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2'-O" <br />Dia. <br />Max. <br />o •_ <br />2* -6" 7/2 <br />Min. <br />Min. �- <br />4'-0" Dia. <br />Variable <br />TYYPAS1710f <br />.M A <br />e (0 <br />L <br />Dr <br />10 <br />5' —10"A <br />ELEVATION <br />Cast iron frame and cover 8 <br />11 <br />Groove filled with mortar before <br />installing cast iron frame and cover <br />Precast reinforced concrete grade <br />adjustment rings 2", 3", 4", & 6" high <br />Precast reinforced concrete tapered <br />section to be in accordance with approved <br />manufacturer's dimensions <br />'Tongue and groove joints <br />for mortar. Mortar all grate <br />rings and sections 2:1 mix. <br />--Precast reinforced concrete maintenance <br />hole pipes, ASTM design. C-478, adjust to <br />proper elevation. (1',2',3', & 4' <br />sections as required.) <br />—Water tight joints <br />—Class "B" <br />concrete <br />SECTION A -A <br />Cast Iron Frame and Cover 6 <br />PLAN 11 <br />Fasten with (3) 5/8"0x8" bolts_\X <br />Existing Pavement or grounder �1 7/8 <br />2" <br />6" 45 0 Place class "B" <br />Elbow 1 concrete <br />' 45' <br />ELEVATION <br />END VIEW <br />Box and Cover Cleanout <br />"Brooks" No.1—SP,"Christy" <br />No. F-8 or approved equal. <br />Varies <br />4'-6" (min.) <br />7'-0" (max.) <br />R/W <br />50' <br />-- — R/W — <br />2' <br />4" Brass cleanout plug <br />4"0 Cleanout Riser with <br />No—Hub Joints <br />Install 45' <br />Wye—Tee combination. <br />6h <br />To street sewer main <br />Service i Begin 4" Dia. Alt <br />CleanoutI Sewer Pipe. <br />NOTES: <br />1. When cleanout falls in driveway, install "Christy" No.F-8C or "Brooks" No.1 —SP <br />(or equal) Cast Iron Traffic Cover. "Brooks' No.3—RT may also by used. <br />10" <br />1/2 O.D.I_ <br />O.D.+ 20" Min. <br />SHAPED BEDDING <br />NOTES: <br />0.30, <br />10" Min. <br />(TYp ) <br />O.D.+ 20" Min. <br />SAND BEDDING <br />BEDDING DETAILS <br />1. Relative compaction of materials shall be <br />7 <br />tested in accordance with the State of <br />HOLE <br />California Dept. of Transportation, Testing <br />5 <br />Manuals, test method No. California 216 <br />3 <br />or 231. <br />(Refer to C.O.S. Std. Dwg. No. 55) 11 <br />2. All existing pavement shall be neatly cut <br />(Refer to C.O.S. Std. Dwg. No. 64) <br />to line prior to trench exavation. The <br />6" Min. —� <br />Contractor may use wheel -or knife -type <br />2. Cover <br />or similar equipment that will produce <br />be designed to withstand HS -20 <br />highway loading. <br />a neat line cut except that all cuts within <br />and <br />the limits of EI Dorado Street shall be <br />to assure inter changeability <br />required to be saw cut. <br />close <br />%i,_ <br />3'-0" <br />3. Maximum payment width for A.C. Misc. <br />shall <br />be stamped "SANITARY'. <br />Areas - Trench Repair shall be the <br />Density Fill (CDF) <br />FRAME & COVER <br />outside pipe diameter plus 3 feet. <br />`� <br />Variable <br />1 <br />.. <br />4. New pavement within the limits of EI <br />Dorado Street shall be 1/8" higher <br />than adjacent pavement. Apply fog <br />O.D./2 <br />seal coat of SS -1 asphalt emulsion. <br />-�— <br />MAINTENANCE HOLE (M.H.) f <br />7 <br />LAMP <br />HOLE <br />(L.H.) <br />5 <br />SERVICE CLEANOUT DETAIL <br />3 <br />TYPICAL TRENCH BACKFILL 1 <br />11 <br />(Refer to C.O.S. Std. Dwg. No. 55) 11 <br />(Refer to C.O.S. Std., Dwg. No. 58) `! <br />(Refer to C.O.S. Std. Dwg. No. 64) <br />11 <br />A <br />1 1/Y D— 3 HOLES <br />E UALLY SPACED — <br />1/4- PICK HOLE <br />PLAN VIEW <br />27" <br />44 1� � 25-34" <br />1 1 8 <br />25-1/2" — <br />1/8" Machined <br />Surfaces <br />Optional <br />1/7 I 1 1/4" <br />1 - <br />L <br />24" <br />32 3/8" <br />3/4„ SECTION A -A <br />Steel Bar �{ <br />2" 4" <br />,/2.,� <br />Vent—Optional <br />30' <br />---1 5 '1/2' 7 <br />�3 3/8" � 2 1 /8" SECTION C -C <br />1 <br />PICK HOLE <br />SECTION B -B <br />2C", Min. <br />+ 20" <br />NOTE: <br />RIGID <br />CONDUIT <br />FLEXIBLE <br />1. Maintenance <br />HARRIS AVE. <br />Hole Frame and Cover to be <br />Pinkerton A-624. D&L A1094 <br />Frame <br />with <br />A-1032-18 cover or equal. <br />2. Cover <br />shall <br />be designed to withstand HS -20 <br />highway loading. <br />3. Frame <br />and <br />Cover shall be fully machined <br />to assure inter changeability <br />and a <br />close <br />quiet fit. <br />4. Cover <br />shall <br />be stamped "SANITARY'. <br />Density Fill (CDF) <br />FRAME & COVER <br />(M.H.) <br />(Refer to C.O.S. Std. Dwg. No. 54)\,,I 1 <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED <br />f011114 I?efuerzo 61 2195 �� ii�1 <br />--- / 2-iG no <br />FILE NAME DRAWER SHEET N0. ACAD <br />I I \til\+\*\l <br />Pic <br />7/8„ <br />FRAME & COVER (L.H.) 6 <br />(Refer to C.O.S. Std. Dwg. No. 59) 11 <br />DATE SUBMITTED DATE APPROVED DATE <br />f�3�9(0 /eil.��• l3/9G d�� �Y�4 <br />See Detail <br />New 4"0 Service Lateral <br />of Clearing and Grubbing <br />12't <br />0.12' A.C. Overlay <br />Existing Roadway <br />Install Wye at <br />service lateral <br />connections. <br />5' (Min.) <br />45' (Max.) <br />TYPICAL SERVICE LATERAL 4 <br />,Refer to C.O.S. Std., Dwg. No. 63)\,11 <br />COUNTY OF SAN JOAQUIN SCALE: NONE <br />R/W <br />New Sewer Main. <br />Refer to C.O.S. Std. <br />Dwg. No. 63 <br />—. 1't ;trlrr"^. <br />-6 win <br />2/, <br />SOIL CEMENT BEDDING <br />0.20' <br />(TYp.) <br />TRENCH REPAIR Trench cuts in pavement <br />areas shall be resurfaced with the type of <br />section as noted in the Trench Repair Schedule. <br />Trench Repair outside of pavement areas <br />shall consist of 6" native soil backfill <br />compacted to 85% relative compaction and <br />surfaced with sod or topsoil as required <br />to match site conditions <br />Existing Pavement 6" Min. <br />+ <br />2C", Min. <br />+ 20" <br />Min. <br />RIGID <br />CONDUIT <br />FLEXIBLE <br />CONDUIT <br />HARRIS AVE. <br />T <br />LOWELL AVE. <br />0.50' at 95% Relative <br />Compaction <br />Trench Repair (0.30') <br />0.30' A.C. Paving <br />2.00' Class II <br />ODEL AVE. <br />Agg. Base at <br />EL DORADO ST. <br />95% Relative <br />Compaction or <br />2.00' Controlled <br />Density Fill (CDF) <br />T <br />0.50' at 95% Relative <br />-------------- <br />+ <br />2C", Min. <br />+ 20" <br />Min. <br />RIGID <br />CONDUIT <br />FLEXIBLE <br />CONDUIT <br />BACKFILL DETAILS <br />LOCATION <br />STRUCTURAL SECTION <br />Trench Repair (0.50') <br />FAI NT <br />0.50' A.C. Paving <br />IVY AVE.. <br />HARRIS AVE. <br />T <br />LOWELL AVE. <br />0.50' at 95% Relative <br />Compaction <br />Trench Repair (0.30') <br />0.30' A.C. Paving <br />2.00' Class II <br />ODEL AVE. <br />Agg. Base at <br />EL DORADO ST. <br />95% Relative <br />Compaction or <br />2.00' Controlled <br />Density Fill (CDF) <br />T <br />0.50' at 95% Relative <br />Compaction <br />m <br />TRENCH RESURFACING SCHEDULE <br />2 <br />11 <br />MOSSWOOD SEWER PROJECT <br />PHASE 2 <br />CONSTRUCTION DETAILS <br />DEPARTMENT OF PUBLIC WORKS <br />CITY OF STOCKTON, CALIFORNIA <br />SCALE: NOTED APPROVED BY: DATE: SHEET NO <br />DESIGNED BY: D.G. �i _ i 1 <br />OF 12 SHEETS <br />DRAWN BY: rorty Kefuerm ----- <br />CHECKED BY: = -- - <br />CITY ENGINEER <br />RECORD DWG.: STOCKTON. CALIF. <br />38 7z, Boa <br />