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10.0; <br />I-�HHH HHH H H <br />- 228 <br />230 <br />226- CHECK DAM, TYP. <br />I I I IL_(� <br />C co 21' <br />N N <br />N N N N N04 <br />POND ACCESS <br />-f- RAMP <br />1' <br />FOR ACCESS <br />ROAD, SEE DETAIL <br />C ON SHEET C10 <br />WESTERN CREST OF POND <br />ELEVATION -244' <br />(AT SECTION LOCATION) <br />_ 10 <br />VARIES <br />2' MIN. <br />�HHl�H�7 <br />2:1 <br />LOW POCIA INT —\ <br />02 C1 <br />N N o0 STORMWATER POND <br />N N 2.4% N N <br />230 2 226 224 <br />28 <br />232 ------ <br />'♦� N <br />o n LOCALLY OVER <br />STEEPEN BERM <br />SLOPE AT 1 1 (H.V) <br />TO AVOID POWER <br />EASTERN ARIZONA CROSSMK3 <br />— — — — — — — - — — — 200' CHECK DAM V C I <br />1' 0 AA <br />10' WIDE ROCK SLOPE .-0.6%— SPACING C1 <br />f—PROTECTION EXTEND TO TOE OF';° 10. % I 10.0' <br />SLOPE <br />_ N ItC4 C14I <br />— — — —222 220 N N I N N POND ACCESS <br />- _ X24— — l_Z �� I RAMP <br />12' BERM <br />- — - — - — 22-72 <br />2� 2:1 <br />— — — — — — — <br />30" DIA. HDPE DRAIN PIPE + <br />^� D <br />o LOCALLY OVER <br />STEEPEN SLOPE AT <br />POLE 10' WIDE ROCK SLOPE PROTECTION <br />1:1 (H V) TO AVOID <br />--x--- x x x- x x x x x x --x x --x x x- x x x --x xEXTEND TO FENCELSNE <br />- -;� x POWER POLE <br />X_ -x x x —x -x x---Ax x x x x x x x x x x x x x x x <br />N � <br />n <br />WESTERN TOE OF POND <br />ELEVATION 226.79' <br />(AT SECTION LOCATION) <br />TOP OF POND ELEVATION -✓230.49' (AT <br />SECTION LOCATION) <br />BERM ELEVATION -225' (AT -' <br />TOE OF POND SECTION LOCATION) <br />ELEVATION 216.29' (AT 2 <br />SECTION LOCATION) 1 r- <br />TOE OF POND <br />ELEVATION 216.29' (AT EARTHFILL BERM <br />~ _ SECTION LOCATION) <br />NORTH TO SOUTH <br />STORMWATER POND <br />SECTION rAB� <br />1"= 10' CO2 JGO <br />12' BERM <br />2% <br />on <br />0 11/13MB ISSUED FOR CONSTRUCTION SAH SAH JVR JVR <br />DATE OF ISSUE: _-11/13/2018 ESS/q <br />v R <br />DESIGNED BY: SAH A_ <br />DRAWN BY: SAH' <br />jq�6�45121CHECKED BY: JVR xp.,I * <br />- - - l CMV <br />RFV. NO. DATE DESCRIPTION DRAWN BY DESIGNED BY CHECKED BY APPROVED BY APPROVED BY: JVR F OF- CA��FOQ` <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 />Go* "'r 110'eq, <br />CHECK DAM <br />02 C1 (TYP.) <br />LOW POINT OF POND <br />ELEVATION 215.33' <br />(AT SECTION LOCATION) <br />2.2% 0.5% <br />i <br />I I <br />EAST TO WEST <br />STORMWATER POND <br />SECTION AA <br />1" = 20' Coaco <br />1' <br />FOR ACCESS 1 <br />ROAD, SEE DETAIL 1(- <br />C ON SHEET C10 ' <br />EARTHFILL BERM <br />VARIES <br />2' MIN. <br />2 <br />-1 1 <br />Geo-LoSiC <br />A S S 0 C I AT E S <br />143E Spring Hill Dr, Grass VaNey, Calitomia 95945 <br />geo-logic.eom 1530172.2448 <br />BERM <br />ELEVATION -225' <br />(AT SECTION <br />LOCATION) <br />EASTERN TOE OF POND <br />ELEVATION -217.7' <br />(AT SECTION LOCATION) 10 <br />1 <br />EARTHFILL BERM <br />TOP OF POND <br />ELEVATION -238' (AT <br />SECTION LOCATION) <br />12' <br />2% 10 <br />TOP OF POND <br />ELEVATION -232.32' (AT <br />SECTION LOCATION) <br />TOE OF POND <br />IELEVATION -220.66' (AT <br />SECTION LOCATION) <br />TOE OF POND <br />ELEVATION 220.66' (AT <br />SECTION LOCATION) <br />NORTH TO SOUTH <br />STORMWATER POND <br />SECTION rAC <br />1'° = 10' CO2 <br />MODULE 2B <br />FOOTHILL SANITARY LANDFILL <br />2 <br />1r <br />GRAPHIC SCALE <br />40' 0' 20' 40' 80' <br />160 <br />LEGEND <br />ExwT1NG MA.IOR CONTOUR*') <br />ESI gnm MINOR Cola ww") <br />EXISTM PAVED ROAD <br />EXWTIING UNPAVED ROAD <br />- x x <br />EXISTING FENCE <br />EXIRi00131 VMATER SURFACE <br />Y <br />EXISTMMG LANDFILL GAS STRUCTURES12,3) <br />-♦ <br />EXISTING D(rMMORNN <br />EXIST m UTILITY POLE') <br />PROPOSED IMAroR CONTOUR(*) <br />PROPOKO MMR CONTOUW) <br />PROPOSED LAMER LIMITS <br />PROPOSED CULVERT <br />© <br />PROPOSED ORAN44M INLET AND TRASH RACK <br />PROPOSED HOME LINESJROAD EDGES(6) <br />PROPOSED CHECK DAM <br />PROPOSED CLASS M AGGREGATE BASE <br />PROPOSED ROCK SLOPE PROTECTION <br />a <br />PROPOSED ARTICULATING CONCRETE BLOCK MAT <br />NOTES_ <br />1. EXJSTMMG TOPOGR/1PMiY 9AAED ON AEIMAL SURVEY PERFORMED BY <br />AMDREGG OEOMI1TICs ON .NINE 26, 2016. <br />2. CONTRACTOR SHALL FLAG AND PROTECT ALL EXISTING MONITORING <br />EQUIPMENT. <br />3. CONTRACTOR SHALT. PROTECT ALL UTRM POLES. ANY DAMAGE TO <br />POLES OR LIMES TO AE REPAIRED AT THE CONTRACTOR°S EXPENSE. <br />4. CONTOURS SHOWN REPRESENT GEMIE&WkAME LINER GRADE, <br />5. DKGITAI AUTOCAD FILES WALL BE AVAILABLE TO CONTRACTOR PRIOR TO <br />CONSTRUCTION UPON REQUEST. <br />DRAWING NO. <br />DRAINAGE IMPROVEMENTS CO2 <br />AU 17.1254 <br />ISSUED FOR CONSTRUCTION <br />