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Home My WebLink About3017-9EDGES TO BE ROUNDED TO 75 mm (31) R � .A -R= ID OF SPUR i x-150 mm (61 MIN. tC I -f-4___4 x \ I-1 ALL STEEL REINF. I5M 0 100 mm 04 0 40) OC I B DETAIL "N" PLAN ov (RINGS AND COVER NOT SHOWN) PLAN SEE NOTE I (SHAFT NOT SHOWN) STREET GRADE MANHOLE FRAME -'CONCRETE RINGS MANHOLE PIPE TO PIPE (ONE OR BOTH 25 mm x 25 mm AND COVER PER PER STD. PLAN 324 = ! 1! IN LINE IDS 825mm(33 OR SMALLER 321 - 1 STD. PLAN 630 150 mm (60) OC TO INSIDE 610 mm OMIT THIS STEP W J (24•) IN PAVED STREETS � MANHOLE Q " SHAFT 223 mm (9 ►-- 01 175 mfn (71 PER STD. 400 mm 069 FOR W " PLAN 324 PAVED STREETS, N E,. 4-20M(06) E BARSPL 900 mm (3'-0-) 650 mm (2'-2m) SEE NOTE 3 150 mm (61 STREETS FOR UN- N M OR •4 0 18') OC ,F, '` PAVED STREETSE:Fc TIE BARS 2 i (5�� A 5 B BARS E BARS '=k 125 mm x 50 mm (5'x2') PIPE SEAT 2550 mm (1021 F F J BARS T o 1950 mm (3' -6' ROUND EDGES 3000 mm (12041 SECTION C -C OF INLETS 430 mm (17') •__ 25 mm (5') ROUND EDGES x 445 mm (17 1/21 � 455 mm (18' 45 mm 2700 mm (108') 405 mm (16.1 (1/21 INLET ELEVATION 3000 mm (1201 430 mm (17') APPLIES AT THIS 430 mm (171 3300 mm 0321 POINT 3450 mm (1381 SECTION A -A STATION LINE 900 mm (3'-0') 200 mm (8') ' ..-.-.-. , STEPS T - 450 mm 08') 75 mm (3') I I) 100 mm (49L+2T-200 mm (8'} 100 mm (4') 200 mm (8') 200 mm (80 ' N OPTIONAL BOTTOM GRADE POINTS, SEE NOTE 5 SECTION B -B TABLE OF VALUES FOR M (SEE NOTE 1) SECTION PAVED STREET UNPAVED STREET MAX. MIN. MAX. MIN. A -A 867 mm (2'-10 1/2') 1060 mm (3'-60) C -C 282 mm (110) 1217 mm (8 1/21) 410 mm (I6') 380 mm 1151 SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STREET GRADE MANHOLE PIPE TO PIPE (ONE OR BOTH 25 mm x 25 mm GREENBOOK COMMITTEE 1992 ! 1! IN LINE IDS 825mm(33 OR SMALLER 321 - 1 RING SEAT 150 mm (60) OC TO INSIDE SHEET 1 OF 3 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 2 wm V)W 610 flim - (�2��4 • ) < I�-- j mm (51 N 1050 mm (3'-61 T J W 01 175 mfn (71 a z m ftlj5� m_y aW N > U) SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE PUBLIC WORKS STANDARDS INC., MANHOLE PIPE TO PIPE (ONE OR BOTH STANDARD PLAN METRIC GREENBOOK COMMITTEE 1992 ! 1! IN LINE IDS 825mm(33 OR SMALLER 321 - 1 REV. 1996 150 mm (60) OC TO INSIDE SHEET 1 OF 3 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NOTES 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 154 mm (6') WHEN LARGER VALUES OF M WOULD REDUCE H IN SECTION C -C TO 1060 mm (3'-60) OR LESS. 2. H (IN SECTION A -A AND B -B) SHALL NOT BE LESS THAN 1.2 m (41-0m), 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 (81 FOR VALUES OF H UP TO AND INCLUDING 2.4 m (8'-0") AND 250 mm (10") FOR VALUES OF H OVER 2.4 m (8'-00). 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. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 1 SHEET 2OF3 MANHOLE PIPE TO PIPE (ONE OR BOTH MAIN LINE321RIC IDS 825mm 33 OR SMALLER) OWNER /DEVELOPER: NEW WEST PROPERTIES 369 SAN MIGUEL DRIVE SUITE 375-A NEWPORT (9 9) 640-6420 CA 92660 (949) 640-6484 BENCHMARK: CRY B.M. No. 361 ELFitV = 1365.00 NAIL IN POLE #1536697E S.W. CORNER SULTANA & BASELINE MARK I BY I DATE ENGINEER 11. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. MAIN LINE = 825 mm (33') 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 LINE CONDUIT IS LESS THAN 900 mm (36") 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 mm (8") THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM THE END OF THE RCP, SHALL BE A MINMUM OF 150 mm (61. 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 (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 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 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 328 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 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP I AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 1 SHEET 3OF3 MANHOLE PIPE TO PIPE (ONE OR BOTH MAIN LINE321RIC ID'S 825mm(33")OR SMALLER) 1. -15M(o4) J BARS, OPTIONAL 1.4 m (4' -8•) LONG. m (4' OUTSIDE 75 mm (3.1 OC CONTINUE F DI F ADDITIONAL BARS CONCRETE 150 mm (60) OC TO INSIDE WHEN D2 IS 1500 mm (601 EDGE OF MANHOLE 11 11 N STATION - 125 mm x 50 mm (5'x BARS 900 mm 20) PIPE SEAT I 3-D BARS. 75 mm ��125 mm (39 OC CONTINUE SEE N4 TE 2 150 mm (60) OC ¢ -I RING SEAT 'n K, wen 4-20M(06) E BARSPL 260 mm (10 1/40) SEE NOTE 3 150 mm (61 IOM 0 450 mm (-3 H BAR OR •4 0 18') OC ' TIE BARS pw- VARIABLE A 5 B BARS E BARS 150 mm (61) TIE BARS ROUND TO 75 mm (31 R OPTIONAL FILLET B SPUR 150 mm (60) ANY STANDARD PIPE JOINT "•''R=ID I E OF SPUR t WITH A MAX. 'D OF 1050 mm F D2 F. (3'-66) MANHOLE PLAN SHAFT PER STD. (SHAFT NOT SHOWN) PLAN 324 TEPSISTEPS- MS RS 125 mm x 50 IT T.. (5'x2') g PIPE SEAT - ELEV. S 1.2 m OPTIONAL MANHOLE PIPE TO PIPE OUTSIDE SECTION G - G EDGE OF 322-1 CONCRETE 15M 0 150 mm 04 0 6') WHEN D2 IS 1500 mm (601 Ct tc L 4-15M(#4) H 20M 0 150 mm 06 0 6' BARS 900 mm OMIT THIS STEP IN (3'-0*) LONG DETAIL "N" ��125 mm (RINGS AND COVER NOT SHOWN) SEE N4 TE 2 150 mm (60) - STREET GRADE MANHOLE FRAME ANIS COVER PER w STD. PLAN 630 J to F4- [) BARS W TIE BARS (n / F BARS AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER IL -15M 0 450 mm (04 0 18') MANHOLE PIPE TO PIPE '''- OC BOTH WAYS, TO BE SECTION G - G 15M 0 450 mm (+4 0 18-) OC USED WHEN B IS 1500 mm 322-1 BOTH WAYS, TO BE USED (602) OR MORE 15M 0 150 mm 04 0 6') WHEN D2 IS 1500 mm (601 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION OR MORE 2&50 mm 90" -360Q mm 144'1 SECTION N -M -P -O 20M 0 150 mm 06 0 6' CONCRETE RINGS PER OMIT THIS STEP IN STD. PLAN 324 PAVED STREETS ��125 mm H BAR (5') STREET GRADE ' w 125 mm x 25 mm (5' x 1") 150 mm (60) -I RING SEAT 'n K, wen 1650 mm (66.1 260 mm (10 1/40) 400 mm (161 FOR PAVED 150 mm (61 STREETS, 650 mm (2'-2' H BAR FOR UNPAVED STREETS 60 410 150 mm (61 pw- VARIABLE TIE BARS E BARS 150 mm (61) TIE BARS 2550 mm (1021 F F J BARS 2700 mm (1080) ROUND EDGES TO 2850 mm (1141 75 mm (30) R 3000 mm (12041 SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE MANHOLE PIPE TO PIPE STANDARD PLAN METRIC PUBLIC WORKS STANDARDS INC., GREENBOOK COMMITTEE 1992 LARGE SIDE INLET 322-1 REV. 1996 15M 0 150 mm 04 0 6') SHEET 1 OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION �+- q. SHAFT I 125 mm x 50 mm (5' x2') E E PIPE SEAT o iv D BARS D BARS ROUND EDGES ' I,p TO 75 mm (3') R� P 700 mm STATIO I -� _4•) ELEVATION I STATION I I ELEVATION LONGITUDINAL SECTION TABLE OF VALUES FORM SEE NOTE 2) SECTION PAVED STREET UNPAVED STREET MAX. I MIN. MAX. MIN. N -M -P -O 1867 mm (2'-10 1/2") 11060 mm (3'-6') C -C 282 mm (11") 1 217 mm (8 1/24) 410 mm (161) 1380 mm (154) TABLE OF TABLE OF BARS SIZES PA Qz OR B A a 8 0 O F 300 mm (121-975 mm (39' 15M 0 75 mm 05 0 31 15M 0 150 mm 04 0 6') 1050 mm (42')-2100 mm (84.) 120M 0 75 mm 06 0 3') 15M 0 150 mm 05 0 61 2&50 mm 90" -360Q mm 144'1 205 mm 80) 20M 0 150 mm 06 0 6' TABLE OF VALUES FORM SEE NOTE 2) SECTION PAVED STREET UNPAVED STREET MAX. I MIN. MAX. MIN. N -M -P -O 1867 mm (2'-10 1/2") 11060 mm (3'-6') C -C 282 mm (11") 1 217 mm (8 1/24) 410 mm (161) 1380 mm (154) TABLE OF VALUES OR PA 300 mm (12') 900 mm 36" 165 mm (6 1/2') 975 mm 180 mm (71 1050 mm (421 190 mm (7 1/21 1125 mm (451 195 mm (7 3/4'11 1200 mm 481 205 mm 80) 1275 mm (511 215 mm (8 1/29 1350 mm 230 mm (91 1425 mm 5 235 mm 9 1/41 1500 mm (601 240 mm 9 1/2' 1575 mm (63') 255 mm (104) 1650 mm (66.1 260 mm (10 1/40) 1725 mm 69') 275 mm 10 3/41 1800 mm (721 280 mm (II') 1950 mm (781 300 mm (11 3/4') 2100 mm (841 320 mm (12 1/2') 2250 mm (901 335 mm (13 1/4') 2400 mm (96'1 355 mm (14.1 2550 mm (1021 395 mm (15 1/21) 2700 mm (1080) 405 mm (16' 2850 mm (1141 420 mm (16 1/2' 3000 mm (12041 430 mm (17') 3150 mm (126') 430 mm (17') 3300 mm (1321 445 mm (17 1/21 3450 mm (1384 1 445 mm (17 1/21 600 mm 14 411 455 mm (18' TABLE OF VALUES FOR T STANDARD PLAN METRIC 322-1 MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 300 mm (12') 100 mm (41 375 mm (151 110 mm (4 1/41 450 mm (18') 115 mm (4 1/21 525 mm (21") 125 mm (5.) 600 mm (24') 135 mm (5 1/41 675 mm (271 140 mm 5 1/2' 750 mm (301 150 mm (61 825 mm (331 160 mm (6 1/41 900 mm (36") 165 mm (6 1/21 975 mm (39') 180 mm (71 1050 mm (429 190 mm (7 1/2.1 1125 mm (451 195 mm (7 3/41 1200 mm (481 205 mm IS') 1275 mm (511 215 mm (8 1/2') 1350 mm (540) 230 mm (91 1425 mm (57') 235 mm (9 1/4'} 1500 mm (60') 240 mm (9 1/21 1575 mm (63') 255 mm (101 1650 mm (66') 260 mm (10 1/4.1 1725 mm (691 275 mm (10 3/4' 1800 mm (721 280 mm (11") 1950 mm (781 300 mm (11 3/4;-)- mm (841) 320 mm (12 1/21 .2100 2250 mm (90' 335 mm (13 1/4') 2400 mm (961 355 mm (14") 2550 mm 0021 395 mm (15 1/2') 2700 mm (108') 405 mm (16.1 '2850 mm (114') 420 mm 16 1/29 3000 mm (1201 430 mm (17') 3150 mm (1261 430 mm (171 3300 mm 0321 445 mm (17 1/2') 3450 mm (1381 445 mm (17 1/2') 3600 mm (144') 455 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 322-1 MANHOLE PIPE TO PIPE (LARGE SIDE INLET) SHEET 2 OF 4 NOTES I. VALUES FOR A. B. C. DI. D2, ELEVATION R AND ELEVATION S 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'-6") 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 (48") 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(48") 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 (96") OR LESS AND 200 mm (89 FOR D2 OVER 2400 mm (96'). 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 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 041 TO 375 mm (15") 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- QUATE. MAIN LINE = 900 mm (36') INSIDE DIAMETER OR LARGER. B. LATERAL = 300 mm (12") TO 3600 mm (144") INSIDE DIAMETER: HOWEVER, THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF THE MAIN LINE. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 322-1 MANHOLE PIPE TO PIPE (LARGE SIDE INLET) SHEET 3 OF 4 SEAL -ENGINEER SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS QgoFESs�oN NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF �a �o A • scq� APPROVAL SHOWN HEREON AND CARRIED FORTH INA DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE W t ? m REVISIONS TO THE PLANS TO BRING THEM INTO w N0. 25917 .* Exp. 12/31 /05 CONFORMANCE WITH CONDITIONS AND STANDARDS IN s9 e1Vl\� APPR. DATE EFFECT. OF CA�� REVISIONS CITY I 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 (361 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 PLAN METRIC MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 322-1 CID PIPE I DIMENSIONS I DI- M- _ 24�� 41-0�. 2�-6" 1 0- 42 2 - 5.4,..-.- -4.-t� 48�� 4�-I_d' _ A W g.. PLAN 3" ELEVATION NOTES 1. REINFORCING STEEL IN WALLS AND BASE SHALL 8E THE SAME AS STD. N0. 209. 2. NOTES SHALL BE THE SAME AS STD. N0. 209. 3. SECTION A -A IS THE SAME AS STD. N0. 209. SAN BERNARDINO COUNTY ROAD DEPARTMENT DATE: a. V. C. 7-45 HEADWALL M A. Nicholas 'U� -TYPE 20 9A COUNTY ENGINEER CSL ENGINEERING, INC. CITY OF FONTANA, CALIFORNIA 11651 STERLING AVENUE, SUITE E RIVERSIDE, CALIFORNIA 92503 DROWN BY: (909) 785-5122 * FAX (909) 785-5180 5E DESIGNED BY: PREPARED BY: R.C.E. N0.25917 RAS EXP. 12/31/035T_ ��L/• SG��.DATE: CHECKED BP RI RICHARD A. SCIANNI STREET IMPROVEMENT PLANS SCALE: TRACT 15964 N/A _ ETAIL S DATE: SEPTEMBER, 2001 D g _ DWG. N0. SHEET ITV ENGINEER: RICARDO SANDOVAL R.C.E. 51152 3017 9 OF 11 JN545/09-21-01 /545_-1 STAN DBAS.DWG/S:40 SHEET 4 OF 4 CID PIPE I DIMENSIONS I DI- M- _ 24�� 41-0�. 2�-6" 1 0- 42 2 - 5.4,..-.- -4.-t� 48�� 4�-I_d' _ A W g.. PLAN 3" ELEVATION NOTES 1. REINFORCING STEEL IN WALLS AND BASE SHALL 8E THE SAME AS STD. N0. 209. 2. NOTES SHALL BE THE SAME AS STD. N0. 209. 3. SECTION A -A IS THE SAME AS STD. N0. 209. SAN BERNARDINO COUNTY ROAD DEPARTMENT DATE: a. V. C. 7-45 HEADWALL M A. Nicholas 'U� -TYPE 20 9A COUNTY ENGINEER CSL ENGINEERING, INC. CITY OF FONTANA, CALIFORNIA 11651 STERLING AVENUE, SUITE E RIVERSIDE, CALIFORNIA 92503 DROWN BY: (909) 785-5122 * FAX (909) 785-5180 5E DESIGNED BY: PREPARED BY: R.C.E. N0.25917 RAS EXP. 12/31/035T_ ��L/• SG��.DATE: CHECKED BP RI RICHARD A. SCIANNI STREET IMPROVEMENT PLANS SCALE: TRACT 15964 N/A _ ETAIL S DATE: SEPTEMBER, 2001 D g _ DWG. N0. SHEET ITV ENGINEER: RICARDO SANDOVAL R.C.E. 51152 3017 9 OF 11 JN545/09-21-01 /545_-1 STAN DBAS.DWG/S:40