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CULVERT OUTLET <br />---90* HDPE ELBOW PLACE ROCK SLOPE <br />PROTECTION AROUND \ \ <br />PIPE OUTLET � <br />� 1.5' CHANNEL <br />DEPTH <br />�- FLARED END <br />1Lo <br />I I-1 11= I 1-1 I !-111 <br />IE=109.5 <br />GEOTEXTILE ROCK SLOPE PROTECTION <br />SEPARATOR D50 = 4", 9" THICK <br />EXISTING T -POST FENCE <br />6" THICK <br />AGGREGATE BASE <br />APPLY PENETRATION TREATMENT <br />�-- VARIES 8' - <br />X , <br />GEOTEXTILE FABRIC <br />PREPARED NATIVE <br />SOIL OR EARTHFILL <br />GEOTEXTILE - <br />FABRIC <br />VARIES <br />1F <br />PREPARED NATIVE SOIL <br />OR EARTHFILL <br />WESTERN DRAINAGE IMPROVEMENTS <br />ACCESS ROAD AND CHANNEL (TYP) <br />SECTION Y <br />1" = 3' CO2 C17 <br />6" AGGREGATE BASE <br />2% <br />I III-III-III-III=III III -III- - ! !- <br />:I I �I 11=1 11=1 I I -III -1 11=1 I I -I I <br />11=1 I i-1 I I I 1=111- <br />I I-1 I I -I I rEI 11=l 1 11=lll1 <br />ROAD CENTER LINE <br />11=1 I I -I 11=1 11=1TI= <br />-1 I I-1 I I -III -I 11=1 <br />ACCESS ROAD AND DRAINAGE DITCH <br />SECTION AA <br />1" = 3'CO2 C17 <br />PLACE ADDITIONAL FILL TO MAINTAIN <br />MIN 2' COVER OVER PIPE <br />11' <br />,TMENT <br />2 <br />18"0 HDPE PIPE <br />DRAINAGE DITCH <br />4" THICK CONCRETE(2) <br />24"0 INLET <br />WITH TRASH RACK(l) <br />INLET EL=80.7' <br />24"x24"x18" <br />HDPE TEE <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 />BY: JM <br />DRAWN ^' <br />- * No. C 38976 <br />Exp.03-31-17 <br />CHECKED BY: BMY/JVR <br />REV. NO. DATE DESCRIPTION DRAWN BY DESIGNED BY CHECKED BY APPROVED BY APPROVED BY: BMY F OF vAl\F� <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 drawinq on any other facility or for any other purpose. <br />EARTHFILL <br />SECTION <br />1"=2' <br />b MIN —' <br />6" MIN <br />CONCRETE(2) <br />APPLY PENETRATION TREATMENT <br />ON ACCESS ROAD <br />6" AGGREGATE BASE <br />GEOTEXTILE FABRIC <br />-! I I=1 -111-111-i 1- , , , <br />PIPE ZONE BACKFILL <br />PIPE BEDDING LAYER <br />PREPARED NATIVE SOIL <br />OR EARTHFILL <br />�- CONCRETE <br />CREST OF <br />CHANNEL <br />CHANNEL <br />FLOWLINE <br />TOE OF <br />CHANNEL <br />3' <br />CONCRETE(2) <br />0.5' TYP <br />"8 <br />24"0 DROP INLET <br />N <br />WEST CULVERT <br />Geo-Logis <br />A SSOCIATES <br />143E Spring Hill Dr, Grass Valley, California 95945 <br />geo-logic.com 530.272.2448 <br />APPLY PENETRATION TREATMENT ON ACCESS ROAD <br />6" AGGREGATE BASE <br />GEOTEXTILE FABRIC <br />EARTHFILL <br />PIPF 70NF RACKFIII <br />EAST CULVERT AND <br />DROP INLET <br />SECTION <br />1" = 2' Ci <br />APPROXIMATE V -DITCH CREST <br />DROP INLET <br />DETAIL <br />1"=5' <br />24"0 DROP INLET <br />EAST CULVERT <br />AREA 513 CONSTRUCTION <br />NORTH COUNTY SANITARY LANDFILL <br />COUNTY OF SAN JOAQUIN DEPT OF PUBLIC WORKS <br />I» Tl lll�I/ <br />1Ia'. <br />24"x24"x18" HDPE TEE <br />1� PREPARED NATIVE SOIL <br />OR EARTHFILL <br />CONCRETE <br />PLACE ROCK SLOPE <br />PROTECTION AROUND <br />PIPE OUTLET <br />ROCK SLOPE PROTECTION <br />D50=4", 9" THICK, <br />EXTEND ACROSS FULL WIDTH <br />OF DITCH AND 5' DOWNSTREAM <br />OF PIPE OUTLET <br />NOTES: <br />OUTLET MITERED <br />TO SLOPE <br />i- IE=76' <br />1. TRASH RACK SHALL BE CONTECH® STORMRAXTM, OR ALTERNATIVE <br />AS APPROVED BY ENGINEER/OWNER, INSTALLED PER <br />MANUFACTURERS RECOMMENDATIONS. RACK SHALL BE CAPABLE <br />OF SUPPORTING 300 LBS. RACK SHALL BE SECURED SUCH <br />THAT IT CAN BE EASILY REMOVED BY OWNER FOR MAINTENANCE. <br />2. PLACE 6X6X-10/10 (6X6-W1.4XW1.4) WELDED WIRE FABRIC <br />CONFORMING TO ASTM A185 IN THE MIDDLE OF THE CONCRETE. <br />MAINTAIN SOIL AT CUTOFF WALLS SO SURFACE WATER FLOWS <br />DO NOT GET BELOW CONCRETE. <br />DETAILS <br />DRAWING NO. <br />C17 <br />PROJECT NO. <br />2016.A118 <br />ISSUED FOR CONSTRUCTION <br />