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B O <br />EXISTING SANITARY SEWER R <br />� <br />1 EOUA � <br />B R/W ftiE <br />D- 3 HOLES < B Cleanout Box and Cover Width ' <br />E VALLY SPACED (� "Brooks" No.1-SP,"Christy _ <br />A Op0000 p A No. F-8, or approved equal. In I , A <br />2/3 <br />000000 0 -4hJ4 <br />Sand O.D.13 <br />00 000 0o PICK HOLE DETAIL <br />� oel�eeo a ' <br />A — A 4" Brass cleanout plug 0.30' �. - •'' "� .' <br />INSTALL FRAME do COVER Soil Cement or <br />WITH GASKET ANo n.n. 0 D' 10 Min. 0.30' <br />(Typ) 0'20V Controlled Density <br />1"x1-1/4" PICK HOLE BOLT-DOWN LID. O.D.+ 20 Min. O.D.+ 20 Min. (Typ.) <br />4"0 Cleanout Riser with FIII <br />PLAN VIEW No-Hub Joints SHAPED BEDDING SAND BEDDING SOIL CEMENT BEDDING <br />B <br />27" <br />PLAN BEDDING DETAILS <br />-4-1/2" 25-3/4" NOTES: <br />Trench Re ir: Trench cuts in local streets <br />1-1/8" 25-1/2" 4'-0" shall be refaced with 0.50' doe lift A.C. 1. Relative compaction of materials shall <br />1/8" Machined 24" MAX. (Min.) Arterial areas shall receive 1.10' deep-lift AC. <br />Surfaces resurfacing. Trench Repair outside of pavement be tested in accordance with the State <br />Opti n I ; 8" x 6" arena snail consist 6" native soil backfill of California, Dept. of Transportation, <br />re <br />compacted to SSX relative compaction and Testing Manuals, test method NO. <br />TEE FITTING surfaced with sod or topsoil as required g <br />1-1/4„ (BEVEL TOP) to match site conditions. California 216 or 231. <br />1/2" STAINLESS STEEL <br />L1-1 4" Trench <br />24" BANDS 2 MIN.) Existing Pavement Re <br />/---I ANCHOR�o ro wALL Install as 2. All existing pavement shall be neatly <br />32-3/8" AT 24" O.C. WITH Wye-Tee combination. <br />STAINLESS STEEL Cut to line prior t0 trench excavation. <br />3/4" SECTION A—A CONC. ANCHORS ; �� .:.:. �i�' The Contractor may use wheel— or <br />BEVEL Relative compaction of s' knife—t a or similar equipment that <br />2„ Steel Bar q To sewer main \ 95X under moment will rode ce a neat line Cut <br />1 17/ 1 /2" 1 " , , LONG RADIUS and 90X outside of P <br />L� 32 . .• • ELBOW pavement areas. 2'-6" <br />Vent -Optional � � Acceptable Pipe Service Begin 4" Dia. Alt. Variable _� <br />SECTION A-A SECTION'S-8 Cleanout Sewer Pipe. Compact in 12" max. <br />1. Acrylomtrlle-Butadiene-Styrene (ABS) \ <br />layers to a minimum \ ; : ; :: `; :: i 3. The maximum payment width to be <br />30' _ y \ Variable <br />165-1/2- �- 2. Polyvinyl Chloride (PVC) omit of C.O.S. relative compaction or 90X. used for measurement of A.C. ( Misc. <br />Sanitary Sewer � � �. <br />—3-3/8� 2 1/8" SECTION C—C \ � Compact in 360 max• \ � Areas.) — Trench Repair Shall be <br />la rp toO.D.+12" a. o�'ss compaction O.D.+12" the outside pipe diameter plus 3 feet. <br />SECTION B—B o'� <br />NOTES: <br />i; <br />NOTES: NOTES: " Structure Backfin: <br />m 6" DIAMETER PVC FEEDER PIPE. mon �iiaum in 6j layers tocbon <br />1. Maintenance Hole Frame and Cover to be Pinkerton A-624. D&L A1094 Pa <br />Frame with A-1032-18 cover or equal. m FLEXIBLE JOINT-BELL & SPIGOT OR CAULOER COUPLING WITHIN 24" OF M.H. SOLVENT 1. When cleanout falls in driveway, install "Christy" No.F-8C or "Brooks" No.1-SP \ of 85X. �\ <br />2. Cover shall be designed to withstand HS20-44 highway loading. WELDED JOINT NOT PERMITTED. (or equal) Cast Iron Traffic Cover. "Brooks" No.3-RT may also by used. 10" Min. D. 10" Min. 10" Min. O.D. 10" Min. <br />® <br />3. Frame and Cover shall be fully machined to assure inter changeability RUBBER RING WATERSTOP OR MANHOLE ADAPTER REQUIRED FOR PVC PIPE INSTALLATIONS. O.D. O.D. <br />and a close quiet fit. m APPLY INTERIOR COATING OF CITY-APPROVED EPDXY OR POLY URETHANE. I + 20" Min. + 20" Min. <br />4. The letter "SANITARY SEWER" or "SEWER" shall be cast into the cover. ® 8" DIAMETER PVC DROP PIPE. <br />Letters shall be 2" high. ® EXISTING SANITARY SEWER. 4" PIPES 6" & 8" PIPES <br />M.H. FRAME do COVER 7 INSIDE DROP INLET M.H. 5 SERVICE CLEANOUT DETAIL 3 BACKFILL DETAILS TYPICAL TRENCH BACKFILL 1 <br />(Refer to C.O.S. Std. Dwg No. 54) 11 Refer to C.O.S. Std. Dwg No. 52A 11 Refer to C.O.S. Std. Dwg No. 64 11 11 <br />Stainless Steel R/W Bpalac � © Strapping 50' R/W <br />1" Max. Limits of Clearing and Grubbing <br />Pipe Pipe <br />Steel <br />Coating <br />Stainless Ste«25' <br />i I Strapping nwood skids 25' <br />2"X4" Unfiished Red <br />�Qa Voioo Bevelled at leading edge <br />(Notches to tro equally spaced) Cost iron frame and cover a E.P. <br />1�2 12 Cleanout Box 7' 2' 16' I Varies <br />11-0. Groove filled with mortar before with Cover <br />Max. installing cast iron frame and cover 12" <br />SECTION_ D TAI B <br />p NTS `J NTS °,' ..' Precast reinforced concrete grade <br />W madjustment rings 2", 3", 4", & 6 high <br /><7 2 -6" 2,_6. " sectioapproto bei accourer as ce with <br />Precast reinforced concrete tapered <br />Y v 1 " zy, <br />Tongue and groove joints —'— <br />for mortar. Mortar all grade <br />1 1/2" x 3 1/2" KEY 1/2" rings and sections with 2:1 mix. <br />Existing C.G.&S <br />18" MazN Precast reinforced concrete maintenance 2" 5"Min. Install Wye fitting with <br />12" Dio.x 1/4 hole pipes, ASTM design. C-478, adjust to 4" branch at service <br />G. 6 Steel CostingVariable 4'-Ow Dia' proper elevation. 1',2. 3', & 4' Refer to C.O.S. Std. <br />sections as required.) lateral locations. Dwg. No. 63 <br />�' A q ) New Service Cleanout <br />• • ` T• I Slo A� See Detail 3 <br />1 Ft. I� Water tight joints (GROUT) 11 <br />5/8" x 24" LONG STEEL DOWELS, 4 �.p ' - _` ' - I 45' (Max.) <br />GREASED AND WRAPPED, AT BOTH _ <br />ENDS OF CURB CUT. <br />Install Seal Class "B" 5 -10 New Sewer <br />at coating ends concrete A <br />New 4"4 Service Lateral <br />Provide P;pa Joint <br />within 18 of ELEVATION SECTION A—A <br />Costing ends. <br />Install Lateral under ring S. <br />or COLLEGE PARK/PARKVIEW <br />by boring. Either boring or <br />piercing method may be used. SEWER PROJECT, PHASE 2 <br />CONSTRUCTION DETAILS <br />LJ <br />VERTICAL CURB do GUTTER 8 JACKED PIPE DETAIL 6 MAINTENANCE HOLE M.H. 4 TYPICAL SERVICE LATERAL 2 z <br />DEPARTMENT OF PUBLIC WORKS <br />(Refer to C.O.S. Std. Dwg. No. CW—C7) 1 1 (Refer to C.O.S. Std. Dwg. No. 60) 1 1 (Refer to C.O.S. Std. Dwg. No. 55) 1 1 (Refer to C.O.S. Std. Dwp No. 63) 1 1 CITY OF STOCKTON, CALIFORNIA o <br />Z <br />SCALE: NONE APPROVED BY: D� SHEET NO w <br />o DESIGNED BY: D.G. 1 1 U_ <br />DRAWN BY DATE OF 12 SHEETS w <br />PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE DRAWN BY:r/,6. c� <br />w PROJECT NO. 0 <br />COUNTY OF S H N J O H Q V I N CHECKED BY: CITY ENGINEER m <br />RECORD DWG.: STOCKTON, CALIF. <br />FILE NAME DRAWER SHEET NO. ACAD <br />\Oro*ts\cdIlp park\vn\co,slcxi delois <br />