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Home My WebLink About3894-5E06E6 TO TIE ItbtllrxlE TO 75 wwn 130) R Rs ID OF Spun s ISO t (4•) MIN. ALL STEEL REINF. ISM • 100 w (04 ♦ 44) OC PLAN (S~T NOT SHO sa�wnr.r JL DETAIL •N• PLAN 1XIM1�S AND COVER NOT SHOWN) IY"M.,I�iI11Y��i��YI11 11. ,ilOA/.1. SEE NOTE 1 STREET GRADE MANHOLE FRAME CONCRETE RINGS AND COVER PER PER ETD. PLAN 324 - w� STD. PLAN $30 OWT THIS STEP MANHOLE IN PAVED STREET$► - t PIER STO. 4400 me (161) FOR PLAN 324 PAVED STREET$. • STREETS REETE FbR Y!7- '�' PAVED STREETS 1 125 30 am 4$*x2•) PIPE SEAT ._ , St .r..' ROF N+D ETIs `) ROUND Eo"$ INLET ELEVATION APPLIES AT THIS POINT SECTION A -A STATION LINE ---�� 'r,� 900 xan (31-0.1 200 mn 49") --- + T 1 79ma5 II � 1 TOO iiiIiiiii I A 200 #Mel (8114 OPTIONAL SOTTOO - SECTION B" -B STEPS 450 mm (160) mm too) POINTS. TE S STREET GRADE 23>�x2's IS*d') RING SEAT � we SECTION C -C IIINIII[ s=111 f - TAftt Of 1VALt)EM NO 13 �ECT#pi NPA T UNIX will I wiuc. I im". A -A Ir.) I 11000 snw { -C U meEtW**) wMll 4i III') L449 SM 06h 0 sssw (151 AMERICAN MISLIC WOWS ASSOCI4A1ION - OCK)TH1EM CALIFORN{A CHAPTER MANHOLE PIPE TO PIPE ONE OR BOTH MAIN LINE IDS 828mm 33 1 OR SMALLER ANHOLE PIPE TO PIPE C/�N�E ORt BOTH �+��A ME I�,►�t VC. +3MIEE*rMDCSw[ I r, @,E MAN IM � 33" OR SIMAUER 321 " 1 a" (NIS z SHEET 1 OF 3 U" VINTH STANDARD' EP�IcAlmm POR "A t.1c V1100" NOTE I, WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (2'-10 1120) FOR PAVED STREETS OR 1060 mm (3'-6") FOR UNPAVED STREETS. CONSTRUCT SHAFT PER SECTION C -C AND DETAIL -W. DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF ISO rnlrrl (69 WHEN LARGER VALUES OF M WOULD REDUCE H IN SECTION C -C, TO 1060 mm (3'-6") OR LESS. 2. H (IN SECTION A -A AND 8-8) SHALL NOT 8E LESS THAN 1.2 m (4'-00). BUT MAY BE INCREASED PROVIDED THAT THE VALUE OF M SHALL NOT BE LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL BE USED, FOR H (IN SECTION C -C) SEE NOTE 1. 3. L SHALL BE 1.2 m (4'-0") UNLESS OTHERWISE SHOWN. L MAY BE IN- CREASED OR LOCATION OF MANHOLE SHIFTED TO !MEET PIPE ENDS. BUT ANY CHANGE IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER. 4. T SHALL BE 200 mm (81 FOR VALUES OF H UP TO AND INCLUDING 2.4 m ($'-0*) AND 230 mm (10") FOR VALUES OF H OVER 2.4 m (8" -0"). 5. STATIONS OF !MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. SEE NOTE 3. 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRAM: 300(ASTM A 61:5. GRADE 40). AND SHALL TERMINATE 40 mm (1 1121) CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN. 7. FLOOR OF MANHOLE SHALL. BE STEEL TROWELED TO SPRING LINE. 8. BODY OF MANHOLE SHALT. BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY BE PLACED AT SPRING LINE. 9. THICKNESS OF THE HECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN 200 mm (8"). 10. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm (140) TO 375 mm (150) OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24") ABOVE THE LEDGE AT THE SIDE OF THE MANHOLE. AMERICAN PUBLIC VWRKS ASSOCIATION - SOUTHERN CAUFORN1A CHAPTER STANDA" Pain 321-1 SHEET 2OF3 MANHOLE PIPE TO PIPE ONE OR BOTH MAIN LINE IDS 828mm 33 1 OR SMALLER 11. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. MAIN LINE = 825 mm (330) INSIDE DIAMETER OR LESS. (EXCEPTION - IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 900 mm (36") TO 1050 mm (420) INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (331) OR LESS.) STANDARD PLAN 320 OR STANDARD PLAN 322 IS NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 900 mm (36") IN DIAMETER. B. SEE SECTION A - A. THE MAXIMUM SIZE LATERAL THAT MAY BE CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM THE OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 200 mm (80) THICK TOP OF THE MANHOLE CHAMBER. MEASURED VERTICALLY FROM THE END OF THE RCP. SHALL BE A MINMUM OF 150 mm (60). C. IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE-SPECIFIED MINIMUM DISTANCES CANNOT BE MAINTAINED. THEN ONE OF THE FOLLOWING ALTERNATE SOLUTIONS MUST BE USED. 1, PROVIDE A SPECIAL STRUCTURE. 2. PROVIDE TWO STANDARD STRUCTURES. CONSISTING OF THIS MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE JUNCTION STRUCTURE OR TRANSITION STRUCTURE. 12. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 UNLESS OTHERWISE SHOWN. 13. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. " 14.- WHERE A MANHOLE SHAFT - 900 mm (360) WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 336. 15. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 328. 16. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (35") WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329. 17. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING !BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN= 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 mm (360) WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT -- WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 914 mm (360) WITHOUT REDUCER 630 610 mm (24") MANHOLE FRAME AND COVER 633 914 mm (361) MANHOLE FRAME AND COVER 633 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION i SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 321`UC 1 MANHOLE PIPE TO PIPE f ONE C)R MAINLINE /BOTH ID'S 825mm 33 OR SMALLER SHEET 3OF3 AC -31 ALUMINUM CANAL (TATE 1 �_-OEI1. i -00 NIN N J -BULB SEAL DRAWING REPRESENTS SIDE V B_w OFTAPEREDSLIDEAGAMT J-SULSSEATING 2 PARTS LIST AC -31 ALIIMNNIM CANAL QATE Ns. olr. Q tAIUNrN�N�wNa.a, , z CDVW Ok bwm pr.) + 3 +bP P,.b WNNMM) + 4 POwsM+ B J -BULB SEAL DRAWING REPRESENTS SIDE V B_w OFTAPEREDSLIDEAGAMT J-SULSSEATING 2 Waterman PIPE INPTALLATION INEPITH SPIGOTBACK 10 SEAT DETAIL FLATBACK/ FLANGEBACK DRAWING REPRESENTS TOP VIEW OF UHMW POLYETHYLENE GIBE INSERTS PARTS LIST AC -31 ALIIMNNIM CANAL QATE Ns. olr. D/IENSM N INCHES tAIUNrN�N�wNa.a, , z CDVW Ok bwm pr.) + 3 +bP P,.b WNNMM) + 4 POwsM+ B s Is=(surr..s.rrrN..e.a� , F H 12 T Howe H.s"." tawr..b.ry z s PIP. H.aN.. tsw+w,bri 4 414 b :wM ANOd1Y�y H.�dN•. (81.Y�.t + ,0 ap"d , Ift 32% 10 ,ab Psp tAuN�.wnd , ,oe "md-taw+...dwo AR Waterman PIPE INPTALLATION INEPITH SPIGOTBACK 10 SEAT DETAIL FLATBACK/ FLANGEBACK DRAWING REPRESENTS TOP VIEW OF UHMW POLYETHYLENE GIBE INSERTS THE SASE OF BEAFM 8 IEIA1sED ON THE WES7EFLY LMAL DESCM I SOL ENIM43M LINE OF THE N011TffAQT OtJAR'T81 OF SECTION 211,O�nMx Flom« ALaus�-�c�E AND Assoc. T,q �IV1\ TOWNIIHP 1 NORK RAN13E 6 MIST, WM Ass MMOMIIM BEII1ICI A ISBDNISION OF A FORT OF THF NORTHEAST 1/4 OF SECTION 28 AND A PORTION OF THE NORTHWEST Mo Wa dow Ckde 1011 K Ar"WAO SIIrNt FlCALF ON FNAL TRACT MAP NO SM y N BOOK 260, 1/4 OF SECTION SA WTH OF TOWNBW 1 NORTH RANGE 6 WISST, SAN , COUNTY OF SAN CWgm CA >➢�te 0 /r,, CA 92WO . AT 1'AOM 46 7HNOIUG>}166, NCLIIW*, N THE OFRCE 88lIAlDNO. PfiI (IIIOo) 279y4000 PfiF (714) 660--1626 RECORD �OFHS TCOUNff FECORMA OF SM �MIAlDNO Fu:(M) 273--2100 Far. OW 630-1016 -COUNTY, OEM NORTH 0Q'WBC YAW. BENCH MARK: r, DATE ENGR. CITY DATE SEAL-ENGWEER CITY OF FONTANA, CALIFORNIA DESCRIBED BY METROPOLITAN WATER DISTRICT SO.U U U AElIgy,4�-4�CASC CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT STORM DRAIN IMPROVEMENT PLANS INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE e COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL A M E N G I N E E R 1 N G DRAWN BY: SCALE: SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 IL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, � O.S.TRACT 16325-1 & 2 AS SHOWN FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 No. 56068 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 WATER QU ITY BASIN "C" FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO >a PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY: DATE: BEFORE DAYS BEFORE Exp- 06-30-06 T ""? DET L SHEET JUNE 2005 ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Y ❑ U DIG YOU DIG STANDARDS I N EFFECT. lf CIV 1�- ��! PREPAR D BY: ARIC M. TORREYSON R C. E. N0. 66068 CHECKED BY. 0 BY CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD OF CAL�� EXP. 06- 06 � � ORATING NO.: 5 MWDSC 31NCH BRASS DISK STAMPED 03M 1992". TOLL FREE 1-800-227-2600 Qfj� NAND 88 -1508.56 (FEET) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 2 RECORD Oj ,4W//VG S $�0a AMT Q •11. DATE' Z r"1 C.V.A ax. CI ENGINEER R.C.E. 51152 DATE: . 38� a AC -31 ALIIMNNIM CANAL QATE D/IENSM N INCHES GATE SIZE (DIAD Al I.D. A4 A6 O.D. O.D. B C D. E•• F H 12 1331 11% IIV* 21 6 26 10 414 22 16 16% 1414 147,4 25 9% 32% 10 414 28% 18 19% 17% 1714 28 11 37% 12 4% 33% 24 2534 24 34 14 46% 12 4% 42% 30 3114 30 40 18 5834 15 4% 54% 36 37% 46 21 67% 15 434 6331 42 43% 52 24 76% 16 5% 72% 48 49% EA 20% 93• 15R•- 5 67 54 55% 6314 31% 101• lfft' 6 95 60 61% OVA 34% 114W 15R•• 6 108 66 6734 75% 37% 12334• 15R•• 6 117 72 73% 81% 40% 13234' 15R•• 1 6 126 84 85% N% 4634 15214• 15R•• 7 146% • Db.mwbn born pas (mftbw b osnMlli of NR input shat •• 15• Hwxkra * THE SASE OF BEAFM 8 IEIA1sED ON THE WES7EFLY LMAL DESCM I SOL ENIM43M LINE OF THE N011TffAQT OtJAR'T81 OF SECTION 211,O�nMx Flom« ALaus�-�c�E AND Assoc. T,q �IV1\ TOWNIIHP 1 NORK RAN13E 6 MIST, WM Ass MMOMIIM BEII1ICI A ISBDNISION OF A FORT OF THF NORTHEAST 1/4 OF SECTION 28 AND A PORTION OF THE NORTHWEST Mo Wa dow Ckde 1011 K Ar"WAO SIIrNt FlCALF ON FNAL TRACT MAP NO SM y N BOOK 260, 1/4 OF SECTION SA WTH OF TOWNBW 1 NORTH RANGE 6 WISST, SAN , COUNTY OF SAN CWgm CA >➢�te 0 /r,, CA 92WO . AT 1'AOM 46 7HNOIUG>}166, NCLIIW*, N THE OFRCE 88lIAlDNO. PfiI (IIIOo) 279y4000 PfiF (714) 660--1626 RECORD �OFHS TCOUNff FECORMA OF SM �MIAlDNO Fu:(M) 273--2100 Far. OW 630-1016 -COUNTY, OEM NORTH 0Q'WBC YAW. BENCH MARK: r, DATE ENGR. CITY DATE SEAL-ENGWEER CITY OF FONTANA, CALIFORNIA DESCRIBED BY METROPOLITAN WATER DISTRICT SO.U U U AElIgy,4�-4�CASC CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT STORM DRAIN IMPROVEMENT PLANS INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE e COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL A M E N G I N E E R 1 N G DRAWN BY: SCALE: SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 IL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, � O.S.TRACT 16325-1 & 2 AS SHOWN FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 No. 56068 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 WATER QU ITY BASIN "C" FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO >a PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY: DATE: BEFORE DAYS BEFORE Exp- 06-30-06 T ""? DET L SHEET JUNE 2005 ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Y ❑ U DIG YOU DIG STANDARDS I N EFFECT. lf CIV 1�- ��! PREPAR D BY: ARIC M. TORREYSON R C. E. N0. 66068 CHECKED BY. 0 BY CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD OF CAL�� EXP. 06- 06 � � ORATING NO.: 5 MWDSC 31NCH BRASS DISK STAMPED 03M 1992". TOLL FREE 1-800-227-2600 Qfj� NAND 88 -1508.56 (FEET) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 2 RECORD Oj ,4W//VG S $�0a AMT Q •11. DATE' Z r"1 C.V.A ax. CI ENGINEER R.C.E. 51152 DATE: . 38� a