED AND REPAIRED AS REQUIRED . IF NO RAIN GAUGE IS USED, ALL EROSION CONTROL MEASURES SHALL BE CHECKED AFTER ALL RAINFALL EVENTS . SHEET SIZE : AN INSPECTION FORM SHALL BE PROVED TO THE CONTRACTOR BY THE OWNER' S REPRESENTATIVE TO BE FILLED OUT EVERY ARCH �� D �� WEEK OR AFTER EACH RAINFALL EVENT OF 1/2" OR GREATER . 24 �� X 3F �� ( 610 x 914 ) � y2» ,� �, MULCH MULCH SHALL CONSIST OF STRAW . IT SHALL BE APPLIED AT A RATE OF 1 . 5 - 2 .0 TONS PER ACRE, OR 70 - TO 90 POUNDS I SS U E D FOR PE RM ITTI N G ( 1- 1/2 - 2 BALES) PER 1000 SQUARE FEET ( 31 . 6' X 31 . 6' ) . ALL MULCH MATERIAL SHALL BE FREE FROM WEEDS AND COARSE MATTER . ALL REQUIRED GRADING SHALL BE COMPLETE PRIOR TO PLACEMENT OF MULCH . APPLICATION OF MULCH NOT FOR CONSTRUCTION MATERIAL SHALL BE BY HAND OR MACHINE AND UNIFORM IN THICKNESS . MULCH MATERIAL SHALL BE ANCHORED IMMEDIATELY AFTER APPLICATION TO MINIMIZE WINDBLOWN DISTURBANCE . ANCHORING SHALL BE BY MECHANICAL DEVICE OR LIQUID MULCH BINDER DURING MULCH APPLICATION . NO . REVISION DATE INIT 1 CLIENT & TOWN COMMENTS 5/ 16/22 L � Y � } m � � N DATE : 1/ 14/22 0 � � N DRAWN BY : TRC � ENGINEER : KB N � APPROVED BY : --- � PROJECT PHASE : z USR PLANS � w U SCALE : � NONE M M � SHEET NO . : � � L �� 1 .� ,C L � � � Q U 4825199 05/06/2022 08:55 AM Total Pages: 2 Rec Fee: $23.00 Carly Koppes - Clerk and Recorder, Weld County , CO LEGAL DESCRIPTION, LOT A BEING A PORTION OF THAT TRACT OF LAND CONVEYED TO ARTHUR M. AND KAREN R. GRIFFITHS IN RECEPTION NO. 2534854 OF THE OFFICIAL PUBLIC RECORDS OF WELD COUNTY, COLORADO AND BEING A PORTION OF THE N/2, S/2 AND A PORTION OF THE SW/4, SW/4 OF SECTION 3, TOWNSHIP 4 NORTH, RANGE 67 WEST, WELD COUNTY, COLORADO AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING: ATA FOUND 3/4" REBAR WITH A 2 1/2" ALUMINUM CAP STAMPED LS 7242 FOR THE WEST QUARTER CORNER OF SECTION 3, T4N, R67W, 6TH PRINCIPAL MERIDIAN, WELD COUNTY, COLORADO. THENCE: S 89° 02' 49" E, 33.00 FEET ALONG THE NORTH LINE OF THE NW/4, SW/4 OF SAID SECTION 3 TO THE TRUE POINT OF BEGINNING FOR THIS DESCRIPTION, FROM WHICH A FOUND 5/8" IRON ROD WITH A PLASTIC CAP STAMPED PLS 20676 BEARS: S 00° 07' 24" W, 30.00 FEET. THENCE: S 89° 02' 49" E, 1243.39 FEET ALONG THE NORTH LINE OF THE NW/4, SW/4 OF SAID SECTION 3 TO A FOUND 3/4" REBAR WITH A 3 1/4" ALUMINUM CAP STAMPED LS #7242 FOR THE NORTHEAST CORNER OF SAID NW/4, SW/4. THENCE: S 89° 02' 57" E, 903.57 FEET ALONG THE NORTH LINE OF THE NE/4, SW/4 OF SAID SECTION 3 TO A POINT IN THE CENTERLINE OF THE BIG THOMPSON DITCH. THENCE: SOUTHEASTERLY ALONG THE CENTERLINE OF THE BIG THOMPSON DITCH, APPROXIMATED BY THE NEXT 31 COURSES AND DISTANCES: S 38° 28' 04" E, 92.49 FEET. S 58° 58' 31" E, 112.69 FEET. S 41° 28' 44" E, 81.87 FEET. S 29° 56' 18" E, 30.16 FEET. N 11° 13' 33" E, 93.46 FEET. S 09° 17' 01" E, 73.74 FEET. S 22° 37' 12" E, 36.39 FEET. S 36° 25' 51" E, 36.53 FEET. S 41° 17' 05" E, 38.18 FEET. S 25° 22' 40" E, 60.41 FEET. S 51° 20' 25" E, 120.98 FEET. S 76° 36' 27" E, 90.64 FEET. S 64° 23' 52" E, 74.49 FEET. S 86° 01' 21" E, 48.75 FEET. S 61° 15' 08" E, 82.22 FEET. S 67° 38' 14" E, 30.64 FEET. S 64° 29' 10" E, 34.12 FEET. S 58° 51' 40" E, 39.25 FEET. S 79° 38' 01" E, 58.34 FEET. N 86° 00' 59" E, 154.70 FEET. N 84° 20' 26" E, 111.87 FEET. N 78° 01' 07" E, 24.61 FEET. N 85° 57' 38" E, 27.15 FEET. S 80° 29' 14" E, 173.58 FEET. S 89° 25' 24" E, 39.42 FEET. S 75° 09' 08" E, 58.71 FEET. S 85° 04' 29" E, 46.73 FEET. S 76° 30' 55" E, 61.88 FEET. S 85° 05' 04" E, 42.28 FEET. S 84° 05' 38" E, 29.24 FEET. S 65° 38' 26" E, 39.32 FEET TO THE NORTHWEST CORNER OF PARCEL 2 AS MENTIONED IN RECEPTION NO. 4501397 OF THE OFFICIAL PUBLIC RECORDS OF WELD COUNTY, COLORADO. BOUMARYSC VEYOF A FORT/0A FTHE 21`,t, -V2 AN A J'O TIO JFTHE S r//4, Sir//4, SEC C 3 T4X R97J 9THP IiC/FL MERLOMX IEL COUiTI/ COLORADO THENCE: S 02° 00' 00" E, 521.14 FEET ALONG THE WEST LINE OF SAID PARCEL 2 TO A POINT IN THE SOUTH LINE OF THE NW/4, SE/4 OF SAID SECTION 3. THENCE: N 89° 08' 26" W, 1259.40 FEET ALONG THE SOUTH LINE OF SAID NW/4, SE/4 TO A FOUND 3/4" REBAR WITH A SET 3.1/4" ALUMINUM CAP STAMPED PLS 37945 FOR THE SOUTHWEST CORNER OF SAID NW/4, SE/4. THENCE: N 89° 07' 49" W, 1300.19 FEET ALONG THE SOUTH LINE OF THE NE/4, SW/4 OF SAID SECTION 3 TO A FOUND 3/4" REBAR WITH A 3 1/4" ALUMINUM CAP STAMPED LS 7242 FOR THE SOUTHWEST CORNER OF SAID NE/4, SW/4. THENCE: N 62° 38' 25" W, 78.96 FEET TO A SET 5/8" IRON ROD WITH A CAP STAMPED PLS #37945. THENCE: N 88° 02' 49" W, 1197.63 FEET TO A SET 5/8" IRON ROD WITH A CAP STAMPED PLS #37945. THENCE: N 00° 07' 24" E, 1254.90 TO THE POINT OF BEGINNING. CONTAINING 90.42 ACRES, MORE OR LESS. Vttta1st LOCATION MAP (NOT TO SCALE) y Read 46 1 , Sources: Esri, HERE, DeLorme, USGS, Intermap, INCREMEN R,iNBFan,;, t Esri Japan, MET], Esri China (Hong Kong), Esri Korea, Esri (Thailand), Mapmylndia, NGCC, © OpenStreetMap contributors, and the GIS User- Community LEGAL DESCRIPTION, LOT B BEING A PORTION OF THAT TRACT OF LAND CONVEYED TO ARTHUR M. AND KAREN R. GRIFFITHS IN RECEPTION NO. 2534854 OF THE OFFICIAL PUBLIC RECORDS OF WELD COUNTY, COLORADO AND BEING A PORTION OF THE SW/4, SW/4 OF SECTION 3, TOWNSHIP 4 NORTH, RANGE 67 WEST, WELD COUNTY, COLORADO AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING: ATA FOUND 3/4" REBAR WITH A 2 1/2" ALUMINUM CAP STAMPED LS 7242 FOR THE WEST QUARTER CORNER OF SECTION 3, T4N, R67W, 6TH PRINCIPAL MERIDIAN, WELD COUNTY, COLORADO. THENCE: S 89° 02' 49" E, 33.00 FEET ALONG THE NORTH LINE OF THE NW/4, SW/4 OF SAID SECTION 3 TO THE TRUE POINT OF BEGINNING FOR THIS DESCRIPTION, FROM WHICH A FOUND 5/8" IRON ROD WITH A PLASTIC CAP STAMPED PLS 20676 BEARS: S 00° 07' 24" W, 30.00 FEET. THENCE: S 00° 07' 24" W, 1254 FEET ON A LINE 33.00 FEET EAST OF AND PARALLEL TO THE WEST LINE OF THE NW/4, SW/4 OF SAID SECTION 3 TO A SET 5/8" REBAR WITH A PLASTIC CAP STAMPED PLS #37945 AND BEING THE TRUE POINT OF BEGINNING FOR THIS DESCRIPTION. THENCE: S 88° 02' 49" E, 1197.63 FEET TO A SET 5/8" REBAR WITH A PLASTIC CAP STAMPED PLS #37945 THENCE: S 62° 38' 25" E, 78.96 FEET TO A FOUND 5/8" IRON ROD WITH A 3-1/4" ALUMINUM CAP STAMPED LS #7242 FOR THE NORTHEAST CORNER OF THE SW/4, SW/4 OF SAID SECTION 3. THENCE: S 00° 54' 27" E, 1231.76 FEET ALONG THE EAST LINE OF SAID SW/4, SW/4 TO A SET 5/8" IRON ROD WITH A PLASTIC CAP STAMPED PLS #37945. THENCE: N 89° 12' 05" W, 1289.48 FEET ON A LINE 80.00 FEET NORTH OF AND PARALLEL TO THE SOUTH LINE OF SAID SW/4, SW/4, TO A POINT FROM WHICH A FOUND 1/2" IRON ROD WITH AN UNREADABLE PLASTIC CAP BEARS: N 45° 42' 30" E, 0.23 FEET. THENCE: N 00° 07' 24" E, 1290.74 FEET ON A LINE 33.00 FEET EAST OF AND PARALLEL TO THE WEST LINE OF SAID SW/4, SW/4 TO THE, POINT OF BEGINNING. CONTAINING 37.46 ACRES, MORE OR LESS. LEGAL DESCRIPTION OF ACCESS EASEMENT TO LOT B BEING A 30 FOOT WIDE ACCESS EASEMENT IN THE NW/4, SW/4, SECTION 3 T4N, R67W, 6TH PRINCIPAL MERIDIAN, WELD COUNTY, COLORADO AND BEING 15 FEET ON BOTH SIDES OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING ATA FOUND 3/4" REBAR WITH A 3-1/2" ALUMINUM CAP STAMPED LS 7242 FOR THE NORTHEAST CORNER OF THE NW/4, SW/4 OF SAID SECTION 3. THENCE: N 89° 02'49" W, 287.92 FEET ALONG THE NORTH LINE OF SAID NW/4, SW/4 TO THE TRUE POINT OF BEGINNING. THENCE: S 06° 51' 54 E, 178.97 FEET. THENCE: S 03° 10' 47" E, 47.17 FEET. THENCE: S 03° 09' 13 W, 158.54 FEET. THENCE: S 12° 49' 54" W, 80.51 FEET. THENCE: S 03° 58' 05" W, 75.62 FEET. THENCE: S 00° 08' 38" E, 734.45 FEET TO THE POINT OF TERMINATION. SAID POINT BEING S 13° 03' 41" W, 1300.32 FEET FROM THE POINT OF COMMENCEMENT. CONTAINING 1275.26 FEET OR 77.29 RODS. NOTE SEE SHEET 2 OF 2 FOR BOUNDARY SURVEY PLAT REFERENCE DOCUMENTS (R1) -ARTHUR M. GRIFFITHS, LOT B OF RECORDED EXEMPTION NO.1059-03-3-RE-1772, RECEPTION NO. 2502334, OPRWCC. (VESTING DEED FOR SUBJECT PARCEL). (R2) -ARTHUR M. GRIFFITHS, LOTAOF RECORDED EXEMPTION NO.1059-03-3-RE-1772, RECEPTION NO. 2502334, OPRWCC. (R3) - SPECIAL WARRANTY DEED TO SPAUR, LLC, RECEPTION NO.4087084, OPRWCC. (R4) - BARGAIN AND SALE DEED TO COULSON EXCAVATING, INC., RECEPTION NO. 4414861, OPRWCC. (R5) - QUIT CLAIM DEED TO DAVID TERRELL AND KATHRYN TERRELL, RECEPTION NO. 3331958, OPRWCC. (R6) - SPECIAL WARRANTY DEED TO BOULDER SCIENTIFIC LAND, LLC, RECEPTION NO. 4501397, OPRWCC. (R7) - QUIT CLAIM DEED TO BINDER FAMILY FARMS, LLC, RECEPTION NO. 2920323, OPRWCC. (R8) - SPECIAL WARRANTY DEED TO COLORADO SWEET GOLD, LLC, RECEPTION NO. 3619898, OPRWCC. (R9) - RIGHT OF WAY FOR COUNTY ROADS 30 FEET ON EITHER SIDE OF SECTION AND TOWNSHIP LINES, AS ESTABLISHED BY THE BOARD OF COUNTY COMMISSIONERS FOR WELD COUNTY , RECORDED OCTOBER 14, 1889 IN BOOK 86 AT PAGE 273, OPRWCC. (R10) - TERMS, CONDITIONS AND PROVISIONS OF EASEMENT RECORDED SEPTEMBER 01, 1955 AT RECEPTION NO. 1212561, OPRWCC. NO APPARENT DITCH LINE ON GROUND. REFERENCE MAY HAVE BEEN MADE FOR DITCH LINE ACTUALLY 40-60 FEET SOUTH. CONCRETE BOXES REFERRED TO IN DOC. NOT FOUND. (R11) - RIGHT OF WAY EASEMENT AS GRANTED TO PANHANDLE EASTERN PIPELINE COMPANY IN INSTRUMENT RECORDED DECEMBER 18, 1985, UNDER RECEPTION NO. 2036248, OPRWCC. (R12) - TERMS, CONDITIONS AND PROVISIONS OF EASEMENT RECORDED APRIL 19, 2001 AT RECEPTION NO. 2842084, OPRWCC. (R13) - TERMS, CONDITIONS AND PROVISIONS OF GRANT OF EASEMENT RECORDED JULY 22, 2016 AT RECEPTION NO. 3649273, OPRWCC. LEGAL DESCRIPTION OF TURNOUT EASEMENT #1 BEING A TRIANGULAR SHAPED TURNOUT EASEMENT IN THE NW/4, SW/4, SECTION 3 T4N, R67W, 6TH PRINCIPAL MERIDIAN, WELD COUNTY, COLORADO. AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING ATA FOUND 3/4" REBAR WITH A 3-1/2" ALUMINUM CAP STAMPED LS 7242 FOR THE NORTHEAST CORNER OF THE NW/4, SW/4 OF SAID SECTION 3. THENCE: N 89° 02'49" W, 303.06 FEET ALONG THE NORTH LINE OF SAID NW/4, SW/4 TO THE TRUE POINT OF BEGINNING. THENCE: S 06° 51' 54"E, 30.87 FEET. . THENCE: N 36° 51' 54" W, 38.72 FEET TO A POINT ON THE NORTH LINE OF SAID NW/4, SW/4. THENCE: S 89° 02' 49" E, 19.54 FEET ALONG SAID NORTH LINE TO THE POINT OF BEGINNING. CONTAINING 298.80 SQUARE FEET. LEGAL DESCRIPTION OF TURNOUT EASEMENT #2 BEING A TRIANGULAR SHAPED TURNOUT EASEMENT IN THE NW/4, SW/4, SECTION 3 T4N, R67W, 6TH PRINCIPAL MERIDIAN, WELD COUNTY, COLORADO. AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING ATA FOUND 3/4" REBAR WITH A 3-1/2" ALUMINUM CAP STAMPED LS 7242 FOR THE NORTHEAST CORNER OF THE NW/4, SW/4 OF SAID SECTION 3. THENCE: N 89° 02'49" W, 255.86 FEET ALONG THE NORTH LINE OF SAID NW/4, SW/4 TO THE TRUE POINT OF BEGINNING. THENCE: S 23° 08' 06" W, 33.53 FEET. THENCE: N 06° 51' 54" W, 31.34 FEET TO A POINT ON THE NORTH LINE OF SAID NW/4, SW/4. THENCE: S 89° 02' 49" E, 16.92 FEET ALONG SAID NORTH LINE TO THE POINT OF BEGINNING. CONTAINING 262.70 SQUARE FEET. CLIENT ARTHUR) GW/EFITHS REVISIONS TITLE ROLYBARYSORIVEYOF A PORT/OTHE / S/ AND A PO/MOAT OP THE Sfrez4, SR SEC T4X., 867Itt9T PRDVCIPAL iffERIBIAL HELI2 C00771:: COLORADO R. Howard Daggett, CO PLS #37945 SURVEYOR'S CERTIFICATION THIS IS TO CERTIFY THAT THIS PLAT REPRESENTS A SURVEY PERFORMED ON THE GROUND BY ME OR UNDER MY DIRECT SUPERVISION AND SAID SURVEY COMPLIES WITH THE MINIMUM STANDARDS AND OTHER REQUIREMENTS OF THE COLORADO BOARD OF REGISTRATION FOR ENGINEERS, SURVEYORS AND ARCHITECHS DATE: MARCH 16, 2022 DATE: 11/20/2021 REV. 1 DATE: 12/09/2021 REV. 2 DATE: 02/15/2022 REV. 3 DATE 03/01/2022 REV. 4 BY: BY: BY: BY: RHD DESCRIPTION: PER COUNTY PLANNERS RED LINES RHD DESCRIPTION: PER COUNTY PLANNERS RED LINES RHD DESCRIPTION: PER COUNTY PLANNERS RED LINES RHD DESCRIPTION: REMOVED ACCESS EASEMENT ROADRUNNER SURVEY d N PPiW I1 C 2130 Roadrunner Trl. Riesel, TX 76682 Tele:: (254) 730-7574 Email: info@rsmroadrunner.com FIELD DATE(S): 7/19/2021 - 7/25/2021 PARTY CHIEF RHD DATE PRINTED: TECH: RHD PM: RHD PLS: RHD PROJECT NO. 21052-01 SHEET NO. NO. OF SHEETS 1 2 4825199 05/06/2022 08:55 AM Page 2 of 2 BOUID YSURVEYOF PO TIONOFTHE212 5/2 MO A FOTIO OFTHE SJ /4, Si 4, SEC s, T4X R97J 611I P IiC/FL MERBOL J IEL CO/UN177 COLORADO 28285 O T4N, R67W 14 S4I S3 DATE ILLEGIBLE FND 2.5" AL CAP AS SHOWN ON MONUMENT RECORD, DATED 7/31/2017 POINT OF COMMENCEMENT FOR LOT A AND LOT B 33' WIDE EASEMENT BOOK 73, PAGE 116 (NOTA PART) SPAUR, LLC RECEPTION NO. 4087084, OPRWCC. (R3) SUR T4N, R67W S 1/16 S4I S3 2021 5 COALS #39R NOTHING FND SET #6 RBR, 30" WITH 3.25" AL CAP MARKED AS SHOWN (BURIED 24" DEEP) WEST LINE OF SW 1/4 SPAUR, LLC RECEPTION NO. 4087084, OPRWCC. (R3) CpL JON,DS T4N, R67W S4 S3 S9 S10 2010 S 379 FND 2.5" AL CAP AS SHOWN ON MONUMENT RECORD, DATED 12/31, 2014 h 4 4 4 h- ', 4 I 4 4 h h h h h' 80 i 4 4 4 4 h h 'r N 00° 07' 24" E, 1312.87 FT. N 00° 07' 24" E, 1312.87 FT. COULSON EXCAVATING, INC. RECEPTION NO.4414861, OPRWCC. (R4) N 89° 02' 49" W, 33.00 FT. �cp E & SH O�41/ T4N, R67W W 1I/16 C + C S3 1999 LS #720- FND 3.25" AL CAP AS SHOWN ON MONUMENT RECORD, DATED 7/31/2019 -N 89 02' 49 "- ll=W,-1276:39 FT; _s 1 1 1 1 1 1 IZ 1 1 1 1 1 1 1 j FND #5 RBR W/CAP, STAMPED PLS #20676 BEARS: S 00 07 24 W, 30.00' FROM COR. I 1 1 1 1 1 1 3Hj PROPOSED ACCESS TURNOUT EASEMENT #1, PROPOSED ACCESS TURNOUT EASEMENT #2, ---287.92 FT.- 14 14 1- i I, I I Ill 30'I III III I'I I/ II I1 I I I I 11 1 IT PIPELINE EASEMENT, 50' WIDTH, (R13) Y11/74, S11/74 ACCESS EASEMENT TO LOT B, 30' WIDTH, S 88° 02' 49" E 1197.63 FT LOT LINE 1 30' 1/16 SEC. LINES N; LOT� (sz49Aa EASEMENT ABV. GRND. VALVE ASSMBLY. (R13) G FND #5 RBR W/ YELLOW CAP BEARS: N 45 42 30 E, 0.23' FROM COR S11/74, S11/74 SEWER LINE EASEMENT, 30' WIDTH, (R12) COULSON EXCAVATING, INC. RECEPTION NO.4414861, OPRWCC. (R4) POINT OF COMMENCEMENT ACCESS EASEMENT ABV GRND GAS PIPELINE VALVE ASSEMBLY I 1 L ■ I OIL &GAS WELL HEAD S 62° 38' 25" E, 78.96 FT. j SET #5 RBR W/YELLOW CAP, PLS #37945 AT COR. 1 1 1 S 89!-02157E, 903.57 -FT. PIPELINE EASEMENT, 50' WIDTH, (R11) DITCH EASEMENT, R10 NO SPECIFIED WIDT LJT A (9a424 a #-/-i -i SET #5 RBR W/YELLOW CAP, PLS #37945 BEARS: N 89 02 57 W, 20.00' FROM COR. ON ROW LINE 373.07 FT. >( lx x x i• ••,L3 • •,L4 ;L5 FND 3.25" AL CAP AS SHOWN ON MONUMENT RECORD, DATED 7/31/2018 - L6 I YEA S11/74 PIPELINE EASEMENT, 50' WIDTH, (R13) OIL & GAS PROD. & METER FACILITY 1 1 U. • CO •UL 1000 cy( X N� N p,r)1;:r o ) 0 0 cn0 Z f S _ x >< >< >< >( COLORADO SWEET GOLD, LLC RECEPTION NO. 3619898, OPRWCC (R8). EXIST. RR TRACKS -------------------------------------- ---------------------------------------------- ---------------------------------------- ------------------------------------------- X X X X X X X >( X X X X X X X x x X X X X X X >( >( X >( >( >( >( X >( >( >( >( X >( X >( N 89°12' 05"'W,-1289.48 •FT ■ ■■ ... I= ■■ ■= ■ ■■ -■■� N 89° 07' 49" W, 1300.19 FT, FND 3.25" AL CAP AS SHOWN ON MONUMENT RECORD, DATED 11/19/1999 O■ ■ L7 •`L•8 •`L9 :LI O FND #6 RBR, NO CAP SET 3.25" AL CAP MARKED AS SHOWN ■ O■ II ■ BOULDER SCIENTIFIC LAND, LLC, RECEPTION NO. 4501397, OPRWCC. (R6) >( X X X X >( X X X TOWN OF JOHNSTOWN NO DOCUMENTS FOUND N 89° 08' 26" W, 1259.40 FT, x >( ■ TOWN OF JOHNSTOWN NO DOCUMENTS FOUND 1T2005 4N, R67W E 1/16 C SI13 PEPEK "L LS 33663" 5� C SURVE'IO� FND 3.25" AL CAP AS SHOWN ON MONUMENT RECORD, DATED 7/31/2018 N 89° 02' 19" W, 1338.51 FT, COUIV HOAR 4S-1/2 era ARTHUR M. GRIFFITHS, LOTA OF RECORDED EXEMPTION 1059 -03 -3 -RE 1772, RECEPTION NO. 2502334. (R2) (NOT A PART) I ,,L12 L13 ♦♦ L14 4.♦•r■■I*j♦L16 L17 ,•♦ L18 ♦♦� L19 •♦ L20 L21 ll-1/4 SEC. LINE I ■ I L22 L23 ■■ni•'•1■■aiiL24 BOULDER SCIENTIFIC LAND, LLC, RECEPTION NO. 4501397, OPRWCC. (R6) � I N 89°-12'-05"' VV, -1323.92 FT. N 89 11 51 W,-1323:88 FT--------------------------------------------------------------------- FND 3.25" AL CAP AS SHOWN ON MONUMENT RECORD, DATED 7/31/2019 STA TK B114760 FND #6 RBR, NO CAP SET 3.25" AL CAP MARKED AS SHOWN BINDER FAMILY FARMS, LLC RECEPTION NO, 2920323, OPRWCC (R7) 4w7(SURVF T4N, R67W S3 W1/16 T S10 2021 5 CO LS #3798 47 -o� '8O11(89)) JANICE K. KNAUB RECEPTION NO. 3862455, OPRWCC. (R5) CL BIG THOMPSON DITCH, AKA THOMPSON & PLATTE RIVER DITCH I� L28 •4.■30 ■in■■L 31 W 0 O .. -■■= =■■ ■■ I FND 3.25" AL CAP AS SHOWN ON MONUMENT RECORD, DATED 7/25/2005 ICO I M 0 DAVID TERREL AND KATHRYN TERRELL, RECEPTION NO. 3331958, OPRWCC (R5) Bp R<ccF,oj N R 'C, Np NT/F 150739?, �S0739 , 0,0 ' p'°RpLcc C - Oil' 6) STEEL BLDG. BOULDER SCIENTIFIC LAND, LLC, RECEPTION NO. 4501397, OPRWCC. (R6) SURVEYOR'S CERTIFICATION THIS IS TO CERTIFY THAT THIS PLAT REPRESENTS A SURVEY PERFORMED ON THE GROUND BY ME OR UNDER MY DIRECT SUPERVISION AND SAID SURVEY COMPLIES WITH THE MINIMUM STANDARDS AND OTHER REQUIREMENTS OF THE COLORADO BOARD OF REGISTRATION FOR ENGINEERS, SURVEYORS AND ARCHITECHS R. Howard Daggett, CO PLS #37945 CLIENT ARTHUR) GW/EFITHS 1E3 - TITLE BOUAV YSU VEY A FOR770ff OP THE / 5/ PO/MOAT OP TES /, SRA SEC 74X R67fre9T P C/PAS MEN/MAX HELP C0U : COLORADO NOTE: THE FOLLOWING LINE TABLE REPRESENTS THE COURSES ALONG THE CENTERLINE OF THE BIG THOMPSON DITCH FROM THE NORTH LINE OF NE/4, SW/4, SOUTHEASTERLY TO THE EAST LINE OF THE NW/4, SE/4 LINE BEARING DISTANCE L1 S 38° 28' 04" E 92.49' L2 S 58° 58' 31" E 112.69' L3 S 41° 28' 44" E 81.87' L4 S 29° 56' 18" E 30.16' L5 S 11° 13' 33" E 93.46' L6 S09°17'01"E 73.74' L7 S 22° 37' 12" E 36.39' L8 S 36° 25' 51" E 36.53' L9 S41°17'05"E 38.18' L10 S 25° 22' 40" E 60..41' L11 S 51° 20' 25" E 120.98' L12 S 76° 36' 27" E 90.64' L13 S 64° 23' 52" E 74.49' L14 S86°01'21"E 48.75' L15 S61°15'08"E 82.22' L16 S 67° 38' 14" E 30.64' L17 S64°29'10"E 34.12' L18 S 58° 51' 40" E 39.25' L19 S79°38'01"E 58.34' L20 N 86° 00' 59" E 154.70' L21 N 84° 20' 26" E 111.87' L22 N 78° 01' 07" E 24.61' L23 N 85° 57' 38" E 27.15' L24 S 80° 29' 14" E 173.58' L25 S 89° 25' 24" E 39.42' L26 S 75° 09' 08" E 58.71' L27 S 85° 04' 29" E 46.73' L28 S 76° 30' 55" E 61.88' L29 S 85° 05' 04" E 42.28' L30 S 84° 05' 38" E 29.24' L31 S 65° 38' 26" E 39.32' GENERAL SURVEY NOTES 1). ALL BEARINGS AND DISTANCES SHOWN ON THIS SURVEY ARE BASED ON THE COLORADO STATE PLANE GRID, NORTH ZONE (0501). 2). TO CONVERT FROM GRID DISTANCES TO GROUND DISTANCES DIVIDE GRID DISTANCES BY: 0.9997329801 (COMBINED SCALE FACTOR). 3). (M) - MEASUREMENTS MADE AS PART OF THIS SURVEY. 4). (R#)- SEE REFERENCE DOCUMENTS ON SHEET 1 OF 2. 5). OPRWCC - OFFICIAL PUBLIC RECORDS OF WELD COUNTY, COLORADO. 6). SEE SHEET 1 OF 2 FOR LOCATION MAP, LEGAL DESCRIPTIONS AND REFERENCE DOCUMENTS. DATE 03/16/2022 LEGEND •■■.■■.■ SUBJECT PARCEL BOUNDARY LOT LINE SECTION LINE - QUARTER SECTION LINE - SIXTEENTH SECTION LINE X _ FENCE LINE EASEMENT LINE NOTHING FOUND OR SET • FOUND MONUMENT AS NOTED 5 SECTION CORNER AS NOTED ▪ SET MONUMENT AS NOTED 0 100 200 400 Feet DATE: DATE: DATE. BY: BY: BY: REVISIONS DESCRIPTION: DESCRIPTION: DESCRIPTION: 2130 Roadrunner Trl. Riesel, TX 76682 Tele:: (254) 730-7574 Email: info@rsmroadrunner.com FIELD DATE(S): 7/19/2021 - 7/25/2021 PARTY CHIEF RHD DATE PRINTED: TECH: PM: PLS: RHD RHD RHD PROJECT NO. 21052-01 SHEET NO. NO. 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