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TREATMENT <br />PLANT <br />SEE ROSE'S <br />ENGINEERING PLANS <br />I <br />J <br />NO. I DESCRIPTION <br />pi -3! <br />STATE HIGHWAY ROUTE No. 99 <br />---------------------------------- <br />------------- - <br />H <br />1-1/2" <br />16' SERVICE ROAD <br />POND <br />AIN \ MAIN SAN. SEWER <br />200 PVC 3� PUMP STATION <br />SEE SHEET 11-A <br />w <br />S. <br />WATER/ WE <br />PER COUNTY <br />W <br />IRRIGATION <br />PUMP STATION <br />—8" DISCHARGE LINE <br />W <br />POND <br />G. & <br />UAW <br />PLOT DATE: 03/28/83 SCALE <br />HORIZONTAL: 1" = 120' <br />PLOT TIME: 09:35 <br />FILE: 93002\UTILITY JUR VG T <br />PLANS: F.B.: <br />CHECKED: 11 Roger D. Rumph PROFILE: F.B.: <br />J <br />_W <br />POND <br />3 <br />0o <br />POND <br />MAIN <br />Y WELL SITE 1 <br />SEE SHEET 11-C <br />.( / Q <br />TURNER STATION / <br />_ S. 99 FRONTAGE RD. <br />CLASS 200 PVC <br />SAN. SEWER <br />PUMP STATION <br />/•� SE SHEET 11-B <br />� / <br />18 WIDE FIRE EMERGENCY ACCESS ROAD <br />6" W II <br />EXIST. WELL <br />I/ <br />Il \ <br />— — — — — — — 3" PVC SCHED.40 FORCE MAINmniiiiii <br />� �• / /� " <br />_.._.._.._. _.._.._.._.._.._.._.. .._.._.._.._.._.._.._.._..—.• <br />L30' WIDE PRIMARY ACCESS ROAD 2/1/2" PVC SCHED.40 <br />POTABLE WATER <br />(SEE ACCESS ROAD PLAN & \ `.•\ - _' �� <br />PROFILE SHEETS FOR PROFILE / <br />ADJACENT TO ROAD) -- - / <br />/ J <br />WATER/SEWER SEPARATION i <br />CLASS 20pPVC PER COUNTY STD. DWG. W-7 / T <br />I / <br />I 6" W .L <br />ADMISSIONS BLDG. <br />1 L / <br />3.75 <br />1 V. 4 IN 24.52 <br />1 <br />INV. S &2�� / <br />1 4=PVC SAN. SEWER 0 / LEGEND: <br />1 <br />I S=0.01TMIN. / <br />1 PRO -SHOP SA � + 8" W IRRIGATION &FlRE PROTECTION MAIN w/SIZE <br />1 / / /. ' -••-"-8" W- - -'- POTABLE WATER MAIN w/SIZE <br />SEWER PUMP TATION <br />1 % / - — -8" SS— — — SEWER MAIN w/SIZE <br />1 SEE SHEET 11 B ' Q— FIRE HYDRANT <br />WATER VALVE <br />REFER TO RV PARK DETAIL SHEET (DWG. No. 6-E) FOR WATER AND <br />1 WATER/SEWER SEPARATION SANITARY SEWER SYSTEM GENERAL NOTES AND DETAILS. <br />PER COUNTY STD. DWG. W-7 % 0 <br />1 <br />1-1/2" WATER o 2 / ES:. <br />SCHED.40 PVC i Nn / 1. ALL WORK SHOWN HEREON SHALL BE DONE IN STRICT ACCORDANCE TO <br />COUNTY OF SAN JOAQUIN STANDARD SPECIFICATIONS, ADOPTED SEPTEMBER <br />1991, AND ALL AMENDMENTS THERETO TO DATE. <br />1 / / <br />° T 2. THE INSPECTION OF THE FIRE MAINS AND THE THRUST BLOCKS AND HYDRO - <br />SHALL MEET THE REQUIREMENTS OF AND WILL BE CONDUCTED <br />" AN EWER FORCE MAIN � <br />TESTING <br />J •C BY THE MANTECA-LATHROP FIRE DEPARTMENT. <br />3. OPEN, PUMP, AND BACKFILL THE SEPTIC TANK, SEEPAGE PIT, OR EXCAVATION <br />/ UNDER PERMIT AND INSPECTION BY THE SAN JOAQUIN COUNTY ENVIRONMENTAL <br />HEALTH DIVISION. <br />` � � �•• <br />G AP <br />4. DESTROY OR PROPERLY SEAL ANY ABANDONED WELLS UNDER PERMIT AND <br />INSPECTION BY THE SAN JOAQUIN COUNTY ENVIRONMENTAL HEALTH DIVISION. <br />-1 <br />1-1 2" WATER <br />40 VC <br />`.••-' <br />x ? <br />%{L2 <br />X <br />5. ALL WORK SHOWN HEREON SHALL CONFORM TO THE UNIFORM PLUMBING CODE, <br />SCHED. <br />�/ <br />LATEST EDITION. <br />I <br />I <br />I <br />I <br />I <br />I <br />I I <br />I <br />�� <br />/� <br />WATER MAIN <br />/ <br />•-E-�- ASSOCIATES, INC. <br />/� '+� <br />OQpOFEBglO <br />��"'• ROOER o. '. <br />P.O.Bo% 8.8 <br />ENLARGEMENT <br />NOT TO SCALE <br />/ <br />/ / <br />T <br />, ' c <br />"; �•>teus� i m <br />a <br />San Andreas, Ca. 95249 <br />Ph (209) 754-3588 <br />T.B.M. DESCRIPTION: <br />BRASS CAP 1640' WEST OF SOUTH 99 <br />FRONTAGE ROAD, SOUTH SIDE OF FRENCH <br />CAMP ROAD, MARKED QR -30.7, U.S.G.S. <br />DATUM <br />i <br />*d�•oav� o, <br />/ `"`W FRENCH CAMP GOLF & R. V. PARK <br />ELEVATION: MANTECA—LATHROP FIRE DEPARTMENT SHEET UTILITY PLAN <br />28118 APPROVED 1 0 DATE: 3 <br />RCE NO: 12741 <br />BY:__ DATE: 0EXP. DATE: 3/31/9' <br />OF 12 ESIGN ENGINEER <br />