GOVT BLDG 16-23 to GOVT BLDG 16-52

Home Browse Search

STORMWATER DRAINAGE DITCH IIr DI1l, HOPE DRAIN PIPE INV ELEV 207.81' 18' DUL HDPE DRAIN PIPE INV ELEV 206.W TEMPORARY STOIIAWATER SUMP' ELEVATION 206.4(r STORMWATER DRANrAGE DITCH 0 I 11/13MO REV. NO. I DATE i 1 1 1 1 1 1 1 i 1 1 1 1 6" CLASS 2 AGGREGATE BASE OVER WOVEN GEOTEXTILE FABRIC 115 16 MATCH AGGREGATE BASE TO EXISTING AGGREGATE BASE 93 1 REMOVE EXISTING CULVERT EXISTING AREA 2A 6" SDR 9 NON -PERFORATED HDPE INSPECTION PIPE WITH SS WIRE REMOVE EXISTING RIP RAP CAP MAIN HEADER PIPE - 104 LINER TIE-II45) r� r r r Flo"' r_rrrr rrrr Il rrr�rr -- rrrr�rrrrr— rrrrrrrr —_._- W 3:1 ?10 2 SIDE SLOPE LINER i 01 c1 SYSTEM DETAIL 62 v 6" SDR 9 PERFORATED HDPE LCRS PIPE WITH SS WIRE — \ 6" SDR 9 NON -PERFORATED HDPE INSPECTION PIPE !� 6" SDR 9 PERFORATED WITH SS WIRE 63 57 \ HDPE LCRS PIPE WITH BASE LINER SS WIRE �� c� SYSTEM DETAI — 6" SDR 9 PERFORATED Q 7— — HDPE LCRS PIPE / C1 PLACE EARTHFILL TO > 6" SDR 9 PERFORATED PROVIDE ACCESS TO OPERATIONS LAYER 1 HDPE LCRS PIPE WITH SS WIRE ..... , �� 2 64 G ,2 LCRS SUMP 1 Cl LLCPRES TEST W— 20 02 01 ENLARGEMENT _• I 206 4 — 55 P 208 o - MODULE 2B �__ �� -- 91 c1 210 67 66 1 C1 546" SDR 9 NON -PERFORATED _ HDPE INSPECTION PIPE 68 6' SDR 9 PERFORATED HDPE WITH SS WIRE 70 53 LCRS PIPE WITH SS WIRE 001, 150' (TYP.) 1 52 — — 6" SDR 9 PERFORATED HDPE LCRS PIPE WITH SS WIRE 6" SDR 9 PERFORATED 7 2 HDPE LCRS PIPE .-- SIDE SLOPE 14 1 ci SYSTEM DETAl LONG RADIUS BENDINPIPE 7 �.� 1 C 220 HDPE PIPE �.... CAP D 230 3:1 0 U � ----230 — — 'SI o x— X-- - X X X— —X X X X X X X X_ X X_ X_ X_ X X REMOVE EXISTING CULVERT ISSUED FOR CONSTRUCTION DESCRIPTION SAH SAH JVR JVR DRAWN BY I DESIGNED BY i CHECKED BY ' APPROVED DATE OF ISSUE: 11/132018 DESIGNED BY: SAM DRAWN BY: &I CHECKED BY: JVR - -- APPROVED BY: JVR 6 12/� Exp. b _312 Civil- � lF OF CA1-�ECg` STORMWATERPOND– x REFER TO CO2 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. �► J Geo-LoqkASS0CIATES 143E Spring Hill Dr, Grass Valley, California 95945 geo-logic.corn 1530.272.2448 oil 1, J IC1 _ x EXISTING 0 LEACHATE TANK X x I4- 6* SDR 9 NON -PERFORATED x HDPE INSPECTION PIPE x WITH SS WIRE x 6' o X x �x 0 o O x Oo❑ LJ O x EXISTING AC TO REMAIN I O x IJ x 110 x I x x I I O� C= • x ❑ ® I x 6" SDR 9 NON -PERFORATED HDPE INSPECTION PIPE x WITH SS WIRE I x I x I x I x x X x - x _LNx — MODULE 213 FOOTHILL SANITARY LANDFILL GRAPHIC SCALE 80' 0' 40' 80' 160' WW�/J ExmTwG vAjoRit r • •- «• • I EXIISTING BUILDING c PAVED _ • • EXISTING L04PAVED -• • r FENCE c Lmomi G" STRUCTUREW,3) EXWTING UTILITY POLEM PROPOSED MI CONTOI no fl MINOR «O • 010 MIN M 0 r LIIII LOM PROPOSED PROPOSED LCM • .,: • CMVEW - • • • ORAIINAM INILIET AND TRASH RACK PROPOSED HOME UNESN40AD EDGES(6) PROPOSED « « DAM EXIISTM ASPHALT CONCRETE a�'«�'n�'« «•PROPOSED CLASS N AOOREGATE PROPOSED ROM SLOPE PROTECTION • •. •ARTICUILATM CONCRETEBLOCK 320 1 1. EXIII; M TiOPOORAPNY BAS ON AERIAL SURVEY PERFORMED BY ANDREGG OEOMATICS ON ANNE 26, 2016, 2. CONTRACTOR SHALL LOCATE, MARK AND FLAG ALL EXPOSED AND SURIED UTVJT= AND %%W vurm ilO IIOIVUENT PRIOR TO CONSTRUCTION. CONTRACTOR SHALL PROTECT ALL EXISTING FACILITIES AND EOINPMENT. 3. CONTRACTOR SHALL PROTECT ALL UTILITY POLES. ANY DAMAGE TO POLES OR LINES TO SE REPAIRED AT THE CONTRACTOR'S EXPENSE. 4. CONTOURS SHIOM ANT ANE LINER GRADE. 5. SUBORADE TII ELEVATIONS TO BE VERFM MI THE FIELD BY THE CONTRACTOR PRIOR TO COMPLETION OF SUBORADE. 6. DI. AUTOCAD FILES 11NLL SE AVAILABLE TO CONTRACTOR PRIOR TO CONSTRUCTION UPON REQUEST. DRAWING NO. BASE GRADING PLAN C01 AU 17.1254 10aucu run kivno t Mut, 1 FUN x i I x � I 1 x x I x EXISTING LFG PIPE(2) x x I x I � x _X 11,7X 116 109 x/ X x 7MATCH CLASS 2 J AGGREGATE BASE TO 108 EXISTING AGGREGATE x -- 1 C1 106 BASE n m S I URMWA i EN x DRAINAGE DITCH W J x C1 10. x somm 26' ACCESS ROAD H TIE INTO EXISTING ACCESS RAMP C141 r�X X — I � x x x I oil 1, J IC1 _ x EXISTING 0 LEACHATE TANK X x I4- 6* SDR 9 NON -PERFORATED x HDPE INSPECTION PIPE x WITH SS WIRE x 6' o X x �x 0 o O x Oo❑ LJ O x EXISTING AC TO REMAIN I O x IJ x 110 x I x x I I O� C= • x ❑ ® I x 6" SDR 9 NON -PERFORATED HDPE INSPECTION PIPE x WITH SS WIRE I x I x I x I x x X x - x _LNx — MODULE 213 FOOTHILL SANITARY LANDFILL GRAPHIC SCALE 80' 0' 40' 80' 160' WW�/J ExmTwG vAjoRit r • •- «• • I EXIISTING BUILDING c PAVED _ • • EXISTING L04PAVED -• • r FENCE c Lmomi G" STRUCTUREW,3) EXWTING UTILITY POLEM PROPOSED MI CONTOI no fl MINOR «O • 010 MIN M 0 r LIIII LOM PROPOSED PROPOSED LCM • .,: • CMVEW - • • • ORAIINAM INILIET AND TRASH RACK PROPOSED HOME UNESN40AD EDGES(6) PROPOSED « « DAM EXIISTM ASPHALT CONCRETE a�'«�'n�'« «•PROPOSED CLASS N AOOREGATE PROPOSED ROM SLOPE PROTECTION • •. •ARTICUILATM CONCRETEBLOCK 320 1 1. EXIII; M TiOPOORAPNY BAS ON AERIAL SURVEY PERFORMED BY ANDREGG OEOMATICS ON ANNE 26, 2016, 2. CONTRACTOR SHALL LOCATE, MARK AND FLAG ALL EXPOSED AND SURIED UTVJT= AND %%W vurm ilO IIOIVUENT PRIOR TO CONSTRUCTION. CONTRACTOR SHALL PROTECT ALL EXISTING FACILITIES AND EOINPMENT. 3. CONTRACTOR SHALL PROTECT ALL UTILITY POLES. ANY DAMAGE TO POLES OR LINES TO SE REPAIRED AT THE CONTRACTOR'S EXPENSE. 4. CONTOURS SHIOM ANT ANE LINER GRADE. 5. SUBORADE TII ELEVATIONS TO BE VERFM MI THE FIELD BY THE CONTRACTOR PRIOR TO COMPLETION OF SUBORADE. 6. DI. AUTOCAD FILES 11NLL SE AVAILABLE TO CONTRACTOR PRIOR TO CONSTRUCTION UPON REQUEST. DRAWING NO. BASE GRADING PLAN C01 AU 17.1254 10aucu run kivno t Mut, 1 FUN