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1-1/2" D- 3 HOLES <br />EQUALLY SPACED <br />0 <br />AZOO ° A <br />o ° oo <br />PICK HOLE DETAIL <br />�1"x1-1/4" PICK HOLE <br />PLAN VIEW <br />27" <br />1/2" 25-3/4" <br />-i/2.. <br />Surfaces <br />Otfflona <br />1/2„ 1-1/4„ <br />24" <br />32-3/8" <br />3/4" SECTION A -A <br />Steel Bar 4' <br />2,. 1 1 / 1/2" <br />L 32 <br />Vent -Optional <br />30' _ <br />5-1/2" <br />\�3-3/8'V - SECTION C -C <br />SECTION B -B <br />NOTES: <br />1. Maintenance Hole Frame and Cover to be Pinkerton A-624, D&L A1094 <br />Frame with A-1032-18 cover or equal. <br />2. Cover shall be designed to withstand HS20-44 highway loading. <br />3. Frame and Cover shall be fully machined to assure inter changeability <br />and a close quiet fit. <br />4. The letter "SANITARY SEWER" or "SEWER" shall be cast into the cover. - <br />Letters shall be 2" high. �� <br />M.H. FRAME & COVER / i 1 <br />(Refer to C.O.S. Std. Dwg No. 54) <br />0 DRAWN BY DATE <br />> PROJECT ENGINEER DATE <br />Li <br />FILE NAME DRAWER SHEET N0. ACAD <br />west_In\phase2\plan\details <br />8 1/4! <br />9 3/4" <br />SECTION A -A <br />Go <br />r` <br />A <br />1"x 1 1/4" <br />Pry hole <br />OD / B <br />5/8"0- <br />3 holes <br />1 <br />1/2"R <br />A <br />21" <br />m 16"�,.{I <br />\0�3 � 1 4'j " o0 <br />I`r �I <br />\ _ _ <br />13 I34' <br />F� <br />7 8' <br />12" 1 /2" R <br />SECTION B -B <br />NOTES: <br />1. Frame and Cover shall be manufactured of cast iron <br />conforming to ASTM A -48 -CLASS 30. <br />2. Frame and Cover shall be HS20-44 rated. <br />3. Frame shall weigh approx. 45 lbs. <br />4. Cover shall weigh approx. 25 lbs. <br />5. Frame and Cover shall be coated with bituminous material <br />conforming to A.W.W.A. C203. <br />6. Country of origin and manufacturer shall be cast into Frame and Cover. <br />Letter "S" shall be cast into center of cover. <br />LAMPHOLE <br />FRAME do <br />COVER <br />5 <br />Refer to C.O.S. <br />Std. Dwg <br />No. 59) <br />8 <br />PL <br />Box and Cover Cleanout <br />"Brooks" No, 1 -SP," Christi' No.F-8 <br />or approved equal. <br />5'-0" <br />( Min.) <br />2_1© <br />4" Brass cleanout plug <br />4!'o Cleanout Riser with <br />No -Hub Joints <br />Install 45' <br />Wye -Tee combination. <br />To street sewer main <br />Acceptable Pipe Service Begin 4" Dia. Alt. <br />1. Clay Pipe Cleanout Sewer Pipe. <br />2. Cast Iron & Ductile Iron P.O.C. to C.O.S. <br />3. Acrylonitrile -Butadiene -Styrene (ABS) Sanitary Sewer <br />4. Polyvinyl Chloride (PVC) <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 />SERVICE CLEANOUT DETAIL <br />or to C.O.S. Std. Dwg No. 64 <br />Cast Iron Lamphole Frame & Cover <br />per C.O.S. Standards <br />Class "B" cast in <br />place concrete 7/ <br />Cast iron frame and cover <br />/2 <br />1'-0" Groove filled with mortar beforeJ <br />Max. installing cast iron frame and cover 27 <br />Precast reinforced concrete grade <br />adjustment rings 2", 3", 47, & 6' high TOP <br />Precast reinforced concrete tapered <br />71/2 section to be in accordance with <br />2,_0„ approved manufacturer's dimensions <br />Min. Dia. <br />Tongue and groove joints <br />for mortar. Mortar all grade <br />rings and sections with 2:1 mix. <br />5" Min. Precast reinforced concrete maintenance <br />4'-0" Dia. hole pipes, ASTM design. C-478, adjust to <br />Variable proper elevation. (1',2',3', & 4' <br />��••jj sections as required.) <br />TYR. Slope A <br />1"/Ft. Water tight joints (GROUT) <br />Variable / <br />- e - - - (4'-6 min.) <br />45' <br />�5' -1 J'-+• o_ � d <br />Class "A" <br />concrete ELEVATION SECTION A -A <br />2 47 <br />2" <br />1 <br />30" <br />Collar constructed <br />1-7/8" below <br />finished grade <br />3 ea.- 5/8'0 <br />x 6' bolts <br />Pipe for clean-out sho <br />be the same material c <br />Sanitary Sewer Line <br />T <br />Sanitary Sewer Line <br />ELEVATION END VIEW <br />0. D. <br />+ 20" Min. <br />RIGID CONDUIT <br />R/W <br />See Detail 1-1 <br />0. D. <br />+ 20" Min. <br />FLEXIBLE CONDUIT <br />BACKFILL DETAILS <br />New 470 Service Lateral <br />TYPICAL TRENCH BACKFILL <br />of Clearing and Grubbing / <br />30' <br />Install Lateral under C.G.&S. <br />by boring. Either boring or <br />piercing method may be used. <br />R/W <br />Refer to C.O.S. Std. <br />Dwg. No. 63 <br />M%ke s, <br />NOTES: WEST LANE HEIGHTS / PARK <br />© 6"4 45' Elbow SEWER PROJECT, PHASE 2 <br />Joints are to be encased in concrete <br />3. Lamphole maybe used where approved by agency CONSTRUCTION DETAILS <br />MAINTENANCE HOLE M.H. 6 LAMPHOLE 4 TYPICAL SERVICE LATERAL 2 DEPARTMENT OF PUBLIC WORKS O <br />(Refer to C.O.S. Std. Dwg. No. 55) 8 Refer to C.O.S. Std. Dwg No. 63) 8 J CIT OF STOCKY°"' CALIFORNIA o <br />Refer to C.O.S. Std, Dwg No. 58 8 SCALE: NONE APPF\CED BY: DATE: SHEET NO w <br />DESIGNED BY: 7-3-36 6 U_ <br />CHECKED DATE SUBMITTED DATE APPR VED DATE (1 n of 7 SHEETS w <br />DRAWN BY: Tony! ` 0 <br />COUNTY O F SAN J O A Q U I N <br />PROJECT N0. <br />CHECKED BY: � � <br />yJ��y RECORD DWG.: Col-'CITY <br />CKTON,, CALIF. <br />37/6.6- c <br />O <br />2/3 <br />O <br />O' <br />Sand <br />0. D. - <br />0.. 0 <br />0LJ <br />10" <br />N <br />1/20.D. <br />�-- <br />Mi <br />0. D. <br />10" Min. <br />0.30' - <br />0.20' <br />Min .O.D.+ <br />(Typ') <br />Soil <br />20" <br />Min. <br />O.D.+ <br />20' Min. <br />(TYp.) Cement <br />SHAPED BEDDING SAND BEDDING <br />SOIL CEMENT BEDDING <br />BEDDING DETAILS <br />NOTES: <br />1 . <br />Relative compaction of materials shall <br />Trench Repair: Trench cuts in pavemen -- ` <br />be tested in accordance with the State <br />areas shall be resurfaced with I� derep. <br />Lift A.C. Trench Repair outsi`� of pavement <br />Of California, Dept. of Transportation, <br />areas shall consist naomp0c.il backfill <br />_ <br />. <br />es Ing Manuals, test method NO. <br />g <br />relative <br />compacted to 85% relative compac%ion and, <br />surfaced with sod or topsoil as required`..,_ <br />_ <br />California 216 or 231. <br />to match sit conditions. <br />6" Min <br />2. <br />All existing pavement shall be neatly <br />(Typ.) <br />Existing Pavement <br />6" Min. <br />cut to line prior to trench excavation. <br />(Typ') <br />The Contractor may use wheel- or <br />knife -type or similar equipment that <br />6 <br />Relative aQmpactian of <br />*;5% <br />6" <br />will produce a neat line cut <br />T\ <br />unde,/ pavement <br />and 90%I outside of <br />/--FT <br />3'-0" <br />pavement areas. <br />pant in tz" max. <br />3'-0,. <br />/ <br />3. <br />The maximum payment width to be <br />Iyer to a minimum <br />/ <br />used for measurement of A.C. ( Misc. <br />\ <br />/ relative compaction of 90%. \ <br />i N <br />/variable <br />Areas.) - Trench Repair Shall be <br />Vanable� <br />Compact in 12' max. <br />, layers to a minimum <br />outside pipe diameter plus 3 feet. <br />relative compaction <br />O.D.+12" <br />_the.. <br />of 85%. <br />Structure Backfill: <br />ivi ,unrnp�r,7 ®( 9k :f E n,; w � Ab ..r+aIcT <br />O.D./2 <br />Compact in 6", layers to q <br />a! 7 n <br />minimum relative compaction <br />rr 5rmslto �rF �r,� J,' e{ir cR ,4 Fe <br />10" Min. <br />O.D. <br />10" Min. 10" Min. 0. D.' <br />-10" Min. <br />0. D. <br />+ 20" Min. <br />RIGID CONDUIT <br />R/W <br />See Detail 1-1 <br />0. D. <br />+ 20" Min. <br />FLEXIBLE CONDUIT <br />BACKFILL DETAILS <br />New 470 Service Lateral <br />TYPICAL TRENCH BACKFILL <br />of Clearing and Grubbing / <br />30' <br />Install Lateral under C.G.&S. <br />by boring. Either boring or <br />piercing method may be used. <br />R/W <br />Refer to C.O.S. Std. <br />Dwg. No. 63 <br />M%ke s, <br />NOTES: WEST LANE HEIGHTS / PARK <br />© 6"4 45' Elbow SEWER PROJECT, PHASE 2 <br />Joints are to be encased in concrete <br />3. Lamphole maybe used where approved by agency CONSTRUCTION DETAILS <br />MAINTENANCE HOLE M.H. 6 LAMPHOLE 4 TYPICAL SERVICE LATERAL 2 DEPARTMENT OF PUBLIC WORKS O <br />(Refer to C.O.S. Std. Dwg. No. 55) 8 Refer to C.O.S. Std. Dwg No. 63) 8 J CIT OF STOCKY°"' CALIFORNIA o <br />Refer to C.O.S. Std, Dwg No. 58 8 SCALE: NONE APPF\CED BY: DATE: SHEET NO w <br />DESIGNED BY: 7-3-36 6 U_ <br />CHECKED DATE SUBMITTED DATE APPR VED DATE (1 n of 7 SHEETS w <br />DRAWN BY: Tony! ` 0 <br />COUNTY O F SAN J O A Q U I N <br />PROJECT N0. <br />CHECKED BY: � � <br />yJ��y RECORD DWG.: Col-'CITY <br />CKTON,, CALIF. <br />37/6.6- c <br />