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Home My WebLink About3492-63-I5MI•4) J BARS, 1.4 m (4'-81) LONG. 75 mm (3.) OC CONTINUE ADDITIONAL BARS 150 mm l6.1 OC TO INSIDE EDGE OF MANHOLE STATION 125 mm x 50 mm (5'x 21 PIPE SEAT -� 3-D BARS. 73 mm (31 OC CONTINU� 150 mm (61) OC 4-20M(•6) E BARSkp� L SEE NOTE 3 IOM O 450 mm (e3 OR 94 O 181) OC TIE BARS A B B BARS 4 A kROUND"T.O7 Rale (3•) R 1.2'm OPTIONAL L FILLET (4'-0'] OUTSIDE F EDGE OF CONCRETE Ct tCE SPURISO mm I69 L- BARS 900 NalTANDARD (3'-09 LONG OINT DETAIL 'N' (RINGS ANO COVER NOT SHOWN) SEE NOTE 2 eT•T,nu N-1 M `R a D STREET AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER - - SPUR * GRADE PUBLIC WORKS STANDARDS INC., OREENBO COMMITTEE LARGE SIDE INLET WITH A MAX. MANHOLE FRAME JF'r 2 OF IOSO mm SHEET 1 OF 4 AND COVER PER I I •) mm F (3'-6•)MANHOLE 62 �) 9 mm STD. PLAN 630 13R I TO 75mm.1 �DZ_.� loco mm (42• w II mm 4 PLAN SHAFT mm mm 13 0 mm (S4'1 F-, ELEVATION PER STD. Rlm 1/4 0 BARS (SHAFT NOT SHOWN) PLAN 324 --_ w TIE BARS STEPS a: F BARS ere 4•1 • 3• 1 M O IS no M 11441125111• -- I N mm 11 i/ ) S mm 13 I/4• LE OF VALUES FUW773EE NOTE 2) SECTION TIE BARS F BARS 125 mRa It 30 1 0• 1 0 exe 1 9 I/ri 1 4 TIE mm mm I TAME OF VALUE3 FOR F (5•xr) I BARS mm 1 0 mm 10. FOLLOWING ALTERNATE SOLUTIONS MUST BE USED. PIPE SEAT I A BARS 123 aw I. PROVIDE A SPECIAL STRUCTURE. II mm 43• 19 mm / 1200 mm mm ELEV. R (S• I 1• mm 1/2' to Ile) 1450 no Tem (91 (304 ELEV. 3 JUNCTION STRUCTURE OR TRANSITION STRUCTURE. 1425 111111 (3 1235 min (9 1/41) won 1 O mm I mm I B BARS I mm 66' 6 mm 01/4.1 13. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS mm elm ISM O 450 mm (M O 161) 1 0 mm 11•205 Lj OC BOTH WAYS, TO BE SECTION G -G ISM O 450 mm (•4 O 18.1 OC USED WHEN B IS 1500 mm 2100 M (B4 �1 320 mm 12 I/r BOTH WAYS, TO BE USED (60') OR MORE 1/+1 HN mm mm4i4 WHEN D2 IS 1500 mm (60.1 OR MORE -1 400 mm SS mm2350 SECTION N -M -P -O CONCRETE RINGS PER SPECIFIED REFER TO STANDARD PLAN 328. OMIT THIS STEP IN STD. PLAN 324 PAVED STREETS. 125 mm 3/44 I 13•) STREET GRADE H EAR 125 mm x 25 mm (5• It I') 150 mm (61) M RING SEAT 00 mm 13 443 erTl 17 1/ 320 �~ 4 mm 1 44 ere 171/ 400 mm p69 FOR PAVED ISO mm (61) USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING STREETS, 680 mm (2'-2' H BAR amin FOR UNPAVED STREETS � 150 mm 61 24 •r VARIABLE TIE BARS E BARS ENGLISH UNITS. • ` TIE BARS 430 F F J BARS 45 443 445 ROUND EDGES TO 600 453 75 mm (31) R 326 MANHOLE SHAFT - 900 mm (369 WITHOUT REDUCER AMERICAN PUBLIC WORKS ASSOCIATION SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE MANHOLE PIPE TO PIPE STANDARD PUBLIC WORKS STANDARDS INC., OREENBO COMMITTEE LARGE SIDE INLET 322 -1 �eez to 4S 116' . REV' 19M SHEET 1 OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NOTES I. VALUES FOR A. B. C. D1. 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 1/2`) 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 (54 FOR D2=2400 mm (96•) OR LESS AND 200 mm (80) 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 V 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. I. 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 (141) TO 373 mm (I54 OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (244 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 (360) INSIDE DIAMETER OR LARGER. B. LATERAL - 300 mm 024 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 PIAN METRIC 32230 MANHOLE PIPE TO PIPE (LARGE SIDE INLET) E SHAFT E F MANHOLE PIPE TO PIPE (LARGE SIDE INLET) mm x SO mm (5• x2') 00 mm 12• 1 mm 4• i125 PIPE SEAT I mm I/4• 4S 116' liD BARS �, 1 ere s 0 BARS I I •) mm 7 mix ROUND EDGES iltP 62 �) 9 mm 160 mm 1 mm 13R I TO 75mm.1 1 r loco mm (42• P 700 mm II II mm 4 19 mm 3/4• II '-4) ELEVATIONSTATION I I mm mm 13 0 mm (S4'1 F-, ELEVATION 14 mm Rlm 1/4 LONGITUDINAL SECTION mm 9 � / mm 1 ) I 0 mm •) TABLE OF BARS SIZES 011 OR 5 1 A I mm l69' • ISM O 156 mm t0 •F 4 a s• mm ere 4•1 • 3• 1 M O IS no M 11441125111• mm •S 0 69 mm 11 i/ ) S mm 13 I/4• LE OF VALUES FUW773EE NOTE 2) SECTION 14• 0 I 7 10 HIM 114' •aiiiii 160 01111111MCW-61 1 0• 1 0 exe 1 9 I/ri 1 4 mm mm mm I TAME OF VALUE3 FOR F O T mm mm mm 1 0 mm 10. FOLLOWING ALTERNATE SOLUTIONS MUST BE USED. 10 mm 42• Raw I. PROVIDE A SPECIAL STRUCTURE. II mm 43• 19 mm / 1200 mm mm I 1• mm 1/2' to Ile) 1450 no Tem (91 (304 JUNCTION STRUCTURE OR TRANSITION STRUCTURE. 1425 111111 (3 1235 min (9 1/41) won 1 O mm I mm I UNLESS OTHERWISE SHOWN. • I mm 66' 6 mm 01/4.1 13. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS mm elm 1 0 mm 11•205 /4 14. WHERE A MANHOLE SHAFT - 900 mm (36') WITHOUT REDUCER IS 2100 M (B4 �1 320 mm 12 I/r SPECIFIED REFER TO STANDARD PLAN 336. 1/+1 HN mm mm4i4 IS -1 400 mm SS mm2350 mm 10 ere/ SPECIFIED REFER TO STANDARD PLAN 328. 0 mm 1 mm 16. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (36•) WITHOUT REDUCER 3 mm 114• 4 err 1 I 3/44 000 M I 4 mm Ir 721) � 150 mm mm ll 00 mm 13 443 erTl 17 1/ 320 17. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL VALUES 4 mm 1 44 ere 171/ � Q USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING 55 amin 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. Q 430 45 443 445 324 MANHOLE SHAFT -WITH ECCENTRIC REDUCER 600 453 326 MANHOLE SHAFT - 900 mm (369 WITHOUT REDUCER AMERICAN PUBLIC WORKS ASSOCIATION 328 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 329 PRESSURE MANHOLE SHAFT - 914 .mm (360) WITHOUT REDUCER METRIC 630 610 mm (24') MANHOLE FRAME AND COVER MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 322-1 635 STEEL STEP � 636 POLYPROPYLENE PLASTIC STEP TAB OF Y E F MANHOLE PIPE TO PIPE (LARGE SIDE INLET) STANDARD 331-2 00 mm 12• 1 mm 4• ere 1 I mm I/4• 4S 116' II mm (4 I/2• �, 1 ere s s00 mm 4•) 7 mm 2 I I •) mm 7 mix S 'I/+• 62 �) 9 mm 160 mm 1 mm mm 1 r loco mm (42• Iso mm T 1/2.1 II mm 4 19 mm 3/4• 4 1 I' mm mm 13 0 mm (S4'1 230 mm (9• 14 mm Rlm 1/4 1 0 mm I T mm 6 mm 9 � / mm 1 ) I 0 mm •) mm I I/ I mm l69' 18 0 mm ( leo mm 01 OR) mm 30 mm (II /4• loo mm IB4• mm mm 11 i/ ) S mm 13 I/4• 400 Ram 6•) 14• 0 I 7 10 HIM 114' 393 mm IS I/ mm 1 mm Is 1/ 1 0• 1 0 exe 1 I ere 1 1 1 mm mm I 3 mm 144• mm 1 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 (360) 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 (36') WITHOUT REDUCER 630 610 mm (24•) MANHOLE FRAME AND COVER 633 914 mm (36•) MANHOLE FRAME AND COVER 635 STANDARD PLAN 322�0� MANHOLE PIPE TO PIPE (LARGE SIDE INLET) STANDARD 331-2 A. MAIN LINE = 825 mm (331 INSIDE DIAMETER OR LESS. (EXCEPTION - SHEET 2 OF 4 STEEL STEP 636 POLYPROPYLENE PLASTIC STEPMETRIC AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 322�0� MANHOLE PIPE TO PIPE (LARGE SIDE INLET) STANDARD 331-2 19e4 Toll FREE �� 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT E MAIN LINE RCP OR REINFORCED MONOLITHIC ARCH. SEE NOTE 2 60 mm (3') I 6 SPUR - REINFORCING STEEL 80 mm (31) MIN. LINE NG ROUND ' EDGES UNDISTURBED EARTH STA. POINT CONNECTOR 80 nwn SEE NOTE 3 (3•) MIN. PLAN IOM O 480 mm 03 OR •4 O 181 OC TIE BAR G BARS ISM O ISO mm 04 O 61) OC 1H ' ELEY. R E BARS 15M l•S) -�--j /(3') OC O e0 on t- FBARS ISM (•s) O 73 mm (34 OC CONCRETE CRADLE, 263-C-14 (450-C-2000), SEE NOTE 9 SECTION Z -Z E LATERAL/ CONNECTOR PIPE -G BARS i ISM O ISO mm 04 O 61) OC -IOM O 450 mm 03 OR •4 O 181 OC TIE BARS -E AND F BARS 15M07S mm t•S O 31 OC, SEE NOTE 8 75 mill (31 R or N,4 " EDGES TO BE ROUNDED H A . Rm Tf f.a J J � I OF SPUR t ISO mm (69 All SECTION M -M BARS ti BARS AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER •aTEDBYTHE ROM � KI,�E"C.' JUNCTIONSTRUCTURE - PIPE TO PIPE INLET ID > 600 mm (24'1 OR ID> 112 MAIN UNE ID STANDARD 331-2 19e4 A. MAIN LINE = 825 mm (331 INSIDE DIAMETER OR LESS. (EXCEPTION - Rte' 78Be SHEET 1 OF 2 USE YaI1TH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NOTES i. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER OF THE LATERAL IS GREATER THAN I/2 THE INSIDE DIAMETER D OF THE MAIN LINE: OR WHEN THE INSIDE DIAMETER B OF THE LATERAL IS GREATER THAN 600 mm (240). B SHALL NOT EXCEED .75 D OR 975 mm (399. 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 BE 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°,BIS LESS THAN OR EQUAL TO 600 mm (249 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 TO 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 CONCRETE 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 (t 1/21 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=70/12 t 150 mm (60). II. 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. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 31 METRIC 2 SHEET 20F2 JUNCTION STRUCTURE -.PIPE TO PIPE INLET ID Z 600 mm 24" OR > 1/2 MAIN LINE ID mm 0. REINF. 15M � - O 100 mm 04 O 44 OC 4"DETAIL "N" PLAN � � B (RINGS AND COYER NOT SHOWN) PLAN SEE NOTE I (SHAFT NOT SHOWN) STREET GRADE MANHOLE FRAME CONCRETE RINGS STREET GRADE ANO COYER PER PER STD. PLAN 324 STD. PLAN 630 23 111111 x 23 610 mm OMIT THIS STEP tS'xl•) (24•) MANHOLE IN PAYED STREETS RING SEAT SHAFT 225 mm (8 W �m PER STD. 400 mm (161) FOR _ & � Lai PLAN 324 PAVED STREETS, (241 o 900 mm (31-01 650 mm (2'-2') IJ25 � N o STREETS FOR UN- T IOSO em 13'x'! T -- W yl PAVED STREETS J � < i r� (S•I 125 mm It SO (5'x2') PIPE SEAT � m T ROUND EDGES me+ ti > rnIII I. � a OF INLETS I/2• �•` � 5 mm (3') ROUND EDGES IS mm I APPLIES ATTHISSECTION C -C POINT SECTION A -A STATION LINE 900 mm (3'-09 200 mm (81 I STEPS T 450 mm (184 75 aw (3') 7 100 mm (4•) L+2T-200 in (111"Y I 200 mm t81 ' OPTIONAL BOTTOM t SECTION B-BIs LILT 100 mm (4•) --200 mm t84 )RADE POINTS, IEE NOTE S TABLE Of VALUES FORM (SEE NOTE I) SECTION PAYED STREET UNPAVED STREET MAX. YIN. MAX. MIN. A -A 67 mm !2'-10 1/2.1 1060 mm 3'-6' C -C 262 mm (II•) 217 mm IS I/21) 410 mm (161 360 ere (IS•) AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER PROW LOAT•EDerTMe MANHOLE PIPE TO PIPE (ONE OR BOTH STAN 'OPLAN PUBLIC WORKS STANDARD S INC., MAIN UNE ID'S 825imm 33%� OR SMALLER. 321 -1 GREENBOOK COMMITTEE �eaz n'�' Rte' 19B° USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 3 NOTES I. 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 SHAFT PER SECTION C -C AND DETAIL 'N•. DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 150 mm (68) 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 (89 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). S. 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 (I I/20) 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 (80). 10. STEPS SHALL CONFORM TO STANDARD PIAN 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 (240) ABOVE THE LEDGE AT THE SIDE OF THE MANHOLE. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PUN MANHOLE PIPE TO PIPE (ONE OR BOTH MAIN LINE 321-1 1 ID'S 825mm 33" OR SMALLER SHEET 2DF3 I" *Cement grout d f ' � PIPE k laid lengthwise and mortared nside edge of R.C.P. groove copping of en o pipe SECTION or end of pipe (if broken) I Cement grout copping � .f. ' �% � • Brick 8 mortar closure. ELEVATION PIPE CLOSURE -TYPE "8" (Brick and Mortar). NOTE: I. Type )TBT. closure for "D" not larger than 36'unless approved or specified by the Engineer. 2.See specifications for additional information. SAN BERNARDINO COUNTY . FLOOD CONTROL DISTRICT REVISIONS DWN, BY GATE C.L. 5-9-63 FILE N0. S.P. 176A Ii. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE= MANHOLE PIPE TO PIPE ONE OR BOTH MAINLINE ID_ 825mm 33 OR SMALLER SHEET 3 OF 3 A. MAIN LINE = 825 mm (331 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 0. REINF. 15M � - O 100 mm 04 O 44 OC 4"DETAIL "N" PLAN � � B (RINGS AND COYER NOT SHOWN) PLAN SEE NOTE I (SHAFT NOT SHOWN) STREET GRADE MANHOLE FRAME CONCRETE RINGS STREET GRADE ANO COYER PER PER STD. PLAN 324 STD. PLAN 630 23 111111 x 23 610 mm OMIT THIS STEP tS'xl•) (24•) MANHOLE IN PAYED STREETS RING SEAT SHAFT 225 mm (8 W �m PER STD. 400 mm (161) FOR _ & � Lai PLAN 324 PAVED STREETS, (241 o 900 mm (31-01 650 mm (2'-2') IJ25 � N o STREETS FOR UN- T IOSO em 13'x'! T -- W yl PAVED STREETS J � < i r� (S•I 125 mm It SO (5'x2') PIPE SEAT � m T ROUND EDGES me+ ti > rnIII I. � a OF INLETS I/2• �•` � 5 mm (3') ROUND EDGES IS mm I APPLIES ATTHISSECTION C -C POINT SECTION A -A STATION LINE 900 mm (3'-09 200 mm (81 I STEPS T 450 mm (184 75 aw (3') 7 100 mm (4•) L+2T-200 in (111"Y I 200 mm t81 ' OPTIONAL BOTTOM t SECTION B-BIs LILT 100 mm (4•) --200 mm t84 )RADE POINTS, IEE NOTE S TABLE Of VALUES FORM (SEE NOTE I) SECTION PAYED STREET UNPAVED STREET MAX. YIN. MAX. MIN. A -A 67 mm !2'-10 1/2.1 1060 mm 3'-6' C -C 262 mm (II•) 217 mm IS I/21) 410 mm (161 360 ere (IS•) AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER PROW LOAT•EDerTMe MANHOLE PIPE TO PIPE (ONE OR BOTH STAN 'OPLAN PUBLIC WORKS STANDARD S INC., MAIN UNE ID'S 825imm 33%� OR SMALLER. 321 -1 GREENBOOK COMMITTEE �eaz n'�' Rte' 19B° USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 3 NOTES I. 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 SHAFT PER SECTION C -C AND DETAIL 'N•. DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 150 mm (68) 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 (89 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). S. 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 (I I/20) 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 (80). 10. STEPS SHALL CONFORM TO STANDARD PIAN 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 (240) ABOVE THE LEDGE AT THE SIDE OF THE MANHOLE. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PUN MANHOLE PIPE TO PIPE (ONE OR BOTH MAIN LINE 321-1 1 ID'S 825mm 33" OR SMALLER SHEET 2DF3 I" *Cement grout d f ' � PIPE k laid lengthwise and mortared nside edge of R.C.P. groove copping of en o pipe SECTION or end of pipe (if broken) I Cement grout copping � .f. ' �% � • Brick 8 mortar closure. ELEVATION PIPE CLOSURE -TYPE "8" (Brick and Mortar). NOTE: I. Type )TBT. closure for "D" not larger than 36'unless approved or specified by the Engineer. 2.See specifications for additional information. SAN BERNARDINO COUNTY . FLOOD CONTROL DISTRICT REVISIONS DWN, BY GATE C.L. 5-9-63 FILE N0. S.P. 176A Ii. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE= MANHOLE PIPE TO PIPE ONE OR BOTH MAINLINE ID_ 825mm 33 OR SMALLER SHEET 3 OF 3 A. MAIN LINE = 825 mm (331 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 (80) THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM THE END OF THE RCP. SHALL BE A MINMUM OF 150 mm (6'). 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. 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. • I. � a OF INLETS I/2• �•` � 5 mm (3') ROUND EDGES IS mm I APPLIES ATTHISSECTION C -C POINT SECTION A -A STATION LINE 900 mm (3'-09 200 mm (81 I STEPS T 450 mm (184 75 aw (3') 7 100 mm (4•) L+2T-200 in (111"Y I 200 mm t81 ' OPTIONAL BOTTOM t SECTION B-BIs LILT 100 mm (4•) --200 mm t84 )RADE POINTS, IEE NOTE S TABLE Of VALUES FORM (SEE NOTE I) SECTION PAYED STREET UNPAVED STREET MAX. YIN. MAX. MIN. A -A 67 mm !2'-10 1/2.1 1060 mm 3'-6' C -C 262 mm (II•) 217 mm IS I/21) 410 mm (161 360 ere (IS•) AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER PROW LOAT•EDerTMe MANHOLE PIPE TO PIPE (ONE OR BOTH STAN 'OPLAN PUBLIC WORKS STANDARD S INC., MAIN UNE ID'S 825imm 33%� OR SMALLER. 321 -1 GREENBOOK COMMITTEE �eaz n'�' Rte' 19B° USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 3 NOTES I. 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 SHAFT PER SECTION C -C AND DETAIL 'N•. DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 150 mm (68) 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 (89 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). S. 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 (I I/20) 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 (80). 10. STEPS SHALL CONFORM TO STANDARD PIAN 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 (240) ABOVE THE LEDGE AT THE SIDE OF THE MANHOLE. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PUN MANHOLE PIPE TO PIPE (ONE OR BOTH MAIN LINE 321-1 1 ID'S 825mm 33" OR SMALLER SHEET 2DF3 I" *Cement grout d f ' � PIPE k laid lengthwise and mortared nside edge of R.C.P. groove copping of en o pipe SECTION or end of pipe (if broken) I Cement grout copping � .f. ' �% � • Brick 8 mortar closure. ELEVATION PIPE CLOSURE -TYPE "8" (Brick and Mortar). NOTE: I. Type )TBT. closure for "D" not larger than 36'unless approved or specified by the Engineer. 2.See specifications for additional information. SAN BERNARDINO COUNTY . FLOOD CONTROL DISTRICT REVISIONS DWN, BY GATE C.L. 5-9-63 FILE N0. S.P. 176A Ii. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE= MANHOLE PIPE TO PIPE ONE OR BOTH MAINLINE ID_ 825mm 33 OR SMALLER SHEET 3 OF 3 A. MAIN LINE = 825 mm (331 INSIDE DIAMETER OR LESS. (EXCEPTION - IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 900 mm (36') NOTES I. 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 SHAFT PER SECTION C -C AND DETAIL 'N•. DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 150 mm (68) 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 (89 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). S. 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 (I I/20) 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 (80). 10. STEPS SHALL CONFORM TO STANDARD PIAN 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 (240) ABOVE THE LEDGE AT THE SIDE OF THE MANHOLE. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PUN MANHOLE PIPE TO PIPE (ONE OR BOTH MAIN LINE 321-1 1 ID'S 825mm 33" OR SMALLER SHEET 2DF3 I" *Cement grout d f ' � PIPE k laid lengthwise and mortared nside edge of R.C.P. groove copping of en o pipe SECTION or end of pipe (if broken) I Cement grout copping � .f. ' �% � • Brick 8 mortar closure. ELEVATION PIPE CLOSURE -TYPE "8" (Brick and Mortar). NOTE: I. Type )TBT. closure for "D" not larger than 36'unless approved or specified by the Engineer. 2.See specifications for additional information. SAN BERNARDINO COUNTY . FLOOD CONTROL DISTRICT REVISIONS DWN, BY GATE C.L. 5-9-63 FILE N0. S.P. 176A Ii. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE= MANHOLE PIPE TO PIPE ONE OR BOTH MAINLINE I" *Cement grout d f ' � PIPE k laid lengthwise and mortared nside edge of R.C.P. groove copping of en o pipe SECTION or end of pipe (if broken) I Cement grout copping � .f. ' �% � • Brick 8 mortar closure. ELEVATION PIPE CLOSURE -TYPE "8" (Brick and Mortar). NOTE: I. Type )TBT. closure for "D" not larger than 36'unless approved or specified by the Engineer. 2.See specifications for additional information. SAN BERNARDINO COUNTY . FLOOD CONTROL DISTRICT REVISIONS DWN, BY GATE C.L. 5-9-63 FILE N0. S.P. 176A AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER R ECU `RD DRAWING BENCH MARK. # 8-17 BASIS OF BEARINGS THESE Itd,�J _ P C,ALTR/WS BE7VCHMARK �8-17. A THE BASS OF BEARINGS FOR THIS MAP �'' S HA1lE BEEN P �'F .FED IN 6 C RD. Pyn. 36637 FART, G" ' , n !�� Ia1�pR•hA,-�O*„r COQ ?'; 6 � BRASS GAP IN THE CO CRETE BASE OF IS THE CL OF LYi'1,E REEK )� , _E[j AND THE,SOUTH LEG OF AN SCE TOWER SHOWN AS N00'12 35 ON REG(ORD I,, r FU'-?�±"�' F` THE ENGIN IAJ.LL L�� LL NOT BE 343 NORTH OF HIGHLAND 0.2 M/ WEST OF SURVEY MAP f1LED IN � PEs?o^ �. ANY ERRORS OR � �% OMISSIONS WHICH OF SAN SEYAINE RD., 2.a M/ WEST R.S.B. 111199-10J � J1� ��C�• HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS OF SIERRA �j� � �j Ii. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE= MANHOLE PIPE TO PIPE ONE OR BOTH MAINLINE ID_ 825mm 33 OR SMALLER SHEET 3 OF 3 A. MAIN LINE = 825 mm (331 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 (80) THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM THE END OF THE RCP. SHALL BE A MINMUM OF 150 mm (6'). 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. 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 U 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 � Q 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. Q THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: Q 324 MANHOLE SHAFT -WITH ECCENTRIC REDUCER C 326 MANHOLE SHAFT - 900 mm (369 WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC � 329 PRESSURE MANHOLE SHAFT - 914 .mm (360) WITHOUT REDUCER 630 610 mm (24') MANHOLE FRAME AND COVER Q 633 914 mm (369 MANHOLE FRAME AND COVER 635 STEEL STEP � 636 POLYPROPYLENE PLASTIC STEP (/ AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER R ECU `RD DRAWING BENCH MARK. # 8-17 BASIS OF BEARINGS THESE Itd,�J _ P C,ALTR/WS BE7VCHMARK �8-17. A THE BASS OF BEARINGS FOR THIS MAP �'' S HA1lE BEEN P �'F .FED IN 6 C RD. Pyn. 36637 FART, G" ' , n !�� Ia1�pR•hA,-�O*„r COQ ?'; 6 � BRASS GAP IN THE CO CRETE BASE OF IS THE CL OF LYi'1,E REEK )� , _E[j AND THE,SOUTH LEG OF AN SCE TOWER SHOWN AS N00'12 35 ON REG(ORD I,, r FU'-?�±"�' F` THE ENGIN IAJ.LL L�� LL NOT BE 343 NORTH OF HIGHLAND 0.2 M/ WEST OF SURVEY MAP f1LED IN � PEs?o^ �. ANY ERRORS OR � �% OMISSIONS WHICH OF SAN SEYAINE RD., 2.a M/ WEST R.S.B. 111199-10J � J1� ��C�• HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS OF SIERRA �j� � �j STANDARD PUN METRIC 321 -1 MANHOLE PIPE TO PIPE ONE OR BOTH MAINLINE ID_ 825mm 33 OR SMALLER SHEET 3 OF 3 AVE,!/� /f ARE JLT THEREOF. E EZEVAAt7N: 1428.609 c Q REV. REVISION DESCRIPnav DATE E)vr>R CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of : C� L# ffJNT/4NA, C QFtdFF.SS�gv P1ili�Afl� N MA�}7l^.E OF COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �Ieo��,�. �' lwq F� M4Di01LEAlIDA.4l910C'1ATE$ iuc STORM DRAIN IMPROVEMENT PLANS n SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE w 3 No. 36637�c m 10601 CHURCH STREET , STE. 107 DRAWN BY- SCALE- � Exp: 06-30-04 RANCHO CUC MO GA, CA 91730 CC TRACT NO. 16427-1 & 16427-2 As SHOWCIVI N CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRINGeoe� 948-1311 DEsIavED BY ET /LS DA1�� MA JULY 2003 THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN 9TFOFCAL CHEgCED BY: APPRo ex DRAWING NO.: 6 � RCE 36637 P. 06-30-04 Ago. Z.z. ` 3492 < �L•��3• � EFFECT. WENDELL L. IWATSURU MA CITY J:\126-1751\TR16427-1\stormisdO6.dwa. 12/12/2003 10:22:10 AM. DM �, ENGINE R.C.E. 51152 DA 6 J:\126-1751\TR16427-1\stormisdO6.dwa. 12/12/2003 10:22:10 AM. DM