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Ahg <br />A.C. <br />TAPER TO <br />MATCH EXIST. P <br />(3X MAX. SLOPE <br />GRADE TO DRAIN <br />- SEE DRAWINGS PREPARED BY <br />KJELDSEN, SINNOCK d ASSOC. <br />A.,'6' <br />CONTACT UNDERGROUND SERVICE ALERT AT <br />1-800-642-2444 48 HOURS BEFORE DIGGING <br />0 <br />011;o aby <br />r ' ' <br />6 <br />TRANSFORMER AND <br />SPLICE BOX. SEE SHT. E -I <br />W.V. <br />S_______________ 1 <br />i <br />I <br />T <br />TOP OF FIRE HYDRANT <br />ELEVATION = 47.73 <br />COUNTY OF SAN JOAOUIN DATUM <br />I <br />( OC N RUOTE T KS <br />L. <br />RADIN <br />SCALE: 1" We 201 <br />Ply <br />e <br />o� BEN <br />TORM DRAINAGE <br />PROPOSED NEW 15' WIDE <br />SD EASEMENT <br />My <br />AL <br />T, <br />0 <br />N <br />=wW <br />Z <br />&C/) J <br />II <br />II <br />II Ahb <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />v <br />R� <br />NOTES <br />I. REFER TO SITE AND UTILITY PLAN, SHEET C-1 FOR ALL HORIZONTAL CONTROL <br />AND OTHER SITE DEVELOPMENT INFORMATION. <br />2. SEE SHEETS C-3 AND C-4 FOR CONSTRUCTION NOTES, DETAILS 8 SPECIFICATIONS. <br />RIM- 48.00 <br />INV. 1 48' W. = 38.50 <br />NP <br />oRSi M DRA�N 48' CMP VERTICAL CONTROL <br />DATUMS COUNTY OF SAN JOAQUIN <br />BENCHMARK COUNTY BENCHMARK #UV.2 - 10.4 <br />GEOLOGIC BENCHMARK 19B IN NW CORNER MASONIC BLDG. <br />AUGUSTA STREET 112 BLOCK WESTERLY OF LOWER <br />SACRAMENTO ROAD' <br />ELEVATION = 46.063 <br />EXIST. 10' STORM DRAIN EASEMENT <br />TO REMAIN <br />LEGEND <br />EXIST. 4' SO FORCE NEW ASPHALT CONCRETE PAVEMENT <br />MAW (To REMAIN) NEW CEMENT CONCRETE <br />110 EXISTING SPOT ELEVATION <br />136.80PROPOSED SPOT ELEVATION <br />�--136.5--- PROPOSED CONTOURS <br />1.8% <br />.► OVERLAND FLOW .DIRECTION <br />MEET GRADE 0 PROP. LINE DRAINAGE SWALE <br />PROVIDE ROCK MULCH PV'MT. RIDGE <br />SimUa to Deld F GShoot L-3 ............................ PAVEMENT RIDGE <br />PROPOSED STORM DRAIN <br />M LOT LIGHT; (TYP.) PER SHT. C-1 <br />mm - v0.av <br />I.E.- 41.50 <br />SEE DETAIL, SHT. C-3 <br />RIM - 45.02 <br />E 4' E.- 41.12 <br />12' W.- 36.52 <br />E. <br />8' N. (NEW)- 40.30 <br />ADJUST RIM TO 46.50 <br />RIM - 46.50 <br />INV. ( 8' N. ) = 40.30 <br />INV. (8'W.)=38.75 <br />INV. I B" S. ) = 37.50 <br />INV. ( 48" E. ) = 37.50 <br />a <br />'jj & <br />Irr <br />�c �++0 <br />C E .. <br />Lm LO <br />�v (D -WO <br />•� > O <br />LU 0) <br />V 4" <br />0 � V <br />o � <br />C�0��vi <br />�o•��� <br />p O 4 <br />O rc <br />a a <br />O c j <br />U •- <br />a) o <br />.2 F. <br />Q L Ln <br />� N <br />O._ <br />. m <br />■ <br />O <br />a <br />1 <br />Q <br />°a <br />a <br />DS DOWNSPOUT <br />XIST. POWER PANEL FOR <br />/LN <br />V <br />} <br />^O <br />O <br />Q <br />�a <br />Z <br />TW TOP OF WALK <br />�I ' <br />, <br />0z <br />. <br />CONNECT <br />TO EX. PUMP STATION <br />LL. <br />Z0 <br />0 <br />TC TOP OF CURB <br />WITH NEW <br />2.5 L.F. - 8 CMP . LOY• <br />LL <br />IL <br />TP FOP OF PAVEMENT <br />Z <br />LU <br />� <br />aJ V <br />J <br />Qi <br />� \ w <br />v <br />V <br />FL FLOWLINE <br />J <br />STORM <br />RAIN WLET-r -� <br />-y <br />iE� a <br />.. EXISTING DR AINAGE <br />I.E.- 39.00 <br />} <br />TPITOP OF PUMP ISLAND <br />1 <br /># <br />it <br />�. <br />1 <br />Q <br />°a <br />} <br />m <br />XIST. POWER PANEL FOR <br />/LN <br />V <br />} <br />^O <br />O <br />Q <br />�a <br />v <br />�I ' <br />, <br />0z <br />. <br />CONNECT <br />TO EX. PUMP STATION <br />LL. <br />Z0 <br />WITH NEW <br />2.5 L.F. - 8 CMP . LOY• <br />LL <br />a <br />R.O.W AR, LANDSCAPE AREA <br />ANI'AP <br />LU <br />� <br />aJ V <br />O <br />002 <br />� \ w <br />v <br />Z <br />STORM <br />RAIN WLET-r -� <br />-y <br />iE� a <br />.. EXISTING DR AINAGE <br />I.E.- 39.00 <br />1 <br /># <br />it <br />�. <br />CAUTION <br />. <br />I <br />AEP TAAVV"' T <br />1 <br />O <br />�' <br />POSSIBLE CONFLICT. CONTRACTOR SHALL COORDINATE WITH <br />PACIFIC BELL, P.G. <br />•. <br />LOAftW R � (MAIN ���� <br />25 L.F. <br />12' CMP EI I X <br />8 E. AND ARCO ENGINEERS TO 'POT -HOLE' AND <br />LOCATE THESE FACILITIES PRIOR TO COMMENCING ANY GRADING <br />OPERATIONS. SEE <br />-� <br />� <br />a <br />CORE <br />DRILL EXIST. 12' SD'EIN <br />SITE 8 UTILITY NOTE N0.20, SHEET C-4. <br />top <br />W <br />�3 <br />8-o -69 GONNEGTION <br />EXISTING CONSTRUCTION <br />W <br />I' <br />NEW R.O.W. Ct <br />Z <br />NII <br />ii <br />A <br />all AAe <br />0 <br />U) <br />ill <br />- - - - 7 <br />_N II <br />F- <br />x II W <br />--- <br />W LU <br />s <br />AA <br />Z <br />} <br />F- <br />J <br />10 <br />DATE <br />REVISION <br />aper. Q�pFESS/ q <br />Q�OPc� ' A 9Fif�/ <br />A <br />7-13-89 <br />co <br />2 <br />8-15-89 <br />REVISED NORTHERNMOST DRIVEWAY LOCATION PER PARCEL MAP <br />OWNER OF STORM SYSTEM, <br />II Q <br />38-28-89 <br />ADD HEALTH DEPT, SIGNATURE <br />OAKWOOD PROFESSIONAL CENTER <br />II Z <br />8-29-89 <br />REVISE FINISH FLOOR ELEVATION <br />a E -90 <br />i <br />1110 W. KETTLEMAN LANE 20 <br />LODI, CALIFORNIA 95240. <br />a <br />T <br />_ <br />=�� p <br />OF C', <br />EXIST. STORM DRAINMH-48' <br />IST. <br />- <br />N <br />RIM - 4.29 <br />I.E. 9.64 (IN) <br />I.E. 12' [ <br />type <br />II <br />II <br />II <br />II <br />I.E. 19.59 (IN) <br />B <br />NEIN 2.7 DIA. <br />AM / PM <br />4-27-89 <br />II <br />a r g h a u se n- <br />APPROVED FOR <br />CONSTRUCTION. <br />+AT! <br />Consulting Engineers. Inc. <br />prof. <br />D. <br />.h t <br />Q <br />�ftft JOAOYEI HEALTH DEPT.D' <br />002 <br />Land Planning, Survey 4 Engineering Specialists <br />WAOP <br />C-2 <br />ui <br />SM Aa1marR Blvd., Solt Al Scor meat0. Ca. 901M MW 454-1!1! <br />.SAN JOAQUIN CO. D <br />. OF PUSLIC WORKS DATE <br />IOAQUIN FIRE WARDEN DATE <br />rev. 4 <br />of 5 <br />I4" x SS" - PRASE 111 - MASTER DESIGN: J.S.d. 0 <br />WOODSRIDIME S ITARY DISTRICT DATE • <br />WOOD FIRN DIS CT DATE;: <br />1 <br />Q <br />°a <br />} <br />m <br />/LN <br />V <br />} <br />^O <br />O <br />Q <br />�a <br />v <br />Z <br />a <br />0z <br />z <br />LL. <br />Z0 <br />� <br />LL <br />a <br />p <br />LU <br />� <br />aJ V <br />O <br />002 <br />� \ w <br />v <br />Z <br />a <br />yW <br />lam -/Q <br />a <br />U)O <br />_ <br />z <br />9_ <br />30 <br />08 <br />a <br />O <br />a <br />j <br />a <br />a <br />Z <br />�3 <br />0 <br />W <br />OD <br />a <br />Z <br />ii <br />0 <br />U) <br />s <br />• <br />O <br />Z <br />} <br />F- <br />J <br />10 <br />DATE <br />REVISION <br />aper. Q�pFESS/ q <br />Q�OPc� ' A 9Fif�/ <br />A <br />7-13-89 <br />REVISE PER COUNTY PUBLIC WORKS <br />2 <br />8-15-89 <br />REVISED NORTHERNMOST DRIVEWAY LOCATION PER PARCEL MAP <br />V <br />38-28-89 <br />ADD HEALTH DEPT, SIGNATURE <br />Cm <br />4 <br />8-29-89 <br />REVISE FINISH FLOOR ELEVATION <br />a E -90 <br />i <br />LL <br />T <br />OF C', <br />Go <br />- <br />N <br />type <br />data <br />B <br />NEIN 2.7 DIA. <br />AM / PM <br />4-27-89 <br />z <br />Z <br />a r g h a u se n- <br />drawn <br />Consulting Engineers. Inc. <br />prof. <br />D. <br />.h t <br />Q <br />002 <br />Land Planning, Survey 4 Engineering Specialists <br />WAOP <br />C-2 <br />ui <br />SM Aa1marR Blvd., Solt Al Scor meat0. Ca. 901M MW 454-1!1! <br />U• <br />rev. 4 <br />of 5 <br />I4" x SS" - PRASE 111 - MASTER DESIGN: J.S.d. 0 <br />1 <br />