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1 <br />1 <br />G <br />1 <br />11 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />SEC. <br />299 <br />T. <br />29 <br />N, <br />R. <br />5 <br />Es <br />W.M. <br />— _ <br />SEC. <br />32, <br />T. <br />29 <br />N, <br />R. <br />5 <br />E, <br />W.M.MEASURES <br />R TOR SNP D E= <br />tAS' IRES AS N= FOR wA-ER <br />MAIN EXTENSION NcTALLAT 10N. <br />CONTRACTOR '0 DE : ERMINE BASED <br />! <br />ON ANTICIPATED IMPACTS AND <br />CONSTRUCTION MEANS AND <br />M- HODS. <br />`''rw <br />B _. <br />/ . - Q RIVERFRpNY CU.EVABL_ <br />f _ <br />c <br />CONTRACTOR SHALL PROVIDE E-^ <br />MEASURES AS NEEDED FOR STORM <br />DRAINAGE EXTENSION INS-A_LAT.ON. <br />CONTRACTOR TC DETERMINE BASED --- <br />ON ANTI CPATED IMPACTS AND1 <br />CONS"RUCTION MEANS AND <br />.� <br />CONTRACTOR SHA_'_ PROVIDE TESC MEASURES <br />METHODS. <br />AS NEEDED FOR WATER MAIN EXTENSION <br />[INSTALLATION.CONTRACTOR <br />CLEARING LIMITS TOTO DETERMINE <br />TO FOLLOW <br />WATER MAIN r SEE � BASED ON ANTICIPATED IMPACTS AND <br />SE_ / <br />KEY MAP <br />SHEETS UT2. UT8 FOR LOCATION CONSTRUCTION MEANS AND METHODS. <br />1 <br />�, <br />STA 17+32 (45.4 ' T; � <br />- <br />,---STA 17+4" (44.0, L ) <br />{ { <br />SIn 17+31 (39.3' LT)- ! <br />--' <br />!`r /STA 17+41 (39.2LT) -� - <br />CONSTRUCTION NOTES <br />U{ <br />{ <br />_ � I <br />i <br />1/+ N ERCEPTOR D'TCH (DEPARTMENT OF _ <br />1 INSTALL SILT FENCE PER DEPARTMEN- OF ECOLOGY FIGURE ::-4.2.12 <br />{I z i <br />�{ [--SA 15+4 (4 T) <br />FRGJEC- <br />LIMPS <br />COLOGY BMP C200) AS NEEG_D FOR <br />/ <br />! -" MODIFICATIONS TO EXISTING TESC MEASURES <br />AND 70 ROUTE CONSTRUCTION S-E RUNOFF <br />/ BMP 0233. <br />0,2 REMOVE EXISTING SETTLEMENT PLAT-- AND MONITOR ROD. COORDINA-= <br />VI <br />{ 1 -STA 15+43 (38.8' LT, <br />S1L7 _ <br />W`TH GEOTEC-INICAL ENGINEER ANC OWNER. <br />{ <br />STA 15+33 a` LT -\ 1 <br />- ------ -_ .. _ <br />-- <br />SET SILT <br />NC USED_ <br />(4' ... <br />w <br />---41LT--� <br />-^ SILT =� <br />- ._--- ^ <br />.. --_ . <br />__._}- r -SW . SR SILT —SILT -- <br />--r-�.,.(; --._SILT <br />STA 15+33 (38.9' _" ` .i .' _ _ <br />- _ ..... , �-� <br />T --SILT <br />t—SILT-�— �� <br />_ . -- e�'�_ jam. -SILK SICr=--"_- <br />... 1 _----51L <br />.Tr _SILT �__.`_...,_. _..._.. <br />— --� _C�_ _ SiL7 --�_ <br />- _._ -_=-- SILT _ ` <br />_ -F� <br />- - - - __`�� '---`- <br />4 c FENCE GA_ __ <br />C R MOVE AND R-LOCA-= EXISTING CHAIN LINK NCE AND _. <br />- <br />_ COORDINATE LOCATION W'?H OWNER. <br />{ ._. .. L -- - __-_ .. - - -- - - - - <br />�--�" r �l jSILT - - �'�y _ Q - 8�-� r� - a !u PLUG AND ABANDON EX'S ING PIP PER WSDO S?,ANDARC SP=G <br />S1L: -- _ _ - i�i 7-08.3(4j. UN:ESS AL "ORiZED OR AFPROVEG 91 T = C� `' ANP <br />..........- <br />Yi'N+; -� O <br />OWN <br />ER - <br />r_'c�cr SILT �" r - �I =��� a RIVERFRONT BOULEVARD <br />37► ,\;Z_sLT�`J-F r—� /'� /"�-' 2 I N�+1 Z U-ILIY RELOCATED BY 0::EP,$. <br />`� Z� - Ui uREMOVE PORTION OF PIPE AND MAINTAIN FCR USE. 1'1" <br />_ MEASURES <br />Z- g - �- 17+00 _ _--- -- 18+-00-- �_...._ ._ _......._ <br />-� ION PER C- AR M v- 0-ECOLOGY FIGURE GLrIBMP C220. <br />_ wy <br />fr1 _ of ^ - <br />16+00 j rs+� C5, <br />LEGEND <br />N S ENCE PER GEPAR-M N_ OF ECOLO'C' <br />SL T —SILT FIGURE 4.2.' 2 / BMP C233 <br />05 <br />+ _ C C— _EAR NG AND GRUBBING LIMITS PER C _' 07 <br />EVERETT BM° ES.10 <br />O 7E MPORAR" <br />12 <br />m D P E — �~.�� -- —� _yi}I4. --'� J•-- —IL7—�f '—`-I--- �— f___ ` ` 1_ � ... �C'1 BIN ---' PRv - CT.Oy PER DY- <br />0- <br />—SIL—441 ECOLOGY C.GUR= 4.2.8 BMP 0220 <br />_ LT—SfLT-Sel -SILT -S!,T-SILT_XT <br />TREMOVE EX:.STING ASFrA S1Li-`SILT <br />V V SILT _-'S1LT -SILT pROJEC_ , <br />-SILT `'�sr_T <br />SILT = IN _RCEPTOR Q'C PER D PARTMEN- G= <br />G7 _- T _—SILT IM!-S - Q BMP 20 E D A On - <br />V <br />{ Sao rY ^ � ^` � _ <br />z �� i " 1 GENERAL NOTES <br />rn <br />_._... <br />\SILT `i-. { 1 i- STk 15+60 (65.9' RT) __ __ _ _ FOR A.DL 'DNA_ ERC= ON ANC SECIMENTATIQN CONTROL NOTES, SEE <br />sIL \ 11' _.. DWG. NO. NT 1. <br />\NIP 2. =X!SIING TEMP R.AR`' EROSION CONTRO_ MEASURES S-IAL_ BE <br />-- '` SARY TO PRESERVE=UNCTIONALTY. <br />�_ \ \ NSTALL TEMPORARY CULVER PIPE TO MANTANED AND MQv.= ED AS NECES <br />-A 14+62 ! E- ABANDONED W UTJR- PHASES <br />o �\ 49 c RT t `_+_� - _ 'ESC MEASl1Fr A5 flEEE-... __ - ____ --_ -- 3. SNDIV.RS A5 SP7RA=CIF D !N BTHE ISPECANIED i_�PRQViS10NS3LE GEOMEMBRANE <br />\\CONTRACT SHt� . PROVIDE <br />\ TA 14+62 i ;`.FGR_ EWPORAR`' ACCESS ROAD NSTALLASION. CONTRACTOR - n - r <br />\ -` _ TO 6ETERMINE"BASED ON ANT C.PATED IMPACTS AND - 4. BJ!_7NG LAYOUTS SHOWN ARE PRE_:MINAFY ,AND ARE DE'SiGNED BY <br />;r \ (63.1 RT STA �5+.}tj (48:2` RT; CONSTRUCTION MEANS AND METHODS. OTHERS THEY ARE SHOWN FOR INFORMATIONAL PURPOSES ON �. <br />_ , , <br />�\� STA 15+18 '64.3 RT` - <br />m \ <br />i \rf CLEARING LIMITS TO FOLLOW <br />_ TEMPORARY ACCESS ROAD <br />CONTRACTOR S A L PROVIDE TESC M ASURES AS SEE DR2, DR8 FOR '�OCAT!QN <br />NEEDED FOR $-ORM DRAINAGE INSTALLATION. <br />C EARING LIM,:TS -O -OLLOW 1I CONTRACTOR TO DETERM.N,. BASED ON .ANTICIPATE.^. <br />STORM DRAINAGE TRENC'-, S=E IMPACTS AND CONSTRUCTION MEANS AND METHODS. <br />5--E-S DR2. DR8 FOR LOCATION-i <br />vATU V. <br />Sc', <br />NAVD88 <br />• <br />W; ✓N /v0 <br />° EVERETT RIVERFRONT BOULEVARD <br />® I <br />- — ^ - p� ! � • �c f �lN �, Urawn BY Dole i <br />P E RT E E T D, HOUG?'ALING 8/7/iS WORK ORDER S P 2 <br />�/� Ov-WEN By 5 , 19 33549-<^ RIVER ON COMMERCIAL INVESTMENT, LLC <br />Shelter <br />FR T A STA 14+60 TO STA 19+20 n " <br />. 2707 COLEY AVENUE. SUfTE 900 pf, ,p sa566 ° `� C�ecKec By — <br />_____ _-- --- -- ----. EVERETT, WA 98201 Kf10W Whit�B beivw. �fr� �ISTEa���� ;E. `:�ro�edR.40 '7 1 By P„oject r+.moe- - <br />425.252.7700 1 800.6159900 HOLD ! N f S Cal before you dig '''A- ` DONNER - 10 a0180oe`.°D3 SfTE PREPARATION AND EROSION CONTROL PLAN - <br />