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OUTLET IE -107' <br />3 24"0 HDPE CULVERTS <br />(3 CULVERTS) <br />/Z <br />. .. ..... <br />\, ost <br />EXISTING LANDFILL <br />MODULE/ AREA 4 <br />GRAPHIC SCALE <br />70' 0' 35' 70' 140' <br />I I I I <br />LEGEND <br />-- - <br />_____— <br />EXISTING 10 T CONTOUR <br />F <br />--- -- - ------ <br />---- - -- - - -- ------ _- ---- _ <br />EXISTING 2 FT CONTOUR <br />I l <br />--- ----- -- - -_ _ - --�_ __ <br />-- ---- -_ -- - - - -- - - --_\ --__--_ - - - _ _- ---- --- -- - � � PROPOSED 10 FT CONTOUR <br />R <br />_ _-_ PROPOSED 2 FT CONTOUR— <br />-- ---- <br />- ------ ------ --- _ - -PROPOSED GEL O PRO P HIN INE/ ROAD <br />�- - <br />I i <br />- - ---- - ------ 0 9 <br />__ __ - -- --- -- - -- - - -- --- --- EXISTING UNPAVED ROAD <br />\-----___-___--_ ---- - -- - - -- --- -- -- -- -__— — _ _--_ _ __ --- - --- -- - ----- -_ = -_ --- -- ---- �'-_-_�_----- - - -- - _ _ -- - - - - - _: - -_ _ - ----- _- j ; i EXISTING PAVED ROAD <br />� PROPOSED LEACHATE COLLECTION PIPE <br />-- _: -- \\ \ --- - — -- / PROPOSED LINER LIMITS <br />- -- --- QS <br />\`- -- - - - - -- -__ --- — ---- _-_ ------ -- - - ---- - / EXI STING MODULE LIMITS <br />-- EXISTING AGGREGATE BASE ROADLL <br />--- - - - - - - -- - _ - INT <br />—. -- - ----- - 0�' L ------------ -- -- -- `----_- -- --- - - - - _ _ - - - - - -- LANDFILL FOOTPRINT <br />PLACE D =4" - -- _. - ----- - <br />12'X10X1 qo ROCK SLOPE -- <br />_ __ - -- _ - --- -- ---- - --- -- -- _X—Y EXISTING FENCE <br />'-- -- - <br />- - PROTECTION­---AT- <br />200' -- -- _ -- - - - - <br />T�-- _ -- - __ __ <br />_- -- CULVERT <br />CULVERT OUTLET - -- - - ----__ - -- - <br />--- '— CHECK DAM SPACING -�Wm -- -- - �-. �...,, - --- -- HE K DAM <br />- -- - <br />AB ----__ r _ -- -- -- -- x - x � - '�- < PROPOSED DRAINAGE FLOWLINE <br />AC <br />--- 03 c� -- - --- CHECK DAM <br />:os ci - PROPOSED AGGREGATE BASE ROAD <br />- - - —120-- <br />- 60 - -- <br />< <� \ - -- 66 -- - <br />< < - 12 < =— s _� < <-- - <br />-- <br />l _ — < -- <�z----- - --- �- < < �- > X > D EXISTING MONITORING WELL(2) <br />- - <br />_ - <br />1-�L?E��{ - \ <br />- -- -- -- --- -- -- -- -- -- -- -- -- --�` r1� <br />x - x x x x�-X x x --(;:3x x x x x x x \ x x x x x - - - - - - - - - - - - - - ---- - - - - - - - — EXISTING POWER POLE ) <br />G -3D � � .� __- x -- G-4 --- - x x x xx <br />CCESS ROAD n n� A1C <br />- ---- <br />A <br />1 CONSTRUCTION COORDINATE (SEE SHEET C04) <br />50'X8' TURNOUT <br />- EXISTING SOIL GAS WELL <br />% CHANNEL FLOWLINE SEE DRAWING <br />/ <br />\ HIGH POINT CO3B <br />ELEV -112.3' <br />0 03/06/17 ISSUED FOR CONSTRUCTION JM JVR BMY/JVR BMY <br />DATE OF ISSUE: 03/06/2017 <br />DESIGNED BY: JVR - <br />- - - DRAWN BY JM <br />CHECKED BY: BMY/JVR <br />REV. NO. DATE DESCRIPTION DRAWN BY DESIGNED BY CHECKED BY APPROVED BY APPROVED BY: BMY <br />This drawing has not been published but rather has been prepared by Geo -Logic Associates, Inc. for use by the client named in the title block, solely in respect of the construction operation, <br />and maintenance of the facility named in the title block. Geo -Logic Associates, Inc. shall not be liable for the use of this drawing on any other facility or for any other purpose. <br />No. C 38976 <br />* Exp.03-31-17 <br />cPJq cI y 1N, <br />TF �F C\F�� <br />Geo-L.o i <br />Ss <br />ASSOCIATE <br />143E Spring Hill Dr, Grass Valley, California 95945 <br />geo-logic.com 1 530.272.2448 <br />MODULE 513 CONSTRUCTION <br />NORTH COUNTY SANITARY LANDFILL <br />COUNTY OF SAN JOAQUIN DEPT OF PUBLIC WORKS <br />280 <br />NOTES: <br />1. EXISTING TOPOGRAPHY BASED ON AERIAL SURVEY PERFORMED BY <br />ANDREGG GEOMATICS ON JUNE 7, 2016. <br />2. CONTRACTOR SHALL FLAG AND PROTECT ALL EXISTING MONITORING <br />EQUIPMENT. <br />3. PROTECT ALL POWER POLES AND OVERHEAD LINES. ANY DAMAGE TO <br />POWER POLES OR LINES TO BE REPAIRED AT CONTRACTOR'S EXPENSE. <br />DRAWING NO. <br />WESTERN DRAINAGE CO3A <br />IMPROVEMENTS PROJECT NO. <br />2016.A118 <br />ISSUED FOR CONSTRUCTION <br />