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110n 1/ 00 10 <br />o.o.+ zo MC <br />SHAPED BEDDING <br />AND <br />_. 1.. COMPACTED <br />0.30" TO 855 <br />- O.D. - 1D" MIN. <br />0 D.+ 20" Min. GYP.) <br />SAND BEDDING <br />BEDDING DETAILS <br />TRENCH REPAIR <br />TRENCH CUTS IN LOCAL STREETS SHALL BE RESURFACED <br />_ WITH A MINIMUM OF B" DEEP -LIFT A.C. (TYPE B). CUTS <br />IN ARTERIAL STREETS (WASHINGTON AND FRESNO AVE) <br />SHALL BE RESURFACED WITH A MINIMUM OF 13" <br />DEEP -LIFT A.C. (TYPE B). IF THE EXISTING A.C. 15 <br />GREATER THAN 8" (LOCAL STREETS) OR 13" (ARTERIAL <br />STREETS). THE REPAVING SHALL MATCH THE EXISTING <br />i A.C. THICKNESS PLUS 1_. <br />6" (TYP.)-� -EXISTING PAVEMENT -, 6" (TYR <br />RELATIVE COMPACTION OF ... "L <br />1 955 UNDER PAVEMENT <br />AND 905 OUTSIDE OF <br />VARIABLE 1 PAVEMENT AREAS. <br />COMPACT IN 12" M <br />LAYERS TO A MINIMUM <br />RELATIVE COMPACTION OF 959; <br />COMPACT IN 36" MAX <br />LAYERS TO A MINIMUM <br />0.0+12 o RELATIVE COMPACTION <br />r <br />IF <br />OF 855. <br />t jDDP <br />� STRUCTURE BACKFILL <br />COMPACT IN 6" DYERS TO A <br />MINIMUM RELATIVE COMPACTION <br />OF 85510" MIN 10" MIN. 10" MINO.D+ 20' MI���TTT111 <br />4" PIPES <br />BACKFILL DETAILS <br />ArrIR <br />I ' <br />"' -6" I <br />2' 6" <br />TIE <br />VARIABLE <br />0.�.+12" <br />10" MIN. <br />0ID <br />+ 20" MIN.' <br />6" & 8" PIPES <br />2/3 <br />o D. —� <br />\ SOIL CEMENT OR <br />D" <br />(ttP) CONTROLLED DENSITY <br />FILL <br />SOIL CEMENT BEDDING <br />ROCK BEDDING <br />NOTES. <br />1. RELATIVE COMPACTION OF MATERIALS SHALL BE <br />TESTED IN ACCORDANCE WITH THE STATE OF <br />CALIFORNIA, DEPT. OF TRANSPORTATION, <br />TESTING MANUALS, TEST METHOD NO. <br />CALIFORNIA 216 OR 231. <br />2, THE MAXIMUM PAYMENT WIDTH TO BE USED FOR <br />MEASUREMENT OF A.C. ( MISC. AREAS). FOR TRENCH <br />REPAIR SHALL BE THE OUTSIDE PIPE DIAMETER PLUS 3 <br />FEET (POR MAIN LINE SEWER) & 2 FEET (FOR SERVICE <br />LATERALS). THE MAXIMUM PAVEMENT AREA TO BE USED <br />FOR MEASUREMENT OF A.C. (MISC. AREAS) FOR TRENCH <br />REPAIR SHALL BE 11 SQUARE YARDS FOR NEW <br />MAINTENANCE HOLES. <br />3. FOR TRENCH RESURFACING IN CITY MORATORIUM <br />STREETS FRESNO AVE. FROM HAZELTON AVE. TO <br />HARBOR ST.) THE ENTIRE UNE SHALL BE REPAVED. SEE <br />C.O.S. STANDARD SPECIFICATION SECTION 100. <br />4, TRENCH RESURFACING OUTSIDE OF PAVED REAS SHALL <br />CONSIST OF 6" NATIVE SOIL BACKFILL COMPACTED TO 855 <br />AND SURFACED AS REQUIRED TO MATCH SITE CONDITIONS. <br />5. THE EXIST. A.C. PAVING ON FRESNO AVE. IS ESTIMATED <br />TO BE 17" IN THICKNESS. TRENCH RESURFACING SHALL <br />BE 18" DEEP -LIFT A.C. (TYPE B) IN THESE SECTIONS. <br />TYPICAL TRENCH BACKFILL / , <br />23 <br />R/W <br />VARIES: 50' TO 60' -- - -- -_ _ <br />(LIMITS OF CLEARING AND GRUBBING) <br />4 <br />EP <br />CLEANOUT BOX VARIES 2' VARIES: 12 TO 18' <br />WITH COVER -.-.- <br />12 T� <br />EXISTING C.C.&S <br />(IN SOME LOCATIONS) INSTALL WE FITTING WITH <br />4" BRANCH AT SERVICE <br />NEW SERVICE CLEANOUT LATERAL LOCATIONS:-� <br />SEE DETAIL 3 <br />23 <br />Z <br />NEW SEWER ' <br />NEW 4"0 SERVICE LATERAL`.. <br />USE 6"o SERVICE LATERAL 1 <br />FOR COMMERCIAL SERVICES <br />INSTALL LATERAL UNDER C G &S. NOTE: <br />BY BORING. EITHER BORING OR 1, PROVIDE 30" MIN. CLEARANCE BETWEEN <br />PIERCING METHOD MAY BE USED, SEWER AND WATER SERVICE <br />SEE C.O.S. STD. DWG NO 5 <br />FOR OTHER UTILITY CLEARANCES. <br />TYPICAL SERVICE LATERAL r2 <br />(Refer to C.O.S. Std. Dwg No. 63)`R,23 <br />27- <br />]5 <br />3/ <br />2 , LE 2� 1L D— 3 HOLES <br />1 _-1/B MACHINED EQUALLY SPACED <br />SURFACE <br />{ r I OPTIONAL A' <br />/2 <br />- 1 <br />1--- 21' <br />32-3/8- <br />31e SECTION A -A <br />STEEL BAR 4" <br />�2 �L 1-,T/32 1/2-I I <br />]0' 7 r1 <br />L lI _L tsi I VENT -OPTIONAL <br />ptilittida <br />I -L <br />--3 3/8i- 21/8- SECTION C -C <br />SECTION B -B <br />NOTES: <br />1. MAINTENANCE HOLE FRAME AND COVER TO BE PINKERTON A-624. <br />2. COVER SHALL BE DESIGNED TO WITHSTAND HS20-44 HIGHWAY LOADING. <br />A 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 />R/W <br />REFER TO C.O.S. <br />R <br />CAST IRON FRAME AND COVER <br />_ <br />t <br />GROOVE FILLED WITH MORTAR BEFORE <br />liX <br />T.. <br />INSTALLING CAST IRON FRAME AND COVER <br />SEE DETAIL P3 <br />"BROOKS N0.1 -SP, <br />" <br />PRECAST REINFORCED CONCRETE GRACE <br />"CHRISTY' NO F-8, OR <br />ADJUSTMENT RINGS 2". 3", 4". & 6' HIGH <br />1 <br />PRECAST REINFORCED CONCRETE TAPERED <br />SECTION TO BE IN ACCORDANCE WITH <br />2 e <br />J 0. <br />APPROVED MANUFACTURER'S DIMENSIONS <br />MN <br />6 <br />4'-0" (MIN.) <br />TONGUE AND GROOVE JOINTS <br />FOR MORTAR. MORTAR ALL GRADE <br />RINGS AND SECTIONS WITH 2.1 MIX. <br />53101N <br />- PRECAST REINFORCED CONCRETE MAINTENANCE <br />4 0 DIP. <br />HOLE PIPES. ASTM DESIGN. C-478, ADJUST TO <br />VARIABLE <br />INSTALL 45' <br />PROPER ELEVATION. (1', 2', 3', & 4' <br />6' <br />-A _- A <br />SECTIONS AS REQUIRED.) <br />TYI <br />pe O n <br />1 1 <br />/F\ <br />WATER TIGHT JOINTS (GROUT) <br />"B" <br />o <br />- <br />CLASS <br />CONCRETE <br />A <br />LIMIT OF COS, <br />ELEVATION <br />SECTION A -A <br />R/W <br />VARIES: 50' TO 60' -- - -- -_ _ <br />(LIMITS OF CLEARING AND GRUBBING) <br />4 <br />EP <br />CLEANOUT BOX VARIES 2' VARIES: 12 TO 18' <br />WITH COVER -.-.- <br />12 T� <br />EXISTING C.C.&S <br />(IN SOME LOCATIONS) INSTALL WE FITTING WITH <br />4" BRANCH AT SERVICE <br />NEW SERVICE CLEANOUT LATERAL LOCATIONS:-� <br />SEE DETAIL 3 <br />23 <br />Z <br />NEW SEWER ' <br />NEW 4"0 SERVICE LATERAL`.. <br />USE 6"o SERVICE LATERAL 1 <br />FOR COMMERCIAL SERVICES <br />INSTALL LATERAL UNDER C G &S. NOTE: <br />BY BORING. EITHER BORING OR 1, PROVIDE 30" MIN. CLEARANCE BETWEEN <br />PIERCING METHOD MAY BE USED, SEWER AND WATER SERVICE <br />SEE C.O.S. STD. DWG NO 5 <br />FOR OTHER UTILITY CLEARANCES. <br />TYPICAL SERVICE LATERAL r2 <br />(Refer to C.O.S. Std. Dwg No. 63)`R,23 <br />27- <br />]5 <br />3/ <br />2 , LE 2� 1L D— 3 HOLES <br />1 _-1/B MACHINED EQUALLY SPACED <br />SURFACE <br />{ r I OPTIONAL A' <br />/2 <br />- 1 <br />1--- 21' <br />32-3/8- <br />31e SECTION A -A <br />STEEL BAR 4" <br />�2 �L 1-,T/32 1/2-I I <br />]0' 7 r1 <br />L lI _L tsi I VENT -OPTIONAL <br />ptilittida <br />I -L <br />--3 3/8i- 21/8- SECTION C -C <br />SECTION B -B <br />NOTES: <br />1. MAINTENANCE HOLE FRAME AND COVER TO BE PINKERTON A-624. <br />2. COVER SHALL BE DESIGNED TO WITHSTAND HS20-44 HIGHWAY LOADING. <br />A 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 />R/W <br />REFER TO C.O.S. <br />R <br />STD. DWG. NO. 63 <br />NOW <br />50' 60'___�__ <br />CLEANOUT BOX AND COVER <br />T.. <br />"BROOKS N0.1 -SP, <br />"CHRISTY' NO F-8, OR <br />APPROVED EQUAL <br />.- 4 BRASS CLEANOUT PLUG <br />4b CLEANOUT RISER WITH <br />NO -HUB JOINTS (SEE NOTE 2) <br />4'-0" (MIN.) <br />OR As <br />DIRECTED <br />BY coueTY <br />INSTALL 45' <br />WYE -TEE COMBINATION. <br />TO SEWER MAIN <br />SERVICE <br />BEGIN 4" CIA. SEWER <br />CLEANOUT <br />PIPE (SEE NOTE 2) <br />LIMIT OF COS, <br />SANITARY SEWER <br />ACCEPTABLE PIPE <br />1. ACRYLONITRILE -BUTADIENE -STYRENE (ABS) <br />2. POLYVINYL CHLORIDE (PVC) <br />_ J PICK HOLE DETAIL <br />NOTES: <br />1, WHEN CLEANOUT FALLS IN DRIVEWAY, INSTALL "CHRISTY" Ni OR "BROOKS" NO.1-SP <br />(OR EQUAL) CAST IRON TRAFFIC COVER. BROOKS" NO 3 RT MAY ALSO BY USED. <br />iiKi 11111 2, USE 6"0 CLEROUT RISER AND 5"1 SEWER PIPE FOR COMMERCIAL SERVICES. <br />PLAN VIEW 3. SEWER PIPE TO BE PVC SDR35, ABS PIPE, OR OTHER COUNTY APPROVED MATERIAL. <br />s A.�.W�1...FYw�ll..wwIYV W4.�4MIwM1 <br />SERVICE CLEANOUT DETAIL 3 <br />..wWr,...LurA.�wMAr 1A�Lr4rw...�wW <br />(Refer to C.O.S. Std. Dwg No. 64) 23 <br />w WrrwW..w.r.www.Ww.rw4w <br />TYPE I MAINTENANCE HOLE (M.H.) �� Rl 'N� <br />(Refer to C.O.S. Std. Dwg. No. 55) 23 M.H. FRAME & COVER �� 1 b 11 <br />(Refer to C.O.S. Std. Dwg No. 54) 23 as j <br />I°HOMt' INC,IWIH DAH T.IHLIKLO JAY UHMCTID DAn APnROVLD DAJ COUNTY OF SAN JOAQUIN <br />WEk SHEET NO. MAD M., .i. '001 - IS 26.10 DWG Name 0 A6°ANDI0300AWabes-tlml4nyVsM1eeLs\SIM-25 Axq JUJt1l 6y J[U-K <br />PSOMAS <br />Y W_ Mt DWW SJ4. 250 <br />$mY W. �A 8B13T <br />(216) 92FTID3 (N8) IN -UN BAN <br />Boggs Tract Sewer System <br />MTA" <br />DEPARTMENT OF PUBLIC WORK' <br />CRY OF STOCKTON CPLIFORNIP <br />SLAIL AS NOTED. APPROVED BY. DATE <br />Jf. <br />IS[lNE J HY Ri <br />DRAWN BY RSI/CC <br />CHFCKED BY <br />CiG L]Iry ENGINEER <br />RECORD DWG ¢TnY,nD T'AI IT <br />65ANOIOJ <br />