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HomeMy WebLinkAbout3876-41. -) J BARS. m (4' 1.4 m (4'-8•) LONG/ 75 mm (3.) OC CONTINUE F 01 F ADDITIONAL BARS 150 mm (64 OC TO INSIDE EDGE OF MANHOLE STATION 125 mm x 50 mm (5•x 21 PIPE SEAT 3-D BARS. 73 mm (3') OC CONTINUE 150 mm 160) OC 4-20M(66) E BARS SEE NOTE 3 IOM O 450 mm (+3 OR v4 O 186) OC I ROUND TO 75 mm (39 R -- OPTIONAL FILLET 49 r Ct q. SPUR 150 mm (6•) ANY STANDARD PIPE J.QINTM13 nc-(-1111 (RINGS AND COVER NOT SHOWN) SEESEEND 1.2 •m OPTIONAL (41- .1 OUTSIDE EDGE OF CONCRETE SC -15M(x4). H • QARS 900 Iwn _ 3' -0') LON9 TIE BAR$ fb51�V AR '� A 81 B BARS ISM O 450 mm 04 0 180) 322 1992 REV. 998 N L M 15M O 450 mm (04 O 180) OC STREET STATION PT. BOTH WAYS. TO BE USED R= 1 0 m 4 11 m1205 GRADE STATI ON+I ELEVATION OF SPUR * _j\ y' SECTION N -M -P -O WITH A MAX. CONCRETE RINGS PER MANHOLE FRAME OMIT THIS STEP IN STD. PLAN 324 - OF 1050 mm PAVED STREETS ice»- 5 w" STREET GRADE 15 AND COVER PER F D F (3'-6") v W�J RING SEAT 900 mm (3'-O•) 650 ovm (2'-24 ! STD. PLAN 630 150 mm (68) - MANHOLEIll H BAR J FOR UNPAVED STREETS PLAN SHAFT Iso mm 60 _ VARIABLE B(RINGS TIE BARS ---r- PER STD. 28 0 114. mm 000 mm 0' I mm 2 150 m 6' D BARS (SHAFT NOT SHOWN) PLAN 324 -,- 1al uU) TIE BARS ROUND EDGES TO STEPS 75 mm (31) R I m F BARS • 11J 1L-•fi:L�� U afilm ... 012'S mm (5') OF INLETS 1/2• TIE BARS 1 ,L 4 I � •ZIZ"L11itL1I�'R.Z•��IL➢)♦ 0 2. TRENCH DEPTHS OF GREATER THAN 5' inn Q�pFEs& SHALL HAVE ADEQUATE SHORING �� • • • 11_.l F BARS T-11 125 mm It 50 mm ,T o TIE .-- (5•x2•) PIPE SEAT r I ARS 125 IMI BARS I�tL'liil.11illj� d' CIV11. OFCA1.\F ELEV. R 50 1 TRENCH DETAIL 'ECFV. S s' � SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE AR '� -r---- ISM O 450 mm 04 0 180) 322 1992 REV. 998 OC BOTH WAYS. TO BE SECTION G -G 15M O 450 mm (04 O 180) OC USED WHEN 8 IS 1500 mm At BOTH WAYS. TO BE USED (6011) OR MORE m 4 11 m1205 WHEN Dz IS 1300 mm (60.) IN PAVED STREETS MANHOLE ELEVATION OR MORE _j\ y' SECTION N -M -P -O �� CONCRETE RINGS PER OF SPUR i OMIT THIS STEP IN STD. PLAN 324 - 1630 mm PAVED STREETS ice»- 5 w" STREET GRADE 15 PLAN 324 PAVED STREETS, H BAR 125 mm x 25 mm (5' x 1•) 150 mm (60) v W�J RING SEAT 900 mm (3'-O•) 650 ovm (2'-24 ! 400 mm (16'1 FOR PAVED 150 mm (68) goo 13111-1 1113 16 STREETS, 650 mm (2'-2' H BAR 1050 een FOR UNPAVED STREETS 13 I/4• ss• 9400 MM (1029 0 mm Iso mm 60 _ VARIABLE B(RINGS TIE BARS ---r- BARS 28 0 114. mm 000 mm 0' I mm 2 150 m 6' TIE BARS SEE, NOTE 1 `�� S _ F F J BARS 4 U) ROUND EDGES TO ` -• •- 75 mm (31) R I m SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE MANHOLE PIPE TO PIPE STANIDEA IC LAN PUBLIC WORKS STANDARDS INC.. OREENBOOK COMMITTEE LARGE SIDE INLET 322 1992 REV. 998 ,.• SHEET 1 OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION • -• i •.. .' i��.s:fi:t'1:',. ../ 'Sl+: � � ti • rli: • •yl 1' �• •. 1. •y i %'�• �� A't A• � ��..� yT2 '� d }:t} •f . 1•...1�,.'y.?::r.,i•i:;;,•; 7�j�"16i:� •.•F , _ :;; yf�..` /�JF Lf ,J, .. �.. 1 _ t,. .n:� h f ,.• •1. ,11. 610 mm o: GRADE EDGES TO BE ROUNDED STANDARD PLAN METRIC o MAIN LINE ID'S 825mm 33" OR SMALLER TO 75 mm (31) R h f SHEET 1 OF 3 25 II" = F5 MM ROUND EDGES I �Ip 610 mm At � � �%' �A m 4 11 m1205 (24•) IN PAVED STREETS MANHOLE ELEVATION ., I _j\ y' 1 Ra ID G �� 21- OF SPUR i PER. STD. 400 mm (16') FOR RIM 4920)-36-00 MM 114401 251d 0 75 MM t!j 0 30) 7 1630 mm 150 mm (6.1 w PLAN 324 PAVED STREETS, a 124 l MIN. F.. ...-.--..- �.. 900 mm (3'-O•) 650 ovm (2'-24 ! ALL -STEEL REINF. 15M 1 /4• goo 13111-1 1113 16 -- O 100 mm 04 O 48) OC 1050 een 2*1 190 13 I/4• ss• 9400 MM (1029 0 mm t DETAIL `N' PLAN 1 • I/2•) B(RINGS mm AND COVER NOT SHOWN) 28 0 114. mm 000 mm 0' I mm 2 PLAN 161/2-11 • I • SEE, NOTE 1 `�� S (SHAFT NO S OWN) 4 U) STREET GRADE MANHOLE FRAME CONCRETE RINGS STANDARD PLAN METRIC STREET GRADE MAIN LINE ID'S 825mm 33" OR SMALLER 321-1 AND COVER PER PER STD. PLAN 324 SHEET 1 OF 3 25 II" = F5 MM ROUND EDGES I �Ip 610 mm STD. PLAN 630 OMIT THIS STEP mm (51919) m 4 11 m1205 (24•) IN PAVED STREETS MANHOLE ELEVATION RING SEAT co 7 mm !' mm (3419) SHAFT 22•.i Ir1lH (9 G �� 21- s Q• 1050 mm • -21 0 mm 84.1 20M 0 T 15M 0 IsoR250 PER. STD. 400 mm (16') FOR RIM 4920)-36-00 MM 114401 251d 0 75 MM t!j 0 30) 7 1630 mm TABLE OF VXEUES FOR M (SEE NOTE 21 SECTION v T UNPAVED s w PLAN 324 PAVED STREETS, a 124 l N -M -P -W l 667 Mn 121-10 1060 ' -6• 1000 mra N 900 mm (3'-O•) 650 ovm (2'-24 ! ^� 1 /4• goo 13111-1 1113 16 -- STREETS FOR UN -T m 1050 een 2*1 190 13 I/4• ss• 9400 MM (1029 0 mm PAVED STREETS 1 • I/2•) .r F- mm LL7�77� 28 0 114. mm 000 mm 0' I mm 2 75 161/2-11 • I • 00 mm 1 •1 `�� S 125 mm x 50 mm (51424 PIPE SEAT 4 U) t>• -z -i• -r, ,Ott ` -• •- T ROUND EDGES I m •• • 11J 1L-•fi:L�� U afilm ... 012'S mm (5') OF INLETS 1/2• = I ROUND EDGES 15 mm INLET ELEVATION SECTION C -C APPLIES AT THIS POINT SECTION A A STATION LINE-� 900 mm (3'-0') 200 mm 450 mm •089 MITI 100 mm (49 ' L+2T-Zoo mm (e• loo man (4.1 200 mm (811) 200 mm W I OPTIONAL BOTTOM GRADE POINTS. SEE NOTE 5 SECTION 13-13 TABLE OF VALUES FOR M (SEE NOTE 1) SECTION PAVED STREET UNPAVED STREET MAX. MIN. A MIN. A -A 867 mm ('-10 /2.1 1060 mm 13 '-8• C -C 262 mm III`) 1917 mni 18 1/2*Y*,-. 410 mm (16•) 380 mm 11159 AMERICAN PUBLIC WORKS ASSOCIATION - :SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE MANHOLE PIPE TO PIPE ONE OR BOTH STANDARD PLAN METRIC PUBLIC WORKS STANM COMMITTEE INC., OREENBO10 COMMITTEE MAIN LINE ID'S 825mm 33" OR SMALLER 321-1 ,�In REV. IMM SHEET 1 OF 3 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION BENCHMARK SAN BERNARDINO COUNTY B.M. OF 627, NAVD 88 ELEVATION: 1011.70 FEET DIG.�LE ► T TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPTION r• SHAFT I 125 mm x 50 mm (5' x20) NATIVE SOIL E PIPE SEAT PLAN PREPARED BY: 0 N, u. o BARS mm D BARS MM ROUND EDGES I �Ip T') TO 75 mm (38) R I •�•f )+- mm P 700 m I1 m 4 11 m1205 1-4) ELEVATION • ELEVATION Mai LONGITUDINAL SECTION 7 mm !' mm (3419) TABLE OF 1305S SIZES300 0 1425 MM • MM (1201-975 mM 3 T .'S 15 fro • 9 /4• s Q• 1050 mm • -21 0 mm 84.1 20M 0 T 15M 0 IsoR250 55 mm RIM 4920)-36-00 MM 114401 251d 0 75 MM t!j 0 30) 7 1630 mm TABLE OF VXEUES FOR M (SEE NOTE 21 SECTION v T UNPAVED s 101/4• MAX. wn mm N -M -P -W l 667 Mn 121-10 1060 ' -6• 1000 mra c1282 mm W261Q 410 ! • MM ' LE OF VALUE3 FOR If 1 /4• goo 13111-1 1113 16 320 m m 575 lim1050 mm 0 90• 2*1 190 13 I/4• ss• 9400 MM (1029 0 mm ss 9 mnr 1 • I/2•) 700 atm I mm LL7�77� 28 0 114. mm 000 mm 0' I mm 2 4 430 mm 0 mm 161/2-11 • I • 00 mm 1 •1 443 mm I /2" 34 mm I 4 t>• -z -i• -r, ,Ott -vim ��� 1 :1: �� • 11J 1L-•fi:L�� t- 71 cf) 1 ,L O � •ZIZ"L11itL1I�'R.Z•��IL➢)♦ 0 2. TRENCH DEPTHS OF GREATER THAN 5' o Q�pFEs& SHALL HAVE ADEQUATE SHORING �� • • • 11_.l lL1'J�t1��i11.11�1i=� °O ��� LESS THAN 100 FEET IN LENGTH o C �653T � ;v • • ' I�tL'liil.11illj� d' CIV11. OFCA1.\F �- TRENCH DETAIL NTS � v t s t0 N NO. � BY: AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARDNIETIC � MANHOLE PIPE TO PIPE (LARGE SIDE INLETS 322-1 BEEN PREP,11� MI / 0 °302 FlTTS 6(,lRf�!-�• �►V'E., �Sc.tl't� 230 1�1VIAT,JN (gyp tlllf OTHERS ''HE ENGINEER VWLL 11INIE z RPNc1-40 e (kcA M o)4 GA►, CA, a t 7 3a FOR ANY ERRORS OR a�rssoo� ICM T I/2' 4' 4 • MANHOLE PIPE TO PIPE ONE OR BOTH MAIN LINE ID'S 825mm (331 OR SMALLER) ID'S NATIVE SOIL SHEET 2 OF 4 PLAN PREPARED BY: mm mm • MM 1 T') ram mm • m 4 11 m1205 rMna • mm (48w? Mai • 7 mm !' mm (3419) mm 1/20) 230 mm 9• 1425 MM • 9 /4• 1 s 1575 IMRI S 55 mm . I • 1630 mm 60 mm 101/4• 1725- 41696) mm mm flo / • 1000 mra m (11.1 m1920 MM ' O 1 /4• 2100 mm 8 320 m m 412 I/2• mm 0 90• 3 13 I/4• ss• 9400 MM (1029 0 mm ss 9 mnr 1 • I/2•) 700 atm I mm LL7�77� 28 0 114. mm 000 mm 0' I mm 2 4 430 mm 0 mm 161/2-11 • I • 00 mm 1 •1 443 mm I /2" 34 mm I 4 t>• -z -i• -r, ,Ott -vim ��� NOTES , #. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE 130X IS LESS THAN 867 mm (2'-10 1/2") FOR PAYED 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 mnl (61) WHEN ' LARGER VALUES OF M WOULD REDUCE H IN SECTION C-�C TO It�60 mm (3'-60) ORLESS. ' 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 iM SHALL NOT BE LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL BE USED. FOR H {IN SECTION C -C} SEE NOTE 1. • 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 8Y THE ENGINEER. • 4. T SHALL BE 200 mm t8') FOR VALUES OF H UP TO AND INCLUDING 2.4 m (81-00) AND 250 mm (!0') FOR VALUES OF H OVER 2.4 m (81-00). 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. fi. REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 340(ASTM A 615. GRADE 40), AND SHALL TERMINATE 40 mm {l E/2'} CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN. • ?. 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..PR01110E A LEVEL SEAT BUT SHALL NOT BE LESS THAN 2O0' mm .(8•). -' ° •'•••• 10. STEPS SHALL CONFORM TO STANDARD PLAN 635�4R 636. UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED 3�4= �mm (t4`)` TO 375.inm (15'.);;OC. THE LOWEST STEP SHALL NOT BE MORE THAN ,60'0 mm (2.4") A60YE':THE LEDGE AT THE SIDE OF. MANHOLE PIPE TO PIPE ONE OR BOTH MAIN LINE ID'S 825mm (331 OR SMALLER) ID'S NATIVE SOIL SHEET 2 OF 4 PLAN PREPARED BY: /A 90%0 COMPACTED NATIVE \\�� COMPACTED 95% o 1:1 SLOPE OR FLATTER \�\ BACKFILL 6 MAX SIZE f llJ 11i� \\ 6" MIN. SCALE: As SHOWN 17801 CARTWRIGHT ROAD IRVINE CA 92614 (949) 474-1400 8" MAX. DATE: 06-06-2005 �M TMSI�ER�SION OF:DJH CHECKED BY: DRG .0alftV FPR BY 7- �• - DRAW,wI; NO.: 3876 4j 5 DONALD R. GORDON R.C.E. 24725 DATE GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL (1" MAX SIZE) •� / • 1 1 u I<I31� IL�3I� x GRANULAR BEDDING FROM SELECTED `__��=__ ��-� __�__ =�_�_ •/ � z � LO oN . TRENCH SIDE MATERIAL FOR THE PIPE 10' � __- � � OF GREATER IN DEPTH USE 1/2 w `� rGi•7� 1111 IILL �I' „ � ��ric `Xfl.rr1<r_y� 11.11 iilL:f� �T•��� F��1:�➢1• ��rrT�T�cc'T����.��rr' LL7�77� ■tx�:r1-i1��v� : 1 • FC'�FiI>�� t>• -z -i• -r, ,Ott -vim ��� 1 :1: �� • 11J 1L-•fi:L�� t- 71 cf) 1 ,L O � •ZIZ"L11itL1I�'R.Z•��IL➢)♦ 0 2. TRENCH DEPTHS OF GREATER THAN 5' o Q�pFEs& SHALL HAVE ADEQUATE SHORING �� • • • 11_.l lL1'J�t1��i11.11�1i=� °O ��� LESS THAN 100 FEET IN LENGTH o C �653T � ;v • • ' I�tL'liil.11illj� NOTES , #. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE 130X IS LESS THAN 867 mm (2'-10 1/2") FOR PAYED 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 mnl (61) WHEN ' LARGER VALUES OF M WOULD REDUCE H IN SECTION C-�C TO It�60 mm (3'-60) ORLESS. ' 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 iM SHALL NOT BE LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL BE USED. FOR H {IN SECTION C -C} SEE NOTE 1. • 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 8Y THE ENGINEER. • 4. T SHALL BE 200 mm t8') FOR VALUES OF H UP TO AND INCLUDING 2.4 m (81-00) AND 250 mm (!0') FOR VALUES OF H OVER 2.4 m (81-00). 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. fi. REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 340(ASTM A 615. GRADE 40), AND SHALL TERMINATE 40 mm {l E/2'} CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN. • ?. 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..PR01110E A LEVEL SEAT BUT SHALL NOT BE LESS THAN 2O0' mm .(8•). -' ° •'•••• 10. STEPS SHALL CONFORM TO STANDARD PLAN 635�4R 636. UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED 3�4= �mm (t4`)` TO 375.inm (15'.);;OC. THE LOWEST STEP SHALL NOT BE MORE THAN ,60'0 mm (2.4") A60YE':THE LEDGE AT THE SIDE OF. MANHOLE PIPE TO PIPE ONE OR BOTH MAIN LINE ID'S 825mm (331 OR SMALLER) ID'S NATIVE SOIL SHEET 2 OF 4 THE MANHOLE. '1,�' . ,. • 1 - ;°, AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER srANDARD PLAN METRIC • 321.1 MANHOLE PIPE TO PIPE ONE OR BOTH MAIN LINE ID'S 825mm (331 OR SMALLER) ID'S f¢ iECo R D Af2A l✓/JUS 0 -1 NOTES ' I. VALUES FOR A. B; C. D.I , 02, 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 i/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 8E LOCATED OVER CENTER LINE OF STORM DRAIN WHEN DIAMETER DI IS 1200 mrR(48") OR LESS, IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 450 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 t96"I OR LESS AND 200 mm (80) FOR 02 OVER 2400 mm (960). 6. REINFORCEMENT 'SHALL -CONFORM TO- ASTM A 615M, GRADE 300(ASTM A 615. GRADE 40), AND SHALL TERMINATE 40 mm (I I/2') CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN. 7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. e. 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. It. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE . SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm (14") TO 375 mm (150} 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 I'S 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 (1440) 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) NATIVE SOIL SHEET 3 OF 4 II. 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 • (360) IN DIAMETER. B. SEE SECTION A - A. THE MAXIMUM SIZE LATERAL THAT MAY BE CONNECTED TO THIS MANHOLE IS SUCH THAW 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 (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 (360) 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 (369) 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 INCORPORATE© HEREINs • 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 i36") WITHOUT REDUCER 630 610 mm (24") MANHOLE FRAME AND COVER 633 914 mm (36') MANHOLE FRAME AND COVER 6.35. STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PIAN 321 -1 SHEET 30F3 MANHOLE PIPE TO PIPE ONE OR BOTH MAIN LINER'S IDS 825mm (33") OR SMALLER DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 3 ti GtIL�/t1 STANDARDS IN EFFECT. 13. MANHOLE FRAME AND COVER SHALL. :CONFORM TO STANDARD PLAN 630 UNLESS OTHERWISE �HQWN. 14. MANHOLE SHAFT,SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. 15. WHERE A MANHOLE SHAFT - 900 mm (3611) WITHOUT REDUCER is SPECIFIED REFER TO STANDARD PLAN 321.. 16. WHERE A PRESSURE MANHOLE SHAFT -WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 328. 17. WHERE A PRESSURE MANHOLE SHAFT - 9.14 mm (360} 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 {369 WITHOUT REDUCER 630 614 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 PIAN METRIC MANHOLE PIPE 7'O PIPE (LARGE SIDE INLET) 322-1 SHEET 4 OF 4 TOP OF STRUCTURAL PAVEMENT SUBGRADE 3" MAX. SIZE NATIVE SOIL ESS10 �l � eRO00 _, �R•Gp� Fti c, � � z � No. 024725 � * Exp.12/31/05 � OF CPQ' PLAN PREPARED BY: /A 90%0 COMPACTED NATIVE \\�� COMPACTED 95% o 1:1 SLOPE OR FLATTER \�\ BACKFILL 6 MAX SIZE n OR ADEQUATE SHORING \\ 6" MIN. SCALE: As SHOWN 17801 CARTWRIGHT ROAD IRVINE CA 92614 (949) 474-1400 8" MAX. DATE: 06-06-2005 �M TMSI�ER�SION OF:DJH CHECKED BY: DRG .0alftV FPR BY 7- �• - DRAW,wI; NO.: 3876 4j 5 DONALD R. GORDON R.C.E. 24725 DATE GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL (1" MAX SIZE) •� / x GRANULAR BEDDING FROM SELECTED `__��=__ ��-� __�__ =�_�_ •/ � z � LO oN . TRENCH SIDE MATERIAL FOR THE PIPE 10' � __- � � OF GREATER IN DEPTH USE 1/2 w `� \ CRUSHED STONE BEDDING °O CL STORM DRAIN � � � � PIPE � m m � O i ' NOTES: cf) 1. TRENCH WIDTH SHALL BE CONTROLLED O TO TOP OF THE PIPE ZONE - 0 2. TRENCH DEPTHS OF GREATER THAN 5' o Q�pFEs& SHALL HAVE ADEQUATE SHORING 00 �, L• ��q��F� 3. CLASS II AGGREGATE BASE ALL TRENCHES °O ��� LESS THAN 100 FEET IN LENGTH o C �653T � ;v d' CIV11. OFCA1.\F �- TRENCH DETAIL NTS � v t s t0 N NO. � BY: ORD DRAVVING wEN >, L. w,el�suRu MADo1� A�tVD oc�Q'T�S INC BEEN PREP,11� MI / 0 °302 FlTTS 6(,lRf�!-�• �►V'E., �Sc.tl't� 230 1�1VIAT,JN (gyp tlllf OTHERS ''HE ENGINEER VWLL 11INIE z RPNc1-40 e (kcA M o)4 GA►, CA, a t 7 3a FOR ANY ERRORS OR a�rssoo� ICM w SHO N� = (G►O�i) "I - CO3,2-2 "M THE. AS A�T11�OF O ESS10 �l � eRO00 _, �R•Gp� Fti c, � � z � No. 024725 � * Exp.12/31/05 � OF CPQ' PLAN PREPARED BY: CITY OF FONTANA, CALIFORNIA 0I - 00 / -cn v .0. � L_CIVIL X VAN DELL AND ASSOCIATES, UVC. CIVIL ENGINEERS SURVEYORS LAND PLANNERS STORM DRAIN IMPROVEMENT DRAWN BY. TwH SOUTHRIDGE VILLAGE TR 14245 "TAI SCALE: As SHOWN 17801 CARTWRIGHT ROAD IRVINE CA 92614 (949) 474-1400 DESIGNED BY: DATE: 06-06-2005 �M TMSI�ER�SION OF:DJH CHECKED BY: DRG .0alftV FPR BY 7- �• - DRAW,wI; NO.: 3876 4j 5 DONALD R. GORDON R.C.E. 24725 DATE RI ARDO SANDOVAL-CITY ENGR. R.C.E. 51152 DATE