Laserfiche WebLink
SCALE: N I" = 20' <br />I <br />1195 <br />I` I <br />� I <br />1 <br />�9 <br />lig � � <br />94 <br />0 <br />CIL. SURFpGE <br />IX. FENCE TO BE <br />REMOVED (PORTION) <br />1 - - SEX. 10' B.C.I.D. \ <br />EASEMENT <br />- <br />120 00 <br />FG STORM RETENTION <br />F4"'B POND FX.. RIP -RAP SWALE <br />ice <br />PER S.J. CO. STD. D-24 \ <br />B�yo�. VdR <br />LID , 19 <br />SYRA4 PON /ns.e <br />�C� MR 39-17 <br />EX. EROSION COOL PIPE DISCHARGE PER <br />\ \�� S.J.CO. STD. N0. 22 -MODIFY AS NECESSARY <br />1111- EX_30'SD) A � b <br />V <br />r \ 1 STOP = 120.00 a <br />BOM = 98.00 1zo4 _ <br />c� e.a <br />O- <br />\ EXTEND RIP -RAP SWALES 59' <br />TO BOTTOM OF POND <br />4" AB- <br />--�-_ <br />SA <br />"ON o I d0 <br />co/v rma �naz naz ass <br />rsoc <br />N � <br />pAN R0 �� <br />P v, <br />1 I <br />EL <br />cEN�q roa I <br />I�sign TC <br />I <br />ISI ' I III <br />120 OD FG <br />�-_� -- - EX RIP -RAP SWALE <br />4" AB 119.♦ r„-6 .J <br />35 <br />_ — � <br />W' W X24" �. <br />�BCIL <br />OIL SURFACE120 <br />- - - <br />__ <br />--EXTEND RIP -RAP 6SWALE - <br />TO TOP OF POND --- <br />EX 12 "SCI D' - -- <br />108.7' <br />b ;1 <br />LOT A <br />STORM POND <br />INSTALL EROSION CONTROL PIPE DISCHARGE PER <br />S.J.CO. STD. NO. D-22 <br />� 1 <br />6 EX. 6' CHAIN LINK <br />FENCE WITH PLASTIC /E <br />SLATS PER S.J.CO. <br />bZ <br />STD. NO. D-24 & D-12 / <br />/ <br />RECORD DRAWING <br />Corrections By <br />No 'nanges B� <br />Dave 4 K�mG <br />Any P o Using This Drawing Should Verity <br />All information By inspectino ThP Site Ot Work <br />a <br />BEFORE YOU DIG <br />CALL USA UNDERGROUND SERVICE ALERT <br />48 HOURS PRIOR TO CONSTRUCTION. CALL <br />TOLL FREE 1-800-227-2600 <br />KEEP ALL VEHICLES, EQUIPMENT, TOOLS AND <br />PEOPLE 10 FEET FROM POWER LINES, IF YOU <br />MUST WORK WITHIN 10 FEET OF POWER LINES <br />PLEASE CALL PG&E 0 800-743-5000 <br />120.00 FG <br />/j <br />NOTE: <br />THE EXISTING STORM RETENTION BASIN WILL BE EXPANDED <br />TO ACCOMODATE THE RUNOFF FROM UNIT NO. 2. <br />6' CHAIN LINK <br />FENCE WITH PLASTIC <br />SLATS PER S.J.CO. <br />STD. NO. D-24 & D-12 <br />SECTION A -A <br />NOT TO SCALE <br />DILLON & MURPHY <br />CONSULTING CIVIL ENGINEERS <br />ENGINEERING " PLANNING - SURVEYING <br />1820 W. KETTLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (209) 334-6613 <br />IMPROVEMENT PLANS FOR TRACT NO. 3422 <br />CARBONA STATION UNIT 2 <br />STORM RETENTION BASIN PLAN <br />NOVEMBER, 2004 <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />DATE <br />SCALE: 1" = 20' <br />BENCH MARK:BB-42EL. 138.58 <br />BRASS CAP S/W CORNER OF <br />CONCRETE CULVERT 114' NORTH <br />SHEET <br />DRAWN BY: BG MT <br />20 <br />DESIGNED BY: BG <br />OF 24 SHEETS <br />OF LINNE RD. ON THE WEST SIDE <br />CHECKED BY: JM <br />OF MAC ARTHUR ROAD. <br />JOB NO. <br />0005 <br />AS BUILT BY: <br />