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Home My WebLink About3510-53 -15W#4) J BARS. 2 A i ROUND TO 75 mm (31 R 1.2 m OPTIONAL OUTSIDE 1.4 m (4'-81 LONG.` - OPTIONAL FILLET` (4'-0') OF 75 mm (3') OC CONTINUE F - DI F STD' PLAN 324 ETE CRETE CONE ADDITIONAL BARS H BAR -� T �- OLE INSIDE EDGE OF MACC 400 mm (16') FOR PAYED ` 150 mm (6°) STREETS. 650 mm (2'-2' ` f 4C FOR UNPAVED STREETS eo C4 �) - VARIABLE TIE BARS---� �� E BARS T E SPUR DE SAW TIE BARS ---- F F STATION J BARS 5 4-i5W#4) H L- 125 mm z 50 mm (5'x t 150 mm (61 BARS 900 mm 21 PIPE SEAT( � � ANY STANDARD (3'-0`) LONG 3-D BARS. 75 mm I PIPE JOINT ONO (3`) OC CONTINUE �,� AND CDETOVNOT S■HOWN) 150 mm (fi`) OC (RINGS 4-20M(•6) E BARSS �p� \ SEE NOTE 2 SEE NOTE 3 �� I IOM 0 450 mm (03 CO OR *4 0 181 OC i . ';b 4L TIE BARS A ek B BARS * � STREET N i STATION PT._ STATATIOTION R= ID GRADE - - , OF SPUR x �� WITH A MAX MANHOLE FRAME OF 1050 mIn AND COVER PER F------� F .f_ (3'-6•} MANHOLE STD. PLAN 630 PLAN SHA J PERFSTD. r I D BARS (SHAFT NOT SHOWN) PLAN 324 �- w TIE BARS STEPS N F BARS t ' TIE BARS 0 0, o FBARS 125 Mx50m . (51x2') [ ( TIE PIPE SEAT F A BARS ( F 123 4■n+ TARS 1 ELEV. S -B BARS 15M 0 450 mm (•4 0 181 J OC BOTH WAYS. TO BE J SECTION G -G 15M 0 450 mm (•4 0 181) r USED WHEN B IS 1500 MITI BOTH WAYS. TO BE USED (60') OR MORE WHEN D2 IS 1500 mm (60') 1 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER OR MORE MANHOLE PIPE TO PIPE SECTION N -M -P -O W13GPE ONV CXCO MIIIttNC-, CONCRETE RINGS PER OMIT THIS STEP IN STD' PLAN 324 PAVED STREETS--\ 4125 Min STREET GRADE (5' 1') H BAR -� ,- IZ 125 mm x 25 mm x 150 mm 16•) x, Uj a RING SEAT 400 mm (16') FOR PAYED ` 150 mm (6°) STREETS. 650 mm (2'-2' ` f H EAR FOR UNPAVED STREETS eo m 130 m (61) �) - VARIABLE TIE BARS---� �� E BARS 154 mm 6' DE SAW TIE BARS ---- F F D BY: %4�'2Z-Oj J BARS 5 C I ��\P FCF ROUND EDGES TO 75 mm (31 R 5CALkF SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PRDMU_GATE00Y THE MANHOLE PIPE TO PIPE STANDARD PLAN METRIC W13GPE ONV CXCO MIIIttNC-, LARGE SIDE INLET 322-1 1992 REV. 19M SHEET t OF a USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION REV. p � 0 N L_ AA&NVVVVVVVVVVVVV~ DIALNG U BEFORE TWO W❑RKI o DAYS BEFORE YOU DIG YOU DIG o TOLL FREE i-800-227-2600 o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT �+- t SHAFT 125 mm x 50 mm (5' X21 . I PIPE SEAT o c„ I D BARS V)_I D BARS ROUND EDGES ' { { P TO 75 mm (3`) R P 700 mm ATI N I _4•) ELEVATION {{ STATION ELEVATION LONGITUDINAL SECTION TABLE OF VALUES FOR M (SEE N0 2) SECTION PAVED STREET' PAVED STREET MAX. MIN- MAX. i 114N. N -M -P -O 667 mm (2'-10 112') 11060 mm (3°-6') c- 1262 mm VI') 1 217 mm (8 1/2') 1 410 mm (16% 1360 mm (15•) t72' MM 1350 mm 1425 mm 1500 mm 1575 mm 165o mm 1725 mm m AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC JUNCTION STRUCTURE - PIPE TO PIPE INLET MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 322-1 ID > 600 mm (24') OR OD > 1/2 MAIN LIFE ID SHEET 2 OF 4 L MAIN LINE RCP OR REINFORCED MONOLITHIC -� ARCH. SEE NOTE 2 J �� SEE NOTE 14 I H i H _t D 80 mm (31 MIN_ I -�f (L LATERAL/ U_ CONNECTOR PIPE G BARS ROUND FF 15M 0 150 mm a cn EDGE JI p (-4 0 6') OC �m TO 75rnm v-� Zt (3LU1') R -=-\-- t0 4m,1 0 450 >- o a E I \ (-3 OR -4 0 18') OC TIE BARS w J `� 4n � wII O E AND F BARS Q cn P 15M 0 75 man ' (-5 0 :51 OC. SEE NOTE 6 \ Q STA. POINT CONNECTOR TOR PIPE TABLE OF v' SEE NOTE 3 VALUES FOR T i STA. POINT B T LATERAL SEE NOTE 3 300 mm 1121 130 PLAN 375 mm (15.1 130 mm (5') 450 mm (18'1 130 mm (5') 525 mm (27') 130 mrn (5') SPUR IOM 0 450 mm 600 mm (24')I 140 mm (5 1/2') (-3 OR -4 0 18') 675 mm 127•1 140 . (5 1/2') OC TIE BAR 750 mm 4301 150 mm (6') G BARS 15M 0 150 mm 825 mm (33') 170 mm (6 1/2`) REINFORCih(G STEEL (04 0 6') OC t-1 900 mm (3611 170 mm (E }/2') 1 ---�� 975 mm (39')1 180 mm (7•) LSPVRING fI a' � 130 mm (5`1 p� a� TIE BARS "ROUND t� !EDGES\I E) LEy. R I r BARS 15M (053 (3 mm ') OC ' ELEV. S 0 80 �� G BARS ___�F BARS 15M (95) 0 75 mm (31 OC } / UNDISTURBED CONCRETE CRADLE. EARTH H H 265-C-14 (450-C-2000). 1 SEE NOTE 9 SECTION Z -Z SECTION M -M AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER P9DM 2G�!?ED BY 7Y.E JUNCTION STRUCTURE - PIPE TO PIPE INLET STAtMETRI PIAN PU. 1 -IC INi r S':A DAa C -S Ihv,., Ci4'_ENo CKC6�4M;nE.E ID > 600 mm (24') OR OD > 1/2 MAIN LIFE ID 331 -2 1984 17,77 19% SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NOTES 1. VALUES FOR A. B. C. D1, D2, ELEVATION R AND ELEVATIONS ARE SHOWN ON THE PROJECT DRAWINGS. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE. 2. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (2'-10 1/21 FOR PAVED STREETS OR 1060 mm (3•-61 FOR UNPAVED 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 (481 OR LESS. CENTER OF SHAFT MAY BE LOCATED PER NOTE 3. 3. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM DRAIN WHEN DIAMETER DI IS 1200 mm(481 OR LESS, IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45' WITH CENTER LINE. 4. LENGTH OF MANHOLE MAY BE INCREASED AT OPTION TO MEET PIPE ENDS, BUT ANY CHANGE IN LOCATION OF SPUR MUST BE APPROVED BY THE ENGINEER. 5. P SHALL BE 125 mm (5') FOR D2=2400 mm {961 OR LESS AND 200 mm (8') FOR D2 OVER 2400 mm (96'). 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 3OO(ASTM A 615. GRADE 40). AND 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. S. 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 THE TABULAR VALUES OF F SHOWN ON TABLE. SH. 1. 10. IF LATERALS ENTER ON BOTH SIDES OF MANHOLE, SHAFT SHALL BE LOCATED ON SIDE RECEIVING THE SMALLER LATERAL. 11. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm 04') TO 375 mm (151 OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24') ABOVE THE INVERT 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. THIS STANDARD PLAN IS USED WHEN STANDARD PLAN 320 IS INADE- OUATE. MAIN LINE = 900 mm (361 INSIDE DIAMETER OR LARGER. B. LATERAL = 300 mm (12') TO 3600 mm (1441 INSIDE DIAMETER. HOWEVER, THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF THE MAIN LINE. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PUN METRIC 322-1 MANHOLE PIPE TO PIPE (LARGE SIDE INLET) SHEET 3 BASIS OF BEARINGS: BEARINGS ARE BASED ON THE SOUTH LINE OF THE NORTHEAST ONE-QUARTER OF SECTION 35, T.1N., MOW., S.B.M. BEING N.89'4T11"W AS SHOWN ON TRACT MAP 15655-22, MB. 270/1-3 RECORDS OF SAN BERNARDINO COUNTY. REVISION DESCRIPTION DATE ENGR. CITY DATE BENCH RIC SHovLD coxSTRvcTlox of >� 91PROVE1 �(ENTS NOT COAy - 'CE PREPARED FOR: TATO YEARS OF THE DATE OF APPROVAL CALTRANS BENCHMARK NO. 8-17 SHOWN HEREON AND CARRIED FORTH IN A BB HOMI BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' DILIGENT MANNEK THE CITY ENGINEER MAY 801 CORPORATE CENTER DRIVE N/0 HIGHLAND AVENUE, 0.2 MI. W/0 SAN SEVAINE ROAD, IN SOUTH CONCRETE BASE REQ'=E REVISIONS TO THE PLANS TO SUITE 201 OF S.C.E. TOWER 19.5; 2.65 MI. W. ALONG BRING THM INTO CONFORMANCE WITH POMONA, CA 91768-5641 HIGHLAND AVENUE FROM SIERRA AVENUE CONDITIONS AND STANDARDS DIT EFFECT (909) 802-1154 'd�cbRri D�,A�11�IC� l fli l�G`I hbltR FAX (909) 802-1111 ELEVATION: 1428.6090 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 (36') WITHOUT 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 (361 WITHOUT REDUCER 630 610 mm (24') 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 PUN METRIC 322-1 SHEET 4 OF 4 MANHOLE PIPE TO PIPE (LARGE SIDE INLET) - _---- NOTES I_ THIS JUNCTION' STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER OF THE LATERAL IS GREATER THAN 1/2 THE INSIDE DIAMETER D OF THE MAIN LINE; OR WHEN THE INSIDE DIAMETER B OF THE LATERAL 1S GREATER THAN 600 mm (24'). B SHALL NOT EXCEED .75 D OR 975 mm (39-). 2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN, D SHALL REFER TO THE CLEAR SPAN OF THE ARCH_ REINFORCING STEEL SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME MANNER AS FOR A PIPE. A CONCRETE CRADLE IS NOT REQUIRED FOR A REINFORCED MONOLITHIC ARCH. 3. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR LATERALS APPLY AT THE INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERAL_ STATIONS SHOWN ON THE PROJECT DRAWINGS FOR CATCH BASIN CONNECTOR PIPES APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE MAIN LINE WITH THE CONNECTOR PIPE CENTER LINE. 4. VALUES FOR A. B. C AND D SHALL BE SHOWN ON THE PROJECT DRAWINGS. ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REQUIRED PER NOTE 5. 5. a_ ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS IF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY. b. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION OF AN INLET PIPE. c. ELEVATION S SHALL 8E SHOWN ON THE PROJECT DRAWINGS IF AN INLET PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PIPE SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE CATCH BASIN OR GRADE BREAK IN LINE. 6. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN RADIALLY IF ANGLE A IS GREATER THAN 45°. B IS LESS THAN OR EQUAL TO 600 mm (24') AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN .5 D: OTHERWISE. STANDARD PLAN 340 SHALL BE USED. 7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE. 8. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL. 10 THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF THE SPUR. 9. THE MAIN LINE SHALL BE REINFORCED WITH A CCNCRETE CRADLE AND ENCASEMENT (AS APPLICABLE)_ A CONCRETE ENCASEMENT IS REQUIRED IF A JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE CONCRETE ENCASEMENT SHALL EXTEND 300 mm (12') ABOVE THE TOP OF THE MAIN LINE AND TO THE LIMITS OF THE CRADLE. IF CONNECTING TO AN EXISTING STORM DRAIN. PORTION OF CRADLE OPPOSITE INLET MAY BE OMITTED. 10. REINFORCING STEEL SHALL CONFORM TO ASTM A 615M. GRADE 300. (ASTM A 615, GRADE 40). AND BE PLACED 40 mm (! I/2') CLEAR FROM CONCRETE SURFACES. UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS THAN J DISTANCE FROM CENTER LINE WITH J=7D/12 + 150 mm (61. 11. FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE OF THE SPUR. 12. 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 BARS 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. Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 11 (909) 356-1815 Fax (909) 356-1795 )Z o David S. Hammer, R.C.E. 43976 hate (expires 6/30/2005) QRpESS/p � a No, 3663 MADOLE AIJD ASSoclA-T s , &/c. /93',1 MljDn C11t AR sOt1r 200, oWRtllo"eA • R'I'jGI mECORD DRAWING Filename: M:\DWG\19202\TR15655-18\STREETS\15655-18-SDO5.DWG �tP/o CITY OF FONTA A, CALIFO IA Q�pFESS/oN CALIFO NIA LANDING SPECIFIC PLA �`Fti �' m DRAWNAEBY. TRACT NO. 15655-16 SCALE: No. 43976 m * Exp. 6/30/05 * STORM D N PLANS -1" -40' DESIGNED BY. DATE: �9T DE SAW DECEMBER, 2003 CKED BY: ,,,APP D BY: %4�'2Z-Oj DRAWING NO.: 5 C I ��\P FCF ml Fj�II `� ^ 0 5CALkF CITY ENGINEER R.C.E. 51152 Filename: M:\DWG\19202\TR15655-18\STREETS\15655-18-SDO5.DWG