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AS N07EU <br /> . <br /> �� ��: . ., ;.: .r,�,. , -. _ _ ; \ . -� . . _ . . . '� � \ ,.:.. � �� 1 CONNECT TO EX 15 0l .... ,< .: <br /> �.. #, . __ _ . . . . o ,. � \ <br /> � � _ - � cRouNowArER . .D-- PROJECT MANAGER.• <br /> . <br /> .-. � .:. . ...... . .._._ \ \ �{ ! <br /> . . <br /> . <br /> , . . .. . - - . t_ <br /> � , , � .. ^,,..:, .:.,. .. .,. ,_... iNUEsnca noN � . . . � . � -- <br /> , ,. � �. : <br /> _ � . . .... . _,,.. ... ._ � . <br /> .,.: _...... ; ._.: .. _._ � <br /> � '� \ �' CHR/S7i'�PHER H MILLER, PE <br /> . <br /> � � ; <br /> I _ m,.. ,.... - ' , <br /> . `..,, . -- _ -- : AREA "A2" . <br /> _:- � <br /> ., . . , . <br /> ,,,. ; .� . . . . ,,,, � �� .� � �,� ce 32 tv. . <br /> � . . _`. v;v... : - ..,.. - -.. ; . . . . . � _ <br /> � ..� �-,. ,. ; .__... _.. ; = � . . . . . . �;, I.. . ,"- SEE SHEET RS 01 <br /> � . � _ ,, : , - ... : _ , _ � . ; .. PROJECT ENGINEER: <br /> .:, . � . . _ ;� \ <br /> ,. . _ .. , <br /> ,< <br /> , , ,. , `.: , <br /> o ,,,.. _ \ <br /> . _ ,,. . - <br /> .,> <br /> , .: ` . <br /> E o. _. ROBERT DAHN <br /> . _... a �: a , . <br /> . .: .. � � T <br /> ., .... ... . >... : . ,.,,. . . ...,. :.... <br /> I � . <br /> , <br /> : . � \� <br /> . <br /> � <br /> .- <br /> � <br /> „ ...... .., - ��. <br /> . �� , . ' _:' : . � '� � �. �_ . _ . -, _-_��-.�.��� �_�� .��. , . �. _ . , N .,t. , .... . <br /> .� : ,,.,... ; . . ,: ._. \ 1 1 - DESIGNER: <br /> I �.'. .:. . � ... <br /> . . � ,� :. . . �, � . .. <br /> �� <br /> T1 P R � ' � � ' o _ ,�. '-�'.'... �,� ,.. _ - - � SD P/PE JUSTIN H. RODDA <br /> .. - .. - .�. , ,, <br /> I ; :- ::• � `f'. < '` . INLET PRO TEC ON E -. <br /> - :, •;.' <br /> ,.,, <br /> , � "�,,`. . 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MWS 15.50 <br /> � � uv- -�- �=T=-- - __ - �_ �u G S U <br /> x - . -- - --� _- <br /> � - . _ .. <br /> ,,, <br /> �; � r= - '___ .. - ,,, ,- : <br /> . . _ E�11 T�4ANCE PER _. <br /> . .. : lE 17.00 � � �n <br /> ��-- . . . s� / � - __" `� �4 - �s lE 17.20 ! - - - , COE STD PLAN 201 �4 ` 2 <br /> I � L� �-� ... .. f_ . �� ... � ... �_ ... �_ ... ,�_ ... .�_ ... .. �.� .. ... .. ... _� .. ... _� .. _� ��� �1� 0 <br /> � ,• '-� � <br /> . . . . . . ... . <br /> EX CB � 1 y <br /> � � � fe � � , <br /> cn� � / SILT FENCE PER COE , RlM 16.14 TEMPORARY � REMEDIATION AREA > <br /> I � � �' .. STU PLAN 214 TYP /E 17.00 24"�E s.�s (N) :' _ _ _ Ra�-2a SED/MENT POND A W <br /> I _ CONSTRUC770N _ _ <br /> '`' � I.. , r . 18 7EMP /E 9E79 SW � <br /> � I � I. � CONSTRUC710N _ <br /> _ .;; �e ` � � EN TRANCE GA TF �4 <br /> � ' ` � 6 WIDE ARMORED <br /> � , <br /> FENCING TYP M s� , <br /> I N • � 17.50 <br /> • CUL VERT " '•, CHANNEL W 4 TO <br /> �. I. II ��rn 0 � CONNECT TD � : 6" QUARRY SPALLS <br /> ��` � Ii � ; ROCK CHECK DAM 50' ,, EX CB t TO BOTTOM OF POND <br /> " .. . � I . I ; : 0.C. M/N PER COE �. <br /> I < ;��. STD PLAN 206 (TYP) TEMPORARY � � ' <br /> I �� _ �o , CONSTRUC770N , �',��\ � � <br /> I � � � 6 WIDE ARMORED ENTRANCE PER ::* .{�� 1 � - �F Z <br /> � �_ I . CHANNEL W 4 TD �,,<. . <br /> I � .I Il • COE STD PLAN 201 � l�' 1 . <br /> �. � 6 QUARRY SPALLS '� � <br /> , 1 <br /> I o � �f: TO BOTTOM OF POND � w ,,: r1 1 =, <br /> I� JI 336-18 TEMP 0 v � <br /> II <br /> I . � II '•' --� ... -�. �e SD P/PE : �: RP�N EN1 PpN .. _ �/� ' 1\ ' � m <br /> o . � <br /> - ... <br /> . . <br /> � � �4 pIM BU/LD/NG A " �� \ � � <br /> � �� <br /> � I I II �2 _ ; s� �� <br /> � PRELOAD AREA \ � . 1 - � <br /> � . I .� _ I I I ' ' ' �6 p R pI N P O NO B e, . P A D E L E V� 2 3.9 2 � �� � �' � Q <br /> I � I ; � T E M P O R A R Y R I S E R P E R E N T �, �, . � 0 <br /> � . � <br /> � � � . � ! , COE STU PLAN 219 . EO�M f �,/, � \ <br /> I��. _ � ' ; � DEWA TER/NG OR/FICE �v � 1 =. <br /> � . �' � � -. � , D <br /> I i D/AMETFR = 7 <br /> `I ��� RELOCA TED PER HEAL TH � '. � Z <br /> I �� ; � � lE OUT 13.50 DISTRICT AN17 DEPT OF EC�LQGY : � 1 � <br /> � I . C � I . , REQUIREMEN�. CONTRACTOR' � �' 1� � `., 1 � � <br /> " `�� � I ; I � , ". PORT OF EVF�TT FOR�OCA710N � 1 � � � O <br /> ��I � ' , �'_`f o OF REPLACEMEIV�T WELLS 1 \ � `v I� <br /> � � � �� i � � � � �. - � � ; 1 W � �l t� <br /> � � i � I � � . <br /> I� I � � � � �= 1 <br /> ( { ' ,� � ::h � �� � ` - � II] Q Z ? <br /> u � ► � � � . h �� � T Q a Q � <br /> � 2� V� � Z �n <br /> , ��,.�. 1 � �- �s f "� z � J <br /> �f I � , f � <br /> 3: � : {: <br /> O i � I � � I S7nG1KP/LE AREA s r S< ; 1 3 , . �6 1 � <br /> f t ' � ;'" �' , � Q <br /> ; (� i � m , ; Y ;`� � �= oNrR T R r � a � <br /> Q ' � ' S � # '` Z ' PUMP POND/NG � � <br /> ; � �. � � f � � t . <br /> � <br /> � "' <br /> „ " <br /> Q , � . I � �o '� f f �} f � 2` x r t , ,3f>° $' 3� WA TER TO EASTERN <br /> �X . � � I . ' .��I � �. . a:,:.. .., .. � . ' F ff� .j S . F r F Z,r v�t Y£ j �,, �' � O <br /> �i I � { fl � INTERCEPTOR SWALE 1� TEMPORARY/NTL�RCEPTOR t � Z <br /> a . N � PUMP POND/NG � �.�_.r.. ..._�. .��. ..� .�. .,��. _.�.. �:... <br /> , . f � -� � � SWALES PER COE STD Q <br /> � � . { f. WA TER TO WESTERN � I ' Q Z �' <br /> , �, � I ' � INTERCEPTOR SWALE �s 6 � PLAN 204 (TYP) 1 �I \ � <br /> 0 ��� � � I � ; � <br /> \ � � : � I REMELIATION I EL 17.75 . 1 � � � <br /> (�n AREA -�+ N <br /> V�x I ; <br /> } f_ RA�o-2 TEMPORARY SEDIMENT POND B ` �s � <br /> �i ; a PER COE STD PL4N 217 d[ 218 74 � � � <br /> � , ,. . _ .:::.. , .:..:: _ <br /> ,... . . . : .::. , <::: , _, :. . ,.. : :� ,; ..:. .,. ;. . ... <br /> - _....._ �.,_..:.. _ iar '" ._.__... . ....,,ra� �:¢ �rww ... wYNMk _. .,. .::::_ ..,.,. -`. :�.. <br /> � . . . . . . _llllf.. ..._..'. �MYlMM!'.. ..__........._ ._.._ ?IMI,�MIl.:_. _... . . ?iq�l�M�! ., .:. .�Al1!;.. ... ..:. ., _.�. .y(�1!�IIIY: . <br /> � � }.}:I � II � � '. I AREA PROV/DED = 14,610 SF � <br /> _ . � <br /> . 1 � <br /> , � �� f � BOTTOM EL 12.00 <br /> � 6 CONSTRUC710N T F P 1 , ` O <br /> � S/L ENCE ER COE <br /> �i ;� } .� I � ; I TOP EL 16.50 1 1 . � Q .I <br /> MWS 15.50 F£NCING TYP STD PLAN 214 TYP X 1 �. -� � � <br /> ��. a i <br /> � � . 1 Q � <br /> x 4 � REMEDIA T10N AREA '.` <br /> i ��.I. . .I .I w RA10-4C ' P I 1 1 I � O �p' W <br /> . � . ; � � � . r <br /> � I f� �. I I BAFFLE ^J�,; � � \ V � <br /> i ) � � � � TESC NOTES � �� <br /> � `' C A1�ID C� °Il..���NC l�'N .S !`��L(,'/v ��. � � l� <br /> ' � 1 � ' ., _ � 1. APPRO VAL OF TH/S EROS/ON/SED/MEN 110N CON TROL (ESC) PLAN DOES NO T CONS77 TU TE AN APPRO VAL OF ,: �A'SE a �S � <br /> I PERMANENT RDAD OR DRA/NAGE (E.G. SIZE AND LOCA710N OF ROADS, PIPES, RESTRICTOR�, CHANNELS, ;�, �(+� pnlL�. N� ��' �ls �m� � t �; � �/ J W <br /> x � ' I 18 RETENTION FAC/L/T1E� UT1LlTlES). ��"�R � �le PfI�S� -..- �i <br /> o I �� i � � o� ;: c �o�s �',�n,�' P�1��-°a o2°I � � � <br /> I � ; 0� 2. THE /MPLEMENTAl10N OF THESE ESC PLANS AND THE CONSTRUCT/ON, MA/NTENANCE, REPLACEMENT, AND `; PU� �'(1,QP� DNv�• ��'��� '� � Q <br /> , � I �� P .l �l�l Q <br /> I � '( I UPGRAD/NG OF THESE ESC FACIL/71ES /S TNE RESPONS/B/L/TY OF THE APPL/CANT/CONTRACTOR UNT1L ALL �1�� � <br /> 1� � �' � �� CONSTRUC710N lS COMPLETED AND APPROVED AND VEGETA 710N NDSCAP/NG lS ESTABUSHED. '�SC �D ��� �.12m l� � � <br /> i � o\�' I � jr ,Q�C�_��l I?F � SF�Pf��' W � <br /> � 1 � � I I I � 6' W/DE ARMORED 3 T H E B O U N D A R I E S O F T H E C L E A R/N G L l M/T S S H O W N O N T H/S P L A N S H A L L B E C L E A R L Y F L A G G E D /N T H E F/E L D ��k ����`=' � ` � <br /> , I I C H A N N E L W 4 T O PR/OR TO CONSTRUC770N. DUR/NG THE CONSTRUCTIDN PER/OD, ND OISTURBANCE BEYOND THE FLAGGED CLEAR/NG =<A � C� <br /> a � : I �B 6" QUARRY SPALLS EL 19.00 UM/TS SHALL BE PERMlT7ED. THE FLAGG/NG SHALL BE MA/NTA/NED BY THE APPL/CANT/CONTRACTOR FOR THE <br /> o, TO BOTTOM OF POND <br /> � � f2 � DURA T/ON OF THE CONS7RUCT/ON. <br /> � � � � - r4 4. THE ESC FAC/L/11ES SHOWN ON TH/S PLAN MUST B£ CONSTRUC�FD /N CONJUNCTION W1TH ALL CLEAR/NG AND �k� ��p H E R y <br /> � EX CB . . '� �s- REMEorA r�oN AREA • AND /N SUCH A MANNER AS TO /NSURE THA T SED/MENT AND SED/MENT LADEN WA TER DO �� �F W A syi� <br /> � R�M ��.9� X 1 ''-� •• RA10-3A . GRAD/NG ACT1VITlES, `h C�NTAM/NATED 5�/LS N�TE 4 ���� <br /> � � ' ' <br /> � „ � 1 �� ,�_ . , �_��_ ;, F� � ._. . , � NO T EN TER THE DRA/NAGE SYSTEM, ROADWA YS, OR VIOLA TE APPLICABLE WA TER STANDARD� , o <br /> I U <br /> �, 18 /E 6.76 (W) , 20 �e ~� -� EXCAVA710N BELOW OR/G/NAL GRADE DEP/CTED ON SHEETS RP-01 THRDUGH Z'O <br /> 0 <br /> , <br /> �' I .I . � . � _ . __ _� _. _._ __ ,, > . ..:. _ _ _,_ _ _ ._ . 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE M/N/MUM REQUIREMENTS FOR AN71ClPATED SITF CONDl710NS. <. RP-03 AS WFLL AS W1THlN THE REMEDlA71 N AND '� <br /> � I � <br /> 0 /NVES71GA710N AREAS �:, � � <br /> 1 - - - - <br /> I DUR/NG THE CONSTRUC7)ON PER/OD, THESE ESC FAClU11ES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED DEP/CTED ON EC �1, RS Ol, RS 02, dc OV 01 SHALL BE MONITORED AND �' ' `� <br /> � I . <br /> <�: 9500 <v <br /> ; .;� <br /> REMEDIATION AREA � STORM EVENTS AND TO ENSURE TNAT SED/MENT AND SED/MENT-LADEN WATER DD NOT LEAVE TNE S/TE. �.= PERFORMEO /N COMPL/ANCE WI'TH THE ENVIRONMENTAL MED/A MANAGEMENT PLAN � � '�F �.° �� <br /> .... <br /> o RA 10-4A I � M � ';,� DA TED DECEMBER 22, 2016 B Y TERRA ASSOC/A TFS /NC. FSS�0 N A L���G <br /> � � � I �� 1 � ,( ` :< .. <;:::..;...<,:.-,.:;>..:.. . :...:..:.,.:..<:. . .. ... .:.. .. ..... ... .:: . ��.. ... ..... .:. ..... . ... ...... . . ... . ... .... .. .. <br /> ... W �.... _<_._. ..._._ ....._.>.,>...._....,. . .... ........ .. . .... ...... ..�,.. ... ..�.._............. .. .. <br /> , .. � ........._...... .,.... . ..... ... <br /> FA lLITIE ALL BE lN E TED R UTINEL Y BY THE APPLICANT CONTRA T R AND MA/NTAINED A ,.._.._..................>......".. . ......_..................... ._..�... .. . . ..._�._..._._..... ...<........ ..�...., __...,........�...._._..,...........�.........,... ..... ............ ....... ...:..... :.. <br /> , 6. THE ESC C S SH SP C 0 C D S �. . <br /> ............::....a:.�:..:...,.,.:..:.,:v.. ,...<...: .......,......... ti... .........�.n..:...:.:�...,...:..�:..�::... ..:..� ..:i. <br /> .:.. :n::>:::::.::............ .. . ..r..»:..... ,..w.....`Lk ...... .. . . .: .:.. . .Y¢�.� <br /> � / ..a .�..;.t.r....�w..,..w. � a.....� . ,...�L,... <br /> C � <br /> C <br /> . x:.z�i.t 3»..:.>.z�::;<>:,::.:s><::.::<::>:<:>:z;:s.;w:ss<;zo::':.�x..A:,vx�:..,.>,..>...., , . ....,�::t'y::...,;..;;;,.... �,>:;:>.::.�..h:} <br /> ,,.. .....,.......�.............a... ....,�.,...,...... ....».w.,_...._....,......,:�c: � � <br /> � o NECESSARY TO ENSURE THE/R CONTINUED FUNCnON/NG. <br /> �� 7. 1NE ESC FACILlT1ES ON /NACTI VF' SITES SHALL BE /NSPECTE� AND MA/NTA/NED A M/N/MUM OF ONCE A MON7N OR ';r U N D E R G R�U N� U T/L/TY N O TE �Y 3/3/�7 <br /> � � WITH/N THE 48 HOURS FOLLOIMNG A MAJOR STORM EVENT. "' UNDERGROUND U11U7lES ARE SHOWN /N THE APPRO)CIMATE LOCA710N. THERE /S > <br /> E� ;; NO GUARANTEE THAT ALL UTILITY LINES ARE SHOWN, OR THAT THE LOCA770N, JOB NUMBER: <br /> N� 8. AT NO T1ME SHALL MORE THAN ONE FOOT OF SED/MENT BE ALLOWED TO ACCUMULATE IMTH/N A PONDPED CATCH '�; S/ZE AND MATER/AL /S ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL ] �-2 2 S <br /> �. N BAS/N. ALL CATCH BAS/NS ANO CONVEYANCE LINES SHALL BE CLEANED PR/OR TO PAVING. THE CLEAN/NG �F lND/CATED P/P/NG WHERE CROSS/NG, lNTERFERENCES, OR CONNEC110NS OCCUR <br /> � � OPERA710N SHALL NOT fZUSH SED/MENT LADEN WATER /NTO THE DOWNSTREAM SYSTEM. �� PR10R TO TRENCH/NG OR EXCAVA110N FOR ANY P/PE OR STRUCTURES, TD ; SHEET NAME: <br /> _< <br /> �� �� DETERM/NE ACTUAL LOCA710NS, SIZE AND MATERIAL. THE CONTRACTOR SHALL TP��Z <br /> N � 9. STAB/L/ZED CONSTRUC7)ON ENTRANCES SHALL BE /NSTALLED AT THE BEG/NN/NG OF CONSTRUCTlON AND ;: MAKE THE APPROPR/ATE PROV/S/ON FOR PROTECTION OF SA/D FACILITlES THE y': <br /> �� MA/NTA/NED FOR THE DURA 7ION OF THE PROJECT. ADDI 110NAL MEASURES MA Y BE REQUIRED TO ENSURE THA T ALL ;�5 CONTRACTOR SHALL N071FY ONE CALL A T 8-1-1 (WASH/NGTON811.COM) AND �`� <br /> 5: �;,< <br /> X N� PAVED AREAS ARE KEPT CLEAN FOR 7HE DURA110N OF THE PROJECT. hf ARRANGE FOR FIELD LOCA110N OF EX/S71NG FAC/L/T1ES BEFORE CONSTRUC710N. sHr 4 aF 5 <br /> 0 <br /> v . �" <br /> :.,. .. . ..N..,.,_._,,..:...:.,.:...,:.::....,,,,,.:....:..:. .....::...:, . .,, ..<,..:.....< ,�.::.,:> �:�. <br /> .,a..,. �y::.:"".";.:"_"�.._:..: ./::k'. , ,�3.::,::.:Yti.^. ::?:.� '.`'`\tii. :..;ip. <br /> \ .>:.... �'�'i..:,...:r:='." <br /> . e ...xy-...:.v5:.rv...r.>...,.:-:a.:...a:u.. ..Y...l } - er... � <br /> .. ,o.:'....:;:�:.:.. <br /> . ........ . �:.._.....[ ...,..... . \ ... . ..i.:i...�::.:.�:: ".t. . . .. � . .... � '.- :. �J�'%":.• �:vl;i;o. 'b,'.. '::1t:R': :.t{...� r:% <br /> $. .. 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