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Home My WebLink About3962-4as ffig P16,16 I 300 nwi*401281 AS Im v WAY 5 =4114811111 A TT'Vet 1164 SuRr, 7. iA 1 :wl blW F_ PROMAGATED a "mmw33Tm"D3m -100 mem (4911 CURB OPENING CATCH BASIN GFUMa" COWUEN 1994 900 mn (31-011) 300-2 I 1 REV. Ion "LFLOW USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT10H W TIE BARS OMIT THIS STEP IN 450 mm us') LINE STEPS picomic mivi�f3-f-I 232 rgovi `648) SEE TABLE FACE PLATE *R DOWEL me (180) ffm 150 H BARS 50 ffm 060) 50 : 0 ITY P.) 150 mm (6 W E BARS SCO INS TIE BAR IOM(#3 OR #4) PAVED STREETS F TIE BARS Lli I - �-CURG LINE UNPAVED STREETS + 30 J BARS 2 EXTRA 15W011 R11700 =� STEPS ROUND EDGES 3300 mm (1321111445 min Q? 1/20:L EDMS ON 2 SIDES Of 01'1[2-41 TO 75 awn (39) R MANHOLE FRAME AND COVER SECTION t .[r 100 mm (41MIN. 15M(*4) 0 450 mm (184 OC BOTH C -C -282 mm (119) 217 mm [8 1/281A..) 410 '(16-1 380 Mrs (150) INLET -j ELEVATION GRADE POINTS. WAYS TO BE USED APPLIES AT SEE NOTE 4 CATCH BASIN TH13 POINT (609) OR ov SECTION B -B MANHOLE FRAME AND COVERI A -A Iii STEPS Y-3 Wwm (Typ.) PLAN L t I . Fi-nul. CTOR PIPE p -OPTIONAL SUGGRADE C%NIN PT WN Ic IN CONNECTION 0C'l%'rl^kl A -A too =480) IOL*#4) 900 DOWEL DETAIL. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMAGATED a "mmw33Tm"D3m CUREi\.OPENING CATCH BASIN CURB OPENING CATCH BASIN GFUMa" COWUEN 1994 900 mn (31-011) 300-2 I 1 REV. Ion SHEET I OP 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT10H NOTES: I. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED SIDEWALK OR 13 CONTIGUOUS TO SUCH SIDEWALK. THE TOP SLAB OF THE BASIN MAY BE POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY. USING THE SAME CLASS or CONCRETE AS IN THE BASIN. WHEN POURED MONOLITH ICALLY. THE SIDEWALK SHALL E PROVIDED- WITH A WEAKENED PLANE OR A 25 mm(II) -DEEP SAWCUT CONTINUOUSLY 1 9 THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS. INCLUDING ACROSS THE FULL WIDTH OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE. GRADE. COLOR. FINISH. AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE BASIN. 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS. AND SHALL NOT BE SHAPED BY PLASTERING. 3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND LATERAL SLOPE OF It 12 MINIMUM AND 1:3 MAXIMUM. EXCEPT WHERE THE GUTTER GRADE EXCEEDS 8 PERCENT. IN WHICH CASE THIC LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THE SAME AS THE GUTTER GRADLE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET. 4. OIMENSIONSs 8 2 970 mm(38 -2a) V a THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE CATCH BASIN AT THE OUTLET a. 1.35 m(4.51). vus THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB ANDTHE INVERT AT THE UPSTREAM END OF THE BASIN AND SHALL BE DETERMINED BY THE REQUIREMENTS OF NOTE 3. BUT SHALL NOT BE LESS THAN CURB FACE.PLUS 300 mag129. _V, x THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET. NOTED ON THE PROJECT PLANS. H a NOTED ON THE PROJECT PLANS. W 2 NOTED ON THE PROJECT PLANS. A z THE ANGLE. IN DEGREES. INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. S. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI- FIED. THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. WHERE THE CONNECTOR PIPE 13 SHOWN AT A CORNER. THE CENTERLINE Or THE PIPE SHALL INTERSECT THE IN31DE CORNER Or THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A SKEW tiCESSARY TO INSURE MINIMUM 00 WdM30) PIPE EMBEDMENT ALL AROUNO. WITHIN THE CA CH ASIN WALL. AND 75 awn(SO) RADIUS OF ROUNDING OF bTRUCTURE CONCRETE. ALL AROUND. ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN -WHENEVER ANGLE OAO IS LESS THAN 70 DEGREES OR GREATER THAN 110 DEGREES. OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION. IN ANY CASE IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT- TING STANDARD LENGTHS OF PIPE. 6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS. THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL BE SPACED 300 mqAI21 APART. THE TOP STEP SHALL BE 175 ffmi(79 BELOW THE TOP TO THE MANHOLE AND PROJECT 65 ffvM2-1/20). ALL OTHER STEPS SHALL PROJECT 130 mm(50). 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 mCP) ON CENTER (MAXIMUM) ALONG THE BACKWALL. 8. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREINt 308 MONOLITHIC CATCH BASIN CONNECTION 309 CATCH BASIN REINFORCEMENT 3 110 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR 312 CATCH BASIN MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STIEP 9. 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 SU13STITUTED 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 STANWOPLAN 300-2 MANHOLE PIPE TO PIPE MAIN LINE CURB OPENING CATCH BASIN SHEET 2 OF 2 TOLL FREE -qqmmmww- 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTM DI F OPTIONAL OUTSIDE EDGES TO BE EDGE OF CONCRETE ROUNOED TO 0 BARS 75 mm (30) R A 75 own (30) OC A"71i � __/ IF IOM(03) TIE BAR RmID OF SPUR ct tic 4-20A9#6). E BARS t 975 nn (31-39 LON SEE NOTE 2 4-15M(04) H :Jli --IOM(#3) TIE BAR 0 BARS I r BAR$ 900 mm 73 mm f3m) OC. a= im (W -W) LONG SEE NOTE 9 3-1514e4) J BARS 1.4 m (4'-0*) (46-80) LONG 75 ffwM3') OC CONIT.AWL BMS 150 mm DETAIL ONO D2 F (6 ) OC TO INSIDE EDGE OF MANHOLE, SEE NOTE 2 (RINGS AND COVER NOT SHOWN) PLAN (SEE NOTE 1) (SHAFT NOT SHOWN) MANHOLE FRAME STREET //-AND COVER PER GRADE I/ STD. PLAN 630 610 mm (240) MANHOLE SHAFT 12 5 mm x 5 0 mirm w PER STD. 115OX22) _j -PIPE SEAT LEVEL. pi AM '494 1 SEE NOTE 8 CONCRETE RINGS Flurrr- Qrml a).- MANHOLE PIPE TO PIPE MAIN LINE pi 3TM40AM M, CAMWOK0109"TME im 900 mn (31-011) E BARS w E BAR3-1 wl W TIE BARS OMIT THIS STEP IN 450 mm us') H BARS I STEPS picomic mivi�f3-f-I 232 rgovi `648) SEE TABLE STREETS *R VARIABLE me (180) ffm 150 H BARS 50 ffm 060) 50 : 0 1800 mm (728) 200,mm Oil 150 mm (6 W E BARS 400 mm (160) FOR TIE BAR IOM(#3 OR #4) PAVED STREETS F TIE BARS B�RS I - 125 imm (56) F_ UNPAVED STREETS J BARS J BARS P R11700 =� 1p ROUND EDGES 3300 mm (1321111445 min Q? 1/20:L EDMS 3450 mm 113811114 .0? 1/20) 01'1[2-41 TO 75 awn (39) R SPRING LINE SECTION C -C .[r A -A 867 mm (21-10 1/ 0) 1 1060 mm (31-68) 15M(*4) 0 450 mm (184 OC BOTH C -C -282 mm (119) 217 mm [8 1/281A..) 410 '(16-1 380 Mrs (150) INLET -j ELEVATION GRADE POINTS. WAYS TO BE USED APPLIES AT SEE NOTE 4 WHEN D# IS 1500 mm TH13 POINT (609) OR ov SECTION B -B SECTION A -A CONCRETE RINGS PROMIMC-ATIED By ym PVWX VVIDW MANHOLE PIPE TO PIPE MAIN LINE PER STD. 3TM40AM M, CAMWOK0109"TME im /-STREET GRADE PLAN 324 RW_ 19M -123 mra x 2* Mrs (30110) SHEET I OF 4 USE WITH STANDARD SPECIFICA71ONS FOR PUBLIC WORKS CONSTRUCTION RING SEAT OMIT THIS STEP IN 450 mm us') H BARS I PAYED picomic mivi�f3-f-I 232 rgovi `648) SEE TABLE STREETS *R VARIABLE me (180) 1650 nm (669 260 awn (10 1/40) 150 H BARS 50 ffm 060) 50 : 0 1800 mm (728) 200,mm Oil 150 mm (6 W E BARS 400 mm (160) FOR 275 (110-1 i IOM(#3 OR #4) PAVED STREETS F TIE BARS 650 mm (2!-28) �OR 2700 mm (1080) 405 mn (161) UNPAVED STREETS 2850 mwn (1140) 420 mm.(16 1/20) J BARS 3000 mrn (1200) 430 mm (178) �-ROUNO 3300 mm (1321111445 min Q? 1/20:L EDMS 3450 mm 113811114 .0? 1/20) To 75 mm TABLE Olt VALUES FOR M (SEFE NOTI 1) SECTION PAVED §TREET UNPAVED STREET SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMIMC-ATIED By ym PVWX VVIDW MANHOLE PIPE TO PIPE MAIN LINE 3TA"MwEnV0Cp"4 3TM40AM M, CAMWOK0109"TME im 113=900 mm (36") OR LARGER 1 1 320 - 1" RW_ 19M 1125 mm (4501 nvn SHEET I OF 4 USE WITH STANDARD SPECIFICA71ONS FOR PUBLIC WORKS CONSTRUCTION NOTES 1. MEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (26-10 1/29) FOR PAVED STREETS OR 1060 mm (3'-6m) FOR UN- PAVED STREETS. CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL ON*. SHAFT FOR ANY DEPTH Of MANHOLE MAY BE CONSTRUCTED PER SECTION C -C. WHEN DIAMETER DI IS 1200 mm (48@) 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 D, IS 1200 mm (480) OR LESS. IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 450 WITH CENTER LINE AND OMIT J BARS. 3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN ON THE PRO JECT DRAWINGS: A. D222400 mm (962) OR LESS. 1_21-7 m (5-60). P2130 mm (501 B. D2 OVER 2400 mm (96% 1_21.8 m (6'-Om).,Pm2lO mm (80) L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED, 0 BARS SHALL BE CONTINUED 150 mm 460) 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 ASTMI A 615M. GRADE 300 (ASTM A 615. GRADE 40). AND SHALL TERMINATE 40 Mm (I I/r) 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(04) FOR Dz=975 mm(395) OR LESS. ISM05) FOR D2 =1050 mm (420) TO 2100 mm (84") INCLUSIVE AND 20M(#6) FOR D222250 mm (900) OR OVER. 10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF.CONE AT SPRING LINE UNLESS OTHERWISE SHOWN. Il.' STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636 .1UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm (144 TO 375 mm 054 OC. THE LOWEST STEP SHALL NOT BE MORE THAN 606 mm (241 ABOVE THE INVERT. 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. MAIN LINE a 900 mm (364 INSIDE DIAMETER OR LARGER. EXCEPT IF THE MAIN LINE RCP DOWNSTREAM OF MANHOLE IS 900 mm (360) TO 1050 mm (426) INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM 13 623 ffvn (338) OR LESS STANDARD PLAN 321 SHALL BE USED. - AMERICAN PUBLIC WORKS ASSOCIATION- SOUTHEIM CALIFORNIA CHAPTER STmwoptm METW 320-1 MANHOLE PIPE TO PIPE MAIN LINE 113=900 mm (367) OR -LARGER SHEET 3 OF 4 DATE OM CITY DAlE BASIS OF ING& THE BASIS OF BEARINGS FOR THIS PROJECT IS THE CENTERUNE OF SLOVER AVENUE BEING N89*53'28"E PER M.B. 148/109-110, RECORDS OF SAN BERNARDINO COUNTY. 8MCH MAK' -020377 AT THE INTERSECTION OF SLOVER AVENUE & SIERRA AVENUE BEING A FOUND 1 0 I.P. STAMPED LS. 5749. j j j UVATION: 1089.40 TABLE OF VALUES FOR F r L .D 900 mm 360) 165 mrn (6 1/2-1 300 mm (120) 9 7 5 ff- ign- I W) 180 mm (711) 100 an (401 1050 mm (420) 190. RM 0 1/29 :300 mmm 424 1125 mm (4501 nvn 600 mm (248) 1200 mm (489) 2.0. 5 nwe b 150 (64 073 mm (51.) 215 mral 1/2-F. 450 mm us') Ij5Q mm (54-1 '230 ii4 picomic mivi�f3-f-I 232 rgovi `648) 1050 mm (42"1450 Wft� 1506 min IGO9 240 mm *R 1575 nn (632) 255_Mn%_(IO6l_ me (180) 1650 nm (669 260 awn (10 1/40) 1423 mm (578111450 1125 invo 6699 215 - mm (I!q 3/4 50 ffm 060) 50 : 0 1800 mm (728) 200,mm Oil 325 mm.(a6jfZ73 (UP) 1650 mm (66': 2100 mm (840) 320 -mmm (12 IY201 275 (110-1 i &250 mm (108 3 5 min It 3 I.;f4j.: 600 nmam 1240 240!2 mm (2611 355 mm 14011� Omqlqdl f'A*'l 395 mm Os- 1/90)_ 2700 mm (1080) 405 mn (161) 2850 mwn (1140) 420 mm.(16 1/20) 3000 mrn (1200) 430 mm (178) 3150 mm (12601 430 jr4n (178) 3300 mm (1321111445 min Q? 1/20:L 3450 mm 113811114 .0? 1/20) 3600 mm [L "48 1455 mm (180) TABLE Olt VALUES FOR M (SEFE NOTI 1) SECTION PAVED §TREET UNPAVED STREET MAX.- - MIN. MAX A -A 867 mm (21-10 1/ 0) 1 1060 mm (31-68) C -C -282 mm (119) 217 mm [8 1/281A..) 410 '(16-1 380 Mrs (150) AMERICAN PUBLIC WORKS ASSQCIATION - S OUTHEM CALIFORNIA CHAP I Ell STANDMD RM METRIC 320-1 MANHOLE, PIPE TO PIPE- MAN�� LINE--. _LA-RGER 113=900 M_M4361 OR SHEET 2 OF 4 r --3-15M (04) CIRCULAR TIES. SEE NOTE 9 (N L0 (0 (.0 0 z z :5 CL z 0 B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR EOUAL TO 1/2 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 EXTEli 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 (301). 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. MERE 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. MERE 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 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 SU13STITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. THE F OLLOWING STANDARD PLANS'ARE INCORPORATED HEREIN: 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 mm (361 WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRId 329 PRESSURE MANHOLE SHAFT 914 ffun (361 WITHOUT REDUCER 630 610 mm (24m) MANHOLE FRAME AND COVER 633 914 mm (364 MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANWO nM MANHOLE PIPE TO PIPE MAINLINE 'METRIC 320-1 113=900 mm (36MOR LARGER SHEET 4 OF 4 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ,q,Q E COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, NO. 65195 d THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO xpl 9- 0 - BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Civi CA STANDARDS IN EFFECT. DEVELOPMENT & ENGINEERING., INC. PLANNING AND CIVIL ENGINEERING 3536 CONCOURS STREET, SUITE 220 ONTARIO, CA 91764 (909) 476-9555 PHONE (909) 476-9001 FAX MANUEL DE JESUS GONZALES, RCE 65195 (EXP. 9-30-07) 15M 0 300 n;un (64 0 12 L/2 (TYP.)----% 15M 0 300 nwn (04 0120) 150 mm CUT NO. 2 LINE * 330-C-23 (560-C-3250) CONCRETE * 25 mm (10) (TYP.) L T 300 mm (120) 300 mm or 100 an (401 450 mm (1811) :300 mmm 424 125 mm (59 600 mm (248) 300 an 024 150 (64 750 mm (300) 450 mm us') Ii mm Cr) 1050 mm (42"1450 Wft� me Del) *R 1200 nvn (481450 me (180) 0 0 so 0 m 000) 1423 mm (578111450 rm (lee) 50 ffm 060) 50 : 0 11500 -mm (60014 325 mm.(a6jfZ73 (UP) 1650 mm (66': 525 mm (as) 275 (110-1 i 1000 mm (720) 600 nmam 1240 300 mmm (Ir, (N L0 (0 (.0 0 z z :5 CL z 0 B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR EOUAL TO 1/2 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 EXTEli 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 (301). 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. MERE 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. MERE 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 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 SU13STITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. THE F OLLOWING STANDARD PLANS'ARE INCORPORATED HEREIN: 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 mm (361 WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRId 329 PRESSURE MANHOLE SHAFT 914 ffun (361 WITHOUT REDUCER 630 610 mm (24m) MANHOLE FRAME AND COVER 633 914 mm (364 MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANWO nM MANHOLE PIPE TO PIPE MAINLINE 'METRIC 320-1 113=900 mm (36MOR LARGER SHEET 4 OF 4 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ,q,Q E COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, NO. 65195 d THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO xpl 9- 0 - BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Civi CA STANDARDS IN EFFECT. DEVELOPMENT & ENGINEERING., INC. PLANNING AND CIVIL ENGINEERING 3536 CONCOURS STREET, SUITE 220 ONTARIO, CA 91764 (909) 476-9555 PHONE (909) 476-9001 FAX MANUEL DE JESUS GONZALES, RCE 65195 (EXP. 9-30-07) 15M 0 300 n;un (64 0 12 L/2 (TYP.)----% 15M 0 300 nwn (04 0120) 150 mm CUT NO. 2 LINE * 330-C-23 (560-C-3250) CONCRETE * 25 mm (10) (TYP.) L T 300 mm (120) 300 mm or 100 an (401 450 mm (1811) :300 mmm 424 125 mm (59 600 mm (248) 300 an 024 150 (64 750 mm (300) 450 mm us') Ii mm Cr) 1050 mm (42"1450 Wft� B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR EOUAL TO 1/2 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 EXTEli 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 (301). 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. MERE 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. MERE 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 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 SU13STITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. THE F OLLOWING STANDARD PLANS'ARE INCORPORATED HEREIN: 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 mm (361 WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRId 329 PRESSURE MANHOLE SHAFT 914 ffun (361 WITHOUT REDUCER 630 610 mm (24m) MANHOLE FRAME AND COVER 633 914 mm (364 MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANWO nM MANHOLE PIPE TO PIPE MAINLINE 'METRIC 320-1 113=900 mm (36MOR LARGER SHEET 4 OF 4 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ,q,Q E COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, NO. 65195 d THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO xpl 9- 0 - BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Civi CA STANDARDS IN EFFECT. DEVELOPMENT & ENGINEERING., INC. PLANNING AND CIVIL ENGINEERING 3536 CONCOURS STREET, SUITE 220 ONTARIO, CA 91764 (909) 476-9555 PHONE (909) 476-9001 FAX MANUEL DE JESUS GONZALES, RCE 65195 (EXP. 9-30-07) 15M 0 300 n;un (64 0 12 L/2 (TYP.)----% 15M 0 300 nwn (04 0120) 150 mm CUT NO. 2 LINE * 330-C-23 (560-C-3250) CONCRETE * 25 mm (10) (TYP.) 00 909 CUT ID NO. 2 CUT NC 3 14 In. DETAIL 'A' (SEE NOTE 10) 4ION101-TUSL 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 SECTION3 TOGETHER FORMING THE DEFLECTION AXGLE A. CUT NO. 2: SAW THE TUBE LONGITUDINALLY REMOVING A 3TRIP 3.14 (O(rO ) WIDE ON THE SIDE OPPOSITE THE OPEN JOINT. 13END THE Ems OF THE CUT TOGETHER AND INSERT THE TUBE IN THE PIPE. INTERIOR SURFACE or PIPE Q.ETAIL *80 TYPICAL JOINT FOR REINFORCED CotalITIE PIPE AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER L T 300 mm (120) 300 mm or 100 an (401 450 mm (1811) :300 mmm 424 125 mm (59 600 mm (248) 300 an 024 150 (64 750 mm (300) 450 mm us') Ii mm Cr) 1050 mm (42"1450 Wft� me Del) *R 1200 nvn (481450 me (180) 0 0 so 0 m 000) 1423 mm (578111450 rm (lee) 50 ffm 060) 50 : 0 11500 -mm (60014 325 mm.(a6jfZ73 (UP) 1650 mm (66': 525 mm (as) 275 (110-1 i 1000 mm (720) 600 nmam 1240 300 mmm (Ir, 00 909 CUT ID NO. 2 CUT NC 3 14 In. DETAIL 'A' (SEE NOTE 10) 4ION101-TUSL 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 SECTION3 TOGETHER FORMING THE DEFLECTION AXGLE A. CUT NO. 2: SAW THE TUBE LONGITUDINALLY REMOVING A 3TRIP 3.14 (O(rO ) WIDE ON THE SIDE OPPOSITE THE OPEN JOINT. 13END THE Ems OF THE CUT TOGETHER AND INSERT THE TUBE IN THE PIPE. INTERIOR SURFACE or PIPE Q.ETAIL *80 TYPICAL JOINT FOR REINFORCED CotalITIE PIPE AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMUL(MM By MOM Waiii 3TAWAFM MG, CONCRETE COLLAR FOR RCP 3T c4meAK"cohiffillnu im 300 mm (12") THROUGH 1800 wn 380-2 1 FtEV. IM SHEETIOF2 USG V"TH STAN 0 $PFC-IFICATIONS FOR VUSUC WORKS CONSTRUCTION NOTES I A CONCRETE COLLAR 13 REQUIRED WHERE THE CHANGE IN GRADE - EXCEEDS 10 PERCENT. 2. 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 0%, BUT IS LESS THAN 75 mm((38) A CONCRETE COVER IS REQUIRED IN ACCORDANCE WITH'SUBSECTION 306-1.2.4 OF THE SSPWC. IF THE EXTREM E ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT IS EQUAL TO OR GREATER THAN 75 mm (30), BUT LESS THAN 150 mm (60) A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR SPACE IS 130 mm W) 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. O=Di OR D2. WHICHEVER IS GREATER. B. WHEN DI IS EQUAL TO OR LESS THAN Ck, JOININVERTS AND WHEN Di IS GREATER THAN D2, JOIN SOFFITS. 5. FOR PIPE LARGER THAN 1800 own (720) 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(46). S. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR TI*ES SHALL BE D+(2X WALL THICKNESS) + T. 9. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS GREATER THAN 525 mm (2JO) AND ON ALL PIPES WHERE THE SPACES BETWEEN THE EXTREME OUTER ENDS IS 75 mm (38) OR LARGER. CIRCULAR TIES: PIPE DIAMETER NO. OF CIRCULAR TIES 525 mm (210) OR LESS 3 600 mm (248) TO 750 mm (300) 3 825 mm (33a) TO 1425 mm (576) 4 1500 mm (609 TO 1809� mm (72411 5 WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (3m). THE 14UMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN APPROXIMATE SPACING OF 150 mm (611) O.C. 10. WHERE THE PIPE IS 525 mm (218) OR LESS IN DIAMETER AN INTERIOR FORM OF UNSEALED $ONO -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 13E COMPLETELY FILLED WITH MORTAR AND NEATLY POINTED. 11. 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 UCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAY IMSUBSTHWED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAMR STANaAROMM METRIC 380-2 SHM20F2 CONCRETE COLLAR FOR RCP 300 mm (1211) THROUGH 1800 mm (7211) -49 V-49, DATE CITY OF FONTANA, CALIFORNIA 173 A STORM DUN/MN IMPROVEMENT PLANS DRAM BY: mi P.M. 16652 JR 17596) JUNIPER AVE scAv-' OWN DESIGNED BY: DATF_- MJG DEC 2005 GiECKED BY 9k B- DRAWING NO.: 4 W . &PW VJG�AT 3962 4 I- -cirrENWEER R.C. E. 5113T DATE - - 11 VO