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HomeMy WebLinkAbout3694-120 C 0 a F DI B, I D BARS 75 mm (38) OC IOM(93) TIE BAR � P 4-20M(*6), E BARS At _ 975 mm (3'-3') LONG. SEE NOTE 2 D BARS - 75 mm (3') OC, , SEE NOTE 9 F Dz R=10 OF SPUR J OM(e3) TIE BAR v �I PIPE SEAT LEVEL, E Q' SEE NOTE 8 H ovi I U-1 E BARS � r' ! U-1 OPTIONAL OUTSIDE EDGE OF CONCRETE %iRTWOM-In f'ILtIVHMt° M: \aWg b4i 1 1 1 7 n% I l.7 -v I wnv PLAN """ (SHAFT NOT SHOWN) MANHOLE FRAME STREET AND COVER PER GRADE STD. PLAN 630 610 mm (240) MANHOLE SHAFT 125 mm x 50 mm � PER STD. (5'x2') co PLAN 324 PIPE SEAT 2 � 900 mm (3'-0') E BARS W W N -- lL O TIE BARS N STEPS-` .. TIE BAR -� E 125 mm {5') F F J BARS ROUND EDGES TO 75 mm (3') R SPRING LINE 15M(•4) Q 450 mm INLET (188) OC BOTH � ELEVATION WAYS TO BE USED APPLIES AT WHEN D2 IS 1500 mm THIS POINT (600) OR OVER__ CONCRETE RINGS 30F4 LARGER SHEET 2 OF 4 0 � P (2 4),(2 4 ) SECTION A -A PER STD. PLAN 324 OMIT THIS STEP IN PAVED STREETS H BARS ---"- 150 mm (69- 400 mm (164 FOR PAVED STREETS. 650 mm (2'-2*) FOR UNPAVED STREETS - EDGES TO BE ROUNDED TO 75 mm (31 R I.,- It 7D7 ') R r BARS I 0 P_ I 700 mm70wn F L+- GRADE POINTSLL . SEE NOTE 4 SECTION B -B STREET GRADE 125 mm x 25 mm (50x1') ^, RING SEAT E H BARS - E _ o - SEE TABLE Nm VARIABLE 2S ISO mm � Is•1 2 U E BARS 50 m IOM(93 OR •4) F_ _ (60)\ F TIE BARS ` J BARS ROUND '-� EDGES Lj TO 75 mm (3')R SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE MANHOLE PIPE TO PIPE MAIN LINE STANDARD PLAN PUBUC WORKS STANDARDS INC., METRIC GREENBOOK COMMITTEE 1992 113=900 mm (36") OR LARGER 320-1 Rte' IM TABLE OF VALUES FOR F D2 F 900 mm 36.1 165 mm 6 I/21 975 mm (391 180 mm 76 1050 mm (42') 190 mm (7 I/2') 1125 mm (451 195 mm (7 3/40)- 1200 mm (48') 205 mm (80) 1275 mm (51') 215 mm (8 I/21 1350 mm (54') 230 mm (9') 1425 mm (571 235 mm (9 1/4') ISOO mm (600) 240 mm (9 I/20) 1575 mm (63') 255 mm (100) 1650 mm (660) 260 mm (10 I/4') 1725 mm (69') 275 mm (10 3/4`) 1840 mm (720) 280 mm (II') 1950 mm (780) 300 mm (II 3/48) 2100 mm (840) 320 mm (12 I/2') 2250 mm (900) 335 mm (13 I/4') 2400 mm (960) 355 mm (149 2550 mm (102') 395 mm (15 I/2') 2700 mm (108') 405 mm (16') 2850 mm (114•) 420 mm (16 1/2') 3000 mm (1206) 430 mm (171 3150 mm 126') 430 mm 1171 3300 mm (132') 445 mm (17 I/20) 3450 mm (1381 30F4 LARGER SHEET 2 OF 4 0 � P (2 4),(2 4 ) . SEE NOTE 4 SECTION B -B STREET GRADE 125 mm x 25 mm (50x1') ^, RING SEAT E H BARS - E _ o - SEE TABLE Nm VARIABLE 2S ISO mm � Is•1 2 U E BARS 50 m IOM(93 OR •4) F_ _ (60)\ F TIE BARS ` J BARS ROUND '-� EDGES Lj TO 75 mm (3')R SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE MANHOLE PIPE TO PIPE MAIN LINE STANDARD PLAN PUBUC WORKS STANDARDS INC., METRIC GREENBOOK COMMITTEE 1992 113=900 mm (36") OR LARGER 320-1 Rte' IM TABLE OF VALUES FOR F D2 F 900 mm 36.1 165 mm 6 I/21 975 mm (391 180 mm 76 1050 mm (42') 190 mm (7 I/2') 1125 mm (451 195 mm (7 3/40)- 1200 mm (48') 205 mm (80) 1275 mm (51') 215 mm (8 I/21 1350 mm (54') 230 mm (9') 1425 mm (571 235 mm (9 1/4') ISOO mm (600) 240 mm (9 I/20) 1575 mm (63') 255 mm (100) 1650 mm (660) 260 mm (10 I/4') 1725 mm (69') 275 mm (10 3/4`) 1840 mm (720) 280 mm (II') 1950 mm (780) 300 mm (II 3/48) 2100 mm (840) 320 mm (12 I/2') 2250 mm (900) 335 mm (13 I/4') 2400 mm (960) 355 mm (149 2550 mm (102') 395 mm (15 I/2') 2700 mm (108') 405 mm (16') 2850 mm (114•) 420 mm (16 1/2') 3000 mm (1206) 430 mm (171 3150 mm 126') 430 mm 1171 3300 mm (132') 445 mm (17 I/20) 3450 mm (1381 30F4 LARGER SHEET 2 OF 4 SHEET 1 OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION TABLE OF VALUES FORM (SEE NOTE I) PAVED STREET UNPAVED STREET SECTION MAX. MIN. MAX. MIN. A -A 867 mm (2'-10 1/2") 1060 mm (3'-6") C -C 282 mm tll') 217 mm (8 I/20) 410 mm (160 30F4 LARGER SHEET 2 OF 4 445 mm (17 I/2') 3600 mm 144' 455 mm (18') ) 380 mm (IS') AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN MANHOLE PIPE TO PIPE MAIN LINE METRIC 320-1 D-- 900 mm (36") OR NOTES I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (2'-10 I/20) FOR PAVED STREETS OR 1060 mm (3'-6') FOR UN- PAVED STREETS, CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL 'N'. SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C -C. WHEN DIAMETER DI IS .1200 mm (480) OR LESS, CENTER OF SHAFT MAY BE LOCATED PER NOTE 2. 2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM DRAIN WHEN DIAMETER DI IS 1200 mm (480) OR LESS, IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45° WITH CENTER LINE AND OMIT J BARS. 3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN ON THE PROJECT DRAWINGS A. D2=2400 mm (96') OR LESS. L=1.7 m (5'-6"). P=130 mm (56) B. D2 OVER 2400 mm (96'), L=1.8 m (6'-0'), P=210 mm (8') L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED, D BARS SHALL BE CONTINUED 150 mm (60) OC. 4. 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. 5. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300 (ASTM A 615, GRADE 40), AND SHALL TERMINATE 40 mm (I I/20) CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN. 6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. 7. 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. 8. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F SHOWN ON TABLE SH. 2. 9. D BARS SHALL BE 15M(+4) FOR D2=975 mm(39') OR LESS. 15M(+5) FOR D2 =1050 mm (42') TO 2100 mm (840) INCLUSIVE AND 20M(+6) FOR D2=2250 mm (900 30F4 LARGER SHEET 2 OF 4 ) OR OVER. 10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT SPRING LINE UNLESS OTHERWISE SHOWN. II. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636 UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm (140) TO 375 mm (15') OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (240) ABOVE THE INVERT. 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE A. MAIN LINE = 900 mm (360) INSIDE DIAMETER OR LARGER. EXCEPT IF THE MAIN LINE RCP DOWNSTREAM OF MANHOLE IS 900 mm (360) TO 1050 mm (421 INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm ( 33') OR LESS STANDARD PLAN 321 SHALL BE USED. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN MANHOLE PIPE TO PIPE MAIN LINE 320 MET R - 1 IC _ ID -900 mm (36") OR LARGER SHEET B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR EQUAL TO I/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF THE UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE NOT THE SAME. THE GOVERNING INSIDE DIAMETER OF THE MAIN LINE SHALL BE CONSIDERED TO BE THAT WHERE THE EXTENDED CENTER LINE OF THE LATERAL ENTERS THE MANHOLE. C. IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO THE MANHOLE BE GREATER THAN 750 mm (300). 13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 UNLESS OTHERWISE SHOWN. 14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. 15. WHERE A MANHOLE SHAFT - 900 mm (36') WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 326. 16. WHERE A PRESSURE MANHOLE SHAFT -WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 328. 17. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (360) WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329. 18. 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 (36') WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT 914 mm (36') WITHOUT REDUCER 630 610 mm (240) MANHOLE FRAME AND COVER 633 914 mm (36') 30F4 MANHOLE FRAME AND COYER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN MANHOLE PIPE TO PIPE MAIN LINE 320 MET R - 1 IC _ I D-900 mm (36") OR QgoFEss�oH S Hq RECORD D®CUMEAT No. 43976 Exp. s=ro7 These Record Documents have been prepared based on information provided by others. The Design Professional has not verified the accuracy and/or completeness of this information and shall Rt be responsible for any errors or omissions 'c be i orporated herein as a res It Z 0 TE REV. REVISION DESCRIPTION DTE fNGR. CITY DATE ------- � Prepared BY: Q SHOULD ORIGINAL BENCHMARK of -SS/ CITY OF FONTANA CALIFORNIA CONSTRUCTION OF REQUIRED © RELO�•� 'pg -A W1aG5 eV X0`1 ��"� CITY FONTANA BM -361 r , ops IMPROVEiMIENTS NOT COMMENCE WITHIN PREPARED FOR: -m ALLARD ENGINEERING A' R.R. SPIKE IN PP N0. 1536697E AT THE SW CORNER CAPITAL IMPROVEMENT PROJECT PHASE o TWO YEARS OF THE DATE OF APPROVAL CITY Of fONTANA OF BASELINE AVENUE AND SULTANA AVENUE. Civil Engineering -Land Surveying -Land Planning ELEVATION: 1365.0.1, SINCE DESTROYED , DRAWN BY: SCALE: SHOWN HEREON AND CARRIED FORTH INA 8353 SIERRA AVENUE 8253 -Sierra Avenue � m -MAG STORM- DRAIN IMPROVEMENT PLANS DIAL Dlll(�NT MANNER, THE CITY ENGINEER MAY Fontana, California 9233.5 No. 43976 NCM AS NOTED TWO WORKING FONTANA, CA 92335 � Exp. 6%30/05 � DESIGNED BY: APWA DETAILS DATE: (909) 356-1815 Fax (909) � «< 356-1795 BEFORE DAYS BEFORE REQUIRE REVISIONS TO THE PLANS.. TO SITE BENCHMARK * * EW MARCH, Y 0 U DIG (909) 350--7610 SW CORNER, SEC. 31, TAN., -2 2005 Y ❑ U DIG R.5W., S. BM. I.P.Q- BR1NG THEM INTO CONFORMANCE WITH FAX (909) 350-.6618 WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF.0 I V t � CHECKED BY: APPRO BY: _ DRAWING NO.: 12 TOLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EFFECT BASELINE AVENUE AND CITRUS AVENUE. David S. Hammer, A.C.E. 43976 Date FoF F� A. PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CALF DSH ELEVA710M 139516 (expires 6/30/2005) - 7117 LARGER SHEET 4 OF 4 ENGI R R.C.E. 51 52 3694 14 \ 14yUi3 \f IIVHL UtJIli1V \JI UKM UKHIIV \f'F1HJt i \YYHUVU IHVtJU 1 L.aW9 �ti -.,� _��a