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Address Info: 1150 O Street, P.O. Box 758, Greeley, CO 80632 | Phone:
(970) 400-4225
| Fax: (970) 336-7233 | Email:
egesick@weld.gov
| Official: Esther Gesick -
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' _ ' . ^ t ' � � � . ^ +�F �. . rC ' . .. d ' � ' ' :wr � * " ��..�,��'4ti � . . ` i1 �„_. � * . � . —� ' � aJ'�+ "k: Y� � ' • ��� r��. �'l ♦ � � .T � . �'L: I:� L � ��14 Approximate � , �_`� � _ ' � -� - . -_ . ' - � , � � , 9f � - location of the Y = — _ : wa . _�� =��� ;�, ,- �� solar facility. ., , , .�-Y r� SITE � . -� -- �� -_ �� i. . f _ _ � - _ � - � � . ��� � �-� �; ;', � �- - - � ` j - - : � �;,��,. h � , - � I . ' : � � � � I F !I� � � � � � � � � � � � � ` , =s. f� ` . � . � <— _ . ` _ � .. _ . ��_ � _ . . . . � .. - '.. .. . . < _ . e _ . . .. ��y_ _. . � � Tr��! �� .■,� �' ' —�'� ' 4' � ' _ . ' s.,m - . � 4,� _ . - . .��-� �. . ��� rrrr-r- _ 4 �., _ �� M JV _`_ �- ����_ �'�_�_ � ° . Il �. � � . ��� � -..�� �� ���� R�I����\}�� � . � � i '�A 1 �i t � . _ . '�". � r '... • - � . � ` . � . .,. > ���� �� _ . ���� F r . , M ■ - �� —� �•'�T� �+ c �� r t � � � � . . � � � � i � '�11 � - ��- . �` � ' . ,_ �I , �I � ' � � �,y � a���. �-��r -� � �.,.... - .. . � l�'-��� �'�g � . � �sr—� '�a _ Aerial WELD COUNTY, CO Johnstown Comprehensive Plan 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 r+ ;Johnstown Boundary County E Date : 1012112021 Johnstown Future Land Use _ _uftn Trial :a ActVity Carter It ._Sac re -:2:10 Ow Fl=coil JOTITIC1 +iir Bela' roiCLOiiirIty E rufl4N :_ •Ato Low Density/ Intensity Very Low Density/ Intensity Greenway nway Growth Management Area WELD COUNTY, CO Milliken Comprehensive Plan U 2 Milks �r 0140 an .I TTEVI �. rr " - *.i s FRAMEWORK P LAN Town of MfUiken PJin an rd. C.__rawin rbs, Gilrfeer Ara aver ins Residential Lcta1a !Le email l P.N.S!! I Mt go-_tt nil CODIMpattainartiOrIblWit Czretr.ersl1,d Ust leek C rinatf i tlYtesd In ral :gar law. 1 _4 reniS r5titstrtal bliclOptsi Lands rraur r--rt. rid 1ar-ipa rai GM Ma PLig Q&a. : tl€rc Disarivar 2915 FRAMEWORK PLAN Town of Milliken c__ L Municipal Boundaries Urban Growth Area Influence Area Residential Estate Residential Residential Neighborhood Commercial/Employment Commercial/Mixed Use Node Commercial/Mixed Use Downtown Business industria Public Open Lands. Urban Reserve Agriculture I -'mss and Recreation C teen ay Public/Quasi-Public WELD COUNTY, CO Site Plan IPSIF ' ROADWAY SETBACK W O ka 6 w 0 PROP ACCESS ROAD GRI FFITFIS 1 MN, 4ti 40' FUTURE SAN ITARY EASEM ENT (BY OTHERS) County Road 48.5 EX 2 -STY FRAME HO La:= A 5.0' PIPELINE. EASEMENT RECEPTION NO 3649273 EX 24" STEEL CULVERT EX THE ELI N E --i RAVEL DRIVEWAY _ EX SILO EX CONC PAD (4) EX 24" STEEL CULVERT EX 1 -STY OUT BLDG EX DITCH EX CONC PAD DRAINAGE offal EX CONE STRUCTURE —e EX FIELD ROAD EX DITCH PROP ACCESS ROAD OR IF:FITEIS 1 I EX 150' OIL AND GAS SETBACK -I I EX 150' OIL AND GAS, SETBACK EX ABOVE GROUND G,y.S PI PELIN E VALVE ASSEMBLY EX MOBILE K Eft TREELINE IDOWITY ROAD 4=8 1/2 _ I 252' TO NEAREST - OCCUPIED STRUCTURE .1 i i 413' TO NEAREST OCCUPIED STRUCTURE I EX GARAGE EX FIELD ROAD r EX CONC IRRIGATION STRUCTURE I EX 24" STEEL CULVERT 4 I I I 50' PIPELINE EASEMENT PANHANDLE EASTERN PIPELINE COMPANY RECEPTION NO 2036248 r i I i . .5. 1• INO . EX 24" STEEL C:LI LVERT w i :: . ■ . ■ . .. ✓ ■ I I • ..._ u u 9 OF RECORDED EXEMPTION 1D59-03-3-R_E17; 2, RECEPTION ION NO.. ?502334 (90.4 ±AC) EX FIRE HYDRANT (APPROX LOCATION) - - —0 I 50' PIPELINE EASEMENT PANHANDLE EASTERN PIPELINE COMPANY RECEPTION NO 2036248 U 1 sgtde DITCH EASEMENT N O SPECI FLED WiI DTH J — RECEPTION NO 1212561 PROP 6' WIDE S.n./. 727. CI' ALE (WP) -. EX. DITCH —Lll.d1.I• I),r13 g • ■ 1 . ■ II I I s .. X rama era raar I 1 .. I ■ . i i 1 r A i itct_ 63. c gek 'DROP ACCESS ROAD ERFFFTFHS 2 • .. I . . EX FIELD ROAD S@' PIPELINE EASEMENT RECEPTION NO 3649273 Aid JANICE K KNAUB EX OVERHEAD ELECTRIC LINE J I RECEPTION NO. 3862455, OP RWCC 10 0 atO a BIG THOMPSON DITCH (AKA THOMPS0N & PLATTE RIVER DITCH) PROP 6' WIDE - SWALE (TYP) IS a . . • ■ • . . I . . t. teeev PROP FENCE J� S a amp :_ — _ - U 1 IN ■ ■ r __ . ■ r . I aaaaa Ora 9 CLOUDBREAK WWW . CL0UDBREAKENERGY. 00M TRC Companies , Inc. 700 Hi hlander Blvd . � 9 �/ Ste . 210 PARCEL ID # 105903300002 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 , � 1 � . . .� :. 1 . ' 1' � i r .ye I •. - � ' . l • . . SJ . • . , gli� � e � ti ' f,; l ; `��, , a. ;�L�' yr, � � ) . } r. � NOT INTENDED FOR LOT A RECORDED EXEMPTION NO . 1059 -03 -3 - RE 1772 RECORDED JULY 23 1996 AT RECEPTION x� " �*o�' '"� `' � ' � � ' � � � a �� � �` ' ` �` •'� ' . . ` � , . , � � , . \ ,, CASE # : CONSTRUCTION , BIDDING, , , , . �j.� � � �l , � ' • `' . . � , , ' ; � � „� .r �,�-Y •: ; ^� „r � ,, . : ..., . . � OR PERMITTING PURPOSES NO . 2502334 . LOCATED IN THE S 1/2 OF SECTION 3 , TOWNSHIP 4 NORTH , RANGE 67 WEST OF ' `� -°�, ,� a . ' ; ' ,� ` . :,�.� ` ��` �' � r r � ` �r{ � _ '� ° � , PARCEL # � 105903300002 � � /j(��' y�}��' , 3�. • -, S , � , R , . , �ri �� * .. � � • t J. � ' Y .\ i � il . wf �[._A l 1 an ♦ � � � Z F� {i � � � !' � � �� { !'�� • e- . .n:�--`�. — -_ .� � . � -..L,,: = . . �'. : �`I�. n . N r., a� ;�' a � • '� , � , THE 6TH P . M . , COUNTY OF WELD, STATE OF COLORADO . $� , �K •�_�. , � , r _ , . , F , �r. : -��� `�,� ��, �� "`,'�' a �; ' ZONE DISTRICT : A (AGRICULTURAL) KELSEY BLAISDELL , P . E . �� + r � * i ' P •�r'S f � �1+, Y� ' • . ' �• � A� . � , . u , i �• ' R� . • � � , � � � � , !�a , . � \ '�►' ;`�� � MAD RUSSIAN ` : r� � � . � � �, , ' t �,, '� PROPERTY ADDRESS � 9216 COUNTY ROAD 48 5 JOHNSTOWN CO 80534 CO LIC . # 49698 A� � � �'�� � � � ��...'�'�' ' "„`{`� .,; � ��'''�' 4 SUBDIVISION � : ,� ; . :, } ,. ,, � .. �rs,� ; � , ,� ; . � 4 � � � ` � � � i 1� �}. � �� � � � ' ,! a � '!� I 1 � • s9l� t` ` a . � � � v . "�� l � S { ' *� S � � � 1 I ��: .� ' i� . • � � � � � O � �� � . — �ry" A�.. S J'� � _ - . a� , �• ' l ` � . � � 1•y . � � y , :��,,,,. .�:� , ,. . , . . ' ' �- ;� � PROPERTY ARE 9 2 AC 8 � 19 � 2022 , O • Y�, i ' .k (ri .r � .�. � ��. "� V� ♦ ♦ ` '-�. "� � : . :�N��.,���d •� ' iiY.dl4 ' . � i , '� . . ' � -p� � � � , e 1 . ' � + • .� �• •' �� . Z � . � P, . � � • • � .� f� ��..�'���`•a' �,,.� �' .l . . . : . .< f t " � r' . . � - - •- ,. .,�• ,, �; , . - - � � � . , ,.� . . _� , � �, ., . � , , �. . - . . , f <, . � E ..�(� . , �. , . . ,. ,. , ' � _ . ,� � T� � SOLAR GARDEN AREA . 21 . 88 AC � �♦ � � i . -� ��` ✓ � ' � ft 4 L� n ���"�� ` '. \ .l r i.�4�/� /�.�� '.- � . h� .•. � /, �. �♦ Y �� ' 1 . s�� 4 �pry ? y��,,,�_+ . �.� , �\ �. K t t� l ' � � `.� .. , � � t_ 5 . � ` fi • '�A • �r � � . ��, i � �E'` +�• ,�'.. _ , cv � ° Y '� � � .�� ' LEASE AREA : 50 . 82 AC �p„ i '�' � '� 1� � `a .�y 1 'C. �� � +.�, � 1t�,�1�'fi'. � . � SYSTEM SIZ 5 MW il\� � ! � � ` i _ i�� 'I�i l �r�� '� .- � / tl �; � �i � `� � . . ` `I � /x � • � h�'� ti . �1 • 1 � . ,� � , �` , t E . ac . F a- :_ ,, ,�f r , , , ��t„ A . r .�• • y: - ;_ �M ' i�< e � � " ��� ' I � • . , �f • � , � .. � +r : � - � �, . � ti , . � �� . , , , � : � . �., ��.� „ . � `!� ,�� �' : � � � TOTAL MODULES . 11 , 112 ( 450W HELIENE 144HC M6 BIFICIAL MODULES ) �-, ; +1!, ; , _ ., , ,. . , r� ; _ , � rl ."� « . - , , , �. . y • �,'�' � �'e° � . . � � ,, � � � � ` . � , , ::� . •�,� {y.,;: , �'��y�.- �� �� INVERTER RACK . CHINT 125kW INVERTERS OR SIMILAR EQUIPMENT ,�•. Y �` ' -'� � �S� y `�' ' �/� �) y � . � � . � � 5 - 1 � ;/� • I � � _ ..�� '\� � � J � i ��{��� 1 .. � 1 • _ � • _r ,� I� . . , � .�-•s• � - • (� f�jr1 3�. ; . � • . —� � ��,� -�` 7 :: - • � r � :� � , � MOUNTING SYSTEM : ARCTECH SKYLINE II SINGLE -AXIS SYSTEM TRACKERS �y +�Fw. 1 7 • F�� . ,' ,'L� , • � # � � J�}� ' � . � f/� ' �'r1"AA . • ' � ��: �� i r: � . Y ' �t" �� �<� •- •A 1 . :: ,�- + . � , ' . , � . . _ . . .� . �`1� r � T' . V ka . � r, , ,{�.ti�` �� , . , . � � .; , .. • : � �, � ` . SOILS : AQUOLLS AND A UENTS 2 _J OTERO SANDY LOAM VONA SANDY LOAM .3' ` �' , , - -;. - . . . _ _ ' „ _ ' . . _ ( . . - _ - � � . � ii � � � � - . . _� �� � � I� i ' {� f� . . /i.Rf i . l � *� i �`•� i �. � � � � Y� S � . - � - - - __ _.� � ��� � . , � �\ �,,;ii4� - �..� , � "' ,����'�t� � ..� R ` �� � r . � � � � � � . ' ����r � ,r� � '""�'` �= ` ; � ESTIMATED CONSTRUCTION LAND DISTURBANCE � 1 14 ACRES �.} --� t t • e , � � t `�.�� �� .� � �{Yp �` 1 . • � � � A � r� .t ;� � � •� • i _. ��4 • • I � ^Y .��'�y.r � � � � /V�/� �, -` . ,� � _ _ � � l : ` _ ��. � ' � � ' ' r �� ! 'Y� �/7 •p � � . . . • � ` ':a � ��� �� � • � � ~� y �y, l , l .. � � . � ,. � . . � �, . '� -. . . k�l�_ -n : . ,r � , t \ � U � � PR0PERTY 0WNER ' S CERTIFICATI0N " .' . � ` . { ` . � � _' ° . '� . � �C �~'., ;' ' � :, . �. . �� h:�=; � �` � , _ --�� . :.' � - . � SHEET INDEX W � � �� �,; � , , � � :.;. � -�. �, � ;, : � �o � �� � o I � P �.. • �i� �� . � � . . / f . - � . � �..� �.`r , � • � O � � O THE UNDERSIGNED PROPERTY OWNER( S ) DO ( ES ) HEREBY AGREE TO THE SITE SPECIFIC � �• � �;� �;�� � �' ' DWG . NO . TITLE {� _. �� � C R 48 1/2 . , �. , , . � � � �, ��: = Q � , _.- _- - - _ * 'd :: .� DEVELOPMENT PLAN AND SITE PLAN REVIEW DEVELOPMENT STANDARDS AS 'r ' '#� - � - �`�' - -� - =.t� ° = � '. '` "�-` � �' C- 001 TITLE SHEET - � } I ' �` :'. Ri.C` ♦ . - , • , r . � ,� , � ♦ - �` - �~ � �' �^ � � � � ��� � ` � ~ � U z z � - a c " ' . ,,ti' r.. e . � � �. 1 w- ♦ � I � � {. � DESCRIBED HEREON "�'�- _�- - y � ; `�` :. . ;, . _� , , ; - .� ;;�: , ,, ; �+ � � C - 002 GENERAL NOTES � ill 1 � - �(♦�$ �'-���s�` '' � '�' � ' � � ' ( � �� " `� ' �� �.� ' �� C - 003 PROPERTY & DISTANCE INFORMATION � � W O � THIS DAY OF , 20_, _ . YfG��( r ' - ,. � 'i�. � �QT_lw�f°.lv.. : 4M ����� � �� �� � � a Y � � � � � . . � . � I�Y V �.. . � � I eH . u. I / � � ��:� �� ��� � � � � �$ � . Ir I' • ! i I, I _ � x. .r .'. � . . � '''. � � � , �� � _ , � �A,� � �.� �• - � " ` �:-: : ' ." , ' � i � � ' ',' C - 100 EXISTING CONDITIONS — � �o � � I I ��� � � � A � � � Y � • . � � � � � � � ti��� � . � 1 ���r+ ; - . _{ -_ � ��� � ` " = _ � � _ ' ; �. ,�., , , u� , , �, � _ � C - 101 PHASING PLAN I ( n � � w ' . . _ � � , ���� � -. _ r . . - , u (� ` . , , _ � I � . � , - - - - - - �. _ :_ _ � � �-• � . , •. � ,. -� C - 102 PHASING PLAN II v 0 SIGNATURE NAME OF PROPERTY OWNER , . � - � - m � ' ., - _ � - ` U _ . � �- -r � _ � � w� �� C 103 PHASING PLAN III ' W l m _ - _ - _ _ _ _ ' '';I . � �;► C- 201 SITE PLAN I , - ; ; -;;. 1 -. --- � Cn _ � � � LL '' " - . . `' . ,: � . _ - � - I C - 202 SITE PLAN II � PLANNING C0MMISSI0N CERTIFICATI0N � � PR0JECT AREA ^ . � ;h-� � � � ' ' . ��''�' i " '- . ; � � ' " . , � • � - -�"�� �II �- `�'-�'* i - .- � �� , � C - 203 SITE PLAN III : '`' � •'� - � � e. _ .r. �''� ` '-.�7�'. )f � f , . .., : .�; . . � . - �+�r � �. . ��i� ��W�l '� "Yy r..". �� \� ._ -�� �� . • • • ��.� ��`• a � .� 1�. wrYy ` : r � C- 301 PRE DRAINAGE AREA MAP . ._ � fi THIS IS TO CERTIFY THAT THE WELD COUNTY PLANNING COMMISSION HAS CERTIFIED _ �. _ � ' �`~ '�""�" HIGHWAY 60 _ ��"'''� �� ` �-�. � 4 - , , -"`'�'`� s, — ` � _ e �. .. .. � � � : .. r -� — � � .. � �� I� i� � . � .�a � y � - �� ti �a!, , r � . ' � � �Y � � C - 302 POST DRAINAGE AREA MAP AND DOES HEREBY RECOMMEND TO THE BOARD OF COUNTY COMMISSIONERS WELD ° '� �ti � ` � �� � - � ' : ' 1 .'� - ''��=� i � _. � � �� -� - . PROJECT NUMBER : , _ _ - — - - -- • - � . � .. ' � - _ . , . � . w . �. � _ � . :-� }I i �\ t ; �;�''-�s �`� , _, �,, , , , p� . �4 , . - , _ — , - - � j� .�..- . � _` � - '' C- 400 GENERAL DETAILS I COUNTY COLORADO FOR ITS CONFIRMATION APPROVAL AND ADOPTION THIS SITE �� -� . ,� �-� � � �.' . � � � � ;t . - �� �' 434718 � � � � � ;' . � � � ; . � � � ' � -} - - ' ` C - 401 GENERAL DETAILS II � � '�% '� . "1t • J , • � � j �••�q.7' in ��. ; SPECIFIC DEVELOPMENT PLAN AND SITE PLAN REVIEW AS SHOWN AND DESCRIBED , •+r, �{ � �- - � �, � _ � :► , „ - - � , �,� =; •�v° �� �i" �� � � ��_ - • y __ f , � � +� $ � � . ,, . ,.�:�. • ��. . SHEET TITLE : HEREON • , � - "� � ` �a�:;�-''-'� � t-,'rl�i ;.fyn � . � � �'�; ���,' �s���,' � C- 402 EROSION & SEDIMENT CONTROL DETAILS r , � •� . ., i. . r . r . , s. � I �: . .� ' � �� e' . y ` I< < T •' i . ��1�• T j��,'w r•� THIS DAY OF , 20_, � ;_ � � _ � -- - -� � � , � q "'• A ' ' � - ° ' ' �� � "� p - � � F� � �� ' ''q� ��=�� C - 403 EROSION & SEDIMENT CONTROL NOTES U -- �� ��iy' �_. . , � w�!'�, � . w,."I� L�1.� �Yf 1 : � �. J �:1, ' .f.l i; 7: �'�w + } � i� , • � ' 1 � 1� � . : ► �y`��.' etij- ��I�` l� . 1J � � � �;�FY � �yIx. � �` �tl .f� �� � 1 w ..� �� � I � �,�.Y I . �� ,. 1� ? � < '�j 1 �'�(' . V ' � :,� � r �.. 4 . ._.� ,y.y � �— - . � ; c= � : _ F�•,,.' , �� ,� � , � _ , ` £ .., . `„�` , ;w7- . ,���� ., � .� :.�.;��r- . � �� �- � �� ��- 3� ��� �•11�*�� TITLE SHEET � - • _ �y ' � _ f,�. ,� , . � --' �' � `"'°" :� � ��1 a 4`��r'q�' ,° '-� ;.*'•� � 4,� y � ��;' , �,:,r,� � ;� jr � J' �y' ` � ' � . I Vv � . , I , .1� � ' , 1 ��t!�.�:JI + � , �a y••��s ��C II� � � (, i �q . �" � • aTM j}� -1�i61 . . _ ' � ` �M ��n.. � ' ' � M- �-'/r, �'�'i��lfls�•��; ,,.�:�� �{'r't�a , �. e � • •s ( er4A .�.•�'.� ,. ��y►.'�, � � . 4 `'. _a_".. . .L 1 ` er �. y ,� " �• 1� � "..�i � � ; �1 � � ' . � --_�.. �� ,;' :.� � � ' r-' � . � � s � , � � .,_:.�, �,� .._, ;� �;� . �._ APPLICANT . . . -- CHAIR WELD COUNTY PLANNING COMMISSION . ' � .�►, �. �`�.�r.r �,.� t , �'"r : MILLIKEN � �.jR , . � „� �,� . ,�:. �� i � ,, , . . , . � ^�y � . � , I } � � : `* t � • � �t,�;� • - ss i . - r , , ` ' C _ � 6 ♦ n Jr'. 1 U j� �•A ' � ° V I J ' ' y � • • � � . Js � r � ., . ;��- - �, � -.Y- , sr � _ • . .�X' ��� � I� _ _ � s .l � . . � i. . � � ' ' : ���'� '. � -s��� � ,���:� '�,; ' . .' 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Y2 1 * � � . . . . �,��. ; , -=--� ; � �- �, �,, , x-�..�. •�; � � '�� -_ � � � ,, � ` '�� STERLING CO 80751 . .,.• . . , �� . IQ -'�:_ L�• ' i . ' . • . �"/ , : 1`� . '` 1 .�.� ! � ' :�f .� . � t-4e{ . a� � _ s .� ^ . � . , _ i • ; ' � - �s • ' :;- ���+' ' � _, r . ; � , �' k � �ti i 1 ,,- L . . _� , �� � � - t ; _ � . . s . � 4: _ ° _ , � ., . � i �.., ZACH BRAMMER ISSUED FOR PERMITTING ♦ . I �� �1 • t � � � , � 6 d � �`t I` ` THIS IS TO CERTIFY THAT THE BOARD OF COUNTY COMMISSIONERS , WELD COUNTY, ZACH@CLOUDBREAKENERGY . COM COLORADO DOES HEREBY CONFIRM AND ADOPT THIS SITE SPECIFIC DEVELOPMENT LEG E N DS NOT FOR CONSTRUCTION PLAN AND SITE PLAN REVIEW AND THE DEVELOPMENT STANDARDS AS SHOWN AND EXISTING FEATURES PROPOSED FEATURES DESCRIBED HEREON PROPOSED EROSION SURVEY0R NO . REVISION DATE INIT THIS DAY OF � 20-� _ � _ � PROJECT PROPERTY CO NTRO L F EATU R ES 1 CLIENT & TOWN COMMENTS 3/ 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 2 CLIENT & TOWN COMMENTS 5/ 16/22 CHAIR, BOARD OF COUNTY COMMISSIONERS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ GRASS SWALE 2130 ROADRUNNER TRL . - - - - - - - - - - - - - - �1 PROPERTY NUMBER 3 CLIENT & TOWN COMMENTS 8/ 19/22 x x FENCE RIESEL, TX 76682 ATTEST : RIG HT- OF-WAY IN FO@ RS M ROADRU N N ER . COM - - - - - - - - - EASEMENT/SETBACK SILT FENCE ( 254 ) 730 - 7574 '�' EXISTING ROAD ( PAVED ) 0 0 0 0 0 0 0 0 o AGGREGATE VEHICL WELD COUNTY CLERK TO THE BOARD EXISTING ROAD ( DIRT) TRACKING CONTROL EXISTING DITCH CENTERLINE SOLAR ARRAY BY : DATED : EXISTINGCULVERT � � o o � � o 0 o ENGINEER DEPUTY CLERK TO THE BOARD ExisTiNG MA� oR coNTouRs — — — — � � � EXISTING MINOR CONTOURS TRC ENGINEERS , INC . } OVERHEAD � SOILS BOUNDARY LINE oE oE ELECTRIC LINE 765 EAST COLLEGE DRIVE , SUITE 1 DATE : 8/ 19/22 M52 SOILS CLASSIFICATION DURANGO , CO 81301 DRAWN BY : � UNDERGROUND TRC KELSEY BLAISDELL ENGINEER : KB o OE OE OVERHEAD ELECTRICAL LINE ELECTRIC LINE N G G UNDERGROUND GAS LINE KBLAISDELL@TRCCOMPANIES . COM APPROVED BY : --- � ( APPROX LOCATION ) � ( 970 ) 484 - 1856 PROJECT PHASE : -� - . � UTILITY POLE �, i � ' � EXISTING FENCE � � EXISTING RAILROAD a , , � a SCALE : � . . � a AS SHOWN M EXISTING TREELINE � aa: . �a, e , ��,. a EQUIPMENT PAD N SHEET NO . : � � EXISTING WATER BODY L �� 1 _ � TRAFFIC FLOW ARROW � � � EXISTING WETLAND � Q 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 11 . WELD COUNTY WILL NOT REPLACE OVERLAPPING EASEMENTS LOCATED WITHIN EXISTING AND ELECTRIC UTILITY LINES , AS WELL AS STRUCTURES WITHIN THE CONTRACT AREA SHALL RIGHT- OF-WAY OR PAY TO RELOCATE EXISTING UTILITIES WITHIN THE EXISTING COUNTY 2 . EXISTING TOPOGRAPHIC DATA TAKEN FROM ALTA/NSPS LAND TITLE SURVEY BY ROADRUNNER SURVEY REMAIN AND BE PROTECTED FROM DAMAGE FROM CONSTRUCTION ACTIVITY, UNLESS RIGHT- OF-WAY. ( DEPARTMENT OF PUBLIC WORKS) & MAPPING , INC . GEOGRAPHIC SYSTEM USED : NORTH AMERICAN DATUM OF 1983 ( NAD83 ) , NORTH REMOVAL OF SAME IS SPECIFICALLY NOTED . CLOUDBREAK AMERICAN VERTICAL DATUM OF 1988 ( NAVD88) , COLORADO NORTH ZONE STATE PLANE 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 ( DEPARTMENT OF PUBLIC WORKS) WWW . CLOUDBREAKENERGY. COM USE CAUTION WHILE WORKING NEAR THESE UTILITIES TO AVOID DAMAGE TO THEM DURING 3 . PROPERTY BEARING & DISTANCES RECORDED IN SURVEY BY ROADRUNNER SURVEY & MAPPING , INC . , CONSTRUCTION . ANY DAMAGE TO THESE UTILITIES SHALL BE REPAIRED AT THE JULY 19, 2021 - JULY 25, 2021 . CONTRACTOR EXPENSE AND TO THE SATISFACTION OF THE UTILITY OWNER . 13 . WELD COUNTY IS NOT RESPONSIBLE FOR THE MAINTENANCE OF ON -SITE DRAINAGE RELATED FEATURES. ( DEPARTMENT OF PUBLIC WORKS) 4 . PANELS SHOWN IN PLANS ARE PRELIMINARY AND ARE SHOWN ONLY FOR SITE LAYOUT PURPOSES INCLUDING , BUT NOT LIMITED TO, ROW ORIENTATION , ROW SPACING AND DISTANCE TO OTHER SITE 3 . CONTRACTOR SHALL NOTIFY THE OWNER' S FIELD REPRESENTATIVE FOR RESOLUTION OF ANY FEATURES. 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 WITH THE 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. 4 . CONTRACTOR SHALL REPLACE ANY EXISTING CURBS OR PAVEMENTS THAT WERE INTENDED AND STRUCTURES SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 29 OF THE WELD COUNTY � �� � 700 Highlander Blvd . CONSTRUCTION NOTES : CODE , AND THE ADOPTED CODES AT THE TIME OF PERMIT APPLICATION . CURRENTLY, THE FOLLOWING � Ste . 210 TO REMAIN BUT ARE DAMAGED OR DISTURBED DURING CONSTRUCTION . IF REPLACEMENT IS HAVE BEEN ADOPTED BY WELD COUNTY : 2018 INTERNATIONAL BUILDING CODES • 2018 INTERNATIONAL Arlington , TX 76015 1 . CONTRACTOR SHALL CALL COLORADO 811 AT 1-800-922- 1987 AT LEAST 72 HOURS (SATURDAYS, NECESSARY, IT SHALL BE DONE AT THE CONTRACTOR' S EXPENSE . ENERGY CODE; 2020 NATIONAL ELECTRICAL CODE . ( DEPARTMENT OF BUILDING INSPECTION ) Tel : 817-522- 1000 SUNDAYS, AND HOLIDAYS EXCLUDED ) PRIOR TO EXCAVATING AT ANY LOCATION . www.trccompanies .com 5 . THE CONTRACTOR SHALL REMOVE , EXCAVATE , AND DISPOSE OF ALL MATERIALS ACCORDING 15 . THE PROPERTY OWNER OR OPERATOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE DESIGN AND 2 . A COPY OF THE COLORADO 811 PROJECT REFERENCE NUMBER (S) SHALL BE GIVEN TO THE OWNER 'S TO THE PROJECT SPECIFICATIONS . OPERATION STANDARDS OF CHAPTER 23 OF THE WELD COUNTY CODE . ( DEPARTMENT OF PLANNING STAMP : REPRESENTATIVE PRIOR TO EXCAVATION . LOCATIONS OF EXISTING PIPES, CONDUITS, UTILITIES AND SERVICES) OTHER UNDERGROUND OBJECTS ARE NOT WARRANTED TO BE CORRECT AND THE CONTRACTOR SHALL 6 . THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FROM THE APPROPRIATE HAVE NO CLAIM ON THAT ACCOUNT SHOULD THEY BE OTHER THAN SHOWN . AGENCIES PRIOR TO COMMENCING WORK . INTERIM REVIEW 16 . NECESSARY PERSONNEL FROM THE WELD COUNTY DEPARTMENTS OF PLANNING SERVICES, PUBLIC D0CUMENTS 3 . UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS WORKS, AND PUBLIC HEALTH AND ENVIRONMENT SHALL BE GRANTED ACCESS ONTO THE PROPERTY AT SANITARY ANY REASONABLE TIME IN ORDER TO ENSURE THE ACTIVITIES CARRIED OUT ON THE PROPERTY COMPLY AND APPLY FOR AND OBTAIN NECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH THE WITH THE CONDITIONS OF APPROVAL AND DEVELOPMENT STANDARDS STATED HEREIN AND ALL NOT INTENDED FOR WORK INDICATED ON THE DRAWINGS, IN THE SPECIFICATIONS, AND IN THE CONTRACT DOCUMENTS . 1 . THE PROJECT WILL NOT INCREASE THE SEWAGE DISPOSAL NEEDS FOR THE SITE AND APPLICABLE WELD COUNTY REGULATIONS . CONSTRUCTION , BIDDING> CONTRACTOR SHALL NOT CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS, AND FIRE HYDRANTS, OR OR PERMITTING PURPOSES EXCAVATE WITHOUTAPPROPRIATE PERMITS. THEREFORE , DOES 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 8 19 2022 THE APPROVAL OF AN AMENDMENT OF THE PERMIT BY THE WELD COUNTY BOARD OF COUNTY � � 1 . THE PROJECT DOES NOT REQUIRE DOMESTIC WATER SUPPLY . COMMISSIONERS BEFORE SUCH CHANGES FROM THE PLANS OR DEVELOPMENT STANDARDS ARE 5 . CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY: CONSTRUCTION ACTIVITIES PERMITTED . ANY OTHER CHANGES SHALL BE FILED IN THE OFFICE OF THE DEPARTMENT OF PLANNING SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. SERVICES . WETLAND NOTES 6 . CONTRACTOR SHALL ENSURE THE MAINTENANCE OF SAFETY AND TRAFFIC FLOW ON THE PUBLIC AND 18 . THE PROPERTY OWNER OR OPERATOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL OF THE PRIVATE WAYS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT. THE CONSTRUCTION SITE MUST BE 1 . WETLANDS AND STREAMS WERE DELINEATED BY TRC IN NOVEMBER 11, 2021 . AN APPROVED FOREGOING DEVELOPMENT STANDARDS . NONCOMPLIANCE WITH ANY OF THE FOREGOING ACCESSIBLE TO EMERGENCY VEHICLES AT ALL TIMES . JURISDICTIONAL WETLAND AND INTERMITTENT STREAM WERE RECORDED FOR THE MAIN SOLAR ARRAY DEVELOPMENT STANDARDS MAY BE REASON FOR REVOCATION OF THE PERMIT BY THE BOARD OF � AREA . COUNTY COMMISSIONERS . W 7 . CONTRACTOR SHALL CAREFULLY COORDINATE ALL WORK WITH THAT OF HIS/HER SUBCONTRACTOR, � THE OWNER ' S REPRESENTATIVE, OTHER CONTRACTORS WORKING WITHIN THE PROJECT LIMITS. WORK FLOODPLAIN NOTES 19 . CHAPTER 23, ARTICLE II , SECTION 23-2- 290 .A . STATES : "CONSTRUCTION OR USE PURSUANT TO WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO THE WELD COUNTY DPW AND TOWN OF APPROVAL OF A USE BY SPECIAL REVIEW PERMIT SHALL BE COMMENCED WITHIN THREE ( 3 ) YEARS � � � JOHNSTOWN DPW . 1 . ACCORDING TO THE FEMA MAPPING FIRM PANEL NUMBERS 08123C1684E, THERE IS A MAPPED FROM THE DATE OF APPROVAL, UNLESS OTHERWISE SPECIFIED BY THE BOARD OF COUNTY N U W � � 100-YEAR/500-YEAR FLOODPLAIN IS LOCATED WITH THE PROJECT AREA. A FLOOD HAZARD COMMISSIONERS WHEN ISSUING THE ORIGINAL PERMIT, OR THE PERMIT SHALL BE VACATED . THE � 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 DIRECTOR OF PLANNING SERVICES MAY GRANT AN EXTENSION OF TIME, FOR GOOD CAUSE SHOWN , � 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 UPON A WRITTEN REQUEST BY THE LANDOWNER . " (� O � 0 O THE OWNER . WELD COUNTY REQUIREMENTS, COLORADO WATER CONSERVATION BOARD REQUIREMENTS AS = � � U DESCRIBED IN RULES AND REGULATIONS FOR REGULATORY FLOODPLAINS IN COLORADO , AND FEMA 20 . CHAPTER 23, ARTICLE II , SECTION 23-2-290 . 6 . STATES : "A USE BY SPECIAL REVIEW SHALL TERMINATE � � � � REGULATIONS AND REQUIREMENTS AS DESCRIBED IN 44 CFR PARTS 59, 60, AND 65 . THE FEMA 9 . THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING THE LINE AND GRADE OF ALL WHEN THE USE IS DISCONTINUED FOR A PERIOD OF THREE ( 3 ) CONSECUTIVE YEARS, THE USE OF THE � � U Z z 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 LAND CHANGES OR THE TIME PERIOD ESTABLISHED BY THE BOARD OF COUNTY COMMISSIONERS � W � � UNDER THE SUPERVISION OF A COLORADO- LICENSED PROFESSIONAL LAND SURVEYOR . E S T A T E, I N C L U D I N G B U T N O T L I M I T E D T O B U I L D I N G S O R O T H E R S T R U C T U R E S, M I N I N G , D R E D G I N G , THROUGH THE APPROVAL PROCESS EXPIRES . THE LANDOWNER MAY NOTIFY THE DEPARTMENT OF � � O FILLING , GRADING , PAVING , EXCAVATION , DRILLING OPERATIONS, OR STORAGE OF EQUIPMENT AND PLANNING SERVICES OF A TERMINATION OF THE USE, OR PLANNING SERVICES STAFF MAY OBSERVE � � U U MATERIALS . THAT THE USE HAS BEEN TERMINATED . WHEN EITHER THE DEPARTMENT OF PLANNING SERVICES IS �/ � (� � � 10 . CONTRACTOR WILL PROVIDE A SMOOTH , FLUSH TRANSITION BETWEEN NEW AND EXISTING NOTIFIED BY THE LANDOWNER OR WHEN THE DEPARTMENT OF PLANNING SERVICES OBSERVES THAT �� N PAVEMENTS. 2 . FLOOD DATA ACQUIRED FROM FEDERAL EMERGENCY MANAGEMENT AGENCY ( FEMA) NATIONAL FLOOD THE USE MAY HAVE BEEN TERMINATED, THE PLANNER SHALL SEND CERTIFIED WRITTEN NOTICE TO THE � � � w HAZARD LAYER ( NFHL), VERSION 1 . 1 . 1 . 0, PUBLISHED 2019-04- 19 . EFFECTIVE PANELS WERE RELEASED IN LANDOWNER ASKING THAT THE LANDOWNER REQUEST TO VACATE THE USE BY SPECIAL REVIEW O m � 11 . TRAFFIC SIGNAGE SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES 2016. PERMIT. " � ( MUTCD ) . ALL PAVEMENT MARKINGS CHANGED, ALTERED OR REMOVED SHALL BE RE-APPLIED . W 3 . FEMA' S FLOODPLAIN BOUNDARIES MAY BE UPDATED AT ANY TIME BY FEMA. PRIOR TO THE START OF 21 . CHAPTER 23, ARTICLE II , SECTION 23-2-290 . D STATES : "IN SUCH CASES WHERE THE USE BY SPECIAL (� 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 REVIEW HAS TERMINATED BUT THE LANDOWNER DOES NOT AGREE TO REQUEST TO VACATE THE USE ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, FLOODPLAIN BOUNDARIES HAVE BEEN MODIFIED . ( DEPARTMENT OF PLANNING SERVICES - FLOODPLAIN ) BY SPECIAL REVIEW PERMIT, A HEARING SHALL BE SCHEDULED WITH THE BOARD OF COUNTY � OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT COMMISSIONERS TO PROVIDE THE LANDOWNER AN OPPORTUNITY TO REQUEST THAT THE USE BY MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER 'S SPECIAL REVIEW PERMIT NOT BE VACATED, FOR GOOD CAUSE SHOWN . THE LANDOWNER SHALL BE REPRESENTATIVE IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN LIGHTING NOTES NOTIFIED AT LEAST TEN ( 10) DAYS PRIOR TO THE HEARING . IF THE BOARD OF COUNTY COMMISSIONERS BETAKEN . DETERMINES THAT THE USE BY SPECIAL REVIEW HAS TERMINATED AND NO GOOD CAUSE HAS BEEN PR0JECT NUMBER : 1 . NO LIGHTING SHALL BE PERMITTED WHICH WOULD GLARE ONTO ANY STREET, INTO ANY ADJACENT SHOWN FOR CONTINUING THE PERMIT, THEN THE TERMINATION BECOMES FINAL AND THE USE BY 434718 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 SPECIAL REVIEW PERMIT IS VACATED . " INCLUDE DELIVERIES AND CONSTRUCTION LOAD DAMAGE, SHALL BE RESTORED BY CONTRACTOR TO BEYOND THE BOUNDARIES OF THE PROPERTY ON WHICH SUCH FIXTURE IS LOCATED . SHEET TITLE : THEIR ORIGINAL CONDITION AT CONTRACTOR ' S EXPENSE . 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. G E N E f�/'1L N OTES 15 . CONTRACTOR SHALL NOT PERFORM ANY WORK ON PROPERTIES ADJACENT TO THE SITE AND SHALL USE BEST EFFORTS TO MINIMIZE DISRUPTION TO THOSE ADJACENT PROPERTIES ( INCLUDING SEDIMENT CONTROL, DUST CONTROL, TRAFFIC CONTROL, TRASH CONTROL, AND NOISE CONTROL) . CONTRACTOR COUNTY DEVELOPMENT STANDARDS SHEET SIZE : SHALL BE RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF ADJACENT PROPERTIES ARCH �� D �� ARE AFFECTED . 1 . A SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW, USR21-0007, FOR A MEDIUM SCALE 24 �� X 3F �� ( 610 x 914 ) SOLAR FACILITY OUTSIDE OF SUBDIVISIONS AND HISTORIC TOWN SITES IN THE A (AGRICULTURAL) ZONE 16 . CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE DISTRICT SUBJECT TO THE DEVELOPMENT STANDARDS STATED HEREON . ( DEPARTMENT OF PLANNING O Y2" 1 " IMPACTS TO DRAINAGE SYSTEM : OFF SITE AREAS; AND SHALL BE RESPONSIBLE TO REPAIR RESULTING SERVICES) . DAMAGES, IF ANY, AT NO COSTTO OWNER AND WELD COUNTY. THE PROPOSED WORK SHALL NOT ISSUED FOR PERM ITTI NG ALTER EXISTING DRAINAGE PATTERNS . SEE STORMWATER POLLUTION PREVENTION PLAN (SWPPP ) . 2 . APPROVAL OF THIS PLAN MAY CREATE A VESTED PROPERTY RIGHT PURSUANT TO SECTION 23-8- 10 OF THE WELD COUNTY CODE . ( DEPARTMENT OF PLANNING SERVICES) NOT FOR CONSTRUCTION 17 . FOUNDATIONS AND OTHER UNDERGROUND OBJECTS ARE NOT WARRANTED TO BE CORRECT. CONTRACTOR SHALL HAVE NO CLAIM ON THAT ACCOUNT SHOULD THEY BE OTHER THAN SHOWN ON 3 . THE FACILITY IS UNMANNED AND WILL OPERATE 24 HOURS PER DAY, YEAR ROUND, ACCORDING TO THESE PLANS. THE APPLICATION MATERIALS . ( DEPARTMENT OF PLANNING SERVICES) NO . REVISION DATE INIT 18 . TEST PITS TO LOCATE EXISTING UTILITIES MAY BE ORDERED BY OWNER ' S REPRESENTATIVE . 4 . THE SITE SHALL BE MAINTAINED IN ACCORDANCE WITH THE ACCEPTED PROPERTY MAINTENANCE PLAN 1 CLIENT & TOWN COMMENTS 3/ 16/22 AND ACCEPTED DECOMMISSIONING AND RECLAMATION PLAN . ( DEPARTMENT OF PLANNING SERVICES) 19 . STONE WALLS, FENCES, MAIL BOXES, SIGNS, CURBS, LIGHT POLES, ETC . SHALL BE REMOVED AND 2 CLIENT & TOWN COMMENTS 5/ 16/22 REPLACED AS NECESSARY TO PERFORM THE WORK . UNLESS OTHERWISE INDICATED, ALL SUCH WORK 5 . NO OUTDOOR STORAGE OF ANY MATERIALS AND EQUIPMENT INCLUDING , BUT NOT LIMITED TO, SHALL BE INCIDENTAL TO CONSTRUCTION OF THE PROJECT. SOLAR PANELS AND SUPPORT STRUCTURES NOT IN OPERATION WILL BE ALLOWED . ( DEPARTMENT OF 3 CLIENT & TOWN COMMENTS 8/ 19/22 PLANNING SERVICES) 20 . ALL PAVEMENT DISTURBED BY CONTRACTOR 'S OPERATIONS SHALL BE REPLACED TO MATCH EXISTING . 6 . NO EQUIPMENT ASSOCIATED WITH THE SOLAR FACILITY SHALL BE LOCATED WITHIN THIRTY ( 30) FEET 21 . CONTRACTOR SHALL COMPLETE ALL STAKEOUT, SURVEYS, ETC . REQUIRED FOR CONSTRUCTION OF THE OF THE BOUNDARY OF ADJACENT PROPERTIES, IRRIGATION DITCHES AND/OR RIGHTS-OF-WAY. PROJECT AS SHOWN AND AS SPECIFIED . ( DEPARTMENT OF PLANNING SERVICES) 22 . INLET PROTECTION SHALL BE PROVIDED ON ALL CATCH BASINS FOR THE DURATION OF THE PROJECT. 7 . DURING CONSTRUCTION , ALL LIQUID AND SOLID WASTES (AS DEFINED IN THE SOLID WASTES DISPOSAL L SITES AND FACILITIES ACT, 30-20- 100 .5, C . R . S. ) SHALL BE STORED AND REMOVED FOR FINAL DISPOSAL � 23 . ANY CHANGES TO THE PLAN SHALL BE SUBMITTED BY CONTRACTOR FOR REVIEW AND APPROVAL BY IN A MANNER THAT PROTECTS AGAINST SURFACE AND GROUNDWATER CONTAMINATION . m THE OWNER ' S REPRESENTATIVE . ( DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT) � a 0 � 24 . CONTRACTOR SHALL PERFORM CONTINUOUS MONITORING AND MAINTENANCE OF EROSION AND 8 . DURING CONSTRUCTION , NO PERMANENT DISPOSAL OF WASTES SHALL BE PERMITTED AT THIS SITE . DATE : $� 19�22 � SEDIMENTATION CONTROLS THROUGHOUT THE CONSTRUCTION PERIOD AND IN ACCORDANCE WITH THIS IS NOT MEANT TO INCLUDE THOSE WASTES SPECIFICALLY EXCLUDED FROM THE DEFINITION OF A o THE PERMITS . SOLID WASTE IN THE SOLID WASTES DISPOSAL SITES AND FACILITIES ACT, 30- 20- 100 . 5, C . R . s . DRAWN BY : TRC N �° DRAINAGE AND STORMWATER RECEIVER NOTE ( DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT) o ENGINEER : KB � 9 . DURING CONSTRUCTION , WASTE MATERIALS SHALL BE HANDLED, STORED, AND DISPOSED IN A APPR0VED BY : --- z 1 . THE STORMWATER RECEIVER (S) OF THIS DEVELOPMENT IS WELD COUNTY FOR THE SUBJECT PROPERTY. MANNER THAT CONTROLS FUGITIVE DUST, FUGITIVE PARTICULATE EMISSIONS, BLOWING DEBRIS, AND PR0JECT PHASE : � NATURAL FEATURES NOTE OTHER POTENTIAL NUISANCE CONDITIONS . THE FACILITY SHALL OPERATE IN ACCORDANCE WITH USR PLANS � CHAPTER 14, ARTICLE 1 OF THE WELD COUNTY CODE . ( DEPARTMENT OF PUBLIC HEALTH AND � 1 . AS INDICATED ON THE U . S . FISH & WILDLIFE SERVICE WETLANDS MAPPER LAST UPDATED 2021, THERE ENVIRONMENT) SCALE : � ARE STREAMS AND WETLANDS LOCATED WITHIN THE SUBJECT PROPERTY OF THIS DEVELOPMENT. AS SHOWN "' 10 . DURING CONSTRUCTION , ADEQUATE TOILET FACILITIES AND HANDWASHING UNITS SHALL BE � PROVIDED . PORTABLE TOILETS SHALL BE SERVICED BY A CLEANER LICENSED IN WELD COUNTY, SHEET N0 . : � CONTAIN HAND SANITIZERS, BE SCREENED FROM PUBLIC VIEW AND REMOVED WHEN CONSTRUCTION Y IS COMPLETED . ( DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT) � � � Q U PROJECT PFiaPERTY IhIF(� RMATIOIV pARCEL # PARCELIb beed� �eceptian !�V4' �IERNAME QWI� ERAbC]RE55 ARTHUR M 9215 COUNTY ROAD 481/ 2 Lot A 1C159fl33a00a2 �5�2334 GRIF � ITHS JONNSTC7WN , CCl 80534-95G1�1 CLOUDBREAK I � � ARTHUR M 9215 CC7Uf� lY R�Ad 48 1/ 2 � Lc�t B 1£}590330�(7Ql �5Q2334 WWW . CLOUDBREAKENERGY. 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I , � I �, �, �'s� �r �- � � � SHEET SIZE : 50 PIPELINE EASEMENT I � �, � \ � � ARCH �� D �� I RECEPTION NO 3649273 !, �, � `� � - 24 �� X 36 �� ( 610 x 914 ) , � A � , ' �, 00 - � �. \ \ I I ' I � ^ \ » » 150 OIL AND � � GAS SETBACK I V o � �r � � � � � � y2 1 / I I I � ^ �. j � �'' \ � � \ I 150 � oi � allo / � �� � � � � � .� �` � �� � ,, ` -� � � ,�. ISSUED FOR PERMITTING GAS SETBACK � � � � U, � � / � � \ / � I �' � �\ \ � =�- � NOT FOR CONSTRUCTION � �� J � - � � I - I \ EX FIELD ROAD i j EX FENCE � � \ \ � , - - , I I � ' � '� / � � � , ._ � � � . � �� � � � � � � � � � � � • � � � �� � � �' � � � \ � � i - _ J NO . REVISION DATE INIT - - - - -. - _ � , � � . � ; : � - - - ' �� _ _ � , - . , , �� � � � A , � ,, EX OIL & GAS WELL HEAD 1 \ \ " � - � ' - � ` :'- - _ _ ' � ` �_ '` 1 CLIENT & TOWN COMMENTS 3/ 16/22 _ _ - -� / 2 CLIENT & TOWN COMMENTS 5/ 16/22 \ 50 ' PIPELINE EASEMENT EX STEEL BLDG PANHANDLE EASTERN � I i 50 I � I ,I / PIPELINE COMPANY PIPELINE EASEMENT 3 CLIENT & TOWN COMMENTS 8/ 19/22 RECEPTION NO 2036248 RECEPTION NO 3649273 � 1 , � % I � � � - � � EXOIL & GAS \ PRODUCTION & METER FACILITY , � � � ARTHUR M . GRIFFITHS � / I Y LOT B OF RECORDED I m EXEMPTION 1059-03 -3 - RE1772 , � RECEPTION NO 2534854, OPRWCC � ( 37 . 46± AC ) � BOULDER SCIENTIFIC LAND, LLC BOULDER SCIENTIFIC LAND, LLC N � RECEPTION NO . 4501397, OPRWCC j RECEPTION NO . 4501397, OPRWCC DATE : 8/ 19/22 0 N ^ � DRAWN BY : TRC � 0 � ENGINEER : KB � � o N APPR0VED BY : --- � � PR0JECT PHASE : N USR PLANS �X o SCALE : � 1 " = 100 ' U � rn M � � SHEET N0 . : � � 100 50 0 100 200 .__ � � L � � SCALE : 1 " = 100 ' Q U / � / � � � , �. , . ; `�� � � ,. EX OVERHEAD ELECTRIC LINE ��, ' �; � � ��� � � �,i / , � � ; � i \ ; . - � E - � - � . �� ; + � � � �� � � A � �� � � � � - OE - � — I — — �— — — aE - � - OE - - _ _ � E - OE r � — _ _ _ _ _ — Ok - _ OE - _OE --�s _ OE - - (� E - OE - - - OE - CLOUDBREAK � � i/i � '� �i EXTREELINE _ _ _ � _ _ _ _ � � � � � i� , — — — _ � _ OE - _ - OE - _ OE = - �� � � — � , - - � — � _ — — — COUNTRY ROAD 48 1 2 �� � -, � �� � i — � � � — — _ � � ��- WWW . CLOUDBREAKENERGY. COM � �, — — — � ' — � � iii � - - - _ �, � � !'� „ - - �� . .. i � i //� i - _ - - - - ii � / �� '� � - - � E — � _ 55 ' ROADWAY SETBACK I — � � — i 3 O 3O 3O 3f1 EX MOBILE HOME � I EX CONC _ � � — — I — � — � — — — — � — - WALK — I _ � I � _ w � I I � — — — — — _ _ � EX FENCE \ � -� �- - - - � / PROP OVERHEAD PROP UNDERGROUND TRC Companies , Inc. � PROP AGGREGATE II I I ELECTRIC LINE \ � � 700 Highlander Blvd . ELECTRIC LINE \ � � � — — � � Ste . 210 VEHICLE TRACKING — _ � — — , ; — — � _ _ _ Tr� C _ _ _ _ � _ _ I — — — — — � _ _ Arlin ton , TX 76015 — 9 CONTROL — � I — I � � ' � 0 ' PIPELINE EASEMENT \ \ � — _ Tel : 817-522- 1000 II EXABOVE GROUND I I 5PANHANDLE EASTERN � �— www.trccompanies .com GAS PIPELINE � � PIPELINE COMPANY . . I / � I T MP . � � � / SA VALVE ASSEMBLY ; � . � RECEPTION NO 2036248 . I I � � � I � � � � PROP SILT FENCE � � � � ��� � � � PROP FENCE O � I � , � � � ,/ � � i � / INTERIM REVIEW _ � i � �__ � . 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' � CL BIG THOMPSON DITCH AKA , � EX TREELINE ( I C0 LIC . 49698 ii� � - - � � # THOMPSON & PLATTE RIVER DITCH , I ' � � � � , � � � � � � � 8 19 2022 0 0 0 0 0 0 0 '` � � �. \ � o � - � EX 2 -STY FRAME HOUSE ' ° ° ° ° ° ° � � ,� � A �`� . � � � � I \ \ \ � EX CONC PAD ( 4 ) I EX GARAGE I I PROP GATE � \ ` � � � \ , \ 1 , 1 0 0 0 0 0 0 0 0 0 0 0 � I o 0 0 0 0 0 0 0 0 0 ; � \ \ \ \ ', ` I �I x � � � 4 II ' EX FIELD ROAD \ \ I EX SILO I I , \ \ � J , ' � I \ 1 I � ,'`� `1 � I I PROP 20 W GRAVEL 150 OIL & GAS WELL I I , , , , o 0 0 0 0 0 0 0 o ACCESS ROAD � I � � � EX 24 ° STEEL CULVERT HEAD EASEMENT ° � � � o 0 0 , ; , � A I � I I � II � I I � � � \ � I , � I I W � � � � , , , I i � I � I I I I x 52 , I I I I � I I I I I I I X I I I I I I I I I I w � � 1 � � � �I I \ � i 1 , I \ � m � � N U w � � � EX DITCH I 1 \ . � � � I I 1 �$ W � o0 � I I PROP 6 ' WIDE � I �, \ � � � pp 0 0 0 0 0 0 0 0 0 0 l � � � � ° ° ° ° ° ° ° SWALE �I ° ° \ � � 0 ! � I I � I I 1 � 1 � O � O I I � � ( � � _ � Q � . 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' I I EX DITCH � I EX DRAINAGE DITCH I I X X X X X � SHEET SIZE : EX 24" STEEL CULVERT I I �� ARCH �� D �� I � I I n n n ' 24 X 36 ( 610 x 914 ) \ \ , I o 0 0 0 0 0 o I , I I , I o I , I o 0 0 0 0 0 0 0 � y2» ,� �, 1 � � o 0 0 0 0 0 \ I I I X PROP 20 ' W GRAVEL ' ' I ACCESS ROAD � I I , � � o 0 0 0 0 � o � R � FF � THSz _ o 0 0 0 0 0 0 o ISSUED FOR PERMITTING \ I I 50 PIPELINE EASEMENT o , , , , o 0 0 � I I PANHANDLE EASTERN I I NOT FOR CONSTRUCTION , � I PIPELINE COMPANY ' � I RECEPTION NO 2036248 I I , , , , , , , o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 40 ' FUTURE SANITARY ' EASEMENT I x NO . REVISION DATE INIT ( BY OTHERS ) I I I I ' m 1 CLIENT & TOWN COMMENTS 3/ 16/22 I o 0 0 0 0 0 0 0 0 0 0 0 I I I w � � o 0 0 0 0 0 0 0 0 , , o 0 \ I I � I � 2 CLIENT & TOWN COMMENTS 5/ 16/22 I I I I W = 3 CLIENT & TOWN COMMENTS 8/ 19/22 � I I � � 0 � � � � � � � � � � 0 � � � � � � � I I I I I � � � I LEGEND � X PROP EQUIPMENT ' \ I a I I I I PAD � \ o 0 0 0 0 0 0 0 0 0 � � I I w o 0 0 0 0 0 0 0 0 0 1 � I I I � � .. a voa �o 0 0 0 ICONSTRUCTION PHASE 1 I o � e I EX FIELD ROAD I I o 0 0 0 0 ° ° . o 0 0 0 0 0 0 0 0 0 _ I I I I . P , a o O O O O O O O � O 1 I , a 6 ' LL I \ I II I � .. } O O O O O O O O O O O O O O O O O O � I CONSTRUCTION PHASE 2 ' I I I I o 0 0 0 0 0 0 � � � � � DATE : 8/ 19/22 � � DRAWN BY : TRC M � � � O O �. O O O O O O O O N� � � � � O O O O O O . � N \ I I PROP UNDERGROUND � � � � � ' ° N ENGINEER : KB N I I I I x ELECTRIC LINE ___ � � I u u L� APPR0VED BY : � � I I I 3n 3n 3 � 3 � 3 � PR0JECT PHASE : � � I 3n � I I I I USR PLANS � I I SCALE : 1 � � - 50 � � 0 � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � I � � I � � � � � � � � � � � � � � � � � � � � � � � � MATCHLINE (C- 102) SHEET N0 . : � N � � 50 25 0 50 100 .� � � � SCALE : 1 " = 50 ' Q U MATCHLINE ( C- 101 ) � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � I o 0 0 0 0 0 0 CLOUDBREAK I X o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I I I 40 ' FUTURE I 50 ' PIPELINE EASEMENT PANHANDLE I ' WWW . CLOUDBREAKENERGY. COM SANITARY I I I I o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 , EASEMENT I EASTERN PIPELINE COMPANY ( BY OTHERS) I I RECEPTION NO I I � � � ° ° I I I 2036248 ' I I I � o 0 0 0 0 0 0 � o 0 0 0 0 0 0 IX � o 0 0 0 0 0 0 0 0 ' I I I I ' TRC Companies , Inc. ° ° ° ° ° � �� � 700 Highlander Blvd . I o o � � � � � � � � Ste . 210 I � � o 0 0 0 0 0 0 0 0 / I � Arlington , TX 76015 I I Tel : 817-522- 1000 I I www.trccompanies .com I I � � � � � 0 � � � � � � � � � � 0 � � 1 I I I I I " I I I I STAMP : � I � � I 0 0 0 0 I I _ I I o 0 0 0 0 0 0 0 0 0 0 I � � � ' o 0 0 0 0 0 0 0 0 0 0 0 / I I � : I I ' INTERIM REVIEW _ _ � � D0CUMENTS e � � \ o 0 0 0 0 0 0 0 0 � � � � I -. i � � o 0 0 0 0 0 — � e � � � � � EX FIELD ROAD ° ° � � o o , , , , o o � NOT INTENDED FOR � � � CONSTRUCTION , BIDDING, Ii � \ OR PERMITTING PURPOSES I I � � � � � ' ° ° o , , KELSEY BLAISDELL , P . E . 0 0 0 0 0 0 0 0 I I � I o 0 0 0 0 0 0 � � A � CO LIC . # 49698 � 8 � 19 � 2022 � � � � I � I o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �,, f � � I � X o � ° 1 � � � � � ! � �� - ' � I .. � � � / � �� , -' ' m � � � � � ` - � � _ � , � ` . . . . .. .._., . � , _ . . . _ , � . ., -... ...__ � / � � � � �, � , � � , / � � � ' U , / I X � � � `, v I- - -I �.� , X x X � � � � , � � �� � x X X X - z � � � ' � � ��� �� _ � , � I U I � W � � � -- -- � � � � � � � PROP FENCE � � / I EX FIELD ROAD > � `\\ � 1 � � \ / EX FENCE (TO BE REMOVED ) N U W � � I / \ I \ � EX OIL & GAS PRODUCTION � W � � 0�0 / � � � I � � & METER FACILITY / ' � ��, � O � � ° � � I ��� � / 1 z � Q � . - � � �� � I ���� I % 1 � � U z z , � � I EX OIL & GAS WELL HEAD '� / j // ' � I�L W � � , - � I _ � � � \ , � � � � � Q c� �, o � � N J / I � i � - _ i � w \ / � ' � O � � \ I � m � , ! I � 1 w � � 150 ' OIL AND GAS � � i SETBACK � \ / / I I ' 1 \ / I I � ' � - - - � PROJECT NUMBER : � � � 434718 I I ' SHEET TITLE : � I � � � I I � � PHASING PLAN II � � � I I SHEET SIZE : ARCH " D " 24 " X 36 " ( 610 x 914 ) � Io y2» i » I I i I ISSUED FOR PERMITTING I I NOT FOR CONSTRUCTION I I EXDITCH I I LEGEND NO . REVISION DATE INIT I 1 CLIENT & TOWN COMMENTS 3/ 16/22 I ' I ' L i N 2 CLIENT & TOWN COMMENTS 5/ 16/22 CONSTRUCTION PHASE 1 I I 3 CLIENT & TOWN COMMENTS 8/ 19/22 � I I EX FIELD ROAD CONSTRUCTION PHASE 2 50 25 0 50 100 I / I EX FENCE » > / I�, �`. SCALE : 1 = 50 � � � / I _ ���. Y � � �� � - � . - _ - _ - _ - - - - - - } . ..`, - - - - - - - - - - _ - _ - m � . 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CLOUDBREAKENERGY. COM � I , — — — � � � — w _ r .- � � � � - - - - - - - - � - , � , / - _ - �1- - - - CL — � 55 ' ROADWAY SETBACK I ' ' — — � � � - I 30 30 30 3f1 � � EX MOBILE HOME — +— '' — EX CO N C _ _ I I I — � --�2�' ,. i ._ �� _ _ _ WALK - - — PROP CUSTOMER w � s PROP ASPHALT APRON � — � ', I I � — PROP UTILITY — — — — METERING POLE — — _ � � (SEE DETAIL A) � PROTECTION POLE J-- — � ' � I I � PROP AGGREGATE - - - � TRC Companies , Inc. I I PROP UTILITY PROP CUSTOMER VEHICLE TRACKING R � EX FENCE ' � � � 700 Highlander Blvd . EX ABOVE GROUND - - - - _ _ METERING POLE RECLOSER POLE � CONTROL �S� � / � Ste . 210 a- - - - - � , Tr� C _ _ _ _ - _ _ � I - - _ � Arlin ton TX 76015 — — — --� 9 , GAS PIPELINE — — — — � — - � � � � . � � \ , - VALVE ASSEMBLY 50 PIPELINE EASEMENT — Tel : 817 522- 1000 I I �— www.trccom anies .com 0+00 0 P ' � PANHANDLE EASTERN � � / o \ � � � + � PIPELINE COMPANY � � �� � � + � � I 1 0o w \ � / STAMP . � RECEPTION NO 2036248 � � � � I 150 ' OILAND / � - � I PROP FENCE PROP SILT FENCE � � GAS SETBACK I I _ � � , / �� � � � I � II � \ � � �.ti � / INTERIM REVIEW � - - ----_ � I I \ � ----- T � ---- X � X x D0CUMEN S � � � � , x x X � � � �g � ��-, �--- - I I X � - --- --------- -- - J ` NOT INTENDED FOR j" PROP PERSONNEL GATE PROP GATE ACCESSIBLE VIA KNOX EX GARAGE I EX I I � CONSTRUCTION , BIDDING, I \ I � � PADLOCK OR KNOX KEY SWITCH / �. GRAVEL ' � I ° ° ° ° ° ° � � DRIVEWAY ; : ' � 20' PANELTO FENCE ° ° � � � o 0 0 � OR PERMITTING PURPOSES ,- I / X o 0 0 0 0 0 0 0 0 0 / 5 . \ ' / � � � - / KELSEY BLAISDELL , P . E . �� EX FENCE O / \ . . CL BIG THOMPSON DITCH AKA I + EX TREELIN E � I CO LIC . 49698 � N � �_ — � # I THOMPSON & PLATTE RIVER DITCH ) , \ � o 0 0 0 , j I � � o 0 0 , , , PROP UNDERGROUND � ,' o 0 � n n c \ — EX 2 -STY F ME HOUSE � � 8 / 19 / 2022 o ; RA I I ELECTRIC LINE ', \ EX CONC PAD ( 4 ) I � � \ ' � 1\, EX GARAGE I I , , o o I , � � ` � 0 0 � o x 3631 � o 0 0 0 � � 0 0 0 0 0 0 � o 0 0 0 0 0 o w � x il � � EX SILO EX FIELD ROAD I I � � � I I I I \ � � / 0 0 0 0 0 0 0 0 0 0 � � 1 / I EX 24 ° STEEL CULVERT I I � o 0 0 0 0 0 0 I o 0 0 0 , \ I � �I I � I � I � , � � � I � T o � , � � , w M � 40 ' FUTURE SANITARY I x � �� , I � I I I 0 I I I I I I I I � EASEMENT I I I I I I I I I I I I I w I \ 1 EX DITCH ( BY OTHERS) � I 'i � 1� � � � i� I � N U w M � i �� � � � � � � � , � W o0 � ' � � o GRIFFITHS #2 SITE SOLAR LEASE I � � ` � � � � Op I � o 0 0 0 0 0 0 0 0 0 � 0 � , , ��� � ; � � � so . $z ± ac� o 0 0 0 0 � 363w � � �� � � � � � � ' � � � I � � 0 I z Q � , ; ; � � . � � ' i EX CONC PAD � � � o 0 0 , , , x � �� � � � I � � — � � � , ' I X o 0 0 0 - - o PROP 6 ' WIDE � I � / � � U Z z , � I o 0 0 0 0 o e � `. ' y I I P R O P 2 0 ' W G R A V E L w I S W A L E � I � � ' ', I � ' I ACCESS ROAD � o � � W � � j � � I ; PROP 15 ' W GRAVEL , , o 0 0 0 0 0 � � � o o �+ � f � � L L � � OV � I I I o 0 0 0 0 0 0 0 0 0 o I � � / ' � � � � � ACCESS ROAD I / / / f � � N J / GRIFFITHS 1 I I j / ; � � � ) � p� w � � � � � � � � �p � ; � � � o 0 0 , , , , STAGING AREA x � / ; I I o 0 0 0 0 0 0 0 � I X _ o 0 0 � J � (� �� I TEMP CONSTRUCTION DITCH EASEMENT / �/ � � � W I I LRAILIEJR u u � I ( NO SPECIFIED WIDTH ) J � � III � , . � I RECEPTION NO 1212561 , — — — — — — — — — — — — I I I X X X X X I ' 1 � ,� — — — I — — — — — — — — — — — — — — — — — — — — — — — — — — � O — � I — — — — — — — — {— — — — — I — — — — — o ' x — — — — — — — — — — — — — — — — — — — � I ' PR0JECT NUMBER : -------- - - - - - - - - - ---------------------`-- -----�— --------- ------------------------------------------- — — — — — � E X D E L I N EAT E D �� �j \ � ~ ~ `� � \ �—= � /����// c 4 4 71 — ___ ______ ______ _ _ _ _ _ � � - - -� �,,,, ; , . 3 8 ----- � � � _ . ---- I - - I � -------1 W ET LA N D — — - — _ — — � --- � I ---- - - �- - - - - -� � ��// / �� SHEETTITL � _ �-� � i� � � - i ------- - � , - , _ - 11 � E . �_ ¢r-� ... ) � � � � � � � � � � � � �� � � .�! � / / ] ." � �� � � / �r"" . � / / /- � �/ v \ � � � � � � I � � � � 1 � � I � � � � � � � � � � � � � � .. I ' �.�--,_s'-' _� _ _� / / / — I / � ' — — � � ~ T�`n � � • � • � � a� � � � �' l � � � � � .l � � �� � � � ��//� / . � � � i� '`. I I � - �� � / / � / / � I � � / �__ 10 ' x40 ' STO RAG E x f-=- . . r- : . . . . . . .� . . . . . � - � �- - -� - - ; � - - - = � I _ � . EX CONC IRRIGATION EX 24 ° STEEL CULVERT I CONTAINER ( 2 ) -�`+ F" . . . . . . . . . . . . . . / . . . . . I . r . . . . � . �. - . . . !� � �J �� _ . . � � - � -- ��� -� �- S I T E P LAN I STRUCTURE I I - . . . . . . . . . . . . . . . ; . . . . . . � . . . . . �. l. .� . , � g _ 50' PIPELINE EASEMENT I I I I X / _�_.� � 1� � o 0 0 0 0 0 0 0 0 _ � � RECEPTION NO 3649273 � w � ~ � �- ~ � � EX DRAINAGE DITCH I I EX DITCH J � 1° X X EX 24" STEEL CULVERT I I X X X X SHEET SIZE : �� �� I I „ ARCH D � � n n n 24 X 36 ( 610 x 914 ) I I ° ° ° ° ° ° ° PROP 20 ' W GRAVEL � o 0 0 , , , , o 0 0 0 o p „ „ \ I I I I \ 1 \ \ I I X GR FFITHS�2 D o 0 0 o Y2 1 \ 50 ' PIPELINE EASEMENT I I I I , , , , , , � , o 0 0 0 0 0 0 0 0 0 0 o ISSUED FOR PERMITTING 0 0 0 0 0 0 0 , \ PANHANDLE EASTERN I I I NOT FOR CONSTRUCTION � PIPELINE COMPANY I � � RECEPTION NO 2036248 OO \ � � I I I o 0 0 0 0 0 � o 0 0 0 0 0 0 0 0 I o 0 0 0 0 0 0 0 0 0 0 0 ARTHUR M . GRIFFITHS I I LOT B OF RECORDED I x PROP UNDERGROUND NO . REVISION DATE INIT EX FIELD ROAD I I I ELECTRIC LINE .... EXEMPTION 1059 03 -3 RE1772, I _ _ _ _ m 1 CLIENT & TOWN COMMENTS 3/ 16/22 0 0 0 0 RECEPTION NO 2534854, OPRWCC I I I I � � � � � N I u, o 0 0 0 0 0 0 0 0 0 0 0 0 , , ( 128J2 ± AC ) I I I � 2 CLIENT & TOWN COMMENTS 5/ 16/22 W I I I I O I I � 3 CLIENT & TOWN COMMENTS 8/ 19/22 I I � � � � � � � � 0 � � � � � � � � � � � � I I I I x a \ I I � I o � PROP EQUIPMENT DETAILA - 1 DETAILA - 2 0 0 0 0 0 o w o+o ' PAD � o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MATCH TO EXISTING GRADE - - I � . MATCH EXISTING GRADE 5 HMA, PER WELD WITH EMBANKMENTOR 7O � e ° o '. II COUNTY DESIGN DITCHING AS SHOWN ON 0 1 � �� � � � Q ° o GRADING PLAN — - - - �. - - - � � o 0 0 0 0 o a = � o 0 0 0 0 0 0 / o , ° o 0 0 0 0 0 0 STANDARDS j o 0 0 0 0 0 0 s � � � r �� � p ' { � � � ��� � � o - I I I I 1 = 1 I � � X - - - � - ' ' �� I I I� I N - 1 I 1- 1 I 1= 1 I I� I I- 1 I - 1 I 1 = 1 I� I I I� ► � ' � � � - - � � _ ,�� — —I — I , . CONSTRUCTION NOTES : , N � , , , o 0 0 0 0 0 I I — I I I— I � �_ I I I — I I I � ! � l - 1 I N I o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 °O 1 . UPPER 6" OF SUBGRADE SHALL BE COMPACTED TO AT LEAST 95% RELATIVE ��� ��S� � � SUBGRADE 6" AGGREGATE COMPACTION PER ASTM D1557, LATEST EDITION , EXCEPT EXPANSIVE CLAYS � 3n DATE : 8/ 19/22 � BASE COURSE (ABC) WHICH SHALL BE COMPACTED BETWEEN 87% AND 92% RELATIVE � COMPACTION ATA MOISTURE CONTENTAT LEAST 5% OVER OPTIMUM . -- -- I � w DRAWN BY : TRC w o 0 0 0 0 o O � o 0 0 N 2 . ABC SHALL BE COMPACTED TO AT LEAST 95% RELATIVE COMPACTION PER � + � + ° ° ° ° ° ° o 0 0 0 0 0 0 o CLEAR, ASTMD1557, LATESTEDITION, ATAMOISTURECONTENTNEARTHE - - _ - - _ -�-- -__- - _ I � ��� � � � � � N ENGINEER : KB N GRUB, STRIP AND LABORATORY OPTIMUM , AND CONSIST OF INERT MATERIALTHAT IS HARD, o STOCKPILE TOPSOIL DURABLE STONE AND COARSE SAND, FREE FROM LOAM AND CLAY, SURFACE \ N X � APPR0VED BY : --- COATINGS, OR OTHER DELETERIOUS MATERIALS. -�o. GENERAL ROAD SURFACE PRINCIPLES : \ I 3n 3 � 3n 3n 3n 3n PR0JECT PHASE : ° 1 . PRESERVE AND MAINTAIN A SLOPE FOR GOOD DRAINAGE ZOtOO 11 -I-OO � 2 . KEEPROADSURFACETIGHTANDIMPERVIOUS. - - - -� -- - - 2Q_ 1 �� 20 40 I � ZZtOO 13+00 USR PLANS o ASPHALT APRON 3 GRADING . REGULARDRAINAGEANDMAINTENANCEAND - Q N N0T T0 SCALE �� � SCALE : 1 � � = 50 � � SCALE : 1 " = 20' � � � MATCHLINE (C-202) SHEET N0 . : � N � � 50 25 0 50 100 .� � � � SCALE : 1 " = 50 ' Q U MATCHLINE ( C- 201 ) � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � I o 0 0 0 0 0 0 CLOUDBREAK I X o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I I I I I ' WWW . CLOUDBREAKENERGY. COM I I I I o 0 0 0 0 0 0 0 0 0 0 0 0 Io 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ' I I I I I I 1 I I o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ' I x 40 ' FUTURE SANITARY I I I I TRC Com anies Inc. EASEMENT 50 ' PIPELINE EASEMENT p ° ° ° ° ° ° ° � � � o 0 0 , , , , o � 700 Highlander Blvd . ( BY OTHERS) I I RECEPTION NO 3649273 0 0 0 0 0 0 0 ' I I I I ° ° o o �/ T� � Ste . 210 I I ' Arlington , TX 76015 I I Tel : 817-522- 1000 I I www.trccompanies .com I I � � � � � � � 0 � � � � � � � � � � � � � 0 � � � 1 I I I I " I I I I STAMP : I I 50 ' PIPELINE EASEMENT ' I I PANHANDLE EASTERN I PIPELINE COMPANY , , , , o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I I � � � RECEPTION NO 2036248 / � I I � GRIFFITHS #2 SITE SOLAR LEASE I I ' INTERIM REVIEW � _ � ( so . az ± ac) D0CUMENTS � - - - �. � �� , 1 � � � � NOT INTENDED FOR I � EX FIELD ROAD I x � � � � � � � � � � � � � ' ' ° ° ° ° TR TI I I 0 0 0 0 0 0 ' CONS UC ON , B DD NG, � / � � EXOIL & GAS ; � I PRODUCTION & METER FACILITY � � � � �� OR PERMITTING PURPOSES I \ I � � � � � � ' ° ° o , , KELSEY BLAISDELL , P . E . 0 0 0 0 0 0 0 0 0 0 I I � I o 0 0 0 0 0 0 � � A � CO LIC . # 49698 8 � 19 � 2022 — o 0 0 0 0 0 0 � � � � I o 0 0 0 0 0 0 0 0 0 0 0 , / � / I � _ \ I I I x 20' PANELTO FENCE o 0 0 0 0 0 0 0 � ° I -� �,� � I � , I I PROP FENCE -- / � � ���F � I .. ' u u U ' m I I j � � 0 � � `� � � � \ � c� � � ' 1 / � � � � � — � �'� � � x X x X X U , � � `, � � X � X X X — Z � � � � � � � �� � � � I I U V �� ' / 150 ' OILAND I I � Q W GAS SETBACK � � �� � � � / I I EX FIELD ROAD � > � `\\ � 1 � � / EX FENCE (TO BE REMOVED ) N W W �O O � � � \ � , � �C � o0 � � � 150 OIL AND � � � � �� � � GAS SETBACK � � � � O �\ \ I � , / 50 ' PIPELINE EASEMENT ' � � � } I ` � I I ' RECEPTION NO 3649273 ' � � V z z � / LL LLJ � � � � o � � �� / ���� � 1 � � � � - � � � � � � � � � Q v� �, o EX OIL & GAS WELL HEAD I i i � � _ � ' � � � w \ � ' � O � � \ I � m � , ! I � 1 w � � % � � � c� � %� �, � � � � � � � � � � � � � � � - - - � PROJECT NUMBER : ARTHUR M . GRIFFITHS � � � /� � /� � � p LOT B OF RECORDED `f `f O EXEMPTION 1059-03 - 3 - RE1772 , I I ' SHEET TITLE : RECEPTION NO 2534854, OPRWCC ( 128 . 72 ± AC ) I I � � � BOULDERSCIENTIFICLAND, LLC SITE PLAN II I I I � RECEPTION NO . 4501397, OPRWCC ' I I 1 I I SHEET SIZE : ARCH " D " 24 " X 36 " ( 610 x 914 ) � Io y2» i » I I i I ISSUED FOR PERMITTING I I NOT FOR CONSTRUCTION I I EX DITCH I I NO . REVISION DATE INIT I 1 CLIENT & TOWN COMMENTS 3/ 16/22 I ' I L ' 2 CLIENT & TOWN COMMENTS 5/ 16/22 I I 3 CLIENT & TOWN COMMENTS 8/ 19/22 � I IEX FIELD ROAD � / � I� � EX FENCE . / � � � / I , � � _ � - - _ �-- - -� ; - - - - - - - - - - Y �. ��', - - - - - - - - - - _ - � � . �. �,, , - - - - - - _ - . . \ .---"-" ________-_________ - - } �- _ _ ' m / � � � ,_. - - � ��"- --____ o / ; � � � �— — � - DATE : 8/ 19/22 / / � � � ;' ' � — � �� � DRAWN BY : TRC , i � � � �� / (� � � � � � �V � ENGINEER : KB � � � , I APPROVED BY : --- o / � � � _ N PROJECT PHASE � � / . . . . . . ;:: / .: ' ;1, ::\ , �\, �,_�\ ; -,,\ ; .` ;�\ ; �n .\ ;�, ;. �.���; .. ;-_ ;%`� i; , ; . ,T: . . . _ _ . . . . . . . � . .. / , . , �.. i � `� �'. i / \% ,ti � �. :� �� / �� \� � i \� �;. �.i \ / ''V '\� + i . . . . 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REVISION DATE INIT ' � EX FENCE (TO BE REMOVED ) 1 CLIENT & TOWN COMMENTS 3/ 16/22 ' 2 CLIENT & TOWN COMMENTS 5/ 16/22 ' 3 CLIENT & TOWN COMMENTS 8/ 19/22 I ' I 1 ' I I ' BOULDER SCIENTIFIC LAND, LLC � BOULDER SCIENTIFIC LAND, LLC RECEPTION NO . 4501397, OPRWCC m ' RECEPTION NO . 4501397, OPRWCC � ' i DATE : 8/ 19/22 � DRAWN BY : TRC � I ENGINEER : KB N � o N APPR0VED BY : --- 1 � � i � PR0JECT PHASE : � �, USR PLANS � � U ' SCALE : 1 � � = 50 � , M I N I � SHEET N0 . : � , ■ 50 25 0 50 100 .__ � � L � SCALE : 1 " = 50 ' Q U I � � (� YR Pre - dev�eloprnent Runc��f C� Iculatiivn Parameters LEGEND / � Drainage INeighted Runof# Rai �falC Intensity, f Are � Area , A { ac� CQe#ficient, C � � �/hry DA — X DRAINAGE AREA �� FLOW ARROW — A 1Z . 2� 0 . 23f7 6 . 02 X . XX AC B 27 . 22 0 . 2262 5 . 61 CLOUDBREAK � 5 Q 0 R C 11 . 37 0 . 3�43 6 . 33 -� D P - X , WWW . 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I I I � � �\ • • • • • • • • \ � . . � V � �� A � • _ - r^' /� �� �� � � � � A l� i � � ;� - � � � \ � � � i �. % �_ � I � � �. �� x �� � � / V � � � � � � � .�� 3n 3n 3n 3 � � � 3 � . � , � - _ — — `` — � ��°'�cs � „ � � �_ � �, I I PROP CONCRETE PAD � , . � �� 3n , 3n � � � � _ _ __ � _ _ � � � � � ' � � � ,, , � � �. � _ � , A �� �_ ___ _ _ POST DRAI NAG E AREA � . � . . . . , , , � , X . � � X � X, X _� \� � \ � � � MAP � , , . . . . . . . . . : , . . . . . . . . . . � , � ,, . � � , � . . . . . . . . . . . �� . . . . �� �. � . . - . �� . . . . . . . � � , � � , . � ,. . . � . . . . , . �. � � � � �` . . , . . . _ _ . . � �`� � _� � � ► \ � � � , � � , . . . _� . . . . . . � . . . . . . . . . . �., _ � i . . . . . . . -e . . . . 1 � I I \ �� � . . . . � . . . . . . . . . . . . . . . . . . . . . � ' - � , � 1 � , `� ' 1 . . . . . . . . . . , SHEET SIZE : • . ;. . . . . . . � . . . . . . . . . . . � � _ - . . . . . � , �� '� ` , . . . . . . . . . . . . . . � � � � ARCH „ p „ w � � , � , � . . . . . � . . . . . �, . . . . . . . . . . . . . . . . . . � ` PROP 20 ' W GRAVEL ' ' � � � � � \� � , 1 • • • • • • • • • • • • ` • I JJ 11 \ � • ' • j . � . . . . � . . . . . . . . . . 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ACCESS ROAD � � � � � � ��� _ " . , �, . . . . . . . . . . . . . . . x I � �� 24 X 36 ( 610 x 914 ) , ;. , �� � � � � � � � , , . � .3 „ . . . . . . . � . . . . . . . . . . . . . . / o y2» i » • �' .- � _ _ _ ! • V • • • • • • i � 1 • • • • • • • � � /� � �^•• � �' � 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 � I I I I I I I I � � � t \ � \ I I f � 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 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 \� + , 1 1 , �� I \ ' ` I ;� , \ I � � � � � � � � ' ' ' ISSUED FOR PERMITTING _ . . . . . . . . . . . � � � �� . . . . . . . � . � � , ,� � � � � '��� �� � ,. � � . . . . . . . . . . . . . � � . . . . . . . . . . . . . . , ' / �.t � � r , , . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . : { � � � � � � � � � � NOT FOR CONSTRUCTION ,, l . . . . . . . . . . . : . . . . . . . i > > � . . . . . . . . . . . . . _ • • • i • • • • • • • � • • • \I I • • • • • • • • • • • • • ` I � • • • • • • • • ` • • • • • • / • • • � \ \ • • • • • • \ • • • • • • • � __ � � C \ 'r • � • • • • • • \ �'� i . . . . . . . . � . . . . . . \ � --'- — X � � � . . . . . . . . . . . l . . . . � � . . . . . . . . � _ _ _ � A � � � � X � . � . . . . . . � . . . . . . . . . . . . . , , . . . . . . . . . / F 1 � ` . . . — o � � , . . . . / . . . . . . . . . . . . . . . . . . � . . . . . . . . . . \ \ � - / � . . . . � \ ' NO . REVISION DATE INIT `� _ - , , v � e _ �- J , _� � , ; � � . � , , , . . . . . . . . . . . . . . , ; . . . . . , . . . . . . . . . � � . . . . . . . . . . . . , � -- � , , ; , ; ; . . . . . . . . . . . , , , . . . . . . . . . . . , . . . . � � � � � � � � I ₹ � � � � . . . . . . . . . . . . . � ,. ,. „\,, � ,. , , , ' �- .\ \ , � ,,_ ; - - 6 - I�, , ' I X _ � �C , X X / } t X X � - � X -- ' ` \ � ; -- , ,` , l 1 CLIENT & TOWN COMMENTS 3/ 16/22 � � � , �, � - - � - � _ - �/ . � �� � � / . A �� i � i _ '_ � /� - _ - l - `- -' _� � � - - � � , / � -� '" � / ' � - - - -- - � ' _ `_ _ \ / -X �--_ . � ' `_ , , _X _ � s X e - _ 2 CLIENT & TOWN COMMENTS 5/ 16/22 1 � - - - \ V " .- .__ - - � a ..-.- / -� �_ ` `� ' � ' _ - '__-__/� �< .- "e . _.=.>-„ '`r - -' i i i / � / / / _I ' -'� ..' P� �- i / � ' 3 CLIENT & TOWN COMMENTS 8/ 19/22 � � ; � � ; � ; ❑ � A,- - -� �i / ; ,, PROP CONCRETE PAD , - i ,� � i � � � � � � � � � ,� � _ _ ; � � �, � %,� v - _ � / I � � �_- � �, Y � � . } , � � ' / I � _ � I � , � M � fl � N N O N I , DATE : 8/ 19/22 I � � � I i DRAWN BY : TRC � I � I ENGINEER : KB / � , � , � - ,; Q _� JO � � ' APPROVED BY : --- �° ' PROJECT PHASE : .� ;" �% � I � ; y / / %� o , , , , ' USR PLANS - � - , ; ,; ,; o i , , M I ; I ;, � SCALE : , , , � , , � ; 1 �� - 100 ' � � � , o� ; M � �i �i � � �`� /� �' ' SHEET NO . : � � � � / -� i `� I � � ' � � L � � � � � � � ��� � ��� � � � �� � � � � � � � � � � � � � \ U � � \ . i � PV MODULES AT MAX TI LT MATCH TO EXISTING GRADE WITH EMBANKMENT OR DITCHING AS SHOWN ON 20 � GRADING PLAN CLOUDBREAK MATCH EXISTING GRADE 12 " GRAVEL AT 95 % � � RELATIVE COMPACTION , ' ASTM D1557 i•� 2% WWW . CLOUDBREAKENERGY. COM � -- � =j � _ I = CONSTRUCTION NOTES : � ( PER ENGINEER ) MAX - � I = •�� • • • • • •. •� : • •� •�°• •• •' - 1 . SUBGRADE SHALL BE COMPACTED TO AT LEAST 95 / RELATIVE COMPACTION PER ASTM 3 . 25 ' (0 . 991M ) MIN � - � j`' j� ' • ' � "• �' "'•"' � "�� �"� ' � ` � ������•�'` �" ��~��� � ���'� �'^ • ��'• �"'�' ~ "• w' '� ' •� � "''�n '�� � _: D1557, LATEST EDITION , EXCEPT EXPANSIVE CLAYS WHICH SHALL BE COMPACTED 1 . 2 ' (0 . 336 M ) M I N — �'`�/i��/%�/i,`� �/i��/i�/��it�/i� /i.�/i��/i,/�/ .0/%�/i, o O BETWEEN 87 /o AND 92 /o RELATIVE COMPACTION ATA MOISTURE CONTENTAT LEAST CLEARANCE „ 5 % OVER OPTIMUM . ALL SUBGRADE SHALL BE UNIFORMLY MOISTURE CONDITIONED SUBGRADE 6 MINIMUM COMPACTEDAGGREGATE ATA MOISTURE CONTENTAT LEAST5 % ABOVETHE LABORATORYOPTIMUM � � � BASE COURSE (ABC ) AT 95 % RELATIVE TRC Companies , Inc. �/�� �� � ""�� � ' 2 . GRAVEL SHALL CONSIST OF CRUSHED STONE OR CRUSHED CONCRETE LATER \��. i / ' � � i t // ♦ � � ; , '%`%`�%`�`�%``���%`�%% �`%`% ' ` % `' COMPACTION , ASTM D1557 ' � 700 Highlander Blvd . ;�`��`;i���i;��i;�i���i;��`,,��``� ���;�` ��;`;'�`� � �� COMPACTED TO AT LEAST 95 % RELATIVE COMPACTION PER ASTM D1557, LATEST �� �� � Ste . 210 � � ��, � � �� � �� �;��i�i��i��i��� . ���� ������������ EDITION , AT A MOISTURE CONTENT NEAR THE LABORATORY OPTIMUM . Arlington , TX 76015 ��,��,,����i�.i,�\� , ,, \�,,� \�,�„�,, �����!�������������!�%. . . . ;:��\�i\�;��\��\i;; C LEAR, i i � � i � 3 . GEOTEXTILE : SEPARATES AND PREVENTS SETTLING BETWEEN SUBGRADE AND GRAVEL Tel : 817-522- 1000 ., �,/��,��,,�,� /��,, � ��r :r��,/�r,�i, . ;����,���������������,,�� � , ; �������,��, GRUB, STRIPAND SUBBASE www.trccompanies .com �;-� , i� ii i��, :, ,. , . , , i� i�,: ;���������,��������;� � � � � � . ;;���<�. � ;- � �� STOCKPILE TOPSOIL � i� i� r� � %�� � , , � �� GENERAL ROAD SURFACE PRINCIPLES : STAMP ' /�\\\/\\\%\\/�\%\\//\\//\�%\ <%�\��:\ . PER ENGINEER NO CROWN 1 . PRESERVE AND MAINTAIN A PROPER CROWN OR SLOPE FOR GOOD DRAINAGE ��% �%�i�/i�/i�/�;�� i�� �v�����i: - 2 . KEEP ROAD SURFACE TIGHT AND IMPERVIOUS . ';��i�i������%;i; �; `�i���`; - 3 . PERFORM REGULAR DRAINAGE AND MAINTENANCE AND GRADING . �i�i� �i��/i�✓��/`� :� :!���: r�\ /\%\y\r . > >,��, \��\�\�'�\%� ��.: `�%\��\�%;/. " , , ,� � D0CUMENTS � ����%?�% , : �� , � TYPICAL ACCESS R0AD SECTI0N NOT , NTENpEp FOR . �: ����� � � � � CONSTRUCTION , BIDDING, NOT TO SCALE OR PERMITTING PURPOSES 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 T-2 Grass Swale 8 / 19 / 2022 TRACKER WITH M0DULES NOT TO SCALE �� � ,i „� ;�L � '::�, - ' ,��'� ;,J . , :.Y � IayLe JJ`�� ��. � L�I ` ����lp. ��i �(���t ��f� ��.. � 1 �� A7 � � �C 'L� �,1ah „�.�Y{'iMj �� .� �I �I � ,, �} _ W ! ; ,_ �,, �, i��y TO BE SEEDED TO MATCH � � .i ' � l� l ��.` �� I � S ��� Y�il ir'� I I l � il _ � � , , -, SURROUNDING SURFACE FINISH GRADE � U c l �,�pqr� e . ; ---------- --- ----- - � "-,� _ ' "� �' 'V.E Y` ?J�C' t � �� �`'��I ���t „�� � � . � ' �ii`, IS i .J .iti�l ��" � ' - • 1�• A� :� jX' J { - 1 � � � '� . _ . � " . . 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'�� � �.9�G � , ' � , a,�+����h ��� �� ,�d�t�w�� �� ����5�tr�ti�, �k�iC��� ° ' ' �� „ ' ����"� �ih�s �re� •� ��r�a � M� ,�H�i��rl ���, ,�',� nhu�a����,i� z.��� u�r�u4i'�m; CONDUITS FOR m � �;� �11,�`, � - �� � w�um����,�i � e� � � � �� � �F�ic��. .��� I �� ��a ,=�sl u� z o � ����,I � �, ��� '^� '� �' �'���� � � , , ,, � � � � � TELECOMMUNICATIONS AS � t�i � �I�� �d ,F� '� �� A�7A�, r�3�r�33 �NNVd�� � �`p��_��Il�a�� 'r�'� �-��'���r�I_ �� ��� x �� ' ,��'� o REQUIRED Y�fif�li�p��1i , ��tE' �eP��IF9� C��EM ���Ri �F ��;;, o _ , � �l�11'�����—�J�� 'i ���'����� � o ' /� �g�,� 1 ' - 6 " MAX . - v , � � w w :� eSt��i�,�t�T�; �N�Uu� , � 0C � i; �� � � i�i '�o � i �ihPJ����v �' — �S�P'�i�� 4i��y�fiR�i�; � � �°¢ ��4� ��� ��U�M ' �, 2� > > � � il'a� r � ! it�� � i6ary R �i,a�� - � � �16F31� i , � �E � i alff₹+rUC�'C��� I�� '�t1�1 , , r : ��-, ,. , i, . W W '...` � .� BAF�W4 �E � ��II¢�. � 1L�.5�I i ' � � � � ; , - ; y ,. - nw , , 6; 7i ����,� �,�i� � w�! ;��'� NOTE : TRENCH WIDTHTOVARY PR0� ECT NUMBER : „ "� "� „ DEPENDING ON BUCKET WIDTH v� v� � , � � �,,. �' � — � , �, � � � a �; ,� y,�� � , r �j� 5 SCH 40 PVC WITH 3/ ' � :� :, , 434718 oC ,ll�� �r�� � ,L,� �L�'����UTsi ,� , I , , � � "` ` ° � , � �` � �`� �' � � ' � ' ' ' , TURN AR0UND DETAIL # 1/0AWGCONDUCTORS & NOTTOEXCEEDI '-6 " . ���� �� � #6 AWG GROUND FROM J U II' I ,.� � .�+� i 'R' i ��+„�, �1�� �^1�5 �� � '� FnC�� � -r: � ,_ '�� � . � � � ir � �,�� �.u�s� a��� ��+�e� � ��� ��} �„ ' " � � � ' � � �� �" . '� NOT TO SCALE � MINIMUM COVER REQUIRED TO SHEET TITLE : m 4'.y`� ��P1�3�.t"� +�`�iF�s�� i��1�IM � SW/,iL�l � ��M�'EPoIY�`.�eN �' � , � TRANSFORMER TO RISER c��,�t��'r� �, �aE tc�� ��,�v���� ��r������' �i�n�u�r�e"� ���e�s'� � ;�� �u� 'u!� ' � � � � MEET 2012 NEC TABLE 300-50 i���u� v�r�a usi�� .�, ���ru�r � �E�nc�� ie� c��u �au�r� �a� �; r���� ������ � ��� . „ „ ���-��. ;�����ii��, D E TA I L S 3 CLR SIZE VARIES 3 c �R �� AC C0NDUIT TRENCH DETAIL NOTES : Figure GS-1. Grass Swale Profile and Sections NOT TO SCALE 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 . ) 24 �� X 3F) �� ( 610 x 914 ) 3 . REINFORCING SHALL BE ASTM A615 GR . 60 ( 60 KSI YIELD . ) Design Example 4 . USE %4 " CHAMFER ON ALL EXPOSED EDGES, UNLESS NOTED OTHERWISE . � Y2" 1 " 5 . FOUNDATIONS TO BE BACKFILLED & COMPACTED IN ACCORDANCE WITH THE CONTRACT The UD-BMP workbook, designed as a tool for both designer and reviewing agency is available at DOCUMENTS . 6 . ESTIMATEDCONCRETEQUALITYISFOROWNER ' SASSETMANAGEMENTPURPOSESONLY. d��roudfecl.Qr�. Thissectionprovidesacompleteddesignformfrointhisworkbookasanexample. � SSUED FOR PERMITTING CONTRACTOR IS RESPONSIBLE FOR DETERMINING QUANTITIES FOR CONSTRUCTION & BID NOT FOR CONSTRUCTION PU RPOSES . 7 . EQUIPMENT ANCHORAGE TO BE HILTI ADHESIVE ANCHOR, DESIGNED UPON RECEIPT OF CE RTI F I E D EQU I P M E NT D RAW I N G S . GS-6 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Valume 3 NO . REVISION DATE INIT TYPICAL EQUIPMENT PAD DETAIL 1 CLIENT & TOWN COMMENTS 3/ 16/22 NOT TO SCALE 2 CLIENT & TOWN COMMENTS 5/ 16/22 3 CLIENT & TOWN COMMENTS 8/ 19/22 DANGER DANGER 9216 C0UNTY R0AD 48 . 5 J0HNST0WN , C0 80543 ^ � O High Voltage � � Within Keep Y SITE 0W N E R : ----------- � m SITE 0WNER NUMBER : ------------ TreSpaSSing DUt � DATE : 8/ 19/22 � � 0 & M C0MPANY : GRIFFITHS #2 S0LAR DRAWN BY : TRC N 0 & M C0MPANY NUMBER : --------- � o NOTEs : ENGINEER . KB N N APPR0VED BY : --- � 1 . SIGNS SHALL CONFORM TO THE 2013 OSHA AND ANSI REQUIREMENTS . PR0.IECT PHASE : � C0NTACT PLAQUE DETAIL 2 . SIGNS SHALL BE 20 WIDE BY 14 HIGH . �� 3 . SIGNS SHALL HAVE A MOUNTING HEIGHT OF BETWEEN 45 TO 66 INCHES . USR PLANS . _ o 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 NON E � REGULATIONS . M � SHEET N0 . : � DANGER SIGNS � � Nor ro scA� � 0 � � Q U Zo � 1.66" DIA. 1O ' 10 ' HOG/GAME FENCE- MESH , TYP � 4'-0" TOP RAIL I GATE POST HINGE SPACE � 3 GATE POST SPACE CLOUDBREAK 3/16"x3/4" STRETCHER TENSION BANDS \� �� BAR (TYP ) (5 ) MIN . (TYP. ) �; � WWW . CLOUDBREAKENERGY. COM o � ` 1 � � 00 3/8" DIA. �� 9 g TENSION ROD � AT ENDS LATCH LINE POST AND CORNERS z j� LINE POST z 0 3 " MAX I I I I CONCRETE FOOTING � � � u� u� o CORNER POST � o TRC Companies , Inc. � � � 700 Highlander Blvd . PERSONNEL GATE �/ T� C Ste . 2 � 0 Arlington , TX 76015 Tel : 817-522- 1000 LAB E L LEG E N D � www.trccompanies .com �. I I . O1 LOCK KEEPER O6 6 UPPER GUIDE � OI II TAMP . O2 LOCK KEEPER GUIDE O7 9 GA. TIE WIRES @ 12 " SPACING ON TOP RAIL & TENSION WIRE O3 LOWERFORKS O8 9GA. WIRETIESONLINEPOSTSSHALLBE@15 " SPACING I I I I I I I I I I INTERIM REVIEW HINGE „ � � � � � � � � � � O4 UPPER FORKS O9 7 GA. TENSION WIRE 6 ABOVE BOTTOM SELVAGE I I DROP BAR I I I I I I z I I D 0CU M EN TS O5 LOWER GUIDE 1� 1 .66" DIA. BRACE RAIL AT ENDS AND CORNERS I I I I I I I I � I I I I I I � I I I I � I I NOT INTENDED FOR NOTES : rn CONSTRUCTION , BIDDING, I I I I I I I I I I OR PERMITTING PURPOSES 1 . PANIC HARDWARE INSTALLED PER FRFR REQUIREMENTS u u u u u KELSEY BLAISDELL , P . E . CO LIC . # 49698 16 ' -0 " MAXIMUM 8 / 19 / 2022 12 " FOOTING WIDTH 16 ' -0 " MAXIMUM LINE POSTS TO BE EQUALLY SPACED 24" MIN . NEW ASPHALT SAW CUT AND REM0VE �XISTING AS� HA �T ASPHALT 2 DEPTH GATE TYPICAL FENCE LAYOUT � W F N � F � � N . . . . . . . . . . � a a � � � GAME FENCE N U W ,� � N0T T0 SCALE � W � � o�o � ���..�����\,�����\ � ��\��������\��°��''����� Cn O J � O ������������'�������� ������������������������ _ � Q � � saw cur oR o�H €R ( , ~ METH0D AS APPR0VED � � v z Z L.L W � � � � � � o — �o SAW CUT ASPHALT 0R " T- J0INT" DETAIL � � � N � � 0 � � � � m Nofi��: W Cn 1 . ��INfi fib � ���� Wlfi�l �I �Ufi�� �MU ��I �I �� A��I� ,��fi (��0W ��fifiING) � �RI9R fi9 �AVING ����AfiI �N . �,���Y fiACK (Ca�- 1h } fi� fib � MI ���� 9� SAW� CU7 �DG� ��I0R fi� �AVING 0���A�I0NS. 2. RATE 0F APPLICA,TI9N SHALL BE AS DETERMINED BY THE ENGINEER AT THE TIME 9F APPLICATE0N . CSS- 1h SHALL 6E APPLIED AT 0. 10 GAL/SY. A DIFFERENT APPLICATI0N RATE SHALL B€ APPR0VED �Y WELD C0UNTY. PR0� ECT NUMBER : 434718 SHEET TITLE : #4 CU GROUND BONDING JUMPER AT ROWS WITH ENDPIERKIT 239 �� FENCE DETAILS COPPERWELD #4 CU GROUND BONDING COPPER CLAD STEEL 40% CAB HANGE JUMPER AT ROWS WITH � EHS (NPICAL) END PIER KIT � N 1'-6 1l2" MESSENGER WIRE � 2,_�„ o "X SHEET SIZE : � END PIER KI - ` CAB9607 0 2KVDCP y o 9706PIERCAB ` » AR'CH " D " � WIRE 24 X 36 ( 610 x 914 ) 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 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 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 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 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 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 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 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 I I= TEMP CONSTRUCTION TRAILER ° Y2" 1 " 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 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 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 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 I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 10 'X40' STORAGE CONTAINER ISSUED FOR PERMITTING 2a�-O�� EAST-WEST MESSENGER WIRE DETAIL NOT FOR CONSTRUCTION 1 il2"=1 '-0" DCCOMBINE � POST COMBINER DC POST COMBINER UNISTRU ESSENGER WIRE UNISTRU ` � �Z8> #, a �„ COM8INER PARKING AREA 2kVDC PV WIRE (28) #10 CU AB MID- PIER KIT 4 2kVDCPVWIRE L-BRACKET NO . REVISION DATE INIT O 50 '± 1 CLIENT & TOWN COMMENTS 3/ 16/22 (22) #350 KCMIL AL N �, q 2kVDC PV WIRE � "' ( NO MORE THAN 6 PER CAB HANGE � CARRIER ) Z CLIENT & TOWN COMMENTS 5/ 16/22 #350 KCMIL AL 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 I I-I I 2kVDC PV WIRE ( NOMORETHAN6PER 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-I I I 3 CLIENT & TOWN COMMENTS 8/ 19/22 CARRIER ) 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 I I-I I CAB 9993 DETAIL 3 CABT9O1O3 DETAIL COMBINER BOX DETAIL- COMBINER BOX DETAIL- SIDE PORTABLE TOILETS 2 NTS FRONT ELEVATION ELEVATION 4 , �z�_,,_o., 5 ,�z.,_,,_a., NOTE: FACE COMBINER 8OXES EAST NOTE: FACE COMBINER BOXES EAST • • ..� _ �r' ESSENGER WIRE #4 CU GROUND 8ONDING #4 CU GROUND BONDIN JUMPER AT ROWS WITH CAB 970 JUMPER AT ROWS WITH CAB HANGER END PIER KIT COPPERWELO MID PIER END PIER KIT _ COPPER CLAD STEEL 40 % CP.B HANGER (TYPICAL) ` EHS (TYpICAL) � MESSENGER WIRE � - Y - � 0 1/2' } o o - N m N � N � 2._0. ; 8/ 19/22 � � �, MAX � DATE : � � M I-111-111-111-11 III-111-111-111-111-111 III-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111 DRAWN BY : TRC o I I I=I I I=I I I=I I I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I I I I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I N oTEs : E N G I N E E R : K B N 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—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—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—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I � 4 -3 , �Z� 1 . UPON COMPLETION OF PHASE CONTRACTOR SHALL REMOVE TEMPORARY CONTRACTOR STAGING AREA. UPON REMOVAL APPR0VED BY : --- � CAB HANGER DETAIL- MOUNTED NORTH - SOUTH MESSENGER WIRE DETAIL CONTRACTOR SHALL RESTORE DISTURBED AREA WITH VEGETATION/GRASS AS DENOTED HEREIN AND ON SITE PLANS . , PR0JECT PHASE : � ON MESSENGER WIRE 7 „2��-,�_o.. USR PLANS �� 6 „��=,,_o., 2 . NO MORE THAN 250 GALLONS OF FUEL WILL BE STORED ON SITE . _ � O . O � �C NAkE Y`kEGM7 iN LSSlFT MESSENGER WIRE NOTES: o _ A . � 1 . REFER TO AR TECH R4CK DRAWINGS FOR R4CKING DETAILS. � � WNiB C.C � : IliEF WIEIGHT ; FflTRL pET � Ttl7AL HET C � U 67TE • IUYC�I[CMIL .CUfAL i N O N E , � Sfi[FT i V HT LBS} 7 2. THOROUGHLY REVIEW AB PRODUCTS INSTALLATION GUIDE BEFORE OMMENCING WORK ON MESSENGER WIRE TYPICAL C0NTRACT0R STAGING AREA PLAN QTY 19 JEIG HFT YYAFkS SbS�fT C C rn =--E----�-y��--� ��--����---�---------���� --------=��--��---�---------��_�----�--- - � ���-- ------------ - ��--�� WSTALLATION. INSTALLMESSENGERWIREPERCABPRODUCTSINSTALLATIONGUIDELWES. REFERTOPRODUCT M : 2R # 102KLP'JIPIIRE :Cli � S�I��---����������������� ���� ----------- � ��� DATASHEETSFORSPEGRCPARTNUMBERDETAIL5. THECABSOLARINSTALLATIONGUIDEONPAGEI4-16PROVIDE5 .. """"". . . ... . ... . . . ..... .. ....... . N ! 22 #350KC3fh 21CL' W W92E :AL � 48;i E0?7A 1027A SAG AND TENSIONTABLES. . � , , ��� ��, 9�,; ___ ; o � NOT TO SCALE SHEET N0 . . -p 1 4l iCA9 191 _ � ; i I ll. 3. MAXIMUM TOTAL CABLE WEIGHT IS CALCULATED AT 11 .87LBS/FT, NOT INCLUDING THE WEIGHT OF THE CAB HANGERS � : ! � .' : � OR MESSENGER WIRE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .. ... .�. � FpTW. 47.78 � 4. FOR THE EAST-WEST MESSENGER WIRE WITH 20 FOOT SPAN, THE MAXIMUM SAG WILL BE APPROXIMATELY 5" AND FOR - � THE NORTH-SOUTH MESSENGER WIRE WITH 24'3 1/2" SPAN, THE MAXIMUM SAG WILL 8E APPROXIMATELY 8". O � 5. 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REVISION DATE INIT � 18", a . �rL� F�rvc� sr���� �� ir��T,����� �� i�� T� �r�� � ,a� o QisTu�Bir�e ��Ti�rr,iiiE� , 1 CLIENT & TOWN COMMENTS 3/ 16/22 t�T i�.�'T' 1 �'° hAlhl � i�T �€� c€ r�ar��rv��tl�� h��lr€�'� 2 CLIENT & TOWN COMMENTS 5/ 16/22 c�� s� i_r ��t��� =:r�i �" ����t ��' a�" �,tir� � . If�SPECT B�1Ps EA� HI "N�ff�K'C1�t4Y. aCVD MAIf4TAlN THEM � fV E�FECTIVE I�PE �ATINIG C6�PJCNIT[C1�t . �� �� ��' r�,�� r�T�r��c� aF en� Ps s �a�La �e P�a,�cri��, tvor ��,cT[v�. �rasP��.r �� �� ,�s � c�ar� As 3 CLIENT & TOWN COMMENTS 8/ 19/22 FCJS'�SiBLE {AND AL'�'AY5 't�ITIHI �J 24 H �7URS) FOI�L�UINING A �T4F2M THAT C,�4��'�ES 5�JF2�a� E ER'1JS13N , AhtD PERFC�t�'IWI IW �'� E'�5�� MkIhJTENAfdCE. 2 , �f�EQUENT QgSER4"�1(IIJ�hJ5� �(J �l hq�tfNTENA�lC� ,4�E NECE�SARY Tfl AA,Al14T� ff� B�AIPs I �J EF�E�FIVE OPERATING ��Yh�LtlTl �thJ . IPVISPECTI�NS AN�3 CORRE�TIV� MEA�I,� R'Ea' �'�1 �71�LL �E � I �L� �EN � E ���u �nEr�r�o rHQRauc �i��r. F�t�STS �IH�kLIL �V'EF�L�oP' .� . i+�H �RE BMPs HAVE F��LE� , F�EP'AIR QR R ��'L4CEMEhIT SHQULQ BE INIITII�,TEC� UJPD�hV _ . _ . . . OISCGVERY QF THE F�41LUI�E. AT JDEI�T� 5� TMIAT �l� �;�ff'S,' J�II�I ��I �'F IfN SNL�° �h3 � 4'�. SECIIM�N7' ACCLIMUIL�If�[} I� f�S7F��4�1 0� �H� SILl' FEYJCE SHALL BE f�E �1 �IW�[� f�S NEEDEb FfRST �C3 Ps�f�If�I�AIN 7HE �UN�'rHC�I�,�LI11Y €1� TF� � E31u1W � �Y"PICALLY WH�N �1EPThl C��F �� ��Jk�IUL��'E�1 �'E��IPNENT5 f� RPPRC7�lI�T ��Y �'�. L I�f3TA7E S � REP�iR �R REPLx� F' � �L7' �l�E' �tHEhJ 7HERE kRE �6�NS C5F ?�dE�F2; S�I] � HI �,� 5,���] �fG , Y SECt�hIQ TE�4�l�+f�; C}I� ��LLhV$E„ � �� . , m P�STS SHALL BE Jt�It�Ea ��S 6 . �ILT FE�10E IS TC? �'EPai�lb� IfJ �Ll�,CE UV�TiL THE llP�Tf� EAI� 61�TUR �'ED� ,�� E}� IS �TF�BILIZED � �Ht�wsa > rr� er� ��ra�E� 7iae� ���, T� ������s �� c,;�c�t��a�Ti �� H�.��g �na � ,�����v€� �v r�u � ����,�� �sur�d��E�ri�� , �� i� �€���€a � �r� ��� €���rar P ��i� Er�� DATE : 8/ 19/22 � INI C11REC1�I�N �H�?WN ,P�Y41Ch ��R'C�'E�I BEEf� E�tAG�Ef�ATE[� , TYP � �L� f�,1E�kT �CfPVT��1L ���' a M �r� ra �-wE ��c�� arao� DRAWN BY : TRC � ? � ��f��1 �fL—T �E�l�� !� ��P� �3���, k�� DI�TI�f₹BE� A�€�,� �F1fi�� B� ���5�'���� 1�fTfil T�P�iL-, N 5EGT1 �) I`�I A � €�r�E� ;arve r� u�cHt� �� �rr����re�� �r,�i �f�€� �� ,ap�e��v�� �v ������ �a� �i��i�TN�r� . ENGINEER : KB 0 N N ��,QEftdL A6,4PTEp FR0M TdWG�I dF, Ra�f�KE�, �Q'LQRA4]6 WU6 CITv OF AURf3RR, NOT AV.�lLA9LE IN �.WTd�m� APPR0VED BY : --- � � � VL�T�, M,�NY .JUR15[3t�LI�hJ� HI��tE' �CaIP �ET�IL5 TH,4T 'dARI' FRt)M ULF�C:L �F�IIf��L� D � ET,� L5. PR0.JECT PHASE : 3 � �71'tlS�4LT L�,'ITN LC7CAL, J �IR1��9I�TI �iI�H� ,,� T� �NHI�H �3ETAIL �Ht�ULI� 1�� I�SE� ��-IIEM � �" � � 1 . SILT FEN � E �� w�����c�� ��� �a�n�� . USR PLANS .� _ � 0 U SCALE : _ NONE � � M � SHEET N0 . : � November 2010 Urban Drainage and Flood Control District SF-3 SF-4 Urban Drainage and Flood Control District November 2010 L � Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 � � 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 50. 82 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. S � 1 9 � 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 N U W � � 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 3/ 16/22 2 CLIENT & TOWN COMMENTS 5/ 16/22 3 CLIENT & TOWN COMMENTS 8/ 19/22 � � Y d } m � � � DATE : 8/ 19/22 M N DRAWN BY : TRC N � ENGINEER : KB N � APPROVED BY : --- � � PROJECT PHASE : . , N USR PLANS � w U SCALE : � NONE � M � SHEET NO . : � � L ; � Q U
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