6" VCP DOULE " Y " RNCH PLUG LL RNCHES NOT CONNECTED NOTE: HOLES IN EXISTING PIPE SHLL E MDE Y CORE DRILLING PER S-a-86. 4" 18" 6" 6" VCP " T " SDDLE PER S-a-213 C GROUND SURFCE 8' MIN SEE NOTE EXISTING SEWER 12" PLUG LL RNCHES NOT CONNECTED 6" VCP DOULE " Y " RNCH 420-C-2000 THIS PORTION MY E OMITTED IN FIRM SOIL WHEN PPROVED Y DISTRICT INSPECTOR (SHLLOW LINE) SECTION - RD " T " SDDLE WITH DOULE " Y " VRILE 5" 5" CONCRETE ENCSEMENT 5" 5" 6" VCP " T " SDDLE 6" VCP WITH 0 45 SHORT RDIUS END 1.5- SCK CEMENT SLURRY 4" 6" 6" VCP " T " SDDLE PER S-a-213 4" 45 0 6" SEE NOTE SEE NOTE EXISTING SEWER EXISTING SEWER SECTION - 420-C-2000 END VIEW C SEE SECTION - SECTION C-C SDDLE WITH SHORT RDIUS END STNDRD " T " SDDLE WITH DOULE " Y " (DEEP LINE) S DRWING DOES NOT PPLY TO CONNECTIONS TO LINED PIPE
4" OR 6" DI HOUSE CONNECTION ONLY DRY PCK NNULR SPCE W ITH NON-SHRINK GROUT ND SECURE STU W ITH 1.5-SCK CEMENT SLURRY DRY PCK NNULR SPCE W ITH NON-SHRINK GROUT ND SECURE STU W ITH 1.5-SCK CEMENT SLURRY VCP STU ELEV "" CORED HOLE DI = OD + 2" MX 45 0 VCP STU CONNECTION TO REINFORCED CONCRETE STRUCTURE CONNECTION TO RCP (LL SIZES) OR NRCP & VCP 21" OR LRGER NOTES: 1. ELEVTION "" SHLL E S SHOW N ON SEW ER DRW INGS PPROVED Y DISTRICTS' ENGINEER. 2. HOUSE CONNECTION TO VCP STU SHLL E S SHOW N ON S-a-79 EXCEPT S SHOW N HEREON. 3. THE CORED HOLE SHLL E MDE W ITH EQUIPMENT SPECILLY DESIGNED TO CUT SMOOTH HOLE W ITHOUT SPLLING OR DMGE TO THE REINFORCING STEEL, PIPE OR STRUCTURE. 4. THE CORING OF THE HOLE ND THE PLCING OF THE STU SHLL E DONE IN THE PRESENCE OF THE DISTRICTS' INSPECTOR. 5. NO CONNECTION SHLL E MDE TO THE STU UNTIL DISTRICTS' INSPECTOR HS PPROVED THE STU.
STD MH F&C (SEE S-a-228) GROUND SURFCE PLSTER 4" 24" DI 8" RICKW ORK TO DEPTH OF 22' - 0". 12" RICKW ORK ELOW DEPTH OF 22' - 0" 24" DI C RICK RCH 5" 16" MX C FORM CHNNELS W ITH RICK & MORTR OR 420-C-2000 CONCRETE VRILE FOR HEIGHT LESS THN 6' - 6" USE TYPE "C" MNHOLE (S-a-203) OUTLET PLSTER INLET VRILE 3' - 9" MIN 3/4 DI 4" MIN 660--4000 9" KEYS 2 x 4 x 3' - 0" SECTION - SECTION - OPTIONL SE NOTES: 1. FOR 15" SEW ERS ND LRGER, TURN 8" RCH OVER PIPE. MH STEP 2. FOR 12" SEW ERS ND SMLLER, TURN 4" RCH OVER PIPE. (SEE NOTE 3 & 4) SHELF SHELF FLOW 48" DI SEE NOTE 6 VRILE 3. THE LOW EST MNHOLE STEP SHLL E PLCED NOT LESS THN 8" OR MORE THN 24" OVE SHELF. 4. THE UPPER MNHOLE STEP SHLL E PLCED ETW EEN THE TOP OF MNHOLE ND MNHOLE COVER FRME ND SHLL PROJECT NOT MORE THN 4" INSIDE MNHOLE. LL OTHERS SHLL PROJECT 5". 5. FOR LYING RICK OR PLSTERING, THE MORTR SHLL CONFORM W ITH SECTION 201-5.1 (CLSS "D") OF THE STNDRD SPECIFICTIONS. SHELF 6. FOR 30" PIPE, THE TOP PORTION OF THE PIPES W ITHIN THE MNHOLE SHLL E CUT OUT TO PROVIDE CIRCULR OPENING ETW EEN THE PIPE ENDS OF NOT LESS THN 42". THE CUT EDGES SHLL E PLSTERED SMOOTH W ITH CEMENT MORTR FOR CONCRETE PIPE ND EPOXY FOR CLY PIPE. THE CIRCULR OPENING SHLL E CUT PRIOR TO INSTLLTION OF
GROUND SURFCE STD 36" MH FRME & COVER PER S-a-226 MX CLSS "" MORTR GROUND SURFCE 9" MX 6" MIN MH STEPS (SEE NOTE 2) 36" DI CONC RING ( SEE NOTE 5 ) 36" DI DJUSTING RING 36" PRECST CONC SHFT & PLSTIC LINER w/ LOCKING EXTENSIONS FOR REINF SEE ROOF PLN #5@ 12 MH STEPS (SEE NOTE 2) #5@ 12 FOR REINF SEE ROOF PLN LOW ER LIMIT OF PLSTIC LINER PLTE PULL RING (SEE NOTE 1) OUTLET " v " RS INLET " u " RS " w " RS #4@ 12 PULL RING (SEE NOTE 1) PLSTIC LINER PLTE VRILE LOW ER LIMIT OF PLSTIC LINER PLTE #5@ 12 " v " RS " w " RS 30d LP #5@ 12 MTCH EXIST O DJ PIPE, 90 MX LONGITUDINL SECTION CROSS SECTION MH STEP (SEE NOTE 2) #5 DIGS T& C L PIPE PULL RING (SEE NOTE 1) DD #5 T& ECH SIDE E 36" DI MH OPENING " r " 6" " s " 6" " r " RS RS RS #5@12T OD OF PIPE D C 2" CLR C L PIPE
TLE OF DIMENSIONS ND REINFORCING RS DEPTH DIMENSIONS REINFORCING RS TO INV C D E (MX) " r " " s " " t " " u " " v " " w " UP TO 30' 31' TO 50' 8" 6" 12" 15" 6" 4'-0" 4'-0" 15º 15º 3 - #6 #6@6 #5@12 #4@6 #4@6 #4@6 3 - #7 #7@6 #6@12 #4@6 #5@6 #5@6 0" UP TO 30' 31' TO 50' 8" 6" 15" 6" 8" 6" 18" 6" 4'-0" 4'-4" 4'-0" 4'-4" 10º 15º 10º 15º 3 - #7 #7@6 #5@12 #4@6 #5@6 #5@6 3 - #8 #8@6 #6@12 #5@6 #5@6 #6@6 2" UP TO 30' 31' TO 50' 10" 10" 7" 15" 7" 7" 18" 7" 4'-0" 4'-8" 4'-0" 4'-8" 10º 15º 10º 15º 4 - #7 4 - #8 #7@6 #5@12 #4@6 #6@6 #5@6 #8@6 #6@12 #5@6 #7@6 #7@6 4" UP TO 30' 31' TO 50' 10" 7" 10" 7" 16" 18" 7" 7" 4'-0" 4'-10" 4'-0" 4'-10" 8º 15º 8º 15º 4 - #7 5 - #7 4 - #9 5 - #9 #7@6 #5@12 #5@6 #6@6 #6@6 #9@6 #6@12 #6@6 #8@6 #7@6 6" UP TO 30' 31' TO 50' 12" 12" 8" 8" 18" 20" 8" 8" 4'-0" 5'-2" 4'-0" 5'-2" 7º 15º 7º 15º 4 - #8 5 - #8 4 - #9 5 - #9 #8@6 #5@12 #5@6 #7@6 #7@6 #9@6 #6@12 #6@6 #8@6 #8@6
NOTES: 1. LL MNHOLES SHLL E PROVIDED WITH STNDRD PULL RING IN CCORDNCE WITH S-a-220. THE PULL RING SHLL E LOCTED 6" OVE THE SOFFIT ON THE UPSTREM SIDE OF THE MNHOLE ND LONG THE XIS OF THE DOW NSTREM OUTLET. W HERE THE MNHOLE IS TO E USED S DOW NSTREM SIPHON MNHOLE, IT SHLL E PROVIDED WITH N DDITIONL STNDRD PULL RING, UT LOCTED 6" OVE THE SOFFIT ON THE DOW NSTREM SIDE OF THE MNHOLE ND ON THE CENTERLINE OF THE UPSTREM SIPHON PIPE. 2. MNHOLE STEPS SHLL E IN CCORDNCE W ITH S-a-209 ND SHLL E UNIFORMLY SPCED NOT MORE THN 16" PRT. THE TOP STEP SHLL E PLCED W ITHIN 16" ELOW THE MNHOLE FRME. THE OTTOM MNHOLE STEP SHLL E PLCED W ITHIN 16" OVE THE TOP OF THE PIPE. THE MNHOLE STEPS SHLL PROJECT 5". THE MNHOLE STEPS SHLL E PLCED SUCH THT THEY RE DJCENT TO UT NOT INTERFERING W ITH CCESS TO THE PULL RING. 3. THE MNHOLE SHLL E PROVIDED W ITH PLSTIC LINER W ITH LOCKING EXTENSIONS. THE PLSTIC LINER ND THE PLSTIC LINER INSTLLTION SHLL E IN CCORDNCE W ITH THE STNDRD SPECIFICTIONS. THE LINER SHLL EXTEND FROM THE OTTOM OF THE DJUSTING RINGS TO POINT IN THE CHNNEL MTCHING THE OTTOM OF THE LINER IN THE LINED PIPE. LINER RETURNS SHLL E PROVIDED W HERE THE LINER TERMINTES T THE DJUSTING RING. THE JOINT ETW EEN THE LINER ND THE STINLESS STEEL STEPS ND PULL RINGS SHLL E THOROUGHLY SELED W ITH MSTIC SEM MTERIL S MNUFCTURED Y LINOND INC., CMRILLO, CLIFORNI (805) 484-7373, OR EQUL, FTER PPLICTION OF CL-2 CTIVTOR ON PLSTIC LINER ND EP30-HS PRIMER ON STEEL SURFCES. PPLICTION OF SELNT ND PREPRTION OF SURFCES SHLL E IN STRICT CONFORMNCE W ITH THE MNUFCTURER'S DIRECTIONS. 4. UNLESS OTHERW ISE SPECIFIED, LL CONCRETE SHLL E 660--4000 ND LL REINFORCING RS SHLL E DEFORMED RS CONFORMING TO STM-706 GRDE 60. 5. 12" W IDE Y 12" HIGH CONCRETE RING SHLL E PROVIDED ROUND THE MNHOLE FRME. IN UNPVED RES, THE CONCRETE RING SHLL E PROVIDED W ITH #3 RER, 30 DIMETER LP. W IDTH OF RING SHLL E 12" S MESURED FROM CENTER OF LIFTING EYE; HEIGHT SHLL E S MESURED FROM 1.5" ELOW FINL GRDE IN PVED RES ND T GRDE IN UNPVED RES. 6. EXCEPT S NOTED HEREON, THE PRECST UNITS SHLL E MNUFCTURED ND TESTED IN CCORDNCE W ITH STM C478. THE CURING OF THE PRECST UNITS SHLL CONFORM TO SECTION 207-2.7 OF THE STNDRD SPECIFICTIONS. S N LTERNTE, THE UNITS MY E CURED USING STURTED STEM FOR MINIMUM OF 12 HOURS FOLLOW ED Y 6 DYS OF W TER CURING OR MEMRNE CURING. IF THE UNITS RE CURED Y THE LTERNTE METHOD, THEY SHLL NOT E SHIPPED PRIOR TO 8 DYS FTER CSTING NOR UNTIL THE CONCRETE HS TTINED MINIMUM STRENGTH OF 4,000 PSI. THE RISER SECTIONS MY E REINFORCED OR UNREINFORCED. REINFORCED SECTIONS SHLL HVE MINIMUM W LL THICKNESS OF 5"
HKD PLSTIC LINER W ITH GROUND SURFCE CONCRETE RING (SEE NOTE 6) LOCKING EXTENSIONS (SEE NOTE 3) STD MH FRME & COVER (SEE NOTE 5) MX CLSS "" MORTR FOR REINF SEE ROOF PLN 9" MX 6" MIN DJUSTING RING(S) 10" SEE ROOF EDGE SELING DETIL ON S-a-206 C 9" PRECST CONC SHFT & PLSTIC LINER w/ LOCKING EXTENSIONS PULL RING (SEE NOTE 1) SEE NOTE 8 2 5" C SHELF MH STEP (SEE NOTE 2) PULL RING (SEE NOTE 1) VRILE OUTLET INLET VRILE 2" CLR VRILE #5@ 12 #5@ 12 10" 6" 48" DI #5@ 12 6" #5@ 12 SECTION - SECTION - OPTIONL SE MH STEP (SEE NOTE 2) #5 @ 6 HKD 1 - #5 HKD SHELF FLOW 2" CLR 2'-0" DI 48" DI 1 - #5 HKD SEE NOTE 8 4 - #5@ 8 HKD 4 - #5@8 SHELF 2" CLR PULL RING (SEE NOTE 1) #5 CONT 3 - LIFTING EYES @ 120 0 (SEE S-a-230)
NOTES: 1. LL MNHOLES SHLL E PROVIDED WITH STNDRD PULL RING IN CCORDNCE WITH S-a-220. THE PULL RING SHLL E LOCTED 6" OVE THE SOFFIT ON THE UPSTREM SIDE OF THE MNHOLE ND LONG THE XIS OF THE DOW NSTREM OUTLET. W HERE THE MNHOLE IS TO E USED S DOW NSTREM SIPHON MNHOLE, IT SHLL E PROVIDED WITH N DDITIONL STNDRD PULL RING, UT LOCTED 6" OVE THE SOFFIT ON THE DOW NSTREM SIDE OF THE MNHOLE ND ON THE CENTERLINE OF THE UPSTREM SIPHON PIPE. 2. MNHOLE STEPS SHLL E IN CCORDNCE W ITH S-a-209 ND SHLL E UNIFORMLY SPCED NOT MORE THN 16" PRT. THE TOP STEP SHLL E PLCED W ITHIN 16" ELOW THE MNHOLE FRME. THE OTTOM MNHOLE STEP SHLL E PLCED W ITHIN 16" OVE THE TOP OF THE PIPE. THE MNHOLE STEPS SHLL PROJECT 5". THE MNHOLE STEPS SHLL E PLCED SUCH THT THEY RE DJCENT TO UT NOT INTERFERING W ITH CCESS TO THE PULL RING. 3. THE MNHOLE SHLL E PROVIDED W ITH PLSTIC LINER W ITH LOCKING EXTENSIONS. THE PLSTIC LINER ND THE PLSTIC LINER INSTLLTION SHLL E IN CCORDNCE W ITH THE STNDRD SPECIFICTIONS. THE LINER SHLL EXTEND FROM THE OTTOM OF THE DJUSTING RINGS TO THE TOP OF THE SHELF. LINER RETURNS SHLL E PROVIDED W HERE THE LINER TERMINTES T THE DJUSTING RING. THE JOINT ETW EEN THE LINER ND THE STINLESS STEEL STEPS ND PULL RINGS SHLL E THOROUGHLY SELED W ITH MSTIC SEM MTERIL S MNUFCTURED Y LINOND INC., CMRILLO, CLIFORNI (805) 484-7373, OR EQUL, FTER PPLICTION OF CL-2 CTIVTOR ON PLSTIC LINER ND EP30-HS PRIMER ON STEEL SURFCES. PPLICTION OF SELNT ND PREPRTION OF SURFCES SHLL E IN STRICT CONFORMNCE W ITH THE MNUFCTURER'S DIRECTIONS. 4. UNLESS OTHERW ISE SPECIFIED, LL CONCRETE SHLL E 660--4000 LL REINFORCING RS SHLL E DEFORMED RS CONFORMING TO STM-706 GRDE 60. 5. IN PVED RES SUJECT TO TRFFIC, 24" TRFFIC MNHOLE FRME ND COVER IN CCORDNCE W ITH S-a-228 SHLL E PROVIDED. IN LL OTHER RES, 24" LOCKING MNHOLE FRME ND COVER IN CCORDNCE W ITH S-a-207 SHLL E PROVIDED. IF 30" MNHOLE FRME ND COVER IS REQUIRED, FRME ND COVER IN CCORDNCE W ITH S-a-223 SHLL E PROVIDED. IN UNIMPROVED RES, MNHOLE COVER SHLL E SET 6" OVE SURROUNDING GRDE. 6. 12" W IDE Y 12" HIGH CONCRETE RING SHLL E PROVIDED ROUND THE MNHOLE FRME. IN UNPVED RES, THE CONCRETE RING SHLL E PROVIDED W ITH #3 RER, 30 DIMETER LP. W IDTH OF RING SHLL E 12" S MESURED FROM CENTER OF LIFTING EYE; HEIGHT SHLL E S MESURED FROM 1.5" ELOW FINL GRDE IN PVED RES ND T GRDE IN UNPVED RES.
NOTES: 7. EXCEPT S NOTED HEREON, THE PRECST UNITS SHLL E MNUFCTURED ND TESTED IN CCORDNCE W ITH STM C478. THE CURING OF THE PRECST UNITS SHLL CONFORM TO SECTION 207-2.7 OF THE STNDRD SPECIFICTIONS. S N LTERNTE, THE UNITS MY E CURED USING STURTED STEM FOR MINIMUM OF 12 HOURS FOLLOW ED Y 6 DYS OF W TER CURING OR MEMRNE CURING. IF THE UNITS RE CURED Y THE LTERNTE METHOD, THEY SHLL NOT E SHIPPED PRIOR TO 8 DYS FTER CSTING NOR UNTIL THE CONCRETE HS TTINED MINIMUM STRENGTH OF 4,000 PSI. THE RISER SECTIONS MY E REINFORCED OR UNREINFORCED. REINFORCED SECTIONS, INCLUDING ECCENTRIC CONES, SHLL HVE MINIMUM W LL THICKNESS OF 5" ND UNREINFORCED SECTIONS, INCLUDING CONES, SHLL HVE MINIMUM W LL THICKNESS OF 6". JOINTS SHLL E TONGUE ND GROOVE ND SHLL E SSEMLED USING CLSS "" MORTR. THE MORTRED JOINTS SHLL E FLUSH ND TROW ELED SMOOTH. 8. THE TOP PORTION OF THE PIPES W ITHIN THE MNHOLE SHLL E CUT OUT S NECESSRY TO PROVIDE CIRCULR OPENING ETW EEN THE PIPE ENDS OF T LEST 42". THE CUT ENDS SHLL E PLSTERED SMOOTH W ITH CEMENT MORTR FOR CONCRETE PIPE ND EPOXY FOR CLY PIPE. THE CIRCULR OPENING SHLL E CUT PRIOR TO INSTLLTION OF THE RISER SECTIONS.
STD MH FRME & COVER (SEE NOTE 5) DJUSTING RING MX CLSS "" MORTR CONCRETE RING (SEE NOTE 6) 6" MIN 9" MX REDUCER RING 24" DI ECCENTRIC CONE 24" MIN 30" DI MH STEPS (SEE NOTE 2) GRDE RING 24" MX - 12" MIN IF DEPTH OF MH PERMITS PLSTIC LINER W ITH LOCKING EXTENSIONS 15" OR 16" 48" DI PULL RING (SEE NOTE 1) 9" SEE NOTE 8 "R" RS INLET "S" RS #5@ 12 3/4 D OUTLET VRILE PULL RING (SEE NOTE 1) SHELF SEE NOTE 8 SHELF 10" 48" DI #5@ 12 6" 48" DI 6" FLOW SECTION - SHELF MH STEP (SEE NOTE 2) "R" RS SHELF MH STEP PULL RING (SEE NOTE 1) PRECST CONC SHFT VRILE PLN TLE OF REINFORCING RS VRILE PIPE DI DEPTH TO INV "R" "S" #5@ 12 2" CLR 8" TO 21" UP TO 15' #5@ 12 16' TO 30' #6@ 12 #5@ 12 #6@ 12 UP TO 15' #5@ 12 #5@ 12
SHLL E 12" S MESURED FROM CENTER OF LIFTING EYE; HEIGHT SHLL E S MESURED FROM 1.5" NOTES: 1. LL MNHOLES SHLL E PROVIDED WITH STNDRD PULL RING IN CCORDNCE WITH S-a-220. THE PULL RING SHLL E LOCTED 5" OVE THE TOP OF PIPE ON THE UPSTREM SIDE OF THE MNHOLE ND LONG THE XIS OF THE DOW NSTREM OUTLET. W HERE THE MNHOLE IS TO E USED S DOW NSTREM SIPHON MNHOLE, IT SHLL E PROVIDED W ITH N DDITIONL STNDRD PULL RING, UT LOCTED 5" OVE THE TOP OF PIPE ON THE DOW NSTREM SIDE OF THE MNHOLE ND ON THE CENTERLINE OF THE UPSTREM SIPHON PIPE. 2. MNHOLE STEPS SHLL E IN CCORDNCE W ITH S-a-209 ND SHLL E UNIFORMLY SPCED NOT MORE THN 16" PRT. THE TOP STEP SHLL E PLCED W ITHIN 16" ELOW THE MNHOLE FRME. THE OTTOM MNHOLE STEP SHLL E PLCED W ITHIN 16" OVE THE SHELF. IN MNHOLE SHFTS 36" IN DIMETER ND LRGER, THE MNHOLE STEPS SHLL PROJECT 5". IN MNHOLE SHFTS SMLLER THN 36" IN DIMETER, THE MNHOLE STEPS SHLL PROJECT 4". THE MNHOLE STEPS SHLL E PLCED SUCH THT THEY RE DJCENT TO UT NOT INTERFERING W ITH CCESS TO THE PULL RING. 3. THE MNHOLE SHLL E PROVIDED W ITH PLSTIC LINER W ITH LOCKING EXTENSIONS. THE PLSTIC LINER ND ITS INSTLLTION SHLL E IN CCORDNCE W ITH THE STNDRD SPECIFICTIONS. THE LINER SHLL EXTEND FROM THE OTTOM OF THE DJUSTING RINGS TO THE TOP OF THE SHELF. LINER RETURNS SHLL E PROVIDED W HERE THE LINER TERMINTES T THE DJUSTING RING ND THE SHELF. THE JOINT ETW EEN THE LINER ND THE STINLESS STEEL STEPS ND PULL RING SHLL E THOROUGHLY SELED W ITH MSTIC SEM MTERIL S MNUFCTURED Y LINOND INC., CMRILLO, CLIFORNI (805) 484-7373, OR EQUL, FTER PPLICTION OF CL-2 CTIVTOR ON PLSTIC LINER ND EP30-HS PRIMER ON STEEL SURFCES. PPLICTION OF SELNT ND PREPRTION OF SURFCES SHLL E IN STRICT CONFORMNCE W ITH THE MNUFCTURER'S DIRECTIONS. 4. UNLESS OTHERW ISE SPECIFIED, LL CONCRETE SHLL E 660--4000 LL REINFORCING RS SHLL E DEFORMED RS CONFORMING TO STM-706 GRDE 60. 5. IN PVED RES SUJECT TO TRFFIC, 24" TRFFIC MNHOLE FRME ND COVER IN CCORDNCE W ITH S-a-228 SHLL E PROVIDED. IN LL OTHER RES, 24" LOCKING MNHOLE FRME ND COVER IN CCORDNCE W ITH S-a-207 SHLL E PROVIDED. IF 30" MNHOLE FRME ND COVER IS REQUIRED, FRME ND COVER IN CCORDNCE W ITH S-a-223 SHLL E PROVIDED. IN UNIMPROVED RES, MNHOLE COVER SHLL E SET 6" OVE SURROUNDING GRDE. 6. 12" W IDE Y 12" HIGH CONCRETE RING SHLL E PROVIDED ROUND THE MNHOLE FRME. IN UNPVED RES, THE CONCRETE RING SHLL E PROVIDED W ITH #3 RER, 30 DIMETER LP. W IDTH OF RING
NOTES: 7. EXCEPT S NOTED HEREON, THE PRECST UNITS SHLL E MNUFCTURED ND TESTED IN CCORDNCE W ITH STM C478. THE CURING OF THE PRECST UNITS SHLL CONFORM TO SECTION 207-2.7 OF THE STNDRD SPECIFICTIONS. S N LTERNTE, THE UNITS MY E CURED USING STURTED STEM FOR MINIMUM OF 12 HOURS FOLLOW ED Y 6 DYS OF W TER CURING OR MEMRNE CURING. IF THE UNITS RE CURED Y THE LTERNTE METHOD, THEY SHLL NOT E SHIPPED PRIOR TO 8 DYS FTER CSTING NOR UNTIL THE CONCRETE HS TTINED MINIMUM STRENGTH OF 4,000 PSI. THE RISER SECTIONS MY E REINFORCED OR UNREINFORCED. REINFORCED SECTIONS, INCLUDING ECCENTRIC CONES, SHLL HVE MINIMUM W LL THICKNESS OF 5" ND UNREINFORCED SECTIONS, INCLUDING CONES, SHLL HVE MINIMUM W LL THICKNESS OF 6". JOINTS SHLL E TONGUE ND GROOVE ND SHLL E SSEMLED USING CLSS "" MORTR. THE MORTRED JOINTS SHLL E FLUSH ND TROW ELED SMOOTH. 8. THE TOP PORTION OF THE PIPES W ITHIN THE MNHOLE SHLL E CUT OUT S NECESSRY TO PROVIDE CIRCULR OPENING ETW EEN THE PIPE ENDS OF T LEST 42". THE CUT ENDS SHLL E PLSTERED SMOOTH WITH CEMENT MORTR FOR CONCRETE PIPE ND EPOXY FOR CLY PIPE. THE CIRCULR OPENING SHLL E CUT PRIOR TO INSTLLTION OF THE RISER SECTIONS.
MX CLSS "" MORTR STD MH FRME & COVER (SEE NOTE 5) GROUND SURFCE 9" MX 6" MIN DJUSTING RING CONCRETE RING (SEE NOTE 6) REDUCER 24" DI RING GRDE RING 30" DI 4" ECCENTRIC CONE 24" MIN MH STEPS 24" MX - 12" MIN IF DEPTH OF MH PERMITS PLSTIC LINER W ITH LOCKING EXTENSIONS MH STEPS (SEE NOTE 2) 48" DI 15" OR 16" PRECST CONC SHELF 2" VRILE VRILE INLET SEE NOTE 8 2/3 D OUTLET VRILE #5@ 12 SHELF 10" FOR REINF SEE S-a-204 #5@ 12 #5@ 12 #5@ 12 6" 48" DI 6" SECTION - SECTION - PULL RING (SEE NOTE 1) SEE NOTE 8 MH STEP (SEE NOTE 2) SHELF 48" DI FLOW SHFT PULL RING (SEE NOTE 1) 8" MIN SEE NOTE 9 9" PULL RING (SEE NOTE 1) CLR CLR
C C CCESS FRM E 14 13 1 1/4" 1 7/8" 11 3/4" 23/4" 11 23/4" 5/8" 17" SECTION C-C THE LETTER "S" SHLL E RISED 3/8" 12" MIN 12" MIN FINISHED SURFCE D s D 11 3/4" CCESS COVER 12" MIN 18" MX CCESS CP 11" DI x THICK W ITH 3/4" DI FINGER HOLE IN CENTER CONSTRUCTION JOINT 1 8" VCP RISER 7/8" 1" /8" 3 7/8" DETIL
NOTES: 1. LL MNHOLES SHLL E PROVIDED WITH STNDRD PULL RING IN CCORDNCE WITH S-a-220. THE PULL RING SHLL E LOCTED 5" OVE THE TOP OF PIPE ON THE UPSTREM SIDE OF THE MNHOLE ND LONG THE XIS OF THE DOW NSTREM OUTLET. W HERE THE MNHOLE IS TO E USED S DOW NSTREM SIPHON MNHOLE, IT SHLL E PROVIDED W ITH N DDITIONL STNDRD PULL RING, UT LOCTED 5" OVE THE TOP OF PIPE ON THE DOW NSTREM SIDE OF THE MNHOLE ND ON THE CENTERLINE OF THE UPSTREM SIPHON PIPE. 2. MNHOLE STEPS SHLL E IN CCORDNCE W ITH S-a-209 ND SHLL E UNIFORMLY SPCED NOT MORE THN 16" PRT. THE TOP STEP SHLL E PLCED W ITHIN 16" ELOW THE MNHOLE FRME. THE OTTOM MNHOLE STEP SHLL E PLCED W ITHIN 16" OVE THE SHELF. IN MNHOLE SHFTS 36" IN DIMETER ND LRGER, THE MNHOLE STEPS SHLL PROJECT 5". IN MNHOLE SHFTS SMLLER THN 36" IN DIMETER, THE MNHOLE STEPS SHLL PROJECT 4". THE MNHOLE STEPS SHLL E PLCED SUCH THT THEY RE DJCENT TO UT NOT INTERFERING W ITH CCESS TO THE PULL RING. 3. THE MNHOLE SHLL E PROVIDED W ITH PLSTIC LINER W ITH LOCKING EXTENSIONS. THE PLSTIC LINER ND ITS INSTLTION SHLL E IN CCORDNCE W ITH THE STNDRD SPECIFICTIONS. THE LINER SHLL EXTEND FROM THE OTTOM OF THE DJUSTING RINGS TO THE TOP OF THE SHELF. LINER RETURNS SHLL E PROVIDED W HERE THE LINER TERMINTES T THE DJUSTING RING ND THE SHELF. THE JOINT ETW EEN THE LINER ND THE STINLESS STEEL STEPS ND PULL RINGS SHLL E THOROUGHLY SELED W ITH MSTIC SEM MTERIL S MNUFCTURED Y LINOND INC., CMRILLO, CLIFORNI (805) 484-7373, OR EQUL, FTER PPLICTION OF CL-2 CTIVTOR ON PLSTIC LINER ND EP30-HS PRIMER ON STEEL SURFCES. PPLICTION OF SELNT ND PREPRTION OF SURFCES SHLL E IN STRICT CONFORMNCE W ITH THE MNUFCTURER'S DIRECTIONS. 4. UNLESS OTHERW ISE SPECIFIED, LL CONCRETE SHLL E 660--4000 LL REINFORCING RS SHLL E DEFORMED RS CONFORMING TO STM-706 GRDE 60. 5. IN PVED RES SUJECT TO TRFFIC, 24" TRFFIC MNHOLE FRME ND COVER IN CCORDNCE W ITH S-a-228 SHLL E PROVIDED. IN LL OTHER RES, 24" LOCKING MNHOLE FRME ND COVER IN CCORDNCE W ITH S-a-207 SHLL E PROVIDED. IF 30" MNHOLE FRME ND COVER IS REQUIRED, FRME ND COVER IN CCORDNCE W ITH S-a-223 SHLL E PROVIDED. IN UNIMPROVED RES, MNHOLE COVER SHLL E SET 6 OVE SURROUNDING GRDE. 6. 12" W IDE Y 12" HIGH CONCRETE RING SHLL E PROVIDED ROUND THE MNHOLE FRME. IN UNPVED RES, THE CONCRETE RING SHLL E PROVIDED W ITH #3 RER, 30 DIMETER LP. W IDTH OF RING SHLL E 12 S MESURED FROM CENTER OF LIFTING EYE; HEIGHT SHLL E S MESURED FROM 1.5 ELOW FINL
NOTES: 7. EXCEPT S NOTED HEREON, THE PRECST UNITS SHLL E MNUFCTURED ND TESTED IN CCORDNCE W ITH STM C478. THE CURING OF THE PRECST UNITS SHLL CONFORM TO SECTION 207-2.7 OF THE STNDRD SPECIFICTIONS. S N LTERNTE, THE UNITS MY E CURED USING STURTED STEM FOR MINIMUM OF 12 HOURS FOLLOW ED Y 6 DYS OF W TER CURING OR MEMRNE CURING. IF THE UNITS RE CURED Y THE LTERNTE METHOD, THEY SHLL NOT E SHIPPED PRIOR TO 8 DYS FTER CSTING NOR UNTIL THE CONCRETE HS TTINED MINIMUM STRENGTH OF 4,000 PSI. THE RISER SECTIONS MY E REINFORCED OR UNREINFORCED. REINFORCED SECTIONS, INCLUDING ECCENTRIC CONES, SHLL HVE MINIMUM W LL THICKNESS OF 5" ND UNREINFORCED SECTIONS, INCLUDING CONES, SHLL HVE MINIMUM W LL THICKNESS OF 6". JOINTS SHLL E TONGUE ND GROOVE ND SHLL E SSEMLED USING CLSS "" MORTR. THE MORTRED JOINTS SHLL E FLUSH ND TROW ELED SMOOTH. 8. THE TOP PORTION OF THE PIPES W ITHIN THE MNHOLE SHLL E CUT OUT S NECESSRY TO PROVIDE CIRCULR OPENING ETW EEN THE PIPE ENDS OF T LEST 42". THE CUT ENDS SHLL E PLSTERED SMOOTH W ITH CEMENT MORTR FOR CONCRETE PIPE ND EPOXY FOR CLY PIPE. THE CIRCULR OPENING SHLL E CUT PRIOR TO INSTLLTION OF THE RISER SECTIONS. 9. THE DROP CONNECTION INTO THE MNHOLE SHLL E VCP ND SHLL E THE SME SIZE S THE LTERL SEW ER OR MINIMUM OF 8" IN DIMETER, W HICHEVER IS LRGER. THE RISER SHLL E 8" VCP.
"s " RS HKD MX CLSS "" MORTR STD MH FRME & COVER (SEE NOTE 5) 6" MIN 9" MX GROUND SURFCE STD MH FRME & COVER (SEE NOTE 5) 6" MIN 9" MX CONCRETE RING (SEE NOTE 6) DJ RINGS t DEPTH TO INVERT 6'-6" VRIES 24" MIN MIN ECC. CONE S REQ'D 2" CLR OUTLET #5@ 12 MH STEPS (SEE NOTE 2) 36" DI PRECST CONC SHFT w/ PLSTIC LINER PLTE (SEE NOTES 3 & 7) PULL RING (SEE NOTE 1) SEE NOTE 10 " V " RS FLOW PLSTIC LINER W ITH LOCKING EXTENSIONS SEE ROOF EDGE SELING DETIL ON SHT 2 PULL RING (SEE NOTE 1) #5@ 12 OUTLET INLET 9" " U " RS t INLET LOW ER LIMIT OF LINER PLTE MH STEPS (SEE NOTE 2) " V " RS FLOW #5@ 12 2 -#5@ 12 ID OF SHFT t (SEE NOTE 9) SECTION - CSE I ID + 2 t SEE NOTE 7 " r " RS HKD 9" VRIES " U " RS CLR t DEPTH TO INVERT t #5@ 12 ID OF SHFT (SEE NOTE 9) t CLR " s " RS HKD 2" CLR SECTION - CSE I 2-#5@ 12 PLSTIC LINER PLTE PLSTIC LINER PLTE C " r " RS HKD #5 CONT SHELF MH STEP (SEE NOTE 2) FLOW 24" OR 36" DI MH OPENING 2 - #4 SHELF PULL RING (SEE NOTE 1) 9" "s " RS HKD
+ t VRIES PRECST CONC SHFT MH STEP (SEE NOTE 2) PULL RING (SEE NOTE 1) q VRILE PLSTIC LINER W ITH LOCKING EXTENSIONS PROVIDE PLSTIC LINER PLTE W HEN DJ PIPE IS PVC T-LOCK LINED RGRCP, OTHERWISE LINE TO TOP OF SHELF #5@ TOP " U " RS #5@ 12 TYPICL E SIDE, W HEN q >_ 8" 2" CLR " V " RS PRECST CONCRETE COVER #5@ 12 2 - #5@ 12 @ ENDS MTCH EXIST DJ PIPE, 0 90 MX 3/4" CHMFER LL ROUND EXTERIOR TOP EDGES I.D. + 2 t 4' SECTION C-C PLSTIC LINER PLTE PLSTIC LINER W ITH LOCKING EXTENSIONS ERING PD SHLL E 1" THICK NEOPRENE PD TYPE 2, GRDE 2C1, PER STM D1056-00 S MNUFCTURED Y RUTEX OR EQUL PRECST CONC W LL ROOF EDGE SELING DETIL SHFT DI 60" DEPTH TO INV UP TO 15' 16' TO 30' UP TO 15' TLE OF REINFORCING RS DIMENSIONS REINFORCING RS " r " " s " " u " " v " 10" 8" #6@ 6 #6@ 6 #5@ 12 #5@ 12 12" 10" #7@ 6 #7@ 6 #6@ 10 #6@ 12 10" 8" #6@ 6 #6@ 6 #5@ 12 #5@ 12
NOTES: 1. LL MNHOLES SHLL E PROVIDED WITH STNDRD PULL RING IN CCORDNCE WITH S-a-220. THE PULL RING SHLL E LOCTED 5" OVE THE TOP OF PIPE ON THE UPSTREM SIDE OF THE MNHOLE ND LONG THE XIS OF THE DOW NSTREM OUTLET. W HERE THE MNHOLE IS TO E USED S DOW NSTREM SIPHON MNHOLE, IT SHLL E PROVIDED WITH N DDITIONL STNDRD PULL RING, UT LOCTED 5" OVE THE TOP OF PIPE ON THE DOW NSTREM SIDE OF THE MNHOLE ND ON THE CENTERLINE OF THE UPSTREM SIPHON PIPE. 2. MNHOLE STEPS SHLL E IN CCORDNCE W ITH S-a-209 ND SHLL E UNIFORMLY SPCED NOT MORE THN 16" PRT. THE TOP STEP SHLL E PLCED W ITHIN 16" ELOW THE MNHOLE FRME. THE OTTOM MNHOLE STEP SHLL E PLCED W ITHIN 16" OVE THE SHELF. IN MNHOLE SHFTS 36" IN DIMETER ND LRGER, THE MNHOLE STEPS SHLL PROJECT 5". IN MNHOLE SHFTS SMLLE THN 36" IN DIMETER, THE MNHOLE STEPS SHLL PROJECT 4". THE MNHOLE STEPS SHLL E PLCED SUCH THT THEY RE DJCENT TO UT NOT INTERFERING W ITH CCESS TO THE PULL RING. 3. THE MNHOLE SHLL E PROVIDED W ITH PLSTIC LINER W ITH LOCKING EXTENSIONS. THE PLSTIC LINER ND ITS INSTLLTION SHLL E IN CCORDNCE WITH THE STNDRD SPECIFICTIONS. THE LINER SHLL EXTEND FROM THE OTTOM OF THE DJUSTING RINGS TO THE TOP OF THE SHELF UNLESS THE DJCENT PIPE IS LINED. IF THE DJCENT PIPE IS LINED, THE LINER SHLL EXTEND TO POINT IN THE CHNNEL MTCHING THE OTTOM OF THE LINER IN THE LINED PIPE. LINER RETURNS SHLL E PROVIDED W HERE THE LINER TERMINTES T THE DJUSTING RING ND THE SHELF. THE JOINT ETW EEN THE LINER ND THE STINLESS STEEL STEPS ND PULL RINGS SHLL E THOROUGHLY SELED W ITH MSTIC SEM MTERIL S MNUFCTURED Y LINOND INC., CMRILLO, CLIFORNI (805) 484-7373, OR EQUL, FTER PPLICTION OF CL-2 CTIVTOR ON PLSTIC LINER ND EP30-HS PRIMER ON STEEL SURFCES. PPLICTION OF SELNT ND PREPRTION OF SURFCES SHLL E IN STRICT CONFORMNCE W ITH THE MNUFCTURER'S DIRECTIONS. 4. UNLESS OTHERW ISE SPECIFIED, LL CONCRETE SHLL E 660--4000 LL REINFORCING RS SHLL E DEFORMED RS CONFORMING TO STM-706 GRDE 60. 5. IN PVED RES SUJECT TO TRFFIC, 24" TRFFIC MNHOLE FRME ND COVER IN CCORDNCE W ITH S-a-228 SHLL E PROVIDED. IN LL OTHER RES, 24" LOCKING MNHOLE FRME ND COVER IN CCORDNCE W ITH S-a-207 SHLL E PROVIDED. IF 30" MNHOLE FRME ND COVER IS REQUIRED, FRME ND COVER IN CCORDNCE W ITH S-a-223 SHLL E PROVIDED. IN UNIMPROVED RES, MNHOLE COVER SHLL E SET 6 OVE SURROUNDING GRDE. 6. 12" W IDE Y 12" HIGH CONCRETE RING SHLL E PROVIDED ROUND THE MNHOLE FRME. IN UNPVED RES, THE CONCRETE RING SHLL E PROVIDED W ITH #3 RER, 30 DIMETER LP. W IDTH OF RING SHLL E 12 S
NOTES: 7. EXCEPT S NOTED HEREON, THE PRECST UNITS SHLL E MNUFCTURED ND TESTED IN CCORDNCE W ITH STM C478. THE CURING OF THE PRECST UNITS SHLL CONFORM TO SECTION 207-2.7 OF THE STNDRD SPECIFICTIONS. S N LTERNTE, THE UNITS MY E CURED USING STURTED STEM FOR MINIMUM OF 12 HOURS FOLLOW ED Y 6 DYS OF W TER CURING OR MEMRNE CURING. IF THE UNITS RE CURED Y THE LTERNTE METHOD, THEY SHLL NOT E SHIPPED PRIOR TO 8 DYS FTER CSTING NOR UNTIL THE CONCRETE HS TTINED MINIMUM STRENGTH OF 4,000 PSI. THE RISER SECTIONS MY E REINFORCED OR UNREINFORCED. REINFORCED SECTIONS, INCLUDING ECCENTRIC CONES, SHLL HVE MINIMUM W LL THICKNESS OF 5" ND UNREINFORCED SECTIONS, INCLUDING CONES, SHLL HVE MINIMUM W LL THICKNESS OF 6". JOINTS SHLL E TONGUE ND GROOVE ND SHLL E SSEMLED USING CLSS "" MORTR. THE MORTRED JOINTS SHLL E FLUSH ND TROW ELED SMOOTH. 8. UNLESS OTHERW ISE INDICTED ON THE PLNS OR SPECIL PROVISIONS, CSE I OR II MY E USED Y THE CONTRCTOR T HIS OPTION CONSISTENT W ITH THE FOLLOW ING DEPTH OF COVER LIMITTIONS: CSE I SHLL NOT E USED FOR COVER ON PIPE LESS THN 12'. CSE II SHLL NOT E USED FOR COVER ON PIPE MORE THN 12'. 9. RISER SECTIONS 60" THROUGH 96" I.D. SHLL E REINFORCED IN CCORDNCE W ITH STM C 478 ND SHLL HVE THE FOLLOW ING MINIMUM W LL THICKNESS: 60" I.D. - 5"; 72" I.D. - 6"; 84" I.D. - 7"; 96" I.D. - 8". 10. THE TOP PORTION OF THE PIPES W ITHIN THE MNHOLE SHLL E CUT OUT S NECESSRY TO PROVIDE CIRCULR OPENING ETW EEN THE PIPE ENDS OF T LEST 54" IN THE 60" DIMETER MNHOLE ND 66" IN THE 72" DIMETER MNHOLE, 78" IN THE 84" DIMETER MNHOLE ND 90" IN THE 96" DIMETER MNHOLE. THE CUT ENDS SHLL E PLSTERED SMOOTH W ITH CEMENT MORTR FOR CONCRETE PIPE ND EPOXY FOR CLY PIPE. THE CIRCULR OPENING SHLL E CUT PRIOR TO INSTLLTION OF THE RISER SECTIONS.
6" 3/8" 1 1/4" 6 - RIS 1 C SLOT "" L 1/8" 3/4" SEE DETIL OF NOTCHES 3/4" 7 1/2? 31 9/16" C?? 28 C SLOT "" L 7 1/2? 15? 25 1/4" DI SLOT "" LOCKING GUIDE C? 60 1 1/4" PLN OF COVER TOP VIEW 22 DI PLN OF FRM E 25 1/4" DI 7/8" 3/4" 25 DI 4" 1 1 1/8" 3 5/16" 2 3/16" 29/32" 7/32" 13/4" 1/8" 3/4" 1/8" 1 2 5/8" R=1/8" 9/16" 4 1/8" 1 3/16" 23 3/4" VRILE 37/8" 24" 37/8" 31 3/4" 3/4" 1 6" 1 5/32" 1/8" 2 1" 5" 1" 4 1/8" 5/8" 5/8" 1 3/4" 1 5/16" SECTION - 60? 1 9/32" 1 11/32"? 60? 30 7/8" 3/16" 7 3/8" 6 3/8" 1 3/4" 1 R=1/8" 3/4" DI HOLE 3 PLCS END VIEW VRILE SECTION - COVER LUG 9" 3/16"? 30 SIDE VIEW C-C LOCKING GUIDE 20 3/4" 21 1/8" 1" HOLE NOTES: 3/4" DETIL OF NOTCHES
1 28 15/16" 27 3/16" 27 1/16" 113/32" 5/8" DI x 10" LG SS NCHOR OLT w/ HH NUT TYPE 316 1 3/4" 1 3/4" 3 1/4" NOTE: COVER SHLL E SNUG FIT, NOT TIGHT MH W LL (RICK OR CONC) ON FLT SL TOP 7/8" 1" 5 /16" x 24 TYPE 316 SS PLTE 7" SS TYPE 316 (2 REQUIRED) 6" 22 24" 31 3/4" 7/8" 2 3/32" 1 7/32" PPLY NTI-FREEZE GENT SECTION MNHOLE FRME ND COVER CSTING TO E SET IN W ET MORTR 1/16" 3/8" 1 6" 1 3/16" R = 1 R = 7/8" 15? 5/32" 11/16" 1/4" 1/8" 24 3/4' DI 3 1/8" 15? 11/16" 1 3/4" R = 1/4" 1" 1 5/8" 1 3/4" 3 3/8" 1" USS STD THD 3/8" x 1" TYPE 316 SS CP SCREW (12 REQUIRED) 1/2' DI HOLE 3/4" 3/4" 11/4" 3 1 1/8" SECTION - 11/8' WIDE Y 1/8" 5/16' TYPE 316 NEOPRENE GSKET SS PLTE 24 DI 23 DI 10" 4 5/8" 27 1/16" SECTION - 1' DI HOLE 2 PLCS PRESSURE PLTE 3/4' DI HOLE 23 DI 29 1/4" DI 1 1/4" 7" DI 9 3/4" R 1 7 1/2? S E C S D W E R
1 CONC W LL OR MH RISER CONC W LL OR MH RISER 3/4" DI SS RODS TYPE 316 STM -276 PLSTIC LINER W ITH LOCKING EXTENSIONS C L C L 1 1'-2" C L 2 C L 4" OR 5" C L S REQ'D 4" OR 5" S REQ'D C L PLN 8" FOR PRECST SECTIONS 1 FOR CST-IN-PLCE SECTION - TYPE I MNHOLE STEP CONC W LL CONC W LL 3/4" DI SS RODS TYPE 316 STM -276 C L PLSTIC LINER W ITH LOCKING EXTENSIONS C L 1'-2" C L 2 C L THREDED RODS IN DRILLED HOLES FILLED W ITH EPOXY GROUT 4" OR 5" S REQ'D 4" OR 5" S REQ'D
INCRESER MNHOLE VRILE INLET C /2 TRP CSTING SEW GE LEVEL IN TRP SE W HEN NO SEW GE IS FLOWING W TER SEL TRP ND CHNNEL SE C SHELF C /2 MORTR 2" MIN SE 9" C D VRILE OUTLET SECTION - CULK W ITH CEMENT MORTR INCRESER TRP CSTING 9" VRILE OUTLET SHELF POINT W ITH MORTR TRP CSTING LEVEL NORML CHNNEL 2" OR OFFSET OUTLET S PPROVED Y THE ENGINEER VRILE OUTLET TRP ND CHNNEL SE SE 1:1 C /2 1:1 9" T VRILE INLET PLN - SINGLE TRP SE 660--4000 C /2 420-C-2000 SECTION - TLE OF DIMENSIONS DI OF MNHOLE SE (D) VRILE INLET INLET DI INLET INCRESER TRP SIZE TRP PER OUTLET DIMETER 8" 10" 12" INCRESER 8" 8" x 10" 10" S-a-211 4' 4' 4' MNHOLE C /2 10" 10" x 12" 12" S-a-211 ( FOR 12" INLETS ND LRGER SEE PLNS ) 4' 4' INCRESER TRP SE DIMENSIONS D 9" C TRP DI C + + /2 T MIN 10" 7 14 1 28 9" 12" 8 16 15" 32 10" RILE LET C /2 ILE TLET
DIMENSIONS OF CSTINGS INLET DI 10" R L 6" 9" 11" 14 3/4" 1/4" R 1 3/8" 7/8" 7/8" R 7/16" x 3/4" MCHINED SLOT 60 o 3/4" 1" R 12" 7" 11" 1 17 3/4" NOTES: 1. CST IRON USED SHLL CONFORM W ITH STM -48 CLSS 35. 2. FLNGES OF CSTING SHLL E MCHINED FCED. 7/16" HOLE 1 7/8" 3/4" 1" 1 7/8" 1 2 3/4" 3. 4. CSTINGS SHLL E DIPPED TW ICE IN HOT SPHLT PINT. RUER GSKET SHLL E NEOPRENE 35-50 SHORE. 2" DETIL "" DETIL "" SEE DETIL "" SEE DETIL "" 1/8" 3/4" 1/4" 2" 1/8" 2" 1/4" 2" 1 1/4" R 1" RSS FCING RZED & MCHINE FINISHED 2" 1 DI o 85 o 65 1" R R 2" 1/4" x RUER GSKET SEE DETIL "C" 1" L 3/8" RSS COTTER PIN SECTIONL VIEW 1/4" x 1/4" GROOVE IN FLNGE FCE OF ELOW 3/8" 1/4" x RUER GSKET 1' RSS W SHER 3/8" x 63/4" RSS ROD 3/4" 2 5/8" 3/4" /4" 4 3/8" 3/4" 3/4" DETIL "C"
6" MIN 6" MIN MIN 6" MIN 6" MIN 6" MIN 6" MIN 6" 6" MIN OD 6" MIN OD OD PERMISSILE EXCVTION LINE 1/4 OD PERMISSILE EXCVTION LINE 1/4 OD PERMISSILE EXCVTION LINE CRDLE TYPE 1 CRDLE TYPE 2 ENCSEM ENT TYPE 1 6" MIN 6" MIN 1/4 OD 6" MIN 6" MIN 3/4 OD 6" MIN 6" MIN 6" MIN OD OD 3/4 OD OD 2" 6" 1/4 OD OPTIONL CONST JOINT OPTIONL CONST JOINT 2" 6" 1/4 OD NOTES: CRDLE TYPE 1 CRDLE TYPE 2 ENCSEM ENT TYPE 1 1. LL CONCRETE FOR CRDLES TYPE 1 ND 2 ND ENCSEMENT TYPE 1 SHLL E 420-C-2000. LL CONCRETE FOR CRDLES TYPE 1 ND 2 ND ENCSEMENT TYPE 1 SHLL E 660--4000. USE IS LIMITED TO EDDING CONCRETE OVER W HICH CKFILL W ILL E PLCED NOT LESS THN 40 HOURS FTER PLCEMENT. FOR CKFILL FTER 24 HOURS, DD NON-CHLORIDE CCELERTING DMIXTURE PPROVED Y THE ENGINEER T DOSGES S REQUIRED Y THE MNUFCTURER OF THE DMIXTURE. FOR CKFILL FTER 16 HOURS ND REMOVL OF SHEETING FTER 18 HOURS, USE 660-C-4000 W ITH NON-CHLORIDE CCELERTING DMIXTURE PPROVED Y THE ENGINEER T DOSGES S REQUIRED Y THE MNUFCTURER OF THE DMIXTURE. 2. THE CONCRETE FOR CRDLES TYPE 1 ND 2 ND ENCSEMENT TYPE 1 SHLL NOT E POURED GINST TRENCH SHEETING, FORMS, OR ON LOOSE MTERIL IN THE TRENCH OTTOM, UT SHLL E POURED GINST ND ON THE UNDISTURED TRENCH W LLS ND OTTOM. 3. THE CONCRETE FOR CRDLES TYPE 1 ND 2 ND ENCSEMENT TYPE 1 MY E POURED GINST TRENCH SHEETING, FORMS, OR GINST THE TRENCH W LLS, UT SHLL NOT E POURED ON LOOSE MTERIL IN THE TRENCH OTTOM. 4. UNLESS OTHERW ISE PROVIDED IN THE SPECIFICTIONS OR UTHORIZED Y THE ENGINEER, W HEN THE MXIMUM LLOW LE
1'-4" 4" 6" VRILE 4" 2" 4" MIN SEW ER PIPE 420-C-2000 PLN SECTION - 1'-4" MIN SEW ER PIPE ELEVTION THIS PORTION MY E OMITTED IN FIRM SOIL W HEN PPROVED Y THE DISTRICTS' INSPECTOR
NOTES: 1. THE UPPER END OF THE CHIMNEY PIPE SHLL E 8 FEET ELOW THE GRDE OF THE LOW ER CUR, UNLESS 6" OTHERW ISE SPECIFIED. 12" 6" 2. W HERE ONE OR TW O HOUSE CONNECTIONS RE TO E JOINED TO THE CHIMNEY PIPE, USE SINGLE "Y" RNCH. W HERE THREE HOUSE CONNECTIONS RE TO E JOINED USE DOULE "Y" RNCH. CEMENT MORTR 3. W HERE THE CHIMNEY PIPE IS TO E USED FOR SINGLE HOUSE CONNECTION, FCE THE "Y" TOW RDS THE PROPERTY TO E SERVED; W HERE USED FOR HOUSE CONNECTIONS ON OTH SIDES OF THE SEW ER, THE "Y" SHLL FCE TOW RD THE RIGHT (LOOKING UP GRDE) ND THE HOUSE ON THT SIDE SHLL E CONNECTED TO THE "Y" RNCH Y 6 INCH ONE-EIGHTH END ND THE HOUSE CONNECTION ON THE LEFT SIDE SHLL E CONNECTED TO THE UPPER END OF THE CHIMNEY Y 6 INCH ONE-QURTER END UNLESS OTHERW ISE SPECIFIED. 1'- 4" 4. THE MIN SEW ER PIPE SHLL E OF THE MTERIL SHOW N 1'- 4" ON THE PLNS. 6" VCP 420-C-2000 4" 2" MIN SEW ER PIPE VRILE 420-C-2000 SECTION - ELEVTION MIN SEW ER PIPE " 4" 1'- 4"
LIFTING ER & RI 8 PLCS SEE DETIL 1 1/4" DI HOLE 8 PLCS 45 0 30 0 PRY NOTCH 7/8" RI 8 PLCS PLN OF COVER TOP VIEW 40 8? 20? PRY NOTCH 1 1/4" 1" 31/8" 1" 5/8" 5/16" GROOVE DI 3 1/4" 2 1" 1 1/4" 8? PLN OF FRM E 42 1/4" 40 3/4" 39" 2 6" 20" 37" SECTION - 5" 3/4" 3/4" 3/4" 1 1/4" 4" 36" CLER 4" 44" 1 1" DI HOLE 30? 1 1 1/4" SECTION - 2 PLCS 1 1/4" HOLE 8 PLCS PRY R = 1 5/8" 1" NOTCH 2 DETIL 13 1/4" R LIFTING ER & RI 45? NOTES: 1. CST IRON USED SHLL CONFORM W ITH STM -48 CLSS 35.
PLUG 4" MIN 4" OR 6" HOUSE CONNECTION FLOW FLOW 5" MIN 2" MIN 4" MX 4" OR 6" SPIGOT END HND-HOLE TRP NOTES: 1. GS TRP SHLL E INSTLLED LONG HOUSE CONNECTION TW O (2) FEET OUTSIDE THE UILDING T PROPERTY OW NER'S EXPENSE. 2. GS TRPS SHLL E VIRTIFIED CLY OR CST IRON PIPE. LTERNTE MTERIL MY E USED W HEN PPROVED Y DISTRICTS' INSPECTOR.
6 MIN EXISTING PIPE OD OD CONCRETE SUPPORT CONCRETE SUPPORT PPLY 1 COT SPHLT EMULSION OR PPROVED EQUL TO PREVENT ONDING. PROPOSED PIPE PROPOSED PIPE 6" DI HOLES OD MIN ELEVTION SECTION - NOTES: 1. CONCRETE SUPPORT SHLL E POURED GINST UNDISTURED SOIL ON THE OTTOM ND SHLL EXTEND THE FULL WIDTH OF EXCVTION. 2. CONCRETE SHLL E 420-C-2000. W HEN PPROVED Y THE ENGINEER, THE CONTRCTOR MY SUSTITUTE CONCRETE W ITH 2-SCK CEMENT SLURRY. 3. CONTRCTOR SHLL OTIN PPROVL FROM THE ENGINEER OF HIS PROPOSED METHOD OF SUPPORTING THE EXISTING PIPE DURING CONSTRUCTION. 4. CONTRCTOR SHLL PROVIDE CONCRETE PIPE SUPPORT UNDER LL EXISTING CONCRETE, SESTOS CEMENT, CLY, TELEPHONE ND POW ER CONDUITS ND UNDER LL OTHER
GROUND SURFCE GROUND SURFCE 24" DI EXIST RICK OR CONCRETE W LLS STEP (SND FILL) (SND FILL) REK OUT 2 DRIN HOLES 100-C-100 100-C-100 24" MIN 6" 6" HLF SEGMENT OF PIPE TIGHTLY SETED HLF SEGMENT OF PIPE TIGHTLY SETED EXISTING SEWER EXISTING SEWER CUT W Y EXISTING MSONRY OR CONCRETE TO FORM SET FOR SEGMENT ND MORTR LONGITUDINL SECTION CROSS SECTION NOTES: 1. FORTY-EIGHT HOURS PRIOR TO COMMENCING THE NDONMENT OF THE MNHOLE, THE CONTRCTOR SHLL CONTCT THE DISTRICTS' SUPERINTENDENT OF MINTENNCE T (310) 638-1161. 2. NO W ORK SHLL E DONE ON MNHOLE EXCEPT IN THE PRESENCE OF THE DISTRICTS' REPRESENTTIVE. 3. MNHOLE FRME ND COVER SHLL E SLVGED, CLENED ND DELIVERED TO THE DISTRICTS' COMPTON FIELD OFFICE, 920 SOUTH LMED STREET, COMPTON, CLIFORNI 90221. 4. THE CONTRCTOR SHLL REMOVE MINIMUM OF 4 FEET OF THE MNHOLE SHFT ELOW GROUND SURFCE. 5. IF THE LOW ER PORTION OF THE EXISTING CHNNEL THROUGH THE MNHOLE IS NOT S SHOW N. THE
5. W HEN THE DEPTH OF THE MNHOLE TO E LOW ERED IS SUCH THT THE MXIMUM LLOW LE SLOPES FOR THE RICKW ORK SHOW N FOR CSE I W OULD E EXCEEDED, THE MNHOLE SHLL E RECONSTRUCTED S TYPE "C" MNHOLE PER S-a-203. RESET MNHOLE FRME ND COVER 5" PROPOSED GROUND SURFCE EXISTING GROUND SURFCE 48" MX (DIM " ") 10" 24" DI 30" DI REMOVE EXISTING FRME & COVER EXISTING GROUND SURFCE PLSTER EXISTING GROUND SURFCE PROPOSED CONC CUR & GUTTER EXISTING PORTION EXISTING PORTION TO REMIN TO E REMOVED 30" MIN PROPOSED GROUND SURFCE PLSTER EXISTING PORTION TO REMIN EXIST. PORTION TO E REMOVED VERTICL W LL PLSTER NEW RICK- W ORK 24" DI 5 5 2 2 MXIMUM LLOW LE NEW RICK- W ORK NEW RICK- W ORK EXISTING PORTION EXISTING PORTION TO REMIN TO E REMOVED 24" DI MXIMUM LLOW LE 5 2 CSE I CSE I CSE I NOTES: 1. PRIOR TO THE REMOVL OF THE FRME OF NY MNHOLE, THE CHNNEL OF THE MNHOLE SHLL E COMPLETELY COVERED W ITH PLNKING OR OTHER SUITLE MTERIL SO S TO PREVENT DERIS FROM ENTERING THE CHNNEL. FTER THE MNHOLE RECONSTRUCTION HS EEN COMPLETED LL DERIS SHLL E REMOVED FROM W ITHIN THE MNHOLE ND THE COVER OVER THE CHNNEL SHLL E REMOVED. 2. W HEN THE MNHOLE IS TO E RECONSTRUCTED TO STRIGHT SIDED MNHOLE, THE RICK W ORK SHLL E REMOVED TO THE HIGHEST POINT OF THE VERTICL W LL. THE SLOPE OF THE CORELED SIDE SHLL NOT EXCEED 2 INCHES IN 5 INCHES. THE MNHOLE STEPS SHLL E PLCED ON THE VERTICL SIDE. SEE CSE I. 3. W HEN THE MNHOLE IS TO E RISED N MOUNT SUCH THT DIMENSION "" (CSE I) IS LESS THN 4', THE RICKW ORK SHLL E REMOVED TO POINT W HERE THE INSIDE DIMETER IS MINIMUM OF 30 INCHES. THE MNHOLE W LL SHLL THEN E CONSTRUCTED VERTICLLY TO POINT 15 INCHES ELOW THE TOP OF THE MNHOLE. SEE CSE I. 4. W HERE THE MNHOLE IS TO E RISED SUCH THT DIMENSION "" (CSE I) W OULD EXCEED 4', THE RICKW ORK SHLL E REMOVED TO THE HIGHEST POINT OF THE VERTICL W LL ND THE MNHOLE RECONSTRUCTED PER S-a-201 OR S-a-204.
R= 3/4" DI. SS ROD TYPE 316, STM -276 PLSTIC LINER W ITH LOCKING EXTENSIONS INSIDE FCE OF STRUCTURE W LL 9" 6" R =1" VRIES RICK OR CONCRETE FOR CONCRETE STRUCTURE OR TYPE "" MNHOLE W LL DRYPCK W ITH 5000 psi NON-SHRINK GROUT R= 3/4" DI. SS ROD TYPE 316, STM -276 w/ SS NUTS PLSTIC LINER W ITH LOCKING EXTENSIONS PRECST MNHOLE SECTION VRIES 2" DI. x 3/8" SS 2" MIN 1" x 9" LOCKOUT W SHER CKFILL IN 2-SCK CEMENT SLURRY EMEDMENT FOR PRECST M NHOLE SECTION OR R= WLL CONCRETE W LL 8" OR LESS 3/4" DI SS THREDED R IN EPOXY DHESIVE CONCRETE NCHORS 3/4" DI. SS ROD TYPE 316, STM -276 PLSTIC LINER W ITH LOCKING EXTENSIONS 8" MIN
4'-0" SEW ER CONSTRUCTION PROJECT CONTRCTOR 2 2" 6" CONTRCTOR'S NM E 6'-0" CONTRCTOR'S PHONE INSERT DISTRICT FOR NUMER SNITTION DISTRICT NO. OF LOS NGELES COUNTY GRCE ROINSON HYDE CHIEF ENGINEER & GENERL MNGER 5" 2" 3 2" 2" 2 1 1 1 3/4" 1 3/4" 1" 2'-0" 4'-0" 1'-11" 6" 6" 5'-0" FRONT VIEW SIDE VIEW NOTES: 1. LL FRMING LUMER SHLL E 2" x 6" S4S D.F. 2. ENTIRE SIGN, INCLUDING FRMING, SHLL E PINTED W ITH TW O COTS OF EXTERIOR OIL SE W HITE PINT. 3. LETTERING SHLL E DONE IN LCK Y QULIFIED SIGN PINTER ND TO THE STISFCTION OF THE ENGINEER. 4. SIGNS SHLL E MINTINED IN CONDITION STISFCTORY TO THE ENGINEER. 5. SIGNS SHLL E FURNISHED, INSTLLED ND MOVED Y CONTRCTOR S DIRECTED Y THE ENGINEER.
C L ERING LOCKS SPN ( SEE NOTE 2 ) C L ERING LOCKS 2 x TIMER PDS DETIL "1" STEEL EM (SEE TLE) STEEL SUPPORT EMS (SEE TLE) 2 x 12 OR 4 x 12 Gr 2 TIMER LOCKS (SEE TLE) 2' 4' MX MX 2 x 12 OR 4 x 12 Gr 2 TIMER LOCKS (SEE TLE) TURNUCKLE DETIL "2" TURNUCKLE (SEE TLE) WIRE CLIPS VERTICL SHORING S REQUIRED 3 WIRE ROPE CLIPS ECH SIDE @ OC WIRE ROPE EXISTING PIPE EXISTING PIPE WIRE ROPE 4 x 4 TIMER 4 x 4 TIMER LOCK 8" LONG NOTE: MINIMUM OF 2 HNGER SSEMLIES PER JOINT OF PIPE LOCKS 8" LONG ELEVTION SECTION - WIRE ROPE THIMLE 2 x TIMER PDS STEEL EM TURNUCKLE (SEE TLE) WIRE ROPE 3 WIRE ROPE CLIPS ECH SIDE @ OC
TLE OF MEMER SIZES (PRT I) PIPE SIZE STEEL EMS SPN 0' - 10' 11' - 15' 16' - 20' 21' - 30' 31' - 40' WIRE ROPE TURNUCKLE 8" - 10" w 6 x 9 w 6 x 9 w 6 x 9 w 8 x 18 w 10 x 22 3/8" 12" - 15" w 6 x 9 w 6 x 15 w 6 x 20 w 10 x 22 w 12 x 30 3/8" 18" - 21" w 6 x 9 w 8 x 18 w 8 x 24 w 10 x 33 w 12 x 53 3/8" 24" - 27" w 6 x 15 w 8 x 18 w 8 x 28 w 12 x 40 w 12 x 72 3/8" 30" w 6 x 15 w 8 x 18 w 8 x 31 w 12 x 53 2 - w 12 x 53 5/8" 3 w 8 x 18 w 8 x 24 w 10 x 33 w 12 x 65 2 - w 12 x 65 5/8" 36" w 8 x 18 w 10 x 22 w 10 x 33 w 12 x 72 2 - w 12 x 65 5/8" 39" w 8 x 18 w 10 x 22 w 10 x 39 w 12 x 72 2 - w 12 x 72 5/8" 42" w 8 x 18 w 10 x 22 w 10 x 49 w 12 x 79 2 - w 14 x 61 5/8" 48" w 8 x 18 w 12 x 30 w 12 x 53 5/8" 54" w 10 x 22 w 12 x 30 w 12 x 53 5/8" 3/4" 60" w 10 x 22 w 12 x 40 w 12 x 65 5/8" 3/4" 66" w 10 x 33 w 12 x 53 2 - w 12 x 53 5/8" 3/4" 72" w 12 x 30 w 12 x 53 2 - w 12 x 65 5/8" 7/8" TLE OF MEMER SIZES ( PRT I ) PIPE SIZE 8" - 10" 12" - 15" 18" - 21" 24" - 27" 30" 3 36" 39" 42" 48" 54" 60" 66" 72" TIMER ERING LOCKS SPN 0' - 10' 11' - 15' 16' - 20' 21' - 30' 31' - 40' 1-2 x 12 x 2' 1-2 x 12 x 2' 2-2 x 12 x 2' 2-2 x 12 x 2' 2-2 x 12 x 2' 1-2 x 12 x 2' 1-2 x 12 x 2' 2-2 x 12 x 2' 2-2 x 12 x 2' 2-4 x 12 x 3' 1-2 x 12 x 2' 1-2 x 12 x 3' 2-2 x 12 x 3' 2-4 x 12 x 3' 2-4 x 12 x 4' 1-2 x 12 x 3' 2-2 x 12 x 2' 2-2 x 12 x 3' 2-4 x 12 x 5' 3-4 x 12 x 4' 1-2 x 12 x 3' 2-2 x 12 x 3' 2-4 x 12 x 4' 3-4 x 12 x 4' 3-4 x 12 x 5' 2-2 x 12 x 2' 2-2 x 12 x 3' 2-4 x 12 x 4' 3-4 x 12 x 5' 3-4 x 12 x 6' 2-2 x 12 x 2' 2-2 x 12 x 3' 2-4 x 12 x 4' 3-4 x 12 x 5'-6" 4-4 x 12 x 5'-6" 2-2 x 12 x 3' 2-4 x 12 x 4' 2-4 x 12 x 5' 4-4 x 12 x 5' 4-4 x 12 x 6' 2-2 x 12 x 3' 2-4 x 12 x 4' 2-4 x 12 x 5' 4-4 x 12 x 5'-6" 4-4 x 12 x 6'-6" 2-4 x 12 x 4' 2-4 x 12 x 5' 3-4 x 12 x 5' 2-4 x 12 x 4' 2-4 x 12 x 5' 3-4 x 12 x 5' 2-4 x 12 x 4' 3-4 x 12 x 5' 3-4 x 12 x 5' 2-4 x 12 x 5' 3-4 x 12 x 5' 3-4 x 12 x 6' 2-4 x 12 x 5' 3-4 x 12 x 5' 4-4 x 12 x 5' NOTES: 1. FORTY-EIGHT HOURS PRIOR TO COMMENCING CONSTRUCTION OF THE TEMPORRY SUPPORT, THE CONTRCTOR SHLL CONTCT THE DISTRICTS' SUPERINTENDENT OF MINTENNCE T (310) 638-1161. 2. PPROVL SHLL E OTINED FROM THE DISTRICTS' REPRESENTTIVE OF THE SPN TO E USED IN DETERMINING THE SIZE OF THE STEEL EM. 3. LL W ORK ON THE TEMPORRY SUPPORT SHLL E DONE ONLY IN THE PRESENCE OF THE DISTRICTS' REPRESENTTIVE. 4. THE CONTRCTOR SHLL E COMPLETELY RESPONSILE FOR THE DEQUCY OF THE TEMPORRY SUPPORT ND FOR THE MNNER IN W HICH IT IS INSTLLED.
3 HIGH LETTERS PLN OF COVER PRY NOTCH? 7 1/2 TYP 4" 30" CLER 4" TOP VIEW 32" 5? 1" 3 1/8" DI 1 1/8" 5/16" GROOVE 20? 1 1/4" PLN OF FRM E 2" 5 DI 2 3/4" 26 29 1/4" 1" 5/8" 1 1/4" PRY NOTCH 2? MIN 33 3/4" 32 1/4" 1 1/4" 5? SECTION - 5" 30? 1" DI HOLE 2 PLCES 1 1 1/4" 4" 30" CLER 4" 38" 5/8" 7/8" SECTION - 5/8" 1" PRY NOTCH NOTES: 12" R 1. CST IRON USED SHLL CONFORM W ITH STM -48 CLSS 35. 45? 2. FRME ND COVER SHLL E COTED WITH SPHLTUM OR ITUMINOUS PINT FTER TESTING ND INSPECTION.
VRIES TO 4'-0" ( SEE NOTE 5 ) " r " RS " t " RS " s " RS " r " RS PLSTIC LINER C PLSTIC LINER PLTE VRILE (SEE TLE) 1' - 6" MIN PLTE VRILE D LP C " t " RS (SEE TLE) " s " RS MTCH EXIST. DJCENT 0 PIPE, 90 MX LONGITUDINL SECTION CROSS SECTION TLE OF REINFORCING RS PIPE SIZE 24" TO 3 36" 39" 42" 48" 54" 60" 66" DEPTH TO INVERT 0' TO 15' 16' TO 30' 0' TO 15' 16' TO 30' 0' TO 15' 16' TO 30' 0' TO 15' 16' TO 30' 0' TO 15' 16' TO 30' 0' TO 15' 16' TO 30' 0' TO 15' 16' TO 30' 0' TO 15' 16' TO 30' DIMENSIONS REINFORCING RS C D " r " " s " " t " 6" 8" 16" #4 @ 10" #4 @ 12 2 -#4 #4 @ 10 6" 8" 16" #4 @ 8 #4 @ 12 2 -#4 6" 8" 16" #4 @ 6 #4 @ 12 2 -#4 #4 @ 10 16" #4 @ 10 7" 8" 20" #5 @ 10 #5 @ 12 2 -#5 16" #4 @ 10 7" 8" 4" 20" #5 @ 8 #5 @ 12 2 -#5 16" #4 @ 8 7" 8" 4" 20" #5 @ 8 #5 @ 12 2 -#5 16" #4 @ 6 8" 8" 4" 24" #6 @ 8 #5 @ 12 2 -#5 20" #5 @ 8 8" 10" 5" 28" #7 @ 8 #5 @ 12 3 -#5 NOTES: 1. CONCRETE SHLL E 660--4000. 2. LL REINFORCING RS SHLL E STM -706, CLSS 60. 3. THE CONCRETE SHLL E CONSOLIDTED Y MENS OF HIGH FREQUENCY INTERNL VIRTORS. 4. DETIL PPLIES FOR PIPES W ITH COVER FROM 3'-0" TO 30'-0" FOR TRENCH CONDITION ND FOR PIPES WITH COVER 3'-0" TO 10'-0" FOR EMNKMENT CONDITION. 5. PIPE RRELLING SHLL E DONE T LOCTIONS ND LENGTHS SHOW N ON THE DRW INGS OR UTHORIZED Y THE ENGINEER.
NGLE VRIES o o 0 TO 10 " s " RS " r " RS " s " RS /2 24d LP PLSTIC LINER PLTE VRILE 2 CLR PLSTIC LINER PLTE VRILE " r " RS 2" CLR MTCH EXIST. DJCENT 0 PIPE, 90 MX " r " RS INSTLL W TERSTOP PER NOTE 6 CROSS SECTION LONGITUDINL SECTION TLE OF REINFORCING RS PIPE DIMETER DIMENSIONS REINFORCING RS " r " " s " 24" TO 36" 8" 8" #4 @ 8 #4 @ 12 39" TO 57" 8" 10" #6 @ 8 #5 @ 12 60" TO 78" 10" 12" #7 @ 6 #5 @ 12 84" TO 96" 12" 16" #7 @ 6 #5 @ 9" NOTES: 1. CONSTRUCT CONCRETE COLLR W HERE REQUIRED ON THE PLNS ND T LL PIPE JOINTS W HERE THERE IS CHNGE IN THE TYPE OF JOINT OR CHNGE IN THE THICKNESS OF THE W LLS OF DJCENT PIPES. 2. UNLESS OTHERW ISE SPECIFIED, CONCRETE SHLL E 660--4000 ND LL REINFORCING RS SHLL E DEFORMED RS CONFORMING TO STM-706 GRDE 60. 3. EXTERIOR SURFCES OF CONCRETE PIPE SHLL E CLENED Y SNDLSTING PRIOR TO PLCING CONCRETE.
1" DI HOLE 2 PLCES 7 1/2? 45?? 30 CLER 3 HIGH LETTERS 3/4" PRY NOTCH PLN OF COVER TOP VIEW 31 3/4" 1 3? 1/8" 31/8" DI 1" 20? PRY NOTCH 1 3/8" 83/4" DI 11/4" 27" DI 1" DI HOLE 2 PLCES 30? 1" 2" SECTION - 1 5/16" GROOVE 1 1/4" 3 3/8" 5 5/8" 30? 3? PLN OF FRM E 34 1/4" 32" DI RING ID 1 1 1/4" 2 7/8" 30" DI CLER 1 DI HOLE (4 REQ'D) ON 43 DI 5?+ - 3/4" 5" MIN 36" DI MIN 5" MIN 5/8" 1" PRY NOTCH 47" DI MIN SECTION - 12" R NOTES: 45? 1. CST IRON USED SHLL CONFORM W ITH STM -48 CLSS 35. 2. FRME ND COVER SHLL E COTED WITH SPHLTUM
S 4" OR 6" VC OR CI PIPE DEPTH OF COVER MINIMUM EDDING 1/2 OD OF PIPE CLSS "C" MORTR SEW ER 1-#5 R IF EM HOUSE CONNECTION IS PRECST 2" CLR 2" CLR t SEE TLE "X" FOR R NO. VRILE "V" OTTOM 10" 1 1 ELEVTION SECTION - DIMENSIONS OF REINFORCED CONCRETE EM DEPTH OF COVER S (FEET) 0 TO 8'-0" 8'-1" TO 16'-0" t R NO. t R NO. 4 8" 4 10" 5 5 6 7 8 9 10 11 12 13 14 15 16 17 9" 10" 11" 12" 1 14" 15" 16" 17" 18" 19" 20" 21" 5 5 6 6 6 7 7 7 7 8 8 8 8 12" 1 15" 16" 17" 19" 20" 22" 2 25" 26" 5 6 6 6 7 7 7 7 8 8 8 NOTE: EM CONCRETE SHLL E 660--4000. LL REINFORCING RS SHLL E DEFORMED RS CONFORMING TO STM-706 GRDE 60. "V" OTTOMED EM S DETILED OVE SHLL E POURED IN PLCE OR, IF PPROVED Y THE ENGINEER. RECTNGULR PRECST EM SHLL E PLCED ON CKFILL W HICH HS EEN PREVIOUSLY CONSOLIDTED TO THE INVERT OF THE HOUSE CONNECTION ND REEXCVTED TO CCOMMODTE THE EM. IN EITHER CSE, THE EM SHLL ER ON UNDISTURED OR CONSOLIDTED SOIL. DEPTH OF COVER 0 TO 8'-0" 8'-1" TO 16'-0" MINIMUM LENGTH OF ERING OF ENDS OF REINFORCED CONCRETE EMS S 0 TO 12'-0" 12'-1" TO 18'-0" 0 TO 7'-0" 7'-1" TO 11'-0" MIN ERING - "X" 18" 24" 18" 24"
28 11/16" MIN 27 3/16" 27 1/16" SEE DETIL 1 13/4" 13/4" 31/4" 113/32" DI NOTE: COVER SHLL E SNUG FIT, NOT TIGHT 4" 7" DI CSTING TO E SET IN W ET MORTR 24" 34" SECTION MNHOLE FRME ND COVER 2 11/32" 3/8" 1 1 31/32" 3/8" 3/4" 1 7/32" 15? 11/16" R = 1/4" 1 5/8" 1 5/8" 1 3/4" 3 3/8" 4" DI HOLE IN THK PLTE- 3 REQ'D T 120 0 1 3/16" 1/16" 15? 11/16" 1/4" 1/8" 1" SECTION - 3/4" 5/32" 1' DI HOLE 2 PLCS 27 1/16" 5" DETIL 1 9 3/4"R C S D 7 1/2? 1" 1 1/4" 1 S E W E R 1/2?? 15
48" 40" 38 1/4" 38" 5/8' DI x 10' LG TYPE 316 SS NCHOR OLT w/ H H NUT (TYP 8 PLCS) 1 1/4" 2 1/4" 1" 3 1/8" 1" 3 1/4" DI 5/16" 1 3/8" PINT WITH SPHLTUM PINT 1" 6" 7" 7 1/4" 5/8" 1" CSTING TO E SET IN W ET MORTR REINFORCED CONCRETE 1 1/8' W IDE (MIN) X 1/8' THICK NEOPRENE GSKET 3 5/8' DI x 11/4' LG TYPE 316 SS CP SCREW S, (TYP OF 24) 36" 1 SECTION MNHOLE FRME ND COVER PPLY NTI-FREEZE GENT 7/8" 17/8" 32" 17/8" 0 10 +- 45 0? 7 1/2 15? LIFTING EYE, (TYP 2 PLCS) SEE DETIL 1 1/4" 3/4" 1/8" 2" TYPE 316 L SS PLTE 35 3/4" DI TYP 1/4 R = 17 7/8" 5/8" 3/4' x 11/2' x 15 5/8' LG TYPE 316 L SS FLT R (TYP 2 PLCS) 3/4' x 11/2 ' x 32' LG TYPE 316 L SS FLT R 3/4' DI HOLE (TYP 24 PLCS) 4 13/16" DI HOLE 4 REQ'D T 90 5/8" THRED FOR 5/8" CP SCREW 1 0 3/4" 3 3/4" 3/4" 6 1/16" 3/16 1 1/2-6 TYP TYP R =1" 1/4 1/2' DI SS TYPE 316 L R 7 PRESSURE PLTE OTTOM VIEW DETIL- LIFTING EYE SECTION - 45? DRILL 3/4' 1' DI HOLE 2 PLCES 22.5? C S D 34 DI 4 DI DRILL & TP FOR 5/8' SCREW PRY NOTCH 1 1/4" 13 1/4" R 5/8" S E W E R
7/8" DI SS ROD TYPE 316, STM -276 R= PRECST CONCRETE SL SEE PLN 6" 2" PLSTIC LINER w/ LOCKING EXTENSIONS 5" 5" PLN 10" 8" PRECST CONCRETE SL 6" 4" 2" CLR CLR TYPE I LIFTING EYE 7/8" DI SS ROD TYPE 316, STM -276 R= SEE PLN 6" FILL RECESS w/ "HENRYS" ROOF PLSTIC LINER w/ LOCKING EXTENSIONS
STEEL PLTE FLUSH w/ PVEMENT STEEL PLTE TRENCH OF TRENCH (PPROXIMTE) TCK W ELDS RODW Y C L SHORING SYSTEM VIEW PLN REPIR PVEMENT SECTION IN CCORDNCE W ITH PERMIT REQUIREMENTS ND STNDRDS OF LOCL JURISDICTION. 12" MIN TYP STEEL PLTE DEPTH TO MTCH PLTE THICKNESS (MIN). PCK JOINT W ITH TEMPORRY C TRENCH FULL LENGTH NGLE IRON W ELDED TO TRENCH PLTES TO SECURE PLTES, SEE NOTE 4 ON SHEET 2 FOR LTERNTE METHODS
NOTES: 1. STEEL PLTE RIDGING SHLL E USED W HEN THE TRENCH W ORK CNNOT E COMPLETED W ITHIN THE SME W ORKING DY TO MINTIN LL VEHICULR, ICYCLE ND PEDESTRIN TRFFIC FLOW. 2. THE DETILS ND NOTES SHOW N HEREIN SHLL E USED FOR TRFFIC RES UNLESS MORE STRINGENT REQUIREMENTS RE PROVIDED Y THE LOCL JURISDICTION (CITY, COUNTY, CLTRNS, ETC.) IN W HICH THE W ORK IS TO E PERFORMED. IN SUCH CSES, THE MORE STRINGENT REQUIREMENTS SHLL PPLY. 3. STEEL PLTES USED FOR RIDGING SHLL EXTEND TW ELVE (12) INCHES MINIMUM EYOND THE EDGES OF THE TRENCH. THE SURFCE OF THE STEEL PLTES SHLL E ROUGHENED, TPED OR COTED TO PROVIDE NON-SKID SURFCE FOR SFETY OF THE TRVELLING PULIC. 4. STEEL PLTE RIDGING SHLL E SECURED GINST MOVEMENT Y USING HOLDING DEVICES SUCH S DJUSTLE CLETS, NGLES, W ELDING OR OTHER DEVICES. 5. STEEL PLTE RIDGING SHLL E SNUG W ITHIN THE RECESSED RE ND INSTLLED TO OPERTE W ITH MINIMUM NOISE. 6. THE TRENCH W LLS ND DJCENT SOILS SHLL E SUFFICIENTLY STLE FOR THE USE OF THE PLTE SHOW N IN THE DETIL. 7. THE TRENCH SHLL E DEQUTELY SHORED, IF NECESSRY, TO SUPPORT THE STEEL PLTE RIDGING ND HS20-44 TRFFIC LODS. 8. THE PVEMENT SHLL E COLD PLNED TO DEPTH EQUL TO THE THICKNESS OF THE PLTE ND TO W IDTH ND LENGTH EQUL TO THE DIMENSIONS OF THE PLTE. 9. THE STEEL PLTES SHLL E MINIMUM OF 3'-6" IN W IDTH. MULTIPLE PLTES SHLL E TCK W ELDED (6" MINIMUM LENGTH T MINIMUM TW O LOCTIONS S SHOW N ON THE PLN) S NEEDED TO SECURE PLTES. LL STEEL PLTES SHLL MEET STM 36. 10. THE MINIMUM STEEL PLTE RIDGING THICKNESS, FOR TRENCH W IDTH LESS THN OR EQUL TO 3'-0", SHLL E ONE (1) INCH. 11. THE MINIMUM STEEL PLTE RIDGING THICKNESS, FOR TRENCH W IDTH GRETER THN 3'-0" UT LESS THN OR EQUL TO 4'-0", SHLL E 1.25 INCHES. 12. FOR TRENCH ND EXCVTION W IDTHS GRETER THN 4'-0", STRUCTURL DESIGN OF THE STEEL PLTE RIDGING SHLL E SUMITTED TO THE DISTRICTS FOR CCEPTNCE PRIOR TO FRICTION ND INSTLLTION. THE STRUCTURL DESIGN SHLL E STMPED ND SIGNED Y CIVIL OR STRUCTURL ENGINEER CURRENTLY REGISTERED Y THE STTE OF CLIFORNI. 13. STEEL PLTES USED FOR RIDGING SHLL E DESIGNED FOR MINIMUM HS20-44 TRFFIC LOD. 14. DVNCE W RNING SIGNS SHLL E REQUIRED W HEN STEEL PLTES RE USED IN THE TRVELLED W Y. SIGNS SHLL E 36" x 36" MUTCD W 8-24. PLCEMENT ND SPCING OF SIGNS SHLL CONFORM TO THE LTEST EDITION OF THE CLIFORNI MNUL ON UNIFORM TRFFIC CONTROL DEVICES (MUTCD), THE W ORK RE TRFFIC
TEMPORRY PVING MTERIL SLOPE W Y FROM PLTES TRENCH STEEL PLTE TCK W ELDS RODW Y SHORING SYSTEM VIEW PLN 12" 12" MIN 12" MIN 12" STEEL PLTE TEMPORRY PVING MTERIL REPIR PVEMENT SECTION IN CCORDNCE WITH PERMIT REQUIREMENTS ND STNDRDS OF LOCL JURISDICTION. TRENCH FULL LENGTH NGLE IRON W ELDED TO TRENCH PLTES TO SECURE PLTES, SEE NOTE 4 ON SHEET 2 FOR LTERNTE METHODS