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PROPERTY INFORMATION - - - --� RIM188. <br /> FL: 1 .7799 <br /> ADDRESS - 4445 E. FREMONT ST. Ids' a S.Sf _. -__ (N)M _14E)MH }(E)MH <br /> APN. - 143-280-38 -- T _ - ----- - -- S: .003s �.� _ —, -- <br /> �� NEW MANHOLE STRUCTURE <br /> STOKES AVE. SAWCUT EXISTING AIC. I RIM: 28.19 �� PER CITY OF STOCKTON <br /> USAGE INFORMATION -- v AND PATCH PER S.J. COUNTY FL. 22.67 1 FL: 18.74 <br /> URLIC WORKS REQUIREMENTS --- -- 1 I STANDARDS DRAWING NO. 55 <br /> EXISTING FIXTURES. - - - ._....._._.........,.."..._._., ......._._._._._• . <br /> WATERCLOSETS - 6 �— '�- (E)48" SEEPAGE PIT TO BE ABANDONED <br /> P R�YE_ALTH DEPT. REOUIRMENTS TY� <br /> URINALS - 3 -}' _T_ <br /> LAVATORIES - 5 (0111300 GAL. SEPTIC_ ' <br /> TANK TO BE + I /- -- 6' PVC SDR 35 SEWER <br /> PIPE SLOPE TO <br /> RIGHT OF SERVICE ABANDONED AND + , <br /> _DESTROYED PER HEALTH <br /> UNITS PURCHASED - 2 DEPT. REQUIRMENTS_- 1 <br /> In <br /> in <br /> PERMITS REQUIRED r , <br /> BY SUBCONTRACTOR I SAWCUT EXISTING A.C. I ■_ err (E)LEACH LINES TO BE ABANDONED_ _ <br /> ■ PAVING AND PATCH I "� PER_HEALTH-DEPT. REQUIRMENT$ (TYP.) <br /> S.J. COUNTY HEALTH DEPT. - I PAVE AS REOUIHED <br /> ABANDONMENT AND FF: 29.04 CO ' <br /> REMOVAL PERMIT I FL: I%� <br /> x.42--11 C <br /> S.J. COUNTY PUBLIC i _ EXISTING tE)CO U„I <br /> WORKS DEPT. OFFICE- I JsovW <br /> , <br /> ENCROACHMENT PERMIT EXISTING—WAREHOUSE -- OC <br /> I (E)6" S.S. LINED�' � I I , I I-_ <br /> S.J. COUNTY BUILDING DEPT. - / I In <br /> FE 25.6 I I.— <br /> PLUMBING PERMIT <br /> CITY OF STOCKTON EXISTING PIPE SEPTICO <br /> TANK TO BE REMOVED— <br /> _ ----- ■ <br /> PUBLIC WORKS - W <br /> TIE-IN APPROVALW <br /> --- ---- I WAREHOUSE ADDITION ----�. �—� �� � pC <br /> ■ - - -� _ LL, NOTE: DEPTH_OF <br /> Sackfiil with materials equal 10 0rEXISTING 6' LINE TO <br /> I \\ <br /> barter than the existing pcvemenl <br /> in Quality and thickness. BE_FIELD VERIFIED <br /> E:isling Pavement \ -- - _..-._ .. <br /> Compact in 12+maw layers <br /> d�AAin. ' fc a mi n.re!ctive corrfDuc•on — - -- --- -� --- - ------ ---- ----- - - <br /> (Typ) - of 95%under pavement and <br /> shoulders,and 40% <br /> -- outside shoulders. I ■ <br /> c <br /> g — Compact in 24"m13r layers <br /> to a minimum - - .....w.era.................err...+................a......... <br /> p• relative compaclion <br /> at 65%. <br /> al <br /> ! - - Compact in 6" layers <br /> 10 a minimum <br /> bAn, 0-4. 10' rtwive compaclion <br /> . 'tvlln <br /> o D*2D" MIn at 9ox PROPOSED SANITARY SEWER CONNECTION FOR <br /> TRENCH BACKFILL PLOT _PLAN_ _ SC. 1 - : 60.00' BLUE MAGIC PRODUCTS, INC. <br /> STOCKTON, CALIFORNIA <br /> T STOKES AVENUE APPROVED By: <br /> scvL�: 1' 60.00' DRAWN BY J.E.S. <br /> DATE: 1-29-91 REVISED <br /> L Relotive compaction of molerials shall be tested by the State of Colilernla. <br /> Dep'. of Tronspwlatlon Testing Manual, test method No Colitorruo 216 or 231. <br /> $, All eststing pavement shalt be newly Cul to line prior to trench excavation. CHAS. � i. BLOOM CO. <br /> 3 Jelhrg or pan4mV ,nil be p4senutted wrIhin the street Right at Way with 3 year bond. <br /> 4. * When shown by soil compe3itian and compoc:ibllity, ninety perctmi (90%] <br /> DRAWING NUMBER <br /> compaclion may be used, when aoved d by the Director Pubk Works. GENERAL CONTRACTORS <br /> ppr <br /> 5 <br /> 11 % 17 PRINTED ON NO 10008 CLEARPRINT a <br />