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1 <br />_- <br />-- <br />! 1 , <br />AGGREGATE BASE ROAD <br />AND WESTERN DRAINAGE <br />IMPROVEMENTS SEE SHEETS 1 <br />CO3A, C036 <br />1 V <br />X V 1 <br />514 <br />1 43 3 1 <br />C <br />1 CO2 C1 o <br />n <br />1 <br />IV <br />Q \ <br />R � <br />c02 C1 <br />120 <br />- _---- �\ -110 <br />— _ - - LINER TIE-IN(2) <br />EXISTING AREA/ MODULE 4 <br />- -- ----80 SID ESI <br />�cj - --SYSTE <br />\ -- CO2 C1 0 <br />47. <br />N T <br />EXISTING LEACHATE COLLECTION PIPES 120' \ <br />R <br />coz c1 <br />14 - <br />EXISTING AREA 5A <br />— � LINER TIE—IN(2)- <br />- 1 <br />\No � <br />V N T <br />4" LATERAL <br />CRS PIPE • <br />1 TYP <br />i <br />50' (TYP) <br />I / <br />1 <br />LCRS LCRS PIPE 7 PIPE K <br />1 p <br />\ I 1 INTERSECTION (TYP) co2 c1a 4 LATERAL LCRS PIPE CO2 <br />1 \ N (TYP) \ \ <br />o rn "--HEADER `• Oq <br />D EXISTING � <br />1 D -LCRS PIP PAVEMENT <br />— -- <br />mom- - <br />- <br />1 <br />oz C1 LINER <br />SYSTEM DETAIL <br />cot coo <br />1 cSI SLOPE I, <br />- — - 20 <br />24"0 DROP INLET �� 1 <br />18"0 HDPE CULVERT V <br />FLOWLINE EL AT INLET=119.3' q 1 �o ao A <br />CULVERT IE -113.8 <br />1 <br />P -- <br />0°0 <br />I d - i <br />coz c1� 1 GRADE SWALE-/' <br />_ 49' <br />1IT1 21MINI -- <br />�■ - -- �' -- 37 9 <br />G- v <br />30'if <br />N <br />10 <br />0 <br />MONITORING WELL 1 2 - N _ \ _'8 <br />cozci DETAIL � � ' <br />- 30 - 39 <br />I , <br />ja <br />- - - \_ - - <br />1 - <br />I <br />9 CULVERT OUTLET 1 I - <br />� � i � � ROCK SLOPE ROTECTION �1 <br />coz c1 DETAIL LINED SWALE ND APRON / <br />SCRAPER RAMP TO \` <br />SOUTHERN TE ORARY STORMWATER BASIN -- TERMINATE AT <br />CULVERT OUTLET <br />IE -109.5' �� �� 7r) OPERATIONS LAYER v <br />8 DROP INLET c 1 - - - 8, �►- <br />PCI DETAIL <br />nA <br />- <br />r <br />V <br />1 <br />1 - <br />-F% <br />72 <br />_ 1 _ <br />1 � <br />IV 1 - -- - - <br />z ,► <br />00 �. <br />\ EXCAVATE 10'X10'X1' SUMP <br />q SUMP CREST ELEVATION: 47' <br />\\ \ SUMP FLOOR ELEVATION: 46' <br />'w 0 03/06/17 ISSUED FOR CONSTRUCTION JM JVR BMY/JVR BMY 03/06/2017 <br />-- - - -- - DATE OF ISSUE: <br />@ DESIGNED BY: JVR � <br />Z DRAWN BY: JM * No. C 38976 <br />Exp.03-31-17 <br />0 <br />CHECKED BY: BMY/JVR <br />O APPROVED BY BMY OF CA0 <br />REV. NO. DATE DESCRIPTION DRAWN BY DESIGNED BY CHECKED BY APPROVED BY <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-Looic Associates. Inc shall not be liable for the use of this drawina on anv other facility or for anv other purpose. <br />l -- <br />PROPOSED SCRAPER ROAD <br />Geo -Logic <br />ASS0CIATESV <br />143E Spring Hill Dr, Grass Valley, California 95945 <br />geo-logic.com 1530.272.2448 <br />I <br />6 \ --- - --- — - - -- - <br />EXISTING PAVED ROAD <br />GRAPHIC SCALE <br />70' 0' 35' 70' 140' <br />C <br />EASTERN TEMPORARY <br />\_---' STORMWATER BASIN LEGEND <br />SUMP CREST ELEVATION: 58' <br />SUMP FLOOR ELEVATION: 57' <br />EXISTING 10 FT CONTOUR <br />MATCH AGGREGATE BASE TO FXIS*N6 ___- <br />PAVEMENT SAWCUT PERPENDICULAR EXISTING 2 FT CONTOUR <br />.I TO EDGE OF EXISTING AC PAVEMENT PROPOSED 10 FT CONTOURt3' <br />DROP INLET 24"0 \' PROPOSED 2 FT CONTOUR (3) <br />AND 18"0 HDPE CULVERT PROPOSED HINGELINE <br />°o= <br />\CULVERT <br />FLOWLINE EL AT INLET=80.7' <br />IE-77.8PROPOSED DRAINAGE FLOWLINE <br />- <br />c CULVERT OUTLET EXISTING UNPAVED ROAD <br />IE=76' EXISTING PAVED ROAD <br />\ o $ PROPOSED LEACHATE COLLECTION PIPE <br />�\ DROP INLET — — — EXISTING LEACHATE COLLECTION PIPE <br />DETAIL cot c�7 <br />� PROPOSED CULVERT <br />PROPOSED AREA 513 LINER LIMITS <br />EXISTING MODULE LIMITS <br />EXISTING FENCE <br />LIMIT OF WESTERN DRAINAGE IMPROVEMENTS <br />I <br />PROPOSED AGGREGATE BASE ROAD <br />\� \ EXISTING AC PAVED ROAD <br />ROCK SLOPE PROTECTION <br />I <br />X1 CONSTRUCTION COORDINATE (SEE SHEET C04) <br />co2 <br />moo\ PROPOSED MONITORING WELL <br />3 - <br />70 <br />I <br />PLACE EARTHFILL TO \ <br />!PROVIDE ACCESS TO <br />(OPERATIONS LAYER <br />18"0 HDPE CULVERT <br />INLET IE=72' (FLARED) <br />OUTLET IE=70' (FLARED) <br />AREA 5B CONSTRUCTION <br />NORTH COUNTY SANITARY LANDFILL <br />COUNTY OF SAN JOAQUIN DEPT OF PUBLIC WORKS <br />280 <br />1. EXISTING TOPOGRAPHY BASED ON AERIAL SURVEY PERFORMED BY <br />ANDREGG GEOMATICS ON JUNE 7, 2016 <br />2. SUBGRADE TIE-IN ELEVATION TO BE VERIFIED IN FIELD BY CONTRACTOR <br />PRIOR TO COMPLETION OF SUBGRADE. <br />3. CONTOURS SHOWN REPRESENT GEOMEMBRANE LINER GRADE. <br />DRAWING NO. <br />LINER AND LEACHATE Coe <br />SYSTEM PLAN PROJECT NO. <br />2016.A118 <br />ISSUED FOR CONSTRUCTION <br />