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Home My WebLink About3871-3r TO K "*UNDID sell (i•1 R ArlItlCAN PUBLNc WOIMiti AtSOCMTIOM - aOUTti1�1 CAiLMdw% CiVJrM rso�saestoNTMs HOLE PIPE TO PIPE ONE OR BOTH 91A'r°P1JW ^"` :• ' o MABI LM US �rrr>I ON 321 -1 ram smou 1 OF 3 "�".,"' uKWInN aTAnorlRa i-HIlte41 J SARs. L4 m 141-01 LOW 7S on On Be GONTRIIM ANOTIOM un ft ass an OC TO DOW UK OF kwomE STATION Iss see ■ so sss (Sex Ii PIK BUT --�� 3-0 BARB. 76 mm (3.1 Oc GONTN+uE-� Iso mm 116.1 OC 4 -IM -61 E SARs BE[ NOTE 3 p1t H N, 450 oc 3 TIE BARB A* B BAR$ eT�T►AY 1T Ni K srYR s w1711 A NK K NrN sm FLAN PLMI (SWT NOT ONOM MsMaM P" OUT - OIAK NOTEiZ 1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (21-10 1/21 FOR PAVED STREETS OR 1060 mm (3'-60) FOR UNPAVED STREETS. CONSTRUCT SHAFT PER SECTION C -C AND DETAIL •N•. DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 150 mm (60) WHEN LARGER VALUES OF M WOULD REDUCE H IN SECTION C -C TO 1060 mm (3'-68) OR LESS. 2. H (IN SECTION A -A AND 8-8) SHALL NOT BE LESS THAN 1.2 m (4'-00). 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 an (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 (80) FOR VALUES OF H UP TO AND INCLUDING 2.4 m (8'-00) AND 250 mm (10•) FOR VALUES OF H OVER 2.4 m (6'-0.). 5. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER LIRE 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 615K GRADE 30011ASTM 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. S. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN 200 mm 1 10. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm (14') TO 373 mm (150) OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (240) ABOVE THE LEDGE AT THE SIDE OF THE MANHOLE. AM!'rM�'.AN PU■LIC W011Ki AMOCMTION - SlOUT11l11N CAL.M01tlINA CHAPTERSTANDARD PLAE N 321-1 ,�=�3 OR MANHOLE PIPE TO PIPE �ON BOTH MAIN LINE • ID'S 825mm 33 OR SMALLER MANHO A. MAI LINE a 825 mm (330) INSIDE DIAMETER OR LESS. (EXCEPTION - � f�14 *Z ii " 7 IF T MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 900 m1n (360) ILam �tr*---T77';.• ii MC [f.l r/fi[jeT 6"1_!6 rlf tAT-7 ■►� r W)r11 �97;liC-11 i ZL1 (1;Tw11WE T'1 "v�E' ':-1'- `rte t =•ii " 1-7 '' �it Esq NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 900 mm J a - (36' IN DIAMETER. F�I�•� S. SEE SECTION A - A. THE MAXIMUM SIZE LATERAL THAT MAY BE Q''7 Qfii7 CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM THE <T7tll'i tliZl [!s•�t7iR•�i OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 200 mm (8.) �r�-;•� THI TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM 11r� to ''� THE ENO OF THE RCP. SHALL BE A MINMUM OF ISO mm (6'). SARI Iii[ C. IF E SIZE OF THE LATERAL IS SUCH THAT THE ABOVE-SPECIFIED tEFfilr�CYi MINI M DISTANCES CANNOT BE MAINTAINED. THEN ONE OF THE tia•58 [1~: ] F•11i { Q;7 FiFYrI f F� F�[ i l FO OWING ALTERNATE SOLUTIONS MUST BE USED. Gid Ri�C�I�Ljai�Ql1F�4fitlLlFi'f 1. OVIDE A SPECIAL STRUCTURE. Alv�ilKIM Si win OVIDE TWO STANDARD STRUCTURES. CONSISTING OF THIS li'I�Ma Fi'7 f•14'ri FTFif Eh,T FF�Wlii:i OLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE F�7[3I] i )rTl r r ,. 12. MANHOL J• dam nay OTHERWISE SHOWN. 13. MANHOL „ ♦ OTHER SE SHOWN. 14. WHEREMANHOLE SHAFT - 900 mm' (36•) WITHOUT REDUCER IS SPECIF REFER TO STANDARD PLAN 336. 15. WHEREPRESSURE I MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS • SPECIF REFER TO STANDARD PLAN 328. 16. WHEREPRESSURE MANHOLE SHAFT -914 mm (361) WITHOUT REDUCER IS SPEIED REFER TO STANDARD PLAN 329. 17. DIMENSNS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT E!jE T EQUAL. VALUES. IF METRIC VALUES ARE USED, ALL VALUES USED CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING BAR SIS IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENOH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE r� t•L!1_'?'ii -,31 ti"I" STANDARD PLANS ARE INCORPORATED HEREIN: 1'..Iltl!•CyI'7 b.>>it �1"'f7 N.)• ArlItlCAN PUBLNc WOIMiti AtSOCMTIOM - aOUTti1�1 CAiLMdw% CiVJrM rso�saestoNTMs HOLE PIPE TO PIPE ONE OR BOTH 91A'r°P1JW ^"` :• ' o MABI LM US �rrr>I ON 321 -1 ram smou 1 OF 3 "�".,"' uKWInN aTAnorlRa i-HIlte41 J SARs. L4 m 141-01 LOW 7S on On Be GONTRIIM ANOTIOM un ft ass an OC TO DOW UK OF kwomE STATION Iss see ■ so sss (Sex Ii PIK BUT --�� 3-0 BARB. 76 mm (3.1 Oc GONTN+uE-� Iso mm 116.1 OC 4 -IM -61 E SARs BE[ NOTE 3 p1t H N, 450 oc 3 TIE BARB A* B BAR$ eT�T►AY 1T Ni K srYR s w1711 A NK K NrN sm FLAN PLMI (SWT NOT ONOM MsMaM P" OUT - OIAK NOTEiZ 1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (21-10 1/21 FOR PAVED STREETS OR 1060 mm (3'-60) FOR UNPAVED STREETS. CONSTRUCT SHAFT PER SECTION C -C AND DETAIL •N•. DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 150 mm (60) WHEN LARGER VALUES OF M WOULD REDUCE H IN SECTION C -C TO 1060 mm (3'-68) OR LESS. 2. H (IN SECTION A -A AND 8-8) SHALL NOT BE LESS THAN 1.2 m (4'-00). 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 an (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 (80) FOR VALUES OF H UP TO AND INCLUDING 2.4 m (8'-00) AND 250 mm (10•) FOR VALUES OF H OVER 2.4 m (6'-0.). 5. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER LIRE 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 615K GRADE 30011ASTM 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. S. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN 200 mm 1 10. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm (14') TO 373 mm (150) OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (240) ABOVE THE LEDGE AT THE SIDE OF THE MANHOLE. AM!'rM�'.AN PU■LIC W011Ki AMOCMTION - SlOUT11l11N CAL.M01tlINA CHAPTERSTANDARD PLAE N 321-1 ,�=�3 OR MANHOLE PIPE TO PIPE �ON BOTH MAIN LINE • ID'S 825mm 33 OR SMALLER SARs TIE @ARs • r ItlAlls -T-T- _ LISM • 460 mm (e4 0 Wn 94 OC NTLI WAYS. TO K SECTION G -G ISM • 460 mm 4e4 • Wn Oc (10[0 040 s Is a" mm DOTH WAY& TO K UKs Iso•) OR MOR[ MAOI ps Is 1100 own (Sen OR M01� SECTION N -M -P -O CONOR[TE RNIM PBI OMIT THIS STOP IM 6� PLAN Bs4 PAKD STROM N BAR = s 1llKim a [S mm (S• r r) 160 smw 16• RNN s[AT 400 mm (Ii rOR PAW[>0 ~ ts•) aTRc". 6so see tt'-!' N BAR FOR UNPAr[0 BTRE[ ' �,�,j vARIAOt.E TK s/Mts [ sA11B r a i[ SARs J BARB ROINO gowon TO SECTION C -C AMEItlCAN PUBLIC WO1MM ASBOCMTION - 90t/tiltlMl CAL�0111NA CHAPTER PROMAAAAT�ef"M PIPE TO PiPE a �P""" """`""°'""""'m""0e"'a" LARGE SIDE I 322 -1 ausmasoox Caetrr� y1t sNEET 1 Of 4 R•V. ew USE wIfl16TA1MNIM1 IRO- FOR PUMN 01Bi BENCHMARK SAN BERNARDINO COUNTY B.M. OF 627, NAVD 88 ELEVATION: 1011.70 FEET RO( TO t g1wT I25 wm s 50 now (S• sP) PIPE SEAT 11. THE FOL OWING CRITERIA SHALL BE USED FOR THIS MANHOLE+ MANHO A. MAI LINE a 825 mm (330) INSIDE DIAMETER OR LESS. (EXCEPTION - cf �� cT�rt�l a titin � �.Mi IF T MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 900 m1n (360) 3. Length of wax '9W may be varied to suit �tr*---T77';.• ii MC [f.l r/fi[jeT 6"1_!6 rlf tAT-7 ■►� ,r7}L1ib ��['" W)r11 �97;liC-11 i ZL1 (1;Tw11WE T'1 "v�E' ':-1'- `rte t =•ii " 1-7 11. THE FOL OWING CRITERIA SHALL BE USED FOR THIS MANHOLE+ MANHO A. MAI LINE a 825 mm (330) INSIDE DIAMETER OR LESS. (EXCEPTION - cf �� cT�rt�l a titin � �.Mi IF T MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 900 m1n (360) 3. Length of wax '9W may be varied to suit TO 150 mm (420) INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS tlil�fii l•3i2Y�tILii7:iii II�i♦E�� E��I1'�•�'�� 825 mm (33•) OR LESS.) STANDARD PLAN 320 OR STANDARD PLAN 322 IS '' �it Esq NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 900 mm J a - (36' IN DIAMETER. F�I�•� S. SEE SECTION A - A. THE MAXIMUM SIZE LATERAL THAT MAY BE Q''7 Qfii7 CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM THE <T7tll'i tliZl [!s•�t7iR•�i OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 200 mm (8.) �r�-;•� THI TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM 11r� to ''� THE ENO OF THE RCP. SHALL BE A MINMUM OF ISO mm (6'). SARI Iii[ C. IF E SIZE OF THE LATERAL IS SUCH THAT THE ABOVE-SPECIFIED tEFfilr�CYi MINI M DISTANCES CANNOT BE MAINTAINED. THEN ONE OF THE tia•58 [1~: ] F•11i { Q;7 FiFYrI f F� F�[ i l FO OWING ALTERNATE SOLUTIONS MUST BE USED. Gid Ri�C�I�Ljai�Ql1F�4fitlLlFi'f 1. OVIDE A SPECIAL STRUCTURE. Alv�ilKIM 2. OVIDE TWO STANDARD STRUCTURES. CONSISTING OF THIS li'I�Ma Fi'7 f•14'ri FTFif Eh,T FF�Wlii:i OLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE F�7[3I] NCTION STRUCTURE OR TRANSITION STRUCTURE. 12. MANHOL FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 UNLESS OTHERWISE SHOWN. 13. MANHOL SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHER SE SHOWN. 14. WHEREMANHOLE SHAFT - 900 mm' (36•) WITHOUT REDUCER IS SPECIF REFER TO STANDARD PLAN 336. 15. WHEREPRESSURE I MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIF REFER TO STANDARD PLAN 328. 16. WHEREPRESSURE MANHOLE SHAFT -914 mm (361) WITHOUT REDUCER IS SPEIED REFER TO STANDARD PLAN 329. 17. DIMENSNS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT E!jE T EQUAL. VALUES. IF METRIC VALUES ARE USED, ALL VALUES USED CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING BAR SIS IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENOH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISUNITS. THE FOOWING STANDARD PLANS ARE INCORPORATED HEREIN: 32MANHOLE SHAFT - WITH ECCENTRIC REDUCER 32MANHOLE SHAFT - 900 mm (36•) WITHOUT REDUCER 32 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 32 PRESSURE MANHOLE SHAFT - 914 mm (361) WITHOUT REDUCER 63 610 mm (24•) MANHOLE FRAME AND COVER 63 914 mm (36•) MANHOLE FRAME AND COVER 63 STEEL STEP 63 POLYPROPYLENE PLASTIC STEP AMEMMAN WORK: A880CIATK�1�! - SOUT'HERN CALIFORNIA CNIAPTER STANDARD PUN 321 m- 1 SHEET 3 of 3 MANHO PIPE TO PIPE �O E R BOTH MAIN LINE D'S 825mm 33 OR SMALLER AtIMENCAN PUBLAC VJORKB ASSOCIATION - 80UTHM CALWORNM CHAPTER STANDARD 322 MANHOLE PIPE TO PIPE (LARGE SIDE INLET) .... WAMMUMIM DATE I ENGR. I CITY I DAiS L r -z- r" i'4- Chaafor %- CHamf4 r-s"� rt N T D �I N T I -I -I l 1 I Ir •" I--- •' # or r Irak FRONT ELEVATION -`i SINGLE HEADMIALL FRONT ELEVATION DOUBLE HEADWALL Omit r-, 9 for pipes '10" than 4S" dlameter I" I r/:.I rh- SECTION. SINGLE i► DOUDI •E HEADWALLS STRAIGHT HEADPALLS For oornsr heel detalI see (Section A -A yr FRONT ELEVATION "L" HEADWALL SECTION "L" HEADNALI i I j NOTES 1. VALUES FOR A. B. C. DI. Ih. 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 mml(2-10 1/2.1 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 IC -C. WHEN DIAMETER 01 IS 1200 mm (48.1 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(489 OR LESS. IN WHICH CASE PLACE 4 BARS SYMMETRICALLY AROUND SHAFT AT 45• WITH CENTER LINE. 4.LENPTH OF M ANHOLE 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 t 5 mm (5') FOR D:■2400 mm (960) OR LESS AND 200 mm (84 FOR 02 OVER2400 mm (961). 6. REINFORCEIW T SHALL CONFORM TO ASTM A 6150. GRADE 300(ASTM A 615. GRADE 40). AND SHALL TERMINATE 40 mm (1 1/20) CLEAR OF CONCRETE SUR- FACES Ul OTHERWISE SHOWN. 7. FLOOR OF MA HOLE SHALL BE STEEL TROWELED TO SPRING LINE. II S. BODY OF MA OLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT' A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY BE PLACD AT SPRING LINE. 9. THICKNESS 0 THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT UT SHALL NOT BE LESS THAN THE TABULAR VALUES OF F SHOWN ION ABLE. SH. 1. I 10. IF LATER S ENTER ON BOTH SIDES OF MANHOLE. SHAFT SHALL BE LOCATED ON IDE RECEIVING THE SMALLER LATERAL. 1 II. STEPS SHAL COV70RM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN. STEP SHALL BE UNIFORMLY SPACED 350 mm (140) TO 375 mm (150) OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (241 ABOVE THE INVERT.i 12. THE FOLLIZOWI G CRITERIA SHALL BE USED FOR THIS MANHOLE: A. THIS STANDARD PLAN iS USED WHEN STANDARD PLAN 320 IS INADE- QUTATE{ MAIN LINE = 900 mm (36•) INSIDE DIAMETER OR LARGER. B. LATERAL - 300 mm (128) TO 3600 mm (1440) INSIDE -DIAMETER= HOWEVER, THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF THE MAIN LINE. L----- L - FRONT ELEVATION SINGLE HEADWALL osr cam" VARM T or Vii 111 Chamfer 'T'- �i a w" i s S I I I July 1. 1"2 titiT>•Il«�it[3�t� FI�1•�i F� tttLi�ii/ tl�i> '' t� ■hY� F�Liii F�� tli,iQiTl E:'� [�iif ilIiaiii Fi3iL -t" 11=IIS E3a in LM ■)ZPO ■kla iL>t tl[1SFW w vii �W ilt�sa'sL;if Mia l� [L'��'� ttlbt/ ■Fie -iii <Y_i) Eiil`W cf �� cT�rt�l a titin � �.Mi 1111CM a.� IMIM c�>��►�a [�3�ttl:ia3� K•�'7E�it4ia'��L)1lJQl 3. Length of wax '9W may be varied to suit '" condi oncoun+od in the field, and straight Nne Mterpolothn may bs used to calcuwte tlil�fii l•3i2Y�tILii7:iii II�i♦E�� E��I1'�•�'�� quantities. R1I�L1,itii iF3�Mi Fi)�Yi tlr1•!li:lll '' �it Esq S" tl C�Detal+eel SECTION A -A STRAIGHT HEADWALLS FRONT ELEVATION SECTION "L" 'I" HEADWALL HEADWALL L No deduction mode quantities for thickness MANHOLE PIPE TO PIPE (LARGE SIDE INLET) of pipe tames. 2. AI relinforcno steer 04 bars. AN vertlool and - V) horizontol tle bars N- moxiii spam*. I 3. Length of wax '9W may be varied to suit '" condi oncoun+od in the field, and straight Nne Mterpolothn may bs used to calcuwte Hr quantities. >'� n �_- 4. buontltles are for deelgn purposes only. SECTION. SNIGLE A DOUBLE HEADWALLS FRONT ELEVATION SECTION "L" 'I" HEADWALL HEADWALL "L" HEADWALLS CORRUGATED METAL PIPE ARCH CULVERT HEADWALLS 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 (361 WITHOUT IS SPECIFIED REFER TO STANDARD PLAN 329.. 18. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQOAL 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 (362) WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 914 mm (360) WITHOUT REDUCER 630 610 mm (241 MANHOLE FRAME AND COVER 633 914 imn (360) MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS A880CMTK>(*1- SOUTHERN CALIFORNIA CHAPTER STAN � 322 -1 SHEET 4 OF 4 MANHOLE PIPE TO PIPE (LARGE SIDE INLET) mss/ THESE RECORD DRAWINGS HAVE BEEN PaEPaREp, IN V) r PART, ON THE BASiS OF INFORMATION COMPILED AND I FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHiCH % HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS in A RESULT THEREOF. Z Q J a - i�_TF� F�I�•� I7Q�:7 <'r�Qllif-�Q€T7�: 7 Q�II Q''7 Qfii7 FZ�_ITYA!•��E3�� <T7tll'i tliZl [!s•�t7iR•�i �i iQiLlltiII7lUi L1 �r�-;•� �� Ic>� m [� i � � � ins � 11r� to ''� It�it Fin i��'%Z)i7li� U41i SARI Iii[ F�SaQ'''l ili•� ti1L7 [HILI t1T+'7 tIE � Iii iti![L7f�:'IFR iR;]F 31�tiF [C?7F�,'] tEFfilr�CYi C�� )� [i�3� tia•58 [1~: ] F•11i { Q;7 FiFYrI f F� F�[ i l �ittl'IF�E�i �I7 FR ' 7 Q'S E!�• i Gid Ri�C�I�Ljai�Ql1F�4fitlLlFi'f Itl�Fi!}I'il[>.7w Alv�ilKIM EI>�'CF»FS�r,� li'I�Ma Fi'7 f•14'ri FTFif Eh,T FF�Wlii:i F�7 Qii7 F�7[3I] "L" HEADWALLS CORRUGATED METAL PIPE ARCH CULVERT HEADWALLS 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 (361 WITHOUT IS SPECIFIED REFER TO STANDARD PLAN 329.. 18. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQOAL 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 (362) WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 914 mm (360) WITHOUT REDUCER 630 610 mm (241 MANHOLE FRAME AND COVER 633 914 imn (360) MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS A880CMTK>(*1- SOUTHERN CALIFORNIA CHAPTER STAN � 322 -1 SHEET 4 OF 4 MANHOLE PIPE TO PIPE (LARGE SIDE INLET) AMERICAN PUdL1C ASSOCIATION - CALFI�i(NM CHAPTER srANPi�N MANHOLE PIPE TO PIPE (LARGE. SIDE INLET) 322 =1 mE TEN-NIN TY, A CALIFORNIA FIESTA DEVELOPMENT LIMITED ARTNERSHIP 476 E. HARRISON STREET 470 E. ARRISON STREET CORONA, CA 92879 CORONA. VA 92879 SHEET SOF 4 PLAN PREPARED BY. s � VAN DELL AND A8>BOCIATE8, INC. �� R. �• CIVIL ENGINEERS z SURVEYORS LAND PLANNERS DRAWN BY: r No. 024725 17801 CARTWRIGHT ROAD g49 474-1400 NMH * Exp 12/31/05 * IRVINE CA 92614 ( DESIGNED BY: ENS �� O� W � CHECKED BY: OF Cwt -j O DRG DONALD R. GORDON R.C.E. 24725 DATE lr �C STATE OF CALIFOW&A DEPARTMEUT OF TRANSPORTATION PIPE HEADWALLS NO SCALE 0 V) 0 NIX) � 0 • 1 RECORD DRAWINGS PREPARED at 0 MAD& E of ASSOCIATES, INC. 3• s ECORD DRAWING 00 mss/ THESE RECORD DRAWINGS HAVE BEEN PaEPaREp, IN V) r PART, ON THE BASiS OF INFORMATION COMPILED AND I FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHiCH % HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS in A RESULT THEREOF. Z Q J a - CD Z CITY OF FONTANA, CALIFORNIAbi STORM DRAIN PLAN & PROFILE 01 SOUTHRIDGE VILLAGE SCALE: 00 TRACT 14243 DATE: SHOWN 00 DETAILS 07-27-05 B DRAWING NO.: 3 0 CL 38715 � ITY EN EER R.C.E. 51152 DA X