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Cast Iron Lamphole Frame & Cover <br />per C.O.S. Standards <br />Class "B" cast in / 10" Min., 10" Min. <br />place concrete <br />6 - <br />24t' <br />7 s 12 TRENCH REPAIR SCHEDULE a , j 2/3 o. D. / <br />Cost iron frame and cover -� -T_ p <br />LOCATION <br />1'-0111� <br />/// <br />8 <br />�- 27' -� <br />- Trench Repair <br />0' A.C. Paving <br />�- 30" <br />LOCALS <br />Max. <br />�- 0.50' at 95% <br />Relative <br />Compaction <br />- <br />- Trench Repair <br />(0.20') <br />-- <br />Groove filled with mortar before <br />WEST LANE MEDIAN <br />- <br />0.50' at 95% <br />Relative <br />Compaction <br />installing cast iron frame and cover <br />JTrench Repair <br />- <br />(0.30') <br />0.30' A.C. Paving <br />IX / - <br />h <br />TOP <br />2.00' Controlled <br />Density CDF) <br />Dy Fill ( <br />i <br />--Precast <br />reinforced concrete grade <br />0.50' at 95% Relative <br />Compaction <br />7 2 <br />adjustment rings 2", 3", 4!', & 6' high <br />- Collar constructed <br />2'-6"a <br />Min. <br />2 _D <br />Did. <br />s- <br />Precast reinforced concrete tapered <br />1 7/8" below <br />finished <br />section to be in accordance with approved <br />grade <br />manufacturer's dimensions <br />r- 3 ea.- 5/8"0 <br />` x 6 bolts <br />- <br />`-Tongue <br />and groove joints <br />Finished Grade Pavement <br />--fir- <br />for mortar. Mortar all grade <br />_ _ <br />- ---- - _ -----� <br />- <br />5" Min. <br />rings orad sections with 2:1 mix. <br />'L'' <br />Variable <br />Dia <br />-Precast <br />reinforced concrete maintenance <br />hole pipes, ASTM design. C-478, adjust to <br />A <br />proper elevation. (1',2',3', & 4' <br />TYP. - <br />Sloppe <br />sections as required.) <br />1%ft. <br />Water tight joints (GROUT) <br />_ <br />�--- <br />variable <br />,a <br />'a' <br />.I <br />Pipe for clean-out shall <br />C <br />be the same material as <br />--- <br />1 45' <br />Sanitary Sewer Line <br />Class "A° <br />m - <br />411 <br />concrete <br />ELEVATION <br />SECTION A -A6 <br />L <br />-Sanitary Sewer Line <br />ELEVATION <br />END VIEW <br />NOTES: <br />Q 6"0 45' Elbow <br />© Joints are to be encased in <br />concrete <br />3. Lamphole maybe used where <br />approved by agency <br />LOCATION <br />STRUCTURAL SECTION <br />- Trench Repair <br />0' A.C. Paving <br />(0.50')... <br />LOCALS <br />�- 0.50' at 95% <br />Relative <br />Compaction <br />- <br />- Trench Repair <br />(0.20') <br />_- 0.20' A.C. Paving <br />WEST LANE MEDIAN <br />- <br />0.50' at 95% <br />Relative <br />Compaction <br />JTrench Repair <br />- <br />(0.30') <br />0.30' A.C. Paving <br />IX / - <br />h <br />WEST LANE <br />(Traveled Way) <br />ALPINE AVENUE <br />2.00' Controlled <br />Density CDF) <br />Dy Fill ( <br />i <br />I <br />0.50' at 95% Relative <br />Compaction <br />.. 0.30'�- - <br />�I <br />1112 0,D. I-�- --10" Min. 0.30'-- <br />0.20'- - - -- 0. D, - _ +I .. 0.20' <br />O.D + 20' Min. O.D.+ 20' Min. <br />SHAPED BEDDING SAND BEDDING SOIL CEMENT BEDDING <br />BEDDING DETAILS <br />- Trench ReeOW: Trench cuts in pavement <br />areas shah be resurfaced with the type of <br />section as noted in the Trench Repair Schedule, <br />Trench Repair outside of pavement creas <br />shall consist of 6" native soil backfill <br />ell <br />compacted to 85% relative compaction <br />and surfaced with sod or topsoil as NOTES: <br />required to match site conditions. � <br />6" Min. 1. Relative compaction of materials shall be tested in accordance <br />(Typ.) Existing Pavement -� 6" Mi with the Siate of California, Dept.. of Transportation, <br />(T)p-) Testing Manuals, test method No. California 216 or 231. <br />r �- <br />`_ � �� ;;�� ,. , f. 2. All existing pavement shall be neatly cut <br />-- to line prior to trench excavation. The Contractor may <br />Relative compaction of i <br />6" 95% under pavement 6" _ 6 use wheel- or knife -type cr similar equipment that will <br />and 90% outside of --�` /- T - produce a neat line cut except that all cuts in West Lane <br />pavement areas.3 i 0 shall be required to be saw cut. <br />3'-0" <br />\ Compact in 17' max. / 3. Maximum payment width for A.C. Misc. Areas - Trench Repair <br />\ layers to a minimum shall be the outside pipe diameter plus 3 feet. <br />/ relative compaction of 90%. j Variable <br />/ 4. New pavement in West Lane shall be 1/8" higher than <br />Compact in 12" max. adjacent pavement. Apply fog seal coat of SS -1 asphalt <br />Variable , p pp y g p <br />la ers to a minimum � <br />relative compaction ` emulsion. <br />of 85%. --- O' O.D.+12" <br />O' <br />O.D./2 t Structure Backfill: <br />Cqmpact in 6" layers to q <br />\\ �� minimum relative compaction <br />of 90%. <br />10" Min. O.D. 10" Min. 10" Min. O.D. 10" Min. <br />0. D. O.D. <br />+ 20" Min. + 20" Min. <br />MAINTENANCE HOLE (M.H.) 6 LAMPHOLE 4 RIGID CONDUIT FLEXIBLE CONDUIT TYPICAL TRENCH BACKFILL 1 <br />(Refer to C.O.S. Std. Dwg. No. 55) 8 (Refer to C.O.S. Std. Dwg No. 58) 8 BACKFILL DETAILS 8 <br />7/8"0A <br />1"x 1 1/a" <br />8"R <br />_,i:1 Pry hole PIL R/W R/W <br />1 1 /2" D- 3 HOLES 3" R <br />E4UALLY SPACED B B Limits of Clearing and Grubbing -- <br />o ❑ ° PICK HOLE ----- RW -------- <br />A 000pOp °o A <br />Box and Cover Cleanout 1 <br />OO❑ � "Brooks No.1 -SP; ChristyNo.F-8 - - - 25' 25' - yr <br />5/8"0- or opprooed equal. ---------- ,, 4" Brass cleanout plug <br />3 holes .�\ fes-...-------- 6' -...----- ---- 5' ------- ----------..- 14' ---,�` <br />II <br />J <br />00 <br />- <br />1 1, 4 �.: �✓moi � i�y? . /�� :..� �,� � �� <br />1"xt 1/4" PICK HOLE r 1/2"R _. <br />4"0 Cleanout Riser with j <br />PLAN VIEW �A--No-Hab Joints <br />PLAN n <br />27" <br />4 1/2" 25-3/4" <br />5'-0" -Existing C.G.&S. <br />1 1/8" 25-1/2" <br />---21" ( Min.) / <br />Machined `oo / <br />12" -16" - <br />, Surfaces jjjjjj������ \, i to <br />0" Machined ^ -14'/ 5a j at tservice 41ateral Dwg r No. 60.5. Std. <br />Ootional III seating r connections . <br />surfaces -13 3 4" <br />1/2 -1 1/4" 1 1/4" 8 1/4" MOVVIII �T� \ <br />24" --� 9 3/4"--.- 7/8"�14� Install 45' i - f <br />12 1/2" R - Wye -Tee combination. <br />32 3/8" B -13L New Service Cleanout <br />SECTION A -A SECTION B- <br />3/4° <br />SECTION A -A - _- _ - See Detail _ 2 e 5' (Min.) <br />Steel Bar To street sewer main - 8 / 45' (Max.) � <br />1 1 X32 1/2„ � 4" 1„ NOTES: New 8"0 sewer --� <br />Vent -Optional Acceptable Pipe Service Begin 4" Dia. Alt. <br />P Cleanout Sewer Pipe. Install Lateral under C.G.&S. <br />1. Frame and Cover shall be manufactured of cast iron 1. Clay Pipe New 4"0 Service Lateral b boring. Either boring or <br />30' conforming to ASTM A -48 -CLASS 30. 2. Cast Iron & Ductile Iron P.O.C. to C.O.S. Y 9 9 <br />--� 5 1/2" Sanitary Sewer piercing method may be used. <br />3. Acrylonitrile -Butadiene -Styrene (ABS) <br />2 116' 2. Frame and Cover shall be HS20-44 rated. 4. Polyvinyl Chloride (PVC) <br />3 3/8" / SECTION C -C <br />3. Frame shall weigh approx. 45 lbs. tir <br />SECTION B -B 4. Cover shall weigh approx. 25 lbs. NOTES: <br />NOTES:, WEST LANE HEIGHTS / PARK <br />5. Frame and Cover shall be coated with bituminous material i. When cleanout falls in driveway, install "Christy" No.F-8C or "Brooks" No.1-SP p <br />1. Maintenance Hole Frame and Cover to be Pinkerton A-624. D&L A1094 conforming to A.W.W.A. C203. 7"7J SEWER Tp I <br />Frame with A-1032-18 cover or equal. 9 (or equal) Cast 6 -on Traffic Cover. "Brooks" No.3-RT may also by used. ... <br />2. Cover shall be designed to withstand H-20 highway loading. 6. Country of origin and manufacturer shall be cast into Frame and Cover. -- <br />Letter "S' shall be cast into center of cover. <br />3. Frame and Cover shall be fully machined to assure inter changeability <br />CONSTRUCTIONand a close quiet fit. DETAILS <br />Li <br />TYPICAL SERVICE LATERAL 2 Z <br />M.H. FRAME &COVER 7 LAMPHOLE FRAME & COVER SERVICE CLEANOUT DETAIL 3 DEPARTMENT OF PUBIIC WOlacs <br />5 (Refer to C.O.S. Std. Dwg No. 63) $ CITY OF STDCKTDN, cu1FORNw o <br />(Refer to C.O.S. Std. Dwg No. 54) 8 (Refer to C.O.S. Std. Dwg No. 59) 8 (Refer to C.O.S. Std. Dwg No. 64) $ SCALE: NONE APPROVED BY: DAT : SIE No Z <br />L. <br />z DESIGNED BY: 8 <br />DRAWN BY DATE j O SHEETS w <br />PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE PP OVED DATE <br />DRAWN BY: C.J.G. =- <br />COUNTY OF SAN J O A Q U I N CHECKED eY:C1Tr NG EER PR°'E CD <br />Of <br />RECORD DWG.: STOCKTON CALIF. <br />FILE NAME DRAWER SHEET N0. ACAD <br />c:\a-data\west-In\wesUn\dwg\details 3 S' 7s7 C <br />Su - a4 05 <br />