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Ill <br />Cast Iron Lamphole Frame & Cover R/W R/ <br />per C.O.S. Standards <br />Class "B' cost in 6" 5-6" Varies <br />place concrete I 4fl 1O. _ <br />31 <br />6' Riser LocationLIT1/ <br />_ �\\lam Exist. c.G.&s. O' Sand 2/ <br />24" I — O <br />Cast iron frame and cover 6"' ` 12" <br />1/2 8 Bit\\� re Cie \ Vei Ci <br />1'-0" Groove filled with mortar before \i j T \ — l _ _ — — — <br />Max. installin cast iron frame and cover 27 30" \%�i ilii\i \i i \i\\ \\i\\\i\\\jCi\ y�yy\ T — 0"30 <br />vv v� 1vv �v iv�� ���vv vi " „ �� 0'_ <br />" adjustment Precast nforgc�d2co3cre4",gr de, high vv vi � i% iiivivN�!����< 1O 1 10 0.30 <br />TOP \ O.D. Min. O.D. 1 (T Min. 0.20' Soil <br />v� Min. 2(YP ) <br />Precast reinforced concrete tapered TOP go,, Min. O.D.+ 20 Min. (Typ ) <br />section to be in accordance with \ \ Cement <br />2'-6 2,-0„ approved manufacturer's dimensions <br />Min. Dia, Collar constructed % SHAPED BEDDING SAND BEDDING SOIL CEMENT BEDDING <br />Tongue and groove joints00 <br />1-7/8" below BEDDING DETAILS <br />for mortar. Mortar all grade finished grade <br />rings and sections with 2:1 mix. r, <br />1 3 ea.— 5/8"0 To Moinx 6" bolts NOTES: <br />5"Min. Precast reinforced concrete maintenance Finished Grade Pavement <br />4'-0" Dia. hole pipes, ASTM design. C-478, adjust to Trench Re air: Trench cuts in local streets <br />Variable proper elevation. (1',2,3', & 4' _� shall be resurfaced with 0.50' deep—lift A.C. 1. Relative compaction of materials shall <br />sections as required.) / L, 'I , CASE 2 Arterial areas shall receive 1.10' deep—lift A.C. <br />resurfacing. Trench Repair outside of pavement be tested In accordance with the State <br />Q Slo e ro (S SIDEWALK) areas snail consist of 6" native sail backfill of California, Dept. of Transportation, <br />1 Water tight joints GROUT 6 dia R W compacted to 85% relative compaction and <br />9 j (GROUT) / surfaced with sod or topsoil as required Testing Manuals, test method No. <br />to match site conditions. California 216 or 231. <br />Variable / 6" 5'-0" 5'-6" Varies Trench <br />a `• a-`• a-, . a-`. a-'. a- a (4'-6", min.) Existing Pavement P <br />Re air <br />I 2. All existing pavement shall be neatly <br />a. .,d,e,. ,. , a. 6 • Pipe for clean—out shall Riser Location cut to line prior to trench excavation. <br />be the some material as Exist. S.W. <br />45' Sanitary Sewer Line Exist. C.&G. �\ The Contractormay use se wheel— or <br />Class "A" 5'-10 . < . o Relative compaction of knife—type or similar equipment that <br />6" 6" <br />L6 4 <br />concrete A '' , `T/i 'T"�"T"i�'n'� ( \ / 95% under pavement / <br />' ' i \\j�\\�\�\ j�\�� - --\j�u�\\j�!\j�\\\j�\\j�\j�\j�\�\j\\\\ \ _ — — — 1 and 907. outside of will produce a neatline C U t <br />? �\ .moi T pavement areas. 2'-6" <br />ELEVATION SECTION A—A \i Variable <br />—�/%�/%\%i�%\\%� \ \���\ Compact in 12" max..`::: . <br />Sanitary Sewer Line Tiv%✓��i`i�i�� \ layers to a minimum \ / 3. The maximum payment width to be <br />Variable <br />relative compaction of 90%. :::::`.�; used for measurement of A.C. ( Misc. <br />IN ' ' � Compact in 36" max. � :�:� � <br />Areas.) — Trench Repair Shall be <br />ELEVATION END VIEW a ers to a minimum <br />To Moin O.D.+12" off. of a compaction o .. 0.D.+1 2" the outside pipe diameter plus 3 feet. <br />o. <br />_/_ NOTES: Cormpact nucture Backfill:"layers to a f`! .• <br />CASE 1 ; <br />- © 6"0 45' Elbow �\ \ minimum relative compaction <br />® Joints are to be encased in concrete (5* WIDE PARKWAY) 10" Min. 0.D. 10" Min. 10" Min. 0. D. 10" Min. <br />3. Lamphole maybe used where approved by agency O.D. 0. D. <br />+ 20" Min. + 20" Min. <br />MAINTENANCE HOLE M.H. 7 a" PIPES 6", 8" & 12" PIPES <br />(Refer to C.O.S. Std. Dwg. No. 55) 7 LAMPHOLE 5 <br />Refer to C.O.S. Std. Dwg No. 58)k.,7 <br />SIDEWALK DETAIL 3 BACKFILL DETAILS TYPICAL TRENCH BACKFILL 1 <br />Refer to C.O.S. Std. Dwg No. 63 7 <br />v A <br />7/8"0 R/W R/W R/W <br />1 "x 1 1/4" <br />1-1/2" D— 3 HOLES 8 R\ ro Pry hole RW —�� Limits of Clearingand Grubbin <br />Width <br />EQUALLY SPACED O 0 O G ' 3'R I 00 50': Arlington Road, College Avenue, University Avenue <br />A 000000 o A B B 52': Fairfax Road <br />O <br />00 <br />0C Cleanout Box and Cover 53': Berkeley Avenue (Sto. 8+62 to Sta. 22+60), Stanford Avenue (Sta. 7+15 to Sta. 20+75) <br />0� 000 "Brooks" No.1—SP,"Christy" 66': Berkeley Avenue (Sta. 6+50 to Sta. 8+62), Stanford Avenue ( Sta. 4+80 to Sta. 7+15) <br />j� — No. F-8, or approved equal. 4" Brass cleanout plug <br />PICK HOLE DETAIL <br />5/8"0- P Varies Varies <br />3 holes ?�li � �..�?�i?T,.i?�T�l�?�i;?i���.YT' �vvww�.vA.vv<vA:vAwA:vyvyv,vv�v�.vwvvA:� E. P. <br />I <br />1"x1-1/4" PICK HOLE t 1 1/4" 4"0 Cleanout Riser with Varies 2' Varies Varies <br />PLAN VIEW r- 1 /2"R No—Hub Joints See Sidewalk 3 <br />Detail 7 <br />A <br />1 2 25-3/4" <br />—4 PLAN <br />1-1/8" 25-1/2• ^ 4—° i R — — — Rv Z- <br />21 <br />--- <br />- — <br />1/g„ Machined 12"(Min.)\\+ <br />Surfaces 16' <br />i n 1 �10" Machined r` 00 14,. Existing C.&G. <br />seating <br />1-1/4" SUrfOC2S 13 3/1' n Install Wye fitting with <br />lateral locations. <br />1/2 4" branch at service <br />1-1 /4 I I � Refer to C.O.S. Std. <br />32� 3 g' 8 1/4"..] 7 g' WyealTeeScombination. Dwg. No. 63 <br />/ 9 3/4"� / R <br />3/4" 4 <br />SECTION A—A SECTION A -A SECTION 13-1313-13 Steel Bar • To sewer main — ---� _ <br />1 X32" 1/2" -1-New Service Cleanout <br />NOTES: varies 5' (Min.) <br />— Vent—Optional — Acceptable Pipe Service Begin Dia. Alt. 4 <br />1. Frame and Cover shall be manufactured of cast iron Cleanout Sewer Pipe. See Detail 45' (Max.) <br />2. Polyvinyl Chloride <br />30' conforming to ASTM A-48—CLASS 30. 1. Acrylonitrile Butadiene—Styrene (ABS) Pi 7 <br />(PVC) Limit of C.O.S. Install Lateral under C.G.&S. <br />/ 2. Frame and Cover shall be HS20 44 rated. Sanitary Sewer New Sewer <br />2 1/8 SECTION C—C 3. Frame shall weigh approx. 45 lbs. New 4"0 Service Lateral Either <br />boring <br />used. <br />or <br />SECTION B—B 4. Cover shall weigh approx. 25 lbs. NOTES: <br />NOTES: <br />1. Maintenance Hole Frame and Cover to be Pinkerton A-624. D&L A1094 5. Frame and Cover shall be coated with bituminous material COLLEGE PARK PARKVIEW <br />9 highway 9 6. Country <br />Frame with A-1032-18 cover or equal. conforming to A.W.W.A. C203. 1. When cleanout falls in driveway, install "Christy" No.F-8C or "Brooks" No.1—SP <br />2. Cover shall be designed to withstand HS20-44 hi hwa loading. (or equal) Cast Iron Traffic Cover. "Brooks" No.3—RT may also by used. SEWER PROJEC PHASE 1 <br />3. Frame and Cover shall be fully machined to assure inter changeability Letter of origin and manufacturer shall be cast into Frame and Cover. S" shall be cast into center of cover. CONSTRUCTION DETAILS <br />and a close quiet fit. <br />w 4. The letter "SANITARY SEWER" or "SEWER" shall be cast into the cover. <br />o Letters shall be 2" high. TYPICAL SERVICE LATERAL 2 Z <br />M.H. FRAME & COVER 8 LAMPHOLE FRAME do COVER 6 SERVICE CLEANOUT DETAIL 4 DEPARTMENT OF PUBLIC WORKS x <br />(Refer to C.O.S. Std. DwgNo. 54 7 {Refer to C.O.S. Std. Dwg No. 59 7 Refer to C.O.S. Std. Dwg No. 63 7 CITY OF STOCKTON, CALIFORNIA o <br />) g ) Refer to C.O.S. Std. Dwg No. 64 7 z <br />SCALE: NONE APPROVED BY: DATE: SHEET NO <br />z DESIGNED BY:D.G. g/z4T 7 <br />DRAWN BY DATE OF 8 SHEETS w <br />LLJ � PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE DRAWN BY: fongrefXrzo c� <br />COUNTY OF SAN J O A Q U I N CHECKED BY: PROJECT NO. inCITY ENGINEER m <br />RECORD DWG.: STOCKTON, CALIF. <br />FILE NAME DRAWER SHEET N0, ACAD 40454—\projects\c (lege park\plan\consh efion details <br />