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Home My WebLink About3803-25I- B _/l PROMULGATED 8Y THE PU8lCWHKSn PIPE TO PIPE � EDGES TO BE ROUNDED AN xafly C..MANWOLE GREENNOOK CdNWMEE ,� TO 75 mm (3') R 1 1 REV 1006E • 1 +A USE WITH STANDARD SPECIFICATIONS FOR PUSUC WORKS CONSTRUCTION �� R=1D \ OF SPUR i ISO mm (60) .�.. ..._ MIN. +.. ALL STEEL REINF. I5M ift a C E If?Q rtn� t+4.4 4) OC �-, DETAIL 'N" PLAN (RINGS AND COVER NOT SHOWN) P LANSEE NOTE 1 11SHAFT NOT SNO1kN) STREETGRADE MANHOLE FRAME CONCRETE RINGS. AND COVER PER PER STD. PLAN 324 1111 STD. PLAN 630 OMIT THIS STEP (28.1 IN PAVED STREETS CD MANHOLE m SHAFT 225 min (9-11 PER STD. 400 mm (161) FOR w PLAN 324 PAVED STREETS. o w1i-rr--- 90d mm (3' -0.) 650 mm (T -21 0 STREETS FORUN- go PAVED STREETS "71 • T 125 mm x 30 mm 115'x29 PIPE SEAT 4FUtNDtt EDGES .r. 25.mm (59) ROUND EDGES 15 mm INLET ELE11aT10N STREET GRAVE 25 mm 1. 25 mm 115.11.1 RIEAT W NNG S co a to 0 Uj 1-- O > W N w � (1!2' APPLIES AT THIS SECTION C -C POINT SECTION A -A STATION LINE �-900 mm (3'-06) 200 mm (8•) --� ' -~STEPS T 450 mm (18.) L 100 mm (4"1 L+2T--200 mm 118') 100 mm (4•) 2 200 mm (8') 00 mm {8' OPTIONAL BOTTOM GRADE POINTS, SEE NOTE 5 S ECT I O N B -B TABLE OF VALUES FOR M ISEE NOTE 1) SECTION PAVED STREET UNPAVED STREET MAX- MIN. MAX. MIN. A -A 067 mm (2'-10 1/2') 1060 ma (3"-6•} C -G 1202 mm ill•) 1217 IMI Ie 1/20) 410 men (1610) 380 mm (15'}. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED 8Y THE PU8lCWHKSn PIPE TO PIPE � STANDARD P lA N METRIC AN xafly C..MANWOLE GREENNOOK CdNWMEE ,� 33�_ MAINLINEiQS825mm OR� LER321 1 REV 1006E SHEET I OF 3 USE WITH STANDARD SPECIFICATIONS FOR PUSUC WORKS CONSTRUCTION NOTES I . WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX !S` LESS THAN 867 mm (2'--10 11/20) FOR PAVED STREETS OR 1060 mm (3'-6') FOR UNPAVED STREETS. CONSTRUCT SHAFT PER SECTION C -C AND DETAIL "N'. DEPTH M MAY BE REDUCED TO. AN ABSOLUTE LIMIT OF 150 mm (60.) WHEN LARGER VALUES OF M WOULD REDUCE H IN SECTION C -C, TO 1060 mm (3'-60) OR LESS. 2. H (IN SECTION A -A AND B -B) SHALL NOT BE LESS THAN 11.2 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' -O') UNLESS {OTHERWISE SHOWN. L MAYBE 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 (8'--0') AND 250 mm (10') FOR VALUES OF H OVER 2.4 m (8'-O'). 5. STATIONS OFL MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER LINE OF SHAFT. ELEVATIONS: ARE SHOWN AT CENTER LINK OF SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. SEE NOTE 3. 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300tASTML A; 615, GRADE 40), AND SHALL TERMINATE 40 mm 0 1l2') CLEAR OF CONCRETE` SUR- FACES UNLESS OTHERWISE SHOWN. 7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. 8. BODY OF MANHOLE SHALL 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 DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN 200 min (8'). 10. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636, UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm (14') TO 575 mrn (IS") OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24`) ABOVE :THE LEDGE AT THE SIDE OF THE MANHOLE, AMERICAN. w PUBLIC V!I'ORKS,A3 SOCIATIOH SOUTHERN CALIFORNIA A CHAPTER STANDARD PLAN METRIC A M N L P P PIP HO E l E_TO E ONE CSR Bt)TN MAIN (..INE 321 1 'ID;S :825mr� 33 OR SMA If, THE FOLLOWING CRITERIA SHALL 6E USED FOR THIS. MANHOLE. A. tViAlN LINE = 825 mm (33") INSIDE DIAMETER OR LESS. (EXCEPTION - IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 904 mm t3601 TO 1050 mm 1142"? INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM I$ 825 mm (33") OR .LESS.) STANDARD PLAN 324 OR STANDARD PLAN:. 322 IS NOT APPLICABLE WHERE THE<MAIN LINE CONDUIT IS `LESS THAN 900 mm (36') IN DIAMETER. B. SEE SECTIdN -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 (8") THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM THE END OF THE RCP, SHALL BE A MINMUM OF 150 mm 1169.- C. IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE-SPECIFIED MINIMUM DISTANCES CANNOT BE MAINTAINED, THEN ONE OF THE FALLOWING ALTERNATE SOLUTIONS MUST BE USED. I. 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 COYER SHALL CONFORM TO STANDARD PLAN 630 UNLESS OTHERWISE, SHAWN. 13. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. 114. WHERE A MANHOLE SHAFT - 900 mm (364) WITHOUT REDUCER `IS SPECIFIED REFER TO STANDARD PLAN Safi. 15. WHERE A .PRESSURE MANHOLE SHAFT -- WITH .ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 32$. 16. WHERE A PRESSURE MANHOLE SHAFT - 914 mm(36") WITHOUT REDUCER iS SPECIFIED REFER., TO STANDARD PLAN 329. 17. DIMENSIONS SH -OWN ON .THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, AI.L VALUES' USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFQRC,ING BAR SIZES IN ENGLISH -UNITS MAY 8E SUBSTITUTED FOR ,METRIC BAR 'SIZES. !F ENGLISH UNITS .ARE USED., ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 324 MANHOLE SHAFT -WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 mm (36') WITHOUT.REDUCER 328 PRESSURE: MANHOLE SHAFT :- WITH- ECCENTR i C 329 PRESSURE :MANHOLE :SHAFT -- 91.4 mm (3611) WITHOUT REDUCER 630 610 mm 124') MANHOLE FRAME AND COVER 633 914 mm (36') 'MANHOLE FRAME AND COVER 635. STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION _.SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC MANHOLE `PIP E TO PIKE (ONE ORB QTH MAIN LIN E 321 1 a Fs IDS 2 SHEET Q 8 5m m 33 ORSMALLER). _ AMERICAN' P U 6L1 C ` WO RKS ASSOCIATION SOUTHERN CALIFORNIA CHAPTER STA LAN PROl�,t7L0A7ED6YTHE JUNCTIONSTRUCTURE �--- PIPE Ta:PIPE R4� PUBLIC vwmcs stA Nouzas INC.. � GREENIIOOt(COMA Z7 E �� I D �0 2 332 1 1984 O mm4 ttEv' isee USE WITH'STANDARD:,BPECiFIGATiON3`FOR PUBLIC WORKS` CONSTRUCTION sHEET20F LEER If, THE FOLLOWING CRITERIA SHALL 6E USED FOR THIS. MANHOLE. A. tViAlN LINE = 825 mm (33") INSIDE DIAMETER OR LESS. (EXCEPTION - IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 904 mm t3601 TO 1050 mm 1142"? INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM I$ 825 mm (33") OR .LESS.) STANDARD PLAN 324 OR STANDARD PLAN:. 322 IS NOT APPLICABLE WHERE THE<MAIN LINE CONDUIT IS `LESS THAN 900 mm (36') IN DIAMETER. B. SEE SECTIdN -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 (8") THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM THE END OF THE RCP, SHALL BE A MINMUM OF 150 mm 1169.- C. IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE-SPECIFIED MINIMUM DISTANCES CANNOT BE MAINTAINED, THEN ONE OF THE FALLOWING ALTERNATE SOLUTIONS MUST BE USED. I. 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 COYER SHALL CONFORM TO STANDARD PLAN 630 UNLESS OTHERWISE, SHAWN. 13. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. 114. WHERE A MANHOLE SHAFT - 900 mm (364) WITHOUT REDUCER `IS SPECIFIED REFER TO STANDARD PLAN Safi. 15. WHERE A .PRESSURE MANHOLE SHAFT -- WITH .ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 32$. 16. WHERE A PRESSURE MANHOLE SHAFT - 914 mm(36") WITHOUT REDUCER iS SPECIFIED REFER., TO STANDARD PLAN 329. 17. DIMENSIONS SH -OWN ON .THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, AI.L VALUES' USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFQRC,ING BAR SIZES IN ENGLISH -UNITS MAY 8E SUBSTITUTED FOR ,METRIC BAR 'SIZES. !F 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 (36') WITHOUT.REDUCER 328 PRESSURE: MANHOLE SHAFT :- WITH- ECCENTR i C 329 PRESSURE :MANHOLE :SHAFT -- 91.4 mm (3611) WITHOUT REDUCER 630 610 mm 124') MANHOLE FRAME AND COVER 633 914 mm (36') 'MANHOLE FRAME AND COVER 635. STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION _.SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC MANHOLE `PIP E TO PIKE (ONE ORB QTH MAIN LIN E 321 1 a Fs IDS 2 SHEET Q 8 5m m 33 ORSMALLER). _ AMERICAN' P U 6L1 C ` WO RKS ASSOCIATION SOUTHERN CALIFORNIA CHAPTER STA LAN PROl�,t7L0A7ED6YTHE JUNCTIONSTRUCTURE �--- PIPE Ta:PIPE R4� PUBLIC vwmcs stA Nouzas INC.. � GREENIIOOt(COMA Z7 E �� I D �0 2 332 1 1984 O mm4 ttEv' isee USE WITH'STANDARD:,BPECiFIGATiON3`FOR PUBLIC WORKS` CONSTRUCTION Q�pFESS BASIS OF BEARINGS LEGAL DESCRIPTION OWNER/DEVELOPER SOIL ENGINEER THE BASIS OF BEARING IS BASED ON THE WESTERLY BEING A SUBDIVISION OFA ALBUS-KEEPS AND ASSOC., INC. . LINE OF THE NORTHEAST QUARTER OF SECTION 23 CENTEX HOMES PORTION OF THE SOUTHEAST 1/4 1265 CORONA POINTE COURT 1011 N. ARMANDO STREET TOWNSHIP 1 NORTH, RANGE 6 WEST, S.B.M. AS SHOWN J, � OF SECTION 14, TOWNSHIP 1 NORTH, CA CIVIC. 92806 ON FINAL TRACT MAP NO. 13750, FILED IN BOOK 250, CORONA CA 92879 ANAHEIM q �� RANGE6 WEST SAN BERNARDINO PHS (951) 279-3000 PHS (714) 630-1626 � OF CA1.�F 0 AT PAGES 48 THROUGH 66, INCLUSIVE, IN THE OFFICE i MERIDIAN COUNTY OF SAN (951) 279-2100 FAX (714) 630 1916 OF THE COUNTY RECORDER OF SAN BERNARDINO FAX' BERNARDINO. COUNTY, BEING NORTH 00'30'24' WEST. SEAL -ENGINEER BENCH MARK: REV. REVISION DESCRIPTION DATE ENGR. CITY DATE Q CITY OF FONTANA, CALIFORNIA DESCRIBED BY METROPOLITAN WATER DISTRICT SO. Q�OF ESSIONq � CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE w SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COYOTE CANYON INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE o COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL '� c G. 0 � ARic M. TORREYSo ?� E Ill I (\l E E R! fel � DRAWN BY: SCALE: SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER STANDARD PLAN FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 ' � ssosa � 937 SOUTH VIA LATA SUITE 500 COLTON , CA 92324 O.S. AS SHOWN DIAL No. E.).�LS FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH Two W❑RKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO 4` �Exp.os-3o-osPH. (909) 783-0101 FAX (909) DESIGNED BY: DATE: 783-0108ATAUGUST BEFORE DAYS BEFORE 2005 ON THE NORTHWEST CORNER OFA 10 FOOT WIDEYGU DIG Y❑u DIGBRING THEM INTO CONFORMANCE WITH CONDITIONS AND 9�F clv�\- PREPA ED BY: ' ARIC M. TORREYSON R.c.E. No. ssoss APPR BY: CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD STANDARDS IN EFFECT. CA��F�� AT 06- 06 CHECKS Y. DRAWING NO.: 25 EXP MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". TOLL FREE 1-800-227-2600 OF C.V.A. - 88 - A PUBLIC SERVICE BY UNDERGROUND NAVD 1508.56 (FEET) SHEET 1 OF 2 SERVICE ALERT DATE: Y E GI N EER R.C.E. 51152 DATE: 3803 28 �■ 6i� ��.�� mow" � ®c�._