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Home My WebLink About3977-4E1 B .0-, B PLAN (SHAFT NOT SHOV8,11 STREET GRADE EDGES TO BE ROUNDED ' - Tn 75 mm I3') R - - c tom N .f OF SPUR 7E N, ��- ALL STEEL P.E(IIF. ISM a loo mm (��; c► �i •) Oo, - DETAIL "N" PLAN (RINGS ANO COVER NOT SHOWN) SEE NOTE I MANHOLE FRAME COh1CRETE ,RINGS - STREET GRADE NO C G':'`1? P`ft PER STC. FL;^.h! 3?-: m m a 5 !r^ STD_ PLAN 630 �� (5-j1.) OMIT THIS STEP ; IN PAVED STREET: �� ;� RING SEAT �- MI llNHGLE 5H46F T 225 mcn (1)' J PER S TD. •100 mm 06') FOR '[-� � 61C mm � � :� •_ PLAN 324 PAVED STREETS. --QOM? mm (3-0') .r50 mm(C -C 1 } E _ -q (5 1 U STREETS FOR UN- T 1050 m LY -61T w PAVED STREETS t- 1 5mmli'1 �0 125 mm x 50 mm (5'%2') PIPE SEAT _ t,, - ROUND EDGES 115 mrn f ( d tnu - OF INLETS (1/2-1/ `i' v ROUND EDGES INLET ELEJ%I'ION EJECTION �,-C .PRLIES aT T1115 rOINT SECTION A -A STATION LINE 200 ram (81 t `•' Ii IQQ mm 2T-20;"? nm 200 mm 1B') !�- s rEas T X50 mm I , II I�?O mm t-200 mm (8') OPTIONAL BOTTOM P101NTS. SEE NOTE 5 SECTION B -B TABLE 13F JALUES FCR '1 iSEE NOTE i) SECTION PaVFp STREET UNPAVED STREET MAX. MIN. MAX. '.AIN. A -A B67 mm (2'-10 IJ?•1 1060 mm (3'-6') rnrn {!l`) "l7 mm (i3 i��`) dib mm (Ic;-) 3$b mm AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BV THE MANHOLE PIPE TO PIPE (ONE OR BOTH STANDARD FLAN METRIC PUBL�C WORKS STANDARDS INC.. GREENBCOKC0PAMITTEE IWV Q �-ym MAIN LINE ID'S 8251 � �! � � 4�') OR SMALLER) 321 - 1 `�EV ��96 SHEET 1 OF:: USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 15M 0 300 mm (-4 0 12- L/2 (TYP.) 7-4k. 150 r � I 330-C-23 (560-C-3250) CONCRETE 25 mm (I') (TYP.) { . L T 300 mm 02'1 300 mm (12') 100 mm (4•) 450 mm (18') 300 mm (12') 125 mm (5') 600 mm (24') NEW OR 150 mm (6') 750 mm (30'] 450 mm (18') C�o EXIST. PIPE 450 mm (18') 225 mm (9') 1050 mm (42") 450 mm (18') 225 mm (9') FLOW 250 mm 00'] 1425 mm (57') 450 mm (18.1 250 mm 00') 1500 mm (60' 525 mm (21") I 1650 mm (6v' FX r.- 275 mm (II'} 1800 mm (72') 600 mm (24. 1 o' SS I / �'PE FOOL <A 15M 0 300 mm �L (•4 a 12") 3-15M (64) CIRCULAR TIES. SEE NOTE 9 CUT NO. 2 LINE - 150 mm 6') MIN D L T 300 mm 02'1 300 mm (12') 100 mm (4•) 450 mm (18') 300 mm (12') 125 mm (5') 600 mm (24') 300 mm (12'] 150 mm (6') 750 mm (30'] 450 mm (18') 175 mm (7') 900 mm (36') 450 mm (18') 225 mm (9') 1050 mm (42") 450 mm (18') 225 mm (9') 1200 mm (48•) 450 mm 08') 250 mm 00'] 1425 mm (57') 450 mm (18.1 250 mm 00') 1500 mm (60' 525 mm (21") 275 mm {II') 1650 mm (6v' 525 mm (21') 275 mm (II'} 1800 mm (72') 600 mm (24. 300 mm (12'1 0 -- o -CUT NO. 2 LINE 150 mm CUT NC 3.14 (D0 DETAIL "A" (SEE NOTE 10) SONO -TUBE, OR EOUAL, INTERIOR FORM CUT NO. I: 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. 2: SAW THE TUBE LONGITUDINALLY REMOVING A STRIP 3.14 (Do -D ) WIDE ON THE SIDE OPPOSITE THE OPEN JOINT. BEND -THE ENDS OF THE CUT TOGETHER AND INSERT THE TUBE IN THE PIPE. Z3 D If Y4 co I =1 - cni Cl C%4 " _AA, C> STANDARD PLAN Ad1 RIC - 321 - 1 SHEET 2OF2 MANHOLE PIPE TO PIPE(ONE OR BOTH MAIN LINE IDS 825mm(3,359)OR SMALLER Q (21') OR LESS DIAL 600 mm (24") TO 750 mm (30") TWO WORKING 825 mm (33") TO 1425 mm (57") BEFORE 11500 mm (60") TO 18100 mm (72") DAYS BEFORE YOU DIG YOU DIG 0 TOLL FREE 1-800-227-2600 o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT Q 1191 (..1\ I %j OF PIPE DETAIL "B" TYPICAL JOINT FOR REINFORCED CONCRETE PIPE REV. I REVISION DESCRIPTION NOTES i. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mrn (2'-10 II2") FOR PAVED STREETS OR 1060 mm (3'-5') 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'-6") OR LESS. c. H (IN SECTION A -A AND B -B) SHALL NOT BE LESS THAN 1.2 rn 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 ( I N SECTION C -C) SEE NOTE 1. 3. L SMALL BE 1.2 In (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 (8') FOR VALUES OF H UP TO AND INCLUDING 2.4 m (8' -Gs) AND 250 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, GRADE 300(ASTM A 615" GRADE 40), AND SHALL TERMINATE 40 mm U 1/2") CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN. 7. FLOOR OF MANHOLE SHALL 8E 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 THIN 200 mm (80). 10. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm (14") TO 375 mm (15") OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (240) ABOVE THE LEDGE AT THE SIDE OF THE MANHOLE. AMERICAN PUBLIC VVORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN Ad1 RIC - 321 - 1 SHEET 2OF2 MANHOLE PIPE TO PIPE(ONE OR BOTH MAIN LINE IDS 825mm(3,359)OR SMALLER NOTES I. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE EXCEEDS 10 PERCENT. c. FOR CURVE JOINTS (SEE DETAIL B. SHEET 1) IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR, SPACE THAT IS GREATER THAN 25 mm (I"), BUT IS LESS THAN 75 mm((31 A CONCRETE COVER IS REQUIRED 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 75 mm (3"). BUT LESS THAN 150 mm (61. A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR SP,'CE IS 150 min (61 OR GREATER, A TRANSITION STRUCTURE IS REOUIRED. D. 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 AND T SHALL BE THOSE OF THE LARGER PIPE. D= DI OR D2, WHICHEVER IS GREATER. B. WHEN DI IS EQUAL TO OR LESS THAN D2, JOIN INVERTS AND WHEN 01 IS GREATER THAN D2. JOIN SOFFITS. 5. FOR PIPE LARGER THAN 1800 mm (72") SPE(,I,=L 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). 8. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR TIES SHALL BE D+{2X WALL THICKNESS) + T. 0. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS GREATER THAN 525 mm (21") AND ON ALL PIPES WHERE THE SPACES BETWEEN THE EXTREME OUTER ENDS IS 75 mm (31 OR LARGER. CIRCULAR TIES PIPE DIAMETER N0. OF CIRCULAR TIES 525 mm (21') OR LESS 3 600 mm (24") TO 750 mm (30") 3 825 mm (33") TO 1425 mm (57") 4 11500 mm (60") TO 18100 mm (72") 5 WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (3'). THE NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN APPROXIMATE SPACING OF 150 mm O.C. 10. WHERE THE PIPE IS 525 mm (21") 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 IS 600 mm (24") OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR THE INTERIOR JOINT SHALL' BE COMPLETELY FILLED WITH MORTAR AND NEATLY POINTED. II. 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. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN META1c SHEET 2 OF 2 CONCRETE COLLAR FOR RCP 300 mm 12" THROUGH 1800380-3mm(72" DATE I ENGR.I CITY I DATE • �• • • • i'+Z. PREPARED FOR: M WALNUT LLC 10370 TRADEMARK STREET RANCHO CUCAMONGA, CA 91730 TEL (903) 291-7600 FAX (909) 291-7630 It. 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 (42') INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (33") OR LESS.) STANDARD PLAN 320 OR STANDARD PLAN 322 IS NOT APPLICABLE WHERE THE MAIN LIME CONDUIT IS LESS THAN 900 [RM (36') IN DIAMETER. B. SEE SECTION A - A. THE MAXIMUM S 1 ZE 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 rnrn (8') THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM THE END OF THE RCP, SHALL BE A MINMUM OF 150 mm (6"). 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. 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 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 (36') 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 €NGLISH UNITS ARE USED, ALL VALUES USED FOR �41VSTRUOTION SHALL BE ENGLISH UNITS. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT 900 Irm (361) WITHOUT REDUCER 326 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 914 mm (36") WITHOUT REDUCER 630 610 mm (24") MANHOLE FRAME AND COVER 633 914 mm (36") MANHOLE FRAME AND COVER G�5 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP o�raNA� BENCHMARK CITY OF FONTANA BU -36T R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER OF BASELINE AVENUE AND SULTANA AVENUE. ELEVATION: 1365.01, SINCE DESTROYED SITE BENCHMAFRK SW CORNER, SEC. 31, TAN., N., R.5W., S.BM.-2" I.P. WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF BASELINE AVENUE AND CITRUS AVENUE. ELEVAU NI: i3 516 Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 ( 09) 356-1815 Fax (909) 356-1795 David S. Hammer, A.C.E. 43976 Date (expires 6/30/2007) Q/ BY ,4LL/��O EiYG//YEE.e/NC� OcAf .QLlYMO�YO �/..9LLA2D IJ,�T� 2CE 3G06Z �'� G/tel/2 QRpFESS /0 �<v�OQ• 2n ANV w, No. 43976 m Exp. 6/30/07 CIV lL ��\P F0F CAL\FO Qgpl'ESS'/o 0 J. CIO �p cm O m o"'c NO.36052 =0 �. 6-30-20 sl crvlL �,�z zsi CAUs CITY OF FOWANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLANS DRAWN TRACT NO 16723 SCALE: AS NOTED DESIGNED BY: ; ' j DEALS DATE: ML OCTOBER, 2005 CHEC BY: APP Y' DRAWING NO.: 4 mi DATE:�� E R.C.E. 115 � . 39TI 4 I Filename: M:\dwg\15931\Final Design\STORM DRAIN\16723 SDD4.dwg