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Home My WebLink About3246-4EDGES TO BE ROUNDED TO 75 mm (31 R ,A -R=10 OF SPUR t :_150 mm (61 MIK ALL STEEL REIW.15M 0 100 mm (04 0 44 OC tC E _ 4-0-�-� DETAIL `N" PLAN o_ B (RINGS AND COVER NOT SHOWN) wPLAN SEE NOTE STEPS 450 Mrs (181 75 m z• - I (4') I ( •2T-200 mm iB'1 100 mm (4•) Too mm L 200 mm (0') 200 MM t8') ' OPTIONAL BOTTOM SEEDNoTIC STS. SECTION B - B TABL OF VALVES FOR M [SE NOTE 1) [7 PAVE STREET STREET UNAAvEO STREET Mlkt MiN. MAX. MIN J 867 �nm (2'-10 I/2.1 1060 ma I3'-61) C -C 282 min 111- 21f mll (d /2' 410 mm [16.1 380.mm (151) STREET GRAOE 23 mm z 25 mm t5'i1•) RING SEAT W tLo •� N(D a r N � J 1'- w .QS � s W tw SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION • SOUTHERN CALIFORNIA CHAPTER (SHAF'T.NOT SHOWN) STREET GRADE --MANHOLE FRAME CONCRETE RINGS P`7 T LINE ID'S 826MM (33') OR SMALLER). AND COVER PER PER STD. PLAN 324 --� $00. mm (2-) 150 mm (61 MAIN 450 mm (180 175 mm I71 STD. PLAN 630 OMIT THIS STEP T OF 9 USE WITH STANDARD SPECifIC/1T10NS FQR PUBLIC WORKS CONSTRUCTION 610 mx (24.1 I.N PAVED STREETS J 1500 mm (60. 525 ma (21•11 27S mm III•) MANHOLE 525 mm (2l'i 275 mm fill 1800 ma (?211600 mm (24. 300 ms 1121) SHAFT 225 mm (9•!- PER STD. 400 mm (tb•) FOR E W PLAN 324 PAVED STREETS. o �►e �_ '-0') 650 m900 mm (3m(2•-2OR`1 ^ STREETS FUNj- n m_ PAVED STREETS I25 mm z SO mm (5'z2') PIPE SEAT v T 7�6 IOSO mrA l3'- T ROUND LOGES OF INLETS DATE: 25 mm (S-) ROUND EDGES s � � -15 wo INLET ELEVATION APPLIES AT THIS POINT SECTION A -A STATION LINE 900 mm (3'-01 200 mm STEPS 450 Mrs (181 75 m z• - I (4') I ( •2T-200 mm iB'1 100 mm (4•) Too mm L 200 mm (0') 200 MM t8') ' OPTIONAL BOTTOM SEEDNoTIC STS. SECTION B - B TABL OF VALVES FOR M [SE NOTE 1) [7 PAVE STREET STREET UNAAvEO STREET Mlkt MiN. MAX. MIN J 867 �nm (2'-10 I/2.1 1060 ma I3'-61) C -C 282 min 111- 21f mll (d /2' 410 mm [16.1 380.mm (151) STREET GRAOE 23 mm z 25 mm t5'i1•) RING SEAT W tLo •� N(D a r N � J 1'- w .QS � s W tw SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION • SOUTHERN CALIFORNIA CHAPTER ►�nxc,�Tcn sv n+e MANHOLE PIPE'TO ITE ONE OR BOTH sr"'�D� " P`7 T LINE ID'S 826MM (33') OR SMALLER). 321 -1 $00. mm (2-) 150 mm (61 MAIN 450 mm (180 175 mm I71 tmSHEET ' 1 Wo T OF 9 USE WITH STANDARD SPECifIC/1T10NS FQR PUBLIC WORKS CONSTRUCTION `f lwy. V/ 6,q w.j ISM O 300 mm 04 O 12' L/2 1 TYP. FLOW n ISM O 300 mm 04 0 121 ---� ISO mm CUT NO. 2 LINE 330-C-23 1560-C-32501 CONCRETE 25 mrs (1') (TYP.) D L T 300 mm (I21 300 mm 021 100 mm 14') 450 mm 061 300 mn Or) 125 MM 15.1 600 mm 1241 $00. mm (2-) 150 mm (61 750 mm (30') 450 mm (180 175 mm I71 900 mm (361 450 mm OW) 223 mm 194 1050 mm (42*1 450 mm (16') 225 mm 19'1 1200 mm (48' 450 mm (381 250 mm (101) 1425 mm (571 450 mnT Or) 250 mm U01 1500 mm (60. 525 ma (21•11 27S mm III•) 1650 mm (66• 525 mm (2l'i 275 mm fill 1800 ma (?211600 mm (24. 300 ms 1121) W (64) CIRCULAR TIES. NOTE 9 90• NO. 2 LINE i30 mn CUT NC 3.(4 Iva -- DETAIL 'A' (SEE NOTE 10) SONO -TUBE. OR EQUAL. INTERIOR FORM CUT NO. Is SAW THE TUBE AT AN ANGLE OF A/2 WITH THE TRANS- VERSE PLANE. REVERSE ONE SECTION AND TAPE BOTH SECTIONS TOGETHER FORMING THE DEFLECTION ANGLE A. CUT NO. 29 SAW THE TUBE LONGITUDINALLY REMOVING A STRIP 3.14 (DO -D ) WIDE ON THE SIDE OPPOSITE THE OPEN JOINT. SEND THE ENDS OF THE CUT TOGETHER AND INSERT THE TUBE IN THE PIPE. OF PIPE --•-�.- DETAIL _'B' TYPICAL JOINT FOR REINFORCED.CONCRETE PIPE AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER loFS CONCRETE COLLAR FOR RCP ST""►�� N MW>a4" o �na�eoaxcolowr 300 r n't f2' THROUGH f 800 mm 2' I 380-31 �cw AE t°" • • SHEET T OR 2, . USE WITH STANDARD SPECIFICAT)ONS FOR PUBLIC WORKS CONSTRUCTION NOTES 1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (2"-10 1/20) FOR PAVED STREETS OR 1060 mm (3'-60) FOR , UNPAVED STREETS, CONSTRUCT SHAFT PER SECTION C -C AND DETAIL 'N'. DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF ISO mm (64 WHEN LARGER VALUES OF M WOULD REDUCE H IN SECTION C -C TO 1060 mm (3'-69) OR LESS. 2. H (IN SECTION A -A AND 6-8) SHALL NOT BE LESS- THAN 1.2 m (4'-0'). BUT MAY BE INCKEASED 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'-01) 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 (80) FOR VALUES OF H UP TO AND INCLUDING 2.4 m (8'-00) AND 250 mm (100) 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. GRADE 3Cb(ASTM A 615. GRADE 40). ANO SHALL TERMINATE 40 mm (1 1/21) 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' mm (81. 10. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm (141) TO 375 mm 059 OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm 1240) ABOVE THE LEDGE AT THE SIDE OF THE MANHOLE. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PIAN MANHOLE PIPE TO PIPE(ONIE O�+xR� BOTH MAIN LINE 321-11 ' 'Vtt'S 825mm 33' OR SIIIIALLER SHEET NOTES t. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE EXCEEDS 10 PERCENT. 2. FOR CURVE JOINTS (SEE DETAIL B. SHEET U IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT IS GREATER THAN 23 mm (I'). BUT IS LESS THAN 75 mm((3'} - A CONCRETE COVERS REdUiRED IN ACCORDANCE WITH SUBSECTION 306 -1.2.4 OF THE SSPWC. IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT IS EQUAL TO OR GREATER THAN 73 mm (3"). BUT LESS THAN 150 mm (61. A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR SPACE 1$ 130 mm (61 OR GREATER, A TRANSITION STRUCTURE IS REQUIRED. . 3. CONCRETE 'COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON THE MAIN LINE. 4. CONNECTOR PIPES A: WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A CONCRETE COLLAR. L ANO T SHALL BE THOSE OF THE LARGER PIPE. 0=Ot OR D2. WHICHEVER iS GREATER. B. WHEN DI I$ EQUAL, TO OR LESS THAN D2. JOIN INVERTS AND WHEN D1 IS GREATER THAN D2. JOIN SOFFITS. S. FOR PIPE LARGER THAN 1800 mm 172.) SPECIAL COLLAR DETAILS ARE REQUIRED. 6. FOR -PIPE SIZE NOT LISTED USE NEXT SIZE LARGER. ' 7, REINFORCEMENT SHALL CONFORM TO ASTM A 615 M (A 615) GRADE 300(40). _ S. WNER1:- REINFORCINc3 IS.REQUIRED THE DIAMETER OF THE CIRCULAR TIES SHALL BE 0+(2X WALL THICKNESS) +•T. 9•. REINFORCING SHALL. Be USED WHERE THE PIPE DIAMETER 13 ' GREATER THAN 523 mm (211 AND ON ALL PIPES WHERE THE SPACES BETWEEN THE EXTREME OUTER ENDS IS 75 mm (31 OR LARGER. CIRCULAR TIES, loFS WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 73 mm (31. THE • NUMBER OF CIRCULAR TIES SHALL BE INCREASED 70 MAINTAIN AN APPROXIMATE SPACING OF 150 mm (61 O.C. 10. WHERE THE PIPE IS 525 mm 1211 OR LESS IN DIAMETER AN INTERIOR FORM OF UNSEALED SONO -TUBE OR EQUAL SHALL BE USED TO PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE LEFT IN PLACE (SEE DETAIL A). WHEN THE PIPE 15 600 mm (24') OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR THE INTERIOR JOINT SHALL 8E COMPLETELY FILLED WITH MORTAR AND NEATLY POINTED. tL DIMENSIONS SHOWN ON THIS FLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALVES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAY 8E SUBSTITUTED FOR METRIC BAR SIZES. if ENGLISH UNITS ARE: USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH 00 mm 72' SHEETZ 2 5 AIDE DIAMETER N0. OF CIRCULAR TIES 525 mm t20 OR LESS 3 600 mm 11241 TO 750 mm (301 3 825 mm (33') TO 1425 mm (571 4 1500 mm (80") 70 1800 mm (721 UNITS. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER sTA µDARRD a'LAt+ CONCRETE COLLAR FOR RCF 1 380 t3 340 m 12 THROUGH 18 11. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE A. MAIN LINE x 825 mm 133') 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 THS MAIN LINE RCP UPSTREAM IS 826 mm (33') OR LESS.) STANDARD PLAN 320 OR STANDARD PLAN 322 IS NOT APPLICABLE WHERE THE MAIN LINE CONDUIT 13- LESS THAN 900 mm (360) IN DIAMETER. B. SEE SECTION A :- A. THE MAXIMUM SIZE LATERAL THAT MAY Be CONNECTED T4 THIS MANHOLE !$ SUCH THAT THE DISTANCE FROM THE OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 200 mm (81) • THICK TOP OF THE MAN}jOLE CHAMBER. MEASURED VERTICALLY FROM THE END OF THE ACP. SHALL BE A MINMUM OF 150 mrn t69. C. IF THt: SIZE OF THE LATERAL IS SUCH THAT THE ABOVE-SPECIFIED MINIMUM DISTANCES CANNOT BE MAINTAINEq, 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 830 UNLESS OTHERWISE SHOWN. 13. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS orHERwlsl SHOWN. 14. WHERE .A MANHOLE SHAFT - 900 mm (360) WITHOUT REDUCER 13 ' SPECIFIED REFER TO STANDARD PLAN 336. 13. WHERE A PRESSURE MANHOLE SHAFT •- WITH ECCENTRIC REDUCER 19 SPECIFIED REFER TO STANDARD PLAN 328. - , 16. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (367) 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. EXGtEP7 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 FOLLOWINt3 STANDARD PLANS PLANS ARE INCORPORATED HEREIN( 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 mm (369 WITHOUT REDUCER • 328 PRESSURE MANHOLE SHAIyT -WITH ECCENTRIC 324 PRESSURE MANHOLE SHAFT - 914.rnm (360) WITHOUT REDUCER 630 610 mm (240) MANHOLE FRAME AND COYER 633 914 mm (362 00 mm 72' SHEETZ 2 ). MANHOLE FRAME AND COYER 636 STEEL STEP • 636 POLYPROPYLENE PLASTIC STEP PREPARED BY PR fESS/ oN p REV. REVISION DESCRIPTION DACE ENGR. an DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �r�ar�cl•ti��F-�,a-S�p�rvisi0n-�� CITY OF MONTANA, CALIFORNIA pq FIRM: 4 c I'll VOtANWAVVIA 9 L. raab engineering, Inc.RAa �ti� COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ADDRESS: 310 S. MAPLE ST., sTE. D O w No. 29616 DRAWN B o SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, Y 0 SCALE: CORONA, CA 928$0 cr :701 STORM DRAIN PLAN -- TRACT 16216 1 W TELEPHONE: ( ) 27 072 FAX: (909) 272-0166 DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED 13Y: DATE: � Exp. 3J31J03 � BEFORE DAYS BEFORE ,DETAILS AND SI'_ 101141ov ECIFICATIONS 27 AUG 2002 s P YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 29616 eZ C � _ -227-2Date : CHECKED 8Y: APP D BY: DRAWING NO.: SIGNATURE RCE DATE 4,1,Ofl TOLL ' VI CAI. � EO�� A PUBLICFREE BY UNDERGROUNDDSERYICE ALi°RT STANDARDS IN EFFECT. 3246 � + CITY ENGINEER R.C.E. 5115Z. DATE: �'