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OPERATIONS LAYER 8oz GEOTEXTILE _-d*_— 1 ' VARIES I 0 I 03/06/17 BASE LINER SYSTEM DETAIL 1" = 1' CO2C10 ISSUED FOR CONSTRUCTION APPLY PENETRATION TREATMENT ON ACCESS ROAD 6" AGGREGATE BASE GEOTEXTILE FABRIC —14' OPERATIONS LAYER GEOCOMPOSITE _ 60 -mil DOUBLE -SIDED TEXTURED HDPE _ GEOMEMBRANE GCL PREPARED FOUNDATION LAYER :• •• : •x je/ NATIVE SOIL OR EARTHFILL • •. •' •.. '.. •; ...:.. g / e 11111111-1iI I I= _ _ ' `•• � X/ � I �1 I I—i l i=E11—III—I I—I f 1- • °'/ / e III—I I 1=III—III=III=III= X/ g � l i l -i i I III III=1 11=1 11=1 11=1 11=11' e e;�, l_=i i I—III=_ll=111=1 11=1 11-III-III=-1I_I- I 1 I I I I m11—I I I„1 I I_, �I I II � 1111-11I=1 11=1 I F 6" ,) I .:IiI —1 JM I JVR BMY/JVR SIDE SLOPE LINER SYSTEM DETAIL 2 1" = 1' CO2 C10 BMY DATE OF ISSUE: 03/06/2017 DESIGNED BY: JVR DRAWN BY: _ JM -- CHECKED BY: BMY/JVR REV. NO. DATEI 17 DESCRIPTION DRAWN BY DESIGNED BY CHECKED BY APPROVED BY I APPROVED BY: BMY 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, 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. fln * No. C 38976 * Exp.03-31-17 C, s>9 rv►V TF OF C\F�� SIDE SLOPE LINER BASE LINER cio coo SYSTEM DETAIL SYSTEM DETAIL coo c� 4' OVERLAP�D :.... 0C) 00 - 2�0�Q — B I BI—B— B B B B B---- I—I 11=1 I iI— i i I i=iii—I I I=1 1=1 11=1 11=1 I I =111=11 M 11=111=11 1=„1 11-1 11-1 I E i 1=111=1 11=1 I I—I I i=1 I I=1 i !_ I t I 1=1 I I I I 1=1 11- =ifrfI I—I .. I 1=1 �'— I r_ j i-1 I I-1 I I-1 I I-1 I I=1 I I-1 I I-1 I I II I II I II 11=1 IIII 1 I II I i I—III-1 I I—III—! I I—III—I I i—III—i I I—III—i 11- �'- -I I I-1 11= -1T (I I—III—I 11=1 I I—i I i—I 11=1 11=1 11-'' I_f-1 I I—Iii----i I—III—I I i=1 I I—I I_I=1 11=1 11=1 11=1 I'— —I I I= --I I I—I 11—I I1=1 I_1=111 -111—f 11=1 I I-111=' I_I=1 11=1 11=1 I I—III—III—I I i—I I II I I- I'' lI11111I111�11MdI IEE�IIIIIEEIII1=1I1I � I — FLOOR TO SIDE SLOPE LINER SYSTEM TRANSITION SECTION rA 1" = 1' CO2 C10 DRAINAGE DITCH TOP OF SLOPE ANCHOR TRENCH SECTION c 1" = 1' CO2 C10 Geo-Logis A S S O C I AT E S 143E Spring Hill Dr, Grass Valley, California 95945 geo-logic.com 1530.272.2448 Q� J � SIDE SLOPE LINER 2 w z SYSTEM DETAIL 1 �: .. • " :: PROTECTIVE PLYWOOD COVER ...• I• ... .. • • . • .. ... .. • • • EARTHFILL 2' MIN.... �X . el B B B B B 1I 1 11 i 2 =1 11=1 11=1 11=1 11=1 11=1 11=1 =1 1=1 1=1 1=11 ' III—III—III—III—II1=11I—III—III11 =III=III—II1=11I I I I I 1=1 11=1 11=1 11=1 11=1 I_FEI 11=1 I I-1 I I-1 I E -1 _I 1=1 I I-1 I I: i II1�111EJII1��LI�11jMdIIIEEII111I11�11I111�11I111�11I111�11I111�11I11 1 ..,11111 Kv TEMPORARY SIDESLOPE ANCHOR TRENCH SECTION rB 1" = 1' CO2C10 4' 1 -� m 2jlf=1 ii II I i=f 1=i I I=i i 1=1 I i= AREA 513 CONSTRUCTION IZ•I9X91%, 2 SIDE SLOPE LINER jo I cjSYSTEM DETAIL (I i- B B 2' I� II11�� !li_-1i1 _111- —III=111k III I I i -III -i i t-1 i i -iii -1 i i_ NORTH COUNTY SANITARY LANDFILL COUNTY OF SAN JOAQUIN DEPT OF PUBLIC WORKS DETAILS DRAWING NO. C10 PROJECT NO. 2016.A118 ISSUED FOR CONSTRUCTION