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Home My WebLink About2575-210 t - a Itx o: .lam WALL THICKNESS SEE TABLE DO NOT MORTAR EXTERIOR PERIMETER OF PIPE OPENING (TYPICAL FOR ALL PIPES)_ 24" MAX -as OUTLET PIPE TO MANHOLE FLEXIBLE CONNECTOR AS PER SPEC SECTION 02605-2.04 MANHOLE FRAME AND EXISTING GRADE (TYP) COVER PER DTL J. 3" ADJUSTING RING(S) (OPTIONAL) 30' REDUCER RING owl 36" Q z ° : s s t C-4 r Za 0c) •�• w z U o w 0 cc 1/2* CLASS "'D" MORTAR PER SSPWC SECTION 201-5.1 MANHOLE I.D. SEE TABLE STEPS PER SPPWC STANDARD PLAN 636-1 •o (NO STEPS FOR PVC LINED MH) DO NOT MORTAR TOP 1/2 O.D. PIPE 4 SLOPE SHELF TOWARDS CHANNEL -� z C41 12" INLET N �-- #4 o e" O.C. EACH WAY (MIN) UNDISTURBED 6" MN EARTH 6" MIN I.D. + 24" MIN SECTION A -A MANHOLE DIMENSIONS OUTLET PIPE I.D. MANHOLE I.D. MIN WALL THICKNESS 8"-15" 4' 5" 18"-24" 5' 6" (MH x6. x37) 6' 7" z N Z aD FINISHED GRADE EXISTING GROUND SURFACE -� NEW PAVEMENT AW CUT EXIST, MATCH EXIST SURFACE UNPAVED PAVED Pr - ELEVATION WITH NEW PAVEMENT 1/10' OVERLAY TO LIMITS OF TRAFFIC EXIST LANE PAVEMENT PIPE ZONE BEDDING CLASS BEGIN STATION END STATION BEDDING CLASS 10+00 141+68 CLASS C CHERRY AVE. CHERRY AVE. CLASS C STUB OUTS STUB OUTS CLASS C LATERALS LATERALS CLASS D BACKFILL PSE ZONE ED THICKNESS PIPE DIA T (INCH) (INCH) 8 4 12 4 15 4 18 4 NOTE 1 1 L -PAY LIMIT BID ITEM 20 cn SEE DTL D w L B AGGREGATE BASE Q MANHOLE RUNGS 0 PVC LINER w TEMPORARY > PAY LIMIT BID ITEMS 1-8. a_ 14. 15. 24 - SEE NOTE T UA s.' 0 I BACKFILL SEE SSPWC (D �! AND SPECIAL PROVISION o: SECTION 306 DETAIL A SEE SPEC 06640 N OPEAK=1.36 cfs 0 U �- SEE NOTE i z 8" MIN, M 12" MAX w6' C-2 Q/ Q o: - 0 Z 12" IMH PIPE PIPE BEDDING SEE SSPWC AND ZONE SPECIAL PROVISION SECTION 306-1.2.1 AND TABLES. THIS SHEET . T MIN PIPE ZONE BEDDING BELOW UNDISTURBED--}i%//i, %///!, OUTSIDE DIAMETER OF PSE EARTH NOTES : 1. SEE GEOTECHNICAL REPORT FOR SLOPE REQUIREMENTS AND OTHER RECOMMENDATIONS. GEOTECHNICAL REPORT IS FOR REFERENCE ONLY; TRENCE SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. 2. EXISTING PAVEMENT SHALL BE SAW CUT 12" BEYOND BOTH SIDES OF TRENCH. CRACKED PAVEMENT ADJACENT TO TRENCH SHALL BE CUT AND REMOVED. ALL EDGES OF EXISTING PAVEMENT BEING JOINED SHALL RECEIVE A TACK -COAT OF ASPHALT EMULSION. 3. COMPACTION SHALL BE IN ACCORDANCE WITH SSPWC AND SPECIAL PROVISIONS SECTION 306-1.3.4. 4. EXCAVATION SHALL BE N ACCORDANCE WITH SSPWC AND SPECIAL PROVISIONS SECTION 306-1.1. 5. CLASS B BEDDING SHALL CONSIST OF 1/2" GRAVEL OR CRUSHED STONE MATERIAL MEETING THE GRADATION SHOWN IN SSPWC TABLE 200-1.2 (A) FROM THE TRENCH BOTTOM TO THE CENTERLINE OF PIPE AND NATIVE MATERIAL MEETING SSPWC AND SPECIAL PROVISION SECTION 306-1.2.1 TO A HEIGHT OF 12 INCHES ABOVE THE PM. 6. CLASS C BEDDING SHALL CONSIST OF 1/2" GRAVEL OR CRUSHED STONE MATERIAL MEETING THE GRADATION SHOWN IN SSPWC TABLE 200-1.2 (A) FROM THE TRENCH BOTTOM TO 3 INCHES ABOVE THE BOTTOM OF THE PIPE AND NATIVE MATERIAL MEETING SSPWC AND SPECIAL PROVISION SECTION 306-1.2.1 TO A HEIGHT OF 12 INCHES ABOVE THE PIPE. T. CLASS D BEDDING SHALL CONSIST OF NATIVE MATERIAL MEETING SSPWC AND SPECIAL PROVISION SECTION 306-1.2.1 FROM THE TRENCH BOTTOM TO A HEIGHT OF 12 INCHES ABOVE THE PIPE. 8. PAY LIMITS BASED UPON VERTICAL TRENCH WALLS USED IN CONJUNCTION W/APPROPRIATE SHEETING/SHORE. CONTRACTOR MAY SLOPE BACK TRENCH IF PERMITED BY ENGINEER AT CONTRACTOR'S OWN EXPENSE FOR ADDITIONAL PAVEMENT OUTSIDE THE PAY LIMITS. w NEW 18" VCP o:0 x J L` 36" DIAMETER MANHOLE MANHOLE NO. L B SEE DTL J. SLOVER AVE MANHOLE RUNGS J PVC LINER 12 TEMPORARY 2 CHANNEL PLUG NO2 6 SEE DTL G UA s.' 7.0 NEW 12" ::. I; VCP STUB OUT 3.5 FLOW W/ PLUG DETAIL A SEE SPEC 06640 N OPEAK=1.36 cfs FOUNDRY CO. PLATE NO A-1497 OR APPROVED EQUAL. 5. FRAME AND COVER SHALL BE COATED WITH BITUMINOUS PANT. w6' C-2 Q/ Q p DIAMETER IMH 10/31/0 11 REVISED FOR RECORD DRAWINGS °ES'° BY: NL CDM MANHOLE C4 DELETED DETAIL DET. C NOTES REGARDING CARRIER PIPE SPACER AND SKIDS. N HCF INV EL=981.22' T_ FLOW REH °O o O o J o � DELETED DET. K- REVISED DET. A. ADDENDUM $0 a. N Offignmw TO. NEW 18" VCP : FOOTING ° FLOW OMAX=4.52 cfs SEE NOTE 1 • ' ' ' oonaect�ow Ontario. California 91764 :n REH 11/19/9 EDITS TO DETAILS B ANDD CROSS CHK'D BY: U � (909) 945-3000 v LO -� MANHOLE PLAN VIEW SHELF EL=982.$2 ca DETAIL A WEIR EL=982.07' . M 3/4" V-0" - TEMPORARY .- CHANNEL PLUG NO 1 SEE DTL G TEMPORARY to CHANNEL PLUG NO 3 SEE DTL G NOTES FOR DETAL E: 00 T_ 1. MAX FLOW LIMITED BY CAPACITY IN MULBERRY TRUNK SEWER. CL c 2. IF SLOVER AVE SEWER (EAST OF CALABASH) CONSTRUCTED P`RtOR TO CALABASH AVE SEWER (SMTM OF TYPICAL ru-t TrctnCn DETAIL B NOT TO SCALE BREAK OUT EXIST SHELF FORM NEW CHANNEL WITH o QPEAK=6.94 cfs 1/2" CLASS D CEMENT LA_ MORTAR INV EL=981.32' o WEIR EL=982.17' J L` 36" DIAMETER MANHOLE MANHOLE NO. FRAME AND COVER B SEE DTL J. SLOVER AVE MANHOLE RUNGS J SHELF EL -982.82 12 TEMPORARY 2 CHANNEL PLUG NO2 6 SEE DTL G VALLEY BOULEVARD s.' 7.0 NEW 12" 45' VCP STUB OUT 3.5 FLOW W/ PLUG DETAIL E N OPEAK=1.36 cfs fir,►: INV EL=981.32' FOOTING NV EL=981.22' FLOW QPEA QPEAK=4.00 cfs NEIN 1S" VCP STUB OUT W/ PLUG U SLOVER) REMOVE TEMPORARY CHANNEL PLUGS NO 1 AND 2. WHEN CALABASH AVE SEWER CONSTRUCTED. THICKNESS (INCHES) MANHOLE NO. 6 B REPLACE TEMPORARY CHANNEL PLUG NO 1. SLOVER AVE CALABASH-SLOVER DIVERSION J 6 12 CALABASH AVE 2 5.25 6 3. SLOPE WEIR AT 0.02 ft/ft. VALLEY BOULEVARD 2.5 - 12 7.0 6 I CHERRY AVE 3.5 6.0 DETAIL E N ' FOUNDRY CO. PLATE NO A-1497 OR APPROVED EQUAL. 5. FRAME AND COVER SHALL BE COATED WITH BITUMINOUS PANT. 1/2" 1'-0" C-2 Q/ Q p IMH 10/31/0 11 REVISED FOR RECORD DRAWINGS °ES'° BY: NL CDM IMH 5/16/0 DELETED DETAIL DET. C NOTES REGARDING CARRIER PIPE SPACER AND SKIDS. N HCF Cam � McKee Inc. p T_ DRAWN 9Ys REH °O 4REH 5/17/0 DELETED DET. K- REVISED DET. A. ADDENDUM $0 C14 SHEET CHK'D BY:� Offignmw 2920 Inland Empire Boulevard. Suite 108 REH 4/11/00 MODIFIED PIPE ZONE BEDDING AND ADDED CLASS C BEDDING SPEC.DKT oonaect�ow Ontario. California 91764 :n REH 11/19/9 EDITS TO DETAILS B ANDD CROSS CHK'D BY: � (909) 945-3000 LO APPROVED BYE RWC CN � . ENGINEER CITY NO.APPROVAL DATE APPROVAL DATE REMARKS DATE: 2-24-99 O Izzat Hamaw[, P.E. 4T330 Date STAINLESS STEEL x"46 SPACERS. 3-REQ'D BANDS, - IrER SPACER SET. CER ET SET ON LAtIrCARRER PIP T (2 SETS ALL ANNULAR SPACES BETWEEN PIPE) CASING AND CARRIER PIPES TO CARR BE BLOWN FULL ALL AROUND ��, INT D WITH STABILIZED WELL GRADED QQ' FINE GRANULAR MATERIAL P QQ MINIMUM SOA 4" (102mm) JACKING/ RECEIVING PIT STEEL CASING PIPE END VIEW CASING PIPE SHEETING AND BRACING 6'-0"* 12"f TO BE REMOVED UNLESS SEAL ENDS OF (1.8mf) (305mm*) ORDERED LEFT IN PLACE CASING W/ CONC 6" TYP BY THE ENGINEER TO A THICKNESS (152mm) OF 8"(203mm) TYP (TYP) JACKING/RECEIVING PIT i I CARRIER PIPE CHAMFERED SLOT ENDS OF W ACERS IDE VIEW (TYP ASY SLIDE N T WELD J0�lTS 1. CASING PIPE JOINTS SHALL BE CONTINUOUS WELDED WITHOUT DEFLECTION. 2. SEE PIPELINE PROFILE FOR LIMITS OF CASING PIPE. 3. SEE PLANS FOR CASING PIPE DIMENSIONS AND SPECIFICATIONS (SECTION 02151) FOR OTHER DETAILS. 4. COMPLETED CASING PIPE INTERIOR SMALL BE SWABBED W PRIOR TO CARRIER INST _ _ PULLED THROUGH 5. CARRIER PIPE SHALL BE SUCCESSFULLY TESTED PRIOR TO FILLING ANNULAR SPACE BETWEEN IT AND THE CASING. 6. CONTRACTOR SHALL SUBMIT METHODS AND MATERIAL TO ENGNEER FOR REVIEW PRIOR TO INSTALLATION. 7. SEE GEOTECHNICAL REPORT FOR SOL INFORMATION. REVISE AS REQUIRED TO MATCH RECOMMENDATIONS. STEEL CASING PIPE DETAILK00c NOT TO SCALE C-3 INV EL=975.57' NEW 18" VCP CONNECT TO 1'-8" MIN .. MH NO.] CORE CUT HOLE PIPE O.D. + 2" MAX. FILL VOID WITH CLASS D MORTAR EXIST 18" VCP STUB OUT W/ PLUG f f • f. FILL EXIST CHANNEL b' AND STUB OUT WITH CLASS D CEMENT MORTAR EXIST INV EL -975.4'* NOTES: 1. CLASS D MORTAR PER SSWPC SECTION 201-5.1. EXIST 18" VCP 2. MANHOLE REMODELING SHALL BE IN ACCORDANCE WITH SSWPC 306-6. EXISTING MANHOLE MULBERRY-SLOVER CONNECTION DETAIL KF 1/2" = V-0" C-1 FLUSH WITH CHANNEL WALL A!` D A VC►ICUT SEE PAVEMENT SCHEDULE FOR REQUIRED THICKNESS SEE TYPICAL PIPE TRENCH DETAL FOR FILL REQUIREMENTS EXISTING AGGREGATE BASE OR PCC PAVEMENT SEE NOTE 3 EXISTING PAVEMENT SEAL EDGES W/ TACK COAT CTIAIP` PRIME COAT PAVEMENT SCHEDULE PAVEMENT AREA (STREET NAME) THICKNESS (INCHES) EXIST AC (T) A B C SLOVER AVE 4 6.5 6 12 CALABASH AVE 2 5.25 6 12 VALLEY BOULEVARD 2.5 - 12 7.0 6 12 CHERRY AVE 3.5 6.0 6 12 NOTES: 1. SUBGRADE AND AGGREGATE BASE SHALL BE N ACCORDANCE WITH SSPWC AND SPECIAL PROVISIONS SECTION 301. 2. AC PAVEMENT SHALL BE IN ACCORDANCE WITH SSPWC AND SPECIAL PROVISIONS SECTION 302-5. 3. AC PAVEMENT ON VALLEY BLVD IS UNDERLAIN WITH 5 3/4" TO 8" OF PCC PAVEMENT. SAW CUT PCC PAVEMENT 12" BEYOND THE TRENCH PAY LIL41TS ON BOTH SIDES OF THE TRENCH AND REMOVE. PAVEMENT PATCH DETAIL rD NOT TO SCALE - N173 #5 EPDXY COATED LIFTING HOOK REBAR LIFTING HOOK BELL END STUB 1'-4" MIN FILLED WITH NON -SHRINK GROUT ? I v®_ s" ; I 6N 2 x5 HOOKS 1. FOR PLUGS TO FIT BELL END OF PIPE. FABRICATE FROM SPIGOT END OF PIPE. MINIMUM LENGTH OF PLUG SHALL BE V-4". 2. SHOP DRAWINGS ARE REQUIRED FOR PIPE PLUGS FOR ALL PIPE MATERIALS TO BE USED ON THIS PROJECT. 3. ALL PIPE NOT CONNECTED TO ANOTHER PIPE SHALL BE FITTED WITH A PIPE PLUG. PIPE PLUG DETAIL H NOT TO SCALE - 1 !' T �!�!► @t AT 33-3/8" 16-11/16" 30" in a o MANHOLE FRAME AND COVER DETAIL ri NOT TO SCALE - FACE OF \ CONC WALL - POLYPROPYLENE T B MANHOLE WALL SHELF COATED ASTM A615 GRADE 60 STEELtoo- PLASTIC SHEET &4 REBAR HELFBOND BREAKER (20 MIL MIN ;._ • ft / l4 "� fFIRM{ { SHAPED INVERT f CHANNELON- - y B LEAN CONCRETE SECTION B -B NON -SHRINK GROUT TEMPORARY CHANNEL PLUG DETAIL G NOT TO SCALE - RECORD DRAWING DATE: I `- L S' o L BY: � Cwv Dl'ESSCI & McKee CIN OF FONTANA VALLEY BOULEVARD TRUNK SEWER FROM BEECH AVM� MULBERRY AVENUE l cy CITY Enalnex Date w J 0 z Q N w_Q <w > J U_ o_ w w v, c- 8" VCP TEE 8" VCP SEWER -CONCRETE ENCASEMENT 8" VCP BEND UNDISTURBED EARTH NOTES: 1. FOR ADDITIONAL CONSTRUCTION REQUIREMENTS SEE PLAN AND PROFILE SHEETS AND DETAILS A AND B THIS SHEET. DROP MANHOLE (MH NO. 13 AND 17) DETAIL rL NOT TO SCALE - MISCELLANEOUS DETAILS I CDM PROJECT NO. 2455-21724 FILE NAME: CSDOOC18.dwg 21 OF 24 SHEET NO. CA a DWG N0: 2575 PROJ N0: NOTES: 1. CAST IRON SHALL CONFORM TO ASTM A-48 CLASS 35 B. 2. WEIGHT OF FRAME SHALL BE 304 lbs - 352 lbs WEIGHT OF COVER SHALL BE 290 lbs - 336 lbs. E A 3. THE LETTERS "S" SMALL BE CAST INTO THE TOP OF THE COVER WITH A LINE - WIDTH OF 1/2", A HEIGHT OF 2 1/2". AND BE FLUSH WITH THE FINISH : SURFACE OF THE COVER. N 4. MAHOLE COVER SHALL BE ALHAMBRA ' FOUNDRY CO. PLATE NO A-1497 OR APPROVED EQUAL. 5. FRAME AND COVER SHALL BE COATED WITH BITUMINOUS PANT. 30" in a o MANHOLE FRAME AND COVER DETAIL ri NOT TO SCALE - FACE OF \ CONC WALL - POLYPROPYLENE T B MANHOLE WALL SHELF COATED ASTM A615 GRADE 60 STEELtoo- PLASTIC SHEET &4 REBAR HELFBOND BREAKER (20 MIL MIN ;._ • ft / l4 "� fFIRM{ { SHAPED INVERT f CHANNELON- - y B LEAN CONCRETE SECTION B -B NON -SHRINK GROUT TEMPORARY CHANNEL PLUG DETAIL G NOT TO SCALE - RECORD DRAWING DATE: I `- L S' o L BY: � Cwv Dl'ESSCI & McKee CIN OF FONTANA VALLEY BOULEVARD TRUNK SEWER FROM BEECH AVM� MULBERRY AVENUE l cy CITY Enalnex Date w J 0 z Q N w_Q <w > J U_ o_ w w v, c- 8" VCP TEE 8" VCP SEWER -CONCRETE ENCASEMENT 8" VCP BEND UNDISTURBED EARTH NOTES: 1. FOR ADDITIONAL CONSTRUCTION REQUIREMENTS SEE PLAN AND PROFILE SHEETS AND DETAILS A AND B THIS SHEET. DROP MANHOLE (MH NO. 13 AND 17) DETAIL rL NOT TO SCALE - MISCELLANEOUS DETAILS I CDM PROJECT NO. 2455-21724 FILE NAME: CSDOOC18.dwg 21 OF 24 SHEET NO. CA a DWG N0: 2575 PROJ N0: