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Home My WebLink About3721-2I NOTM- CONTRACTOR TO VERWY LOCATION AND UEVATION PRIOR TO START OF CONSTRUCTION. mx� 1+00 2+00 r -y -C-, 37+81.43 ST, STA. CL BEECH AVENUE - "X 0 STREET IMPROVE bTS 'c (132t 7-P5 CITY DWG. N 719 O. ' 1 (IN l IM= 4OFr ANN (022045200A 164® 314) - 109 F 5 Br -. - 5; MILLER 0� RCP 1AVENUE 1191�1�11�11 BASIS OF BEARINGS: BASIS OF BEARING IS THE CENTERLINE OF BEECH AVENUE AS SHOWN ON TRACT MAP NO. 16477, RECORDED IN BOOK 298 OF MAPS, PAGES 59-62, INCLUSIVE BEING: N00'21'45"E ............ BENCHMARK PREPARED FOR: YOWC HOMES CITY OF FONTANA BENCHMARK NO. 361. 10370 TRADEMARK STREET RAILROAD SPIKE IN NORTH FACE OF POWER POLE RANCHO CUCAMONGA NO. 10536697E AT THE SOUTHWEST CORNER OF CA 91730 SULTANA AVENUE AND BASELINE AVENUE, (909) 291-7600 ELEVATION. 1365.01 3 -15W#4) 4 BAR$, L4 m (41-81) LONG, 75 n" (31) OC CONTINUE ADDITIONAL BARS ISO mm (61 OC TO INSIDE ew or suTlION 125 mm N 50 mm l 21) P�PE SEAT 3-D BAR$, 7,5 mm (Y) Or, CONTINUE 4-20M(il E BARSPI SEE NOTE 3-- 10M 0 450 mm (03 'r OR 04 0 �01) oc TlIE BAR$ -- A a B ROUNO TO 75 wn (34 R OPTIONAL FILLET F, SPUR A "T4 P4 At N T 1 -IT M \- R a I H C SHAFT 05 l x 50 MM (5, $20) PIPE SEAT -D EA ROUND EDGE$ IP TO 75 mm 0"I R - P 700 1 E EVATtON STATION -IE—V 4 T I —ON LONGITUDINAL SECTION 13, MANHOLE FRAME AND COVER SHAI-1- CONFORM TO STANDARD PLAN 630 UNLESS OTHERWISE SHOWN. 14, MANHOLE SHAFT $HALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN, 15WHERE A MANHOLE SHAF-r - 900 nim (5611 WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 326 16, WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 328, 17. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (5611) WITHOUT IS SPECIFIED REFER TO STANDARD PLAN 329, 18 WMENSICIN$ SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT' EXACT EQUAL VALUES, IF METRIC VALUE$ ARE USEDA ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BAR SIZES INEa.@HUNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES,� IF ENGLI,91-1 UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. THE FOLLOWING STANDARD PLANS ARE INCORPORA,rED HEREIN,, 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 l (369 WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 914 mm (369 WITHOUT REDUCER 630 610 Tim (24') MANHOLE FRAME AND COVER 633 914 mrn (36") MANHOLE FRAME AND COVER 6:35 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP p- � �K (RINGS AND ELCOVNEIR�TENOT SHOWN) E 2 AMERICAN PUBLIC WORKS ASSOCIATION � SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN — MFTRIC MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 322-1 SHEE!T 4 OF 4 Prepaxed By: ALLARD ENGINEERING RM 114F0, 1' Civil Engineering - Land Surveying - Land Planning IRA 825"a Sierra Avenue Fontana, California 1-12335 (909) 356-1815 Fax (909) 356-1795 It I 0, David S. Hammer, R.C.E. 43976 DA (expires 6/30/2005) OPTIONAI- OUTSIDE EDGE OF CONCRETE tc P CY-E—DS TRflff 3 �TR FE F— $FCTION -,--:!A:R IN MMMIK MAX WIN, MM -1 0 M -M (r--6) LO2 1-1217 /24 P0 mm (w) —17 -To —1/0 P– �PT k6o ream AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 322-1 SHEET 2 OF 4 - ------- – ----- - NOTES 1, 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 hip FROM STREET GRADE TO THE TOP OF' THE BOX IS gip.E THAN 867 mm 2'-(0 1/21) FOR PAVED STREETS OR 1060 mm (3-6'FOR UNPAVED 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 l (480) OR LESS, CENTER OF SHAFT MAY BE LOCATED PER NOTE 3. 3, CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF TO DRAIN WHEN DIAMETER Dt 13 1200 mm(48") OR LIESS, 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 min (811) FOR N OVER 2400 mil (96"). 6, REINFORCEMENT SHALL CONFORM TO ASTM A 615M, ARE 00(AS1"M A 615. GRADE 40), AND $HALL TERMINATE 4,0 mm (1 1/21 CLEAR OF CONCRETE Sl FACES UNLESS OTHERWISE SHOWN, 7. FLOOR OF MANHOLE $HALL BE STEEL TROWELED TO SPRING LINE, 8, BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOlINT WITH A LONGITUDINAL KEYWAY MAY BE PLACED AT SPRING LINE, 9, 'T'HICKNESS OF' -rHE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT $HALL NOT BE LESS THAN THE rASULAR VALUES OF F SHOWN ON TABLE, SH, I. 10, IF LATERAL$ ENTER ON BOTH SIDES OF MANHOLE, SHAFT SHALL BE LOCATED ON SIDE RECEIVING THE SMALLER LATERAL. - I L STEPS SHALL CONFORM TO STANDARD PLAN 655 OR 636, UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mil (14") TO 375 Dim 05"1 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. BLATERAL m 300 min (12") TO 3600 mm 044') INSIDE DIAMETER: HOWEVER, THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF THE MAIN LINE, STAND 0 Mr�R PLAN IN MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 322-1 HEET 3 OF 4] 1111 ill�ili'll 1,111111, 1 jlr� A,l ll� C 1 vi R V — NEM3MORIMEME STORM DRAIN 3Y HERS 10 1 (IN l IM= 4OFr ANN (022045200A 164® 314) - 109 F 5 Br -. - 5; MILLER 0� RCP 1AVENUE 1191�1�11�11 BASIS OF BEARINGS: BASIS OF BEARING IS THE CENTERLINE OF BEECH AVENUE AS SHOWN ON TRACT MAP NO. 16477, RECORDED IN BOOK 298 OF MAPS, PAGES 59-62, INCLUSIVE BEING: N00'21'45"E ............ BENCHMARK PREPARED FOR: YOWC HOMES CITY OF FONTANA BENCHMARK NO. 361. 10370 TRADEMARK STREET RAILROAD SPIKE IN NORTH FACE OF POWER POLE RANCHO CUCAMONGA NO. 10536697E AT THE SOUTHWEST CORNER OF CA 91730 SULTANA AVENUE AND BASELINE AVENUE, (909) 291-7600 ELEVATION. 1365.01 3 -15W#4) 4 BAR$, L4 m (41-81) LONG, 75 n" (31) OC CONTINUE ADDITIONAL BARS ISO mm (61 OC TO INSIDE ew or suTlION 125 mm N 50 mm l 21) P�PE SEAT 3-D BAR$, 7,5 mm (Y) Or, CONTINUE 4-20M(il E BARSPI SEE NOTE 3-- 10M 0 450 mm (03 'r OR 04 0 �01) oc TlIE BAR$ -- A a B ROUNO TO 75 wn (34 R OPTIONAL FILLET F, SPUR A "T4 P4 At N T 1 -IT M \- R a I H C SHAFT 05 l x 50 MM (5, $20) PIPE SEAT -D EA ROUND EDGE$ IP TO 75 mm 0"I R - P 700 1 E EVATtON STATION -IE—V 4 T I —ON LONGITUDINAL SECTION 13, MANHOLE FRAME AND COVER SHAI-1- CONFORM TO STANDARD PLAN 630 UNLESS OTHERWISE SHOWN. 14, MANHOLE SHAFT $HALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN, 15WHERE A MANHOLE SHAF-r - 900 nim (5611 WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 326 16, WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 328, 17. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (5611) WITHOUT IS SPECIFIED REFER TO STANDARD PLAN 329, 18 WMENSICIN$ SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT' EXACT EQUAL VALUES, IF METRIC VALUE$ ARE USEDA ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BAR SIZES INEa.@HUNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES,� IF ENGLI,91-1 UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. THE FOLLOWING STANDARD PLANS ARE INCORPORA,rED HEREIN,, 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 l (369 WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 914 mm (369 WITHOUT REDUCER 630 610 Tim (24') MANHOLE FRAME AND COVER 633 914 mrn (36") MANHOLE FRAME AND COVER 6:35 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP p- � �K (RINGS AND ELCOVNEIR�TENOT SHOWN) E 2 AMERICAN PUBLIC WORKS ASSOCIATION � SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN — MFTRIC MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 322-1 SHEE!T 4 OF 4 Prepaxed By: ALLARD ENGINEERING RM 114F0, 1' Civil Engineering - Land Surveying - Land Planning IRA 825"a Sierra Avenue Fontana, California 1-12335 (909) 356-1815 Fax (909) 356-1795 It I 0, David S. Hammer, R.C.E. 43976 DA (expires 6/30/2005) OPTIONAI- OUTSIDE EDGE OF CONCRETE tc P CY-E—DS TRflff 3 �TR FE F— $FCTION -,--:!A:R IN MMMIK MAX WIN, MM -1 0 M -M (r--6) LO2 1-1217 /24 P0 mm (w) —17 -To —1/0 P– �PT k6o ream AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 322-1 SHEET 2 OF 4 - ------- – ----- - NOTES 1, 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 hip FROM STREET GRADE TO THE TOP OF' THE BOX IS gip.E THAN 867 mm 2'-(0 1/21) FOR PAVED STREETS OR 1060 mm (3-6'FOR UNPAVED 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 l (480) OR LESS, CENTER OF SHAFT MAY BE LOCATED PER NOTE 3. 3, CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF TO DRAIN WHEN DIAMETER Dt 13 1200 mm(48") OR LIESS, 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 min (811) FOR N OVER 2400 mil (96"). 6, REINFORCEMENT SHALL CONFORM TO ASTM A 615M, ARE 00(AS1"M A 615. GRADE 40), AND $HALL TERMINATE 4,0 mm (1 1/21 CLEAR OF CONCRETE Sl FACES UNLESS OTHERWISE SHOWN, 7. FLOOR OF MANHOLE $HALL BE STEEL TROWELED TO SPRING LINE, 8, BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOlINT WITH A LONGITUDINAL KEYWAY MAY BE PLACED AT SPRING LINE, 9, 'T'HICKNESS OF' -rHE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT $HALL NOT BE LESS THAN THE rASULAR VALUES OF F SHOWN ON TABLE, SH, I. 10, IF LATERAL$ ENTER ON BOTH SIDES OF MANHOLE, SHAFT SHALL BE LOCATED ON SIDE RECEIVING THE SMALLER LATERAL. - I L STEPS SHALL CONFORM TO STANDARD PLAN 655 OR 636, UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mil (14") TO 375 Dim 05"1 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. BLATERAL m 300 min (12") TO 3600 mm 044') INSIDE DIAMETER: HOWEVER, THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF THE MAIN LINE, STAND 0 Mr�R PLAN IN MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 322-1 HEET 3 OF 4] 1111 ill�ili'll 1,111111, 1 jlr� A,l ll� C 1 vi R V — NEM3MORIMEME P CY-E—DS TRflff 3 �TR FE F— $FCTION -,--:!A:R IN MMMIK MAX WIN, MM -1 0 M -M (r--6) LO2 1-1217 /24 P0 mm (w) —17 -To —1/0 P– �PT k6o ream AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 322-1 SHEET 2 OF 4 - ------- – ----- - NOTES 1, 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 hip FROM STREET GRADE TO THE TOP OF' THE BOX IS gip.E THAN 867 mm 2'-(0 1/21) FOR PAVED STREETS OR 1060 mm (3-6'FOR UNPAVED 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 l (480) OR LESS, CENTER OF SHAFT MAY BE LOCATED PER NOTE 3. 3, CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF TO DRAIN WHEN DIAMETER Dt 13 1200 mm(48") OR LIESS, 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 min (811) FOR N OVER 2400 mil (96"). 6, REINFORCEMENT SHALL CONFORM TO ASTM A 615M, ARE 00(AS1"M A 615. GRADE 40), AND $HALL TERMINATE 4,0 mm (1 1/21 CLEAR OF CONCRETE Sl FACES UNLESS OTHERWISE SHOWN, 7. FLOOR OF MANHOLE $HALL BE STEEL TROWELED TO SPRING LINE, 8, BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOlINT WITH A LONGITUDINAL KEYWAY MAY BE PLACED AT SPRING LINE, 9, 'T'HICKNESS OF' -rHE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT $HALL NOT BE LESS THAN THE rASULAR VALUES OF F SHOWN ON TABLE, SH, I. 10, IF LATERAL$ ENTER ON BOTH SIDES OF MANHOLE, SHAFT SHALL BE LOCATED ON SIDE RECEIVING THE SMALLER LATERAL. - I L STEPS SHALL CONFORM TO STANDARD PLAN 655 OR 636, UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mil (14") TO 375 Dim 05"1 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. BLATERAL m 300 min (12") TO 3600 mm 044') INSIDE DIAMETER: HOWEVER, THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF THE MAIN LINE, STAND 0 Mr�R PLAN IN MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 322-1 HEET 3 OF 4] 1111 ill�ili'll 1,111111, 1 jlr� A,l ll� C 1 vi R V — NEM3MORIMEME ream AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 322-1 SHEET 2 OF 4 - ------- – ----- - NOTES 1, 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 hip FROM STREET GRADE TO THE TOP OF' THE BOX IS gip.E THAN 867 mm 2'-(0 1/21) FOR PAVED STREETS OR 1060 mm (3-6'FOR UNPAVED 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 l (480) OR LESS, CENTER OF SHAFT MAY BE LOCATED PER NOTE 3. 3, CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF TO DRAIN WHEN DIAMETER Dt 13 1200 mm(48") OR LIESS, 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 min (811) FOR N OVER 2400 mil (96"). 6, REINFORCEMENT SHALL CONFORM TO ASTM A 615M, ARE 00(AS1"M A 615. GRADE 40), AND $HALL TERMINATE 4,0 mm (1 1/21 CLEAR OF CONCRETE Sl FACES UNLESS OTHERWISE SHOWN, 7. FLOOR OF MANHOLE $HALL BE STEEL TROWELED TO SPRING LINE, 8, BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOlINT WITH A LONGITUDINAL KEYWAY MAY BE PLACED AT SPRING LINE, 9, 'T'HICKNESS OF' -rHE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT $HALL NOT BE LESS THAN THE rASULAR VALUES OF F SHOWN ON TABLE, SH, I. 10, IF LATERAL$ ENTER ON BOTH SIDES OF MANHOLE, SHAFT SHALL BE LOCATED ON SIDE RECEIVING THE SMALLER LATERAL. - I L STEPS SHALL CONFORM TO STANDARD PLAN 655 OR 636, UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mil (14") TO 375 Dim 05"1 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. BLATERAL m 300 min (12") TO 3600 mm 044') INSIDE DIAMETER: HOWEVER, THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF THE MAIN LINE, STAND 0 Mr�R PLAN IN MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 322-1 HEET 3 OF 4] 1111 ill�ili'll 1,111111, 1 jlr� A,l ll� C 1 vi R V — NEM3MORIMEME