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Home My WebLink About3436-3UIz 8 0 TOLL FREE 1-800-227-2500 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT E E EDGES TC BE ROUNDFD v c / TO 75 rim (3'j R E ^ \ • Z' J of SPUR -150 mm ALL STEEL REINF. ISM 0 100 mm r•a n 4.1 r -r_ 21 Z F L:AN (SHAFr NOT S -TOWN) c TREET Cr ADE 610 mm (24') 1 . mm F L_?5 rrm 13') T W51) mm DETAIL "N" PLAN (PINGS AND COVEP NOT SNOWNI SEE NOTE I M"1111vLC FRAME CONI rl- E RINGS MANHOLE PIPE TO PIPE ONE OR BOTH STAN D4FDP-AN STREET CRADC AND COVFR PFR PER STD. PLAN 324 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 0F3 25 m 510. PLAN 630 pMl' THIS 5TE' �` rr /"155xl. x IN PAVED STRFFTS // FING SEAT AItSNIICLE �� t iWW SH4FT 225 mm 119-1 Wm PER STD- -ICO mm (161 FOR 61C. rnm7 na PLAN 324 PAVED STREETS ��'°'� (24-) v 1 r -9C0 mm I3• -O') 650 m'n (2-2.) } e X25 x+151 f �� STREETS FDR U`1-! T 1055 nrn (3-51 T -- w rAVED 3TFEETS --� / •' r 175 rra. (T -)I E a O -tc5 mm x 50 mm (5-:2') PIPE SECT POUND EOCES I 15 r a a (7F Irli_FT5 \ (I / 0-j �. H :UND EDGES 1 15 mm / Ii2 INLET ELEVATION GPPLIES AT THIS FOINT SECTION A -A STATION LINE -� �� 900 mrr (3'-0') 200 ST=PS T --45C mn 08.1 E, -1 100 mm (41 L4,eT-200 -nm (13'1 100 nm (4') 200 MM (8') 4mm- 1 OP I IONAL BOTTOM- GAUL POINTS. SEE NO I t t� SECTION B -B SECTION C -C TABLE OF VALUES Fe4 Al ;SEE NOTE I) S"CTI�N PPVCC STRcET JNRA(ED STREET Md X. AAI N. I MAY. _ M,". A -A 067 mm I/,IL d,6po -n.,,ia--67 C -C 282 mm (11'1 217 nm (B 1/2': 410 mn (16-: 380 mm (15') AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PnOMULGATCOIV7I.6 MANHOLE PIPE TO PIPE ONE OR BOTH STAN D4FDP-AN FIbLK VVUHKS 51ANUSHU'S IV::.. GFEFNHOIft-2 ITfEE IPC: METRIC MAIN LINE ID'S 825rnrn (. OR SMALLER) 321-1 aE✓ 19% USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 0F3 REV. I REVISION DESCRIPTION RX -C'09 > VIL-AW I&l (v DATE I ENGR.I CITY I DATE SHOULD CONSTRUCTION OF REQUIRED I IPROVEMEN5 NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DR)CENT MANNK THE CITY ENGINEER MAY REQIARE REVISIONS TO THE PUNS TO BRIM THEM INTO CONFORMANCE WffH CONDITIONS AND STANDARDS IN EFFECT NO TES I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (2'-10 1/2") 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 (6') 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 B -B) SHALL NOT BE LESS THAN 1.2 m (4'-0"). 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 I. 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 (8') FOR VALUES OF H UP TO AND INCLUDING 2.4 m (8'-0') AND 250 mm 001 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 (1 1/2') 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 (14") TO 375 mm (15') OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24') ABOVE THE LEDGE AT THE SIDE OF THE MANHOLE. BASIS OF BEARINGI- BEARINGS ARE BASED ON THE NORTH LINE OF THE SOUTHWEST QUARTER OF SECTION 36 BEING N89'5938"E AS SHOWN ON TRACT MAP 16158-2, MB. 286/1-4. PREPARED FOR: YOUNG HOMES 10370 TRADEMARK STREET RANCHO CUCAMONGA, CALIFORNIA, 91730 1-7 FAX (909) 929160630 BENCHMARK B.M. 1361, SPIKE IN NORTH FACE OF P.P. 11536697E AT SOUTHWEST CORNER OF BASELINE AVENUE AND SULTANA AVENUE. ELWATIOM 1365.01 11. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. MAIN LINE = 825 mm (331 INSIDE DIAMETER OR LESS. (EXCEPTION - IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 900 rnm (361 TO 1050 mm (42') INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM 15 825 mm (339 OR LESS_) STANDARD PLAN 320 OR STANDARD PLAN 322 IS NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 900 mm (360) 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 rnm (84 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. 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 (36') WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 336. 15. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 320. 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 EOUAL 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 (361) WITHOUT REDUCER 326 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 914 mm (360) WITHOUT REDUCER 630 610 mm (240) MANHOLE FRAME AND COVER 633 914 mm (36') MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP .. _ . Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 (909) 356-1815 Fax (909) 356-1795 David S. Hammer, A.C.E. 43976 Date (expires 6/30/2005) .-w RECORD DOCUMENT 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 not be responsible for any errors or omissions which may be incorporated herein as a result �. 6-2 _04a DATE Q�^f ESS /0 '3 `vQkP %V Z DRAWN BY. W No. 43976 m A-E r_ Exp. 6/30/05 * DESIGNED BY. EW %P9r C i v i c ��\P CHECKED . CALIFDSH CO a No.43S76 cc E p.6/30107 y OF CA��F CITY OF FONTANA, CALIFORNIA RANCHO FONTANA SPECIFIC PLAN STORM D IN PLAN SCALE. AS NOTED TRAO 1647'8 D APRIL, 2004 OVED -- DRAWING NO.: 3 CITY ENGINEER R..E. 51152 3436 rllenome: M:\awg\10511VINAL UtSIUN\SU\)b4/e)JU4.awg