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9 w DRAINAG ...... BASIN 1 COBBLE GROSS -DRAIN (T= 12' D. 31 A ..TING PIPE EXISTING AREA 1 ALIGN WITH THE EXISTING AREA 1 LEACHATE SYSTEM CROSS -DRAIN AS SHOWN (REFUSESLOPE) 28 R LAL'IGN\E I X I STING AS SHOWN 15 -FT WDE BENCH DAYLIGHT TO EXISTING SLOPE DAYLIGHT TO EXISTING SLOPE S SIDE SLOPE DIVERSIONRMWATER BE TERMINATION z REALIGNED EDGE OF �no Z�7_=230 ROAD240 44' - - - - - - - - - B --- -------- - - - - - - - - -- ----- -- --------- 250 1% — ----- REMOVE EXISISTING - -----------_------ EXISTING 4* HDPE LEACHATE DRAINAGE STRUCTURES ----------------- 7 /ELECTRICAL SERVICE AND EARTHFILL TO GRADE CONDUITS. APPROX. 1 0 OFFSET FROM FENCE 15 ------ ----------- (NOTE 4) ----------- - EXISTING LEG HEADER AND ASSOCIATED PIPES (NOTE 4) LINER TERMINA BERM - - , -77 ----------- ---- ------ -- 55' p. (T.CHAIN -- ----- - --------- - EXISTING PERIMETER ROAD c3 10 (U'StN 1% ------ -- ---- ----------------- PROPOSED AREA 2A --- ------ -- --------------- ------- ------ - --------- ------------------- ---------- --------- - LEACHATE SUMP STORMWATER \S.. '11. (SEEDRAWINGC2) DIVERSION BERM - ------ --------- - - -- ------ LINER TERMINATION BERM I --- ---- I -- ----- ---------- ------ - - CHANNELI BEGINNING POINT I I -- 25 FLARED PIPE LONG N G TRANS I T I 6Tf, 0,Ii FROM 15'- X -:A- 15 CHIA Nt ZIUF,� I CHANNEl2 DOWNSTREAM( 44' 206 ----- -- 94 SIDE SLOPE _1 TERMINATION; ERMINATION ACCESS ROAD ROCK DOWN CHUTE BERM )II-IAN.112i (CALTRANS LIGHT CLASS) ROCK DoWNbHUTE (CALTRAN51FACING DRAINAGE BASIN 2 CLASS) 721-1\ q 30'DLAM. CORRUGATED METAL PIPE 190 200 r26 KtffCHANNEL2 210— (DOWNSTREAM) IF SHEET IS LESS THAN 24" BY 36". THEN IT ISA REDUCED PRINT -SCALE REDUCED ACCORDINGLY LEGEND REV DA E IMS -1 -ON IXN APP NOTES: EXISTING GROUND ELEVATION (10 -FT CONTOUR) (NOTE 1) 4 1. EXISTING SITE TOPOGRAPHY PREPARED BY ANDREGG GEOMATICS AND BASED ON 0822/12 AND 03120/14 AERIAL EXISTING GROUND ELEVATION (2 -FT CONTOUR) (NOTE 1) Geosyntec PHOTOGRAPHY. _650— BASE GRADE (10 -FT CONTOUR) (NOTE 3) consultmts 2. HORIZONTAL COORDINATES BASED ON CALIFORNIA STATE PLANE COORDINATE SYSTEM, ZONE 3, NAD 81 1111 BROAMAY. 6TH R_OOR 181—STI�ELT—E LE VERTICAL DATUM PROVIDED BY CLIENT. -648 — BASE GRADE (2 -FT CONTOUR) (NOTE 3) oml.u'� uo I � — PHONE: 510.8-30M PHONE: 2W.�,X= 3. PROPOSED GRADES SHOWN ARE FOR TOP OF FINISHED GROUND (TOP OF OPERATIONS LAYER, TOP OF TERMINATION ----------- TOP OF PROPOSED GROUND GRADE BREAKS (NOTE 3) BERMS, TOP OF RIP -RAP, ETC.) AS SHOWN ON DETAILS. SEE DRAWING C-2 FOR TOP OF GEOMEMBRANE GRADES.THE OPERATIONS LAYER, CONTRACTOR SHALL EXCAVATE TO A MINIMUM DEPTH OF 1 -FT BELOW TOP OF GEOMEMBRANE LINER ON AREA 2A APPROXIMATE EXISTING AREA I BOUNDARY FLOOR TO ALLOW FOR PREPARED FOUNDATION LAYER. EARTHFILL MAY BE REQUIRED TO BRING AREA 2A TOPOGRAPHY ACCESS ROAD AND DRAINAGE SYSTEM GRADES TO THE BOTTOM OF PREPARED FOUNDATION LAYER GRADES. AREA 2A LIMIT OF LINER -T: 4, LOCATION SHOWN IS APPROXIMATE. CONTRACTOR SHALL OBTAIN EXACT LOCATION FROM THE ENGINEER BEFORE CONSTRUCTION OF AREA 2A MOBILIZATION AND MARK/ PROTECT AS NEEDED. THE CONTRACTOR SHALL TEMPORARILY SHIFT EXISTING LEG HEADER — — — — — — — AREA 2A LIMIT OF EARTHWORK AND ASSOCIATED PIPE TO CONSTRUCT ADJACENT AND UNDERLYING WORK. FOLLOWING CONSTRUCTION THE SITE: CONTRACTOR SHALL RETURN EXISTING LEG HEADER AND ASSOCIATED PIPES TO ORIGINAL LOCATION. CONTRACTOR STORMWATER FLOW DIRECTION FOOTHILL SANITARY LANDFILL SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING PIPES. STORMWATER DIVERSION BERM SAN JOAQUIN COUNTY, CALIFORNIA 5 CONSTRUCTION CONTROL SHALL BE GENERATED ELECTRONICALLY BY THE CONTRACTOR'S SURVEYOR. GRADING THIS DR—IG lAY NIT ""U". MSI`" BY: FWS — NOVEMBER 2014 P RIPRAP 'o' PR_CT'EN.R oa FLANS WILL BE PROVIDED IN ELECTRONIC FORMAT TO THE CONTRACTOR'S SURVEYOR UPON APPROVAL BY THE COISTRUCTION, J- S—ED ENGINEER. TURF REINFORCEMENT MAT (TRH) �_ BY AB P�CTNO.: VVG1780 0 1. 120' —D KSJ FILE: WG1780 C-3 TOPGRDS AREA 2A ACCESS ROAD SCALE IN FEET I 1 I