HomeMy WebLinkAbout4360-4F OPPONAL DUrADE
�-EDGES TO OE EDGE OF CONCREIE
ROUNDVEH) TO
75 �3�) R
D BAR$ El I .".+ . .. ...... A
7 5 RI'm (31 0C
VIA, 1 A
,��7 7,777,,j
%; ; ., �- W
IOM03� TlIE BAR Rm�D OF SPUR
W L c
442010111,6), E BARS At
975 mtm (ZO-41 LMT
SEE NDTE 2 4�5W,14) H
0 BARS J0M(o3J 71E BAR BARS 900 no
EV -04 LONG
75 MM (31 AT
SEE NOTE 9-` _011"MOQ J BARS L4
(4-0') LONG 75 Iwi(31 OC
CMWnADWL. eARS 150 mm How, "pe
4±AWI OC TO WSIDL' EDGE
OF MANHOLE, SEE N01E 2 jaINIM MAI COVEaJOIT STHQ19
WEE NOTE 1)
PLAN
F _j
T I
MANHOLE FRAME
STREET AND COVER PER
GRADE A T R A N 6 3 0
6M sw M4,1
MAM40LE SHAFT A5 mm x 50 mm 11,11 21 SEAT LEVE..
PER TM SEE NOTE 8
PLAN 324--- i,lPE SEAT
Au
900 MM fl -04 ol o�
E BARS
1 14E BARS
sHps-
T�E OAR
15 0, 1 ". p
J BARS
F
FOUND EDGES M -4:
TO 75 00,61 R SPRING 1,0NE ... ..... .
T
OW"I 0 450 mm INLE T N'l S,
ELEVATION GRADF PL
'-Z
(Ml OC BOTH
WAYS TO BE USED APP IES A f' SEE NOTE 4
YMEN Dt� IS f500 rnryk J, IT4 t S P 0 1 N 11
MWI OR OMR --- JECTION Of
SEcoopi W -A
CONCRETE RINGS
PER STD, STREET GRADE
PLAN 324 MM x 25 MM com"
SEAT
OWTTMB OARS
TEP IN
PAYED
SEE TABLE
0 A
STREETS—"
WARIA01 E,
H BARS---"
50 aun
I el V E H AR "i
400 ami 061 FOR -AOW03 OR 04)
PAYED srREETS. Jd TIE BARS
650 mm (W-21 FOR
UNPAVED STREETS - J B A W3
ROMD
EOWS
'TO 75 rnm
KNIR
S E yr i mi co -c
AMEMCAN PUBLIC WORKS ASSOCIATION - SOUTIHERN CALIFORNIA CHAPTER
PRIOVULGA7ED BY II IF
pL0JCV0,)pKs SrA 11DARDS N NHOLE PIPE TO PIPE MAIN LINE
3 2 0 1
I D_=900 rpm (36") OR LARGER I
wv mm Ut '_ -- -- � '�ET 0I,
USE VOTH STANDARD SPEGWICANONS FOR PUBIAC WORKS C0I`,MTii iF�,
3 -i5M04) J BARSL
L4 m (4',8') LONG,
75 an 131 CC C00TINUE I--
AOINTIONM. BARS
10 mm M4 OC TO INSWE
EDGE OF MNOWLE -----4f
15 mm x 50 mm INV
PIPE SEAT
5-D BAR& 75 nm
131 OC C NTMUE
to MM (sn oc---l"',
4-20MC06) E 8ARs Fp
SEE NOTE 3 -------
MM 0 450 mm 03
0 R v 4 0 f A, I, A, -
TA BARS -- /
A 8, B BARSS
RMIM0 TO 75 mw 131 R
P,--- O"MUL FMLE'r
oi spurl
To nn w')
ANY STANDARD
NPE MINT
AMERICAN PUBUC IMRKS ASSOCIAT*N, - SOU'rViERN CAUFC,)RINIA CHAPTER
MANHOLE PIPE TO PIPE MAIN LINE
lE>=90oLijpjj,j6'.') OR LARGER
LA
T M `,,, R
OF SPU I
R
ENGR.
_U7
WAR A MAX,
DATE
OF 1050 nv
r - a W
CONCRETE
I - -P. I
MANHOLE
PLAN
SHAFT
PER STD
lSM'AFf'!qj,WlOWNL
PLAN 324
STEPS
S,
AMERICAN PUBUC IMRKS ASSOCIAT*N, - SOU'rViERN CAUFC,)RINIA CHAPTER
MANHOLE PIPE TO PIPE MAIN LINE
lE>=90oLijpjj,j6'.') OR LARGER
BARS 90 Mrs 1
W-04 LOW �
1) ETA 11 "1
AND C0V;j_j0TThowNl
SEE ITE 2
STREET
GRADE
---MMKKE FRAME
MD COKR PER
STDI PLAN 630
Zip F D BARS
� / Ir -TIE BARS
1UJ
- F BARS
A TUi' Et�RS,
M5 MM 1
MM
BARS �25
BARE- PIPE SEAT—,
Tl E
ELEV. 5
FJ215M 0 450 nom (04 0 181
AS BOTH WAYS, T'O BE
SEC"flON (343 15M 0 450 mm 94 0 IN') OC� LISE0 WHEN B �S 1500 mi
B07H WAYS, TO BE USE, -D 1! (609 OR MORE
WHEN D? IS �1500 mrn (601
OR MORE.
SECTION N-I&P-0
F -CONCRETE RINGS PER
OWT TMS STU IN STM PLAN 324
PAYED STREETS "RADE
It STREEl' A
H BAR .......... �, 125 mm z 25 rnm (5' x �',l
RING SUT
i5o ninn (69
..... .. .... 150 mm (W)
A I,;
400 noi U61 FOR PA -A
STREETS. 650 mm IT' 2 H BAR
FOR LMPAW%,D STRE,90"
u EXI
all � � X 04 --VARIABLE
TIE BARS, --r-- SARS
... ........ TIE BARS
F J BARS
EDGES TO
75 mm (3') R
SEX -rick c -c
13" ANDAR�.,� fl,,..AN
tOr 1 RX
320 -1
t S HAP I'
15 MM x 50 MM (W xv�
PIPE SEAT
01 ,-D SARS-1
D BARE
ROUNU EDGE",
TO 75 mat 0") R - 700
-4
LONGITUDINAL IfficnouN
-1--�,.�-1.1�-11I.-I.-�l.-�,-�-�",---.-"--�'T'�'R �ke fff'� ------ ---- - --
75 021
j
V2
_�Tl�l WAY
21, n� i
E Exe_ _k3lilla
r w&gs f
-qf
SEC i N
L WHEN DEPPI M FROM SIREET GRADE TO f'HE TOP OF' 'DiE BOX, �5
!HAN B67 mm (2-10 &&1 FOR PAVED STREETS OR H,")60 awn FOR ON—
PAVED STREETS, CONSTRUCT MONCU"THIIC SHAFT PER SECT�ON C -C AND
RETAIL 'W, SHAFT FOR ANY DEPTH OF' MANHOLE MAY BE l,'ONSTRUCTEG11
PER SECTON C-0 WHEN MAMETER n T 1200 mm (4W) OR LISS."ENTER
OF ',`3,HAF'fl` MAY BE' LOCATE",D PER NOTE 2,
Z CENTER OF MANHOLE SHAFT SHAU OE 1XISAME? (wER CXNny UNE OF
STORM DRAIN AqiEN (�IAMETER % IS 1200 rarn (4W) OR LES& M WWCH CASE
PLACE E BARS symmE"'rMCAIJ Y AROUND SHAFT AT 450 WITH Cf,,:NTER LIME
WND O.WT J BAR.S�
3. L AND P SHALL HAVE 00 F()LLOWING YALIJE5 IJNLES'�� Of�A'ERWISE SHOWN
ON THE PROACT DRARANGS�
A. D2-2400 mm MWI OR LES& 047 Is MITI, P030 am 01
T D2 OVER 2400 mm 196'), rn 16'-0'), P=2M n�n �8')
L koAY BE %CREASED OR LACAPON OF' MANHOLE SI4,HFTED TO MEE'r PIPE
END& WHEN L. GREATER THAN THAT SHOWN AEWVE 15 SPEMFIED, 0 BARS
St',k,t_L lEO" C',OWTINIJEC) �50 Irrn IS') 0C
T STATIONS OF MANO-iOLES SHOWN ON PROACT DRAWMGS APPO AT CEWIR
L,04E OF SHAF1' ELEVAT�ONS ARE SHOWN AT C'ENTER LINE OF SiAAFT AND
REFER 'TO THEE PROLONGED �NVERT GRADE LINES,
5 RER*CIRCEMENT SHAU. CONFORM TO ASTM A 615M, GRADE 100 (ASTM A W5,
('�RADE 40), AND SHALL T� RMINAFE 40 rnnn 0 !/2') (.'LEAR OF GQN(,R' TE SUR-,
FACES UNLESS OTHERWISE SHOWN
6. FLOOR OF IOANI,,�OILE SHALL. BE STEEL TROWULED TO SAMOS �JNE�
7 BODY OF MANHOLE SHALL FIE POURED HN ONE (,'0N"rINU0UE, OPERAT'10N
EXUPT THAT A CONSI;"RUGT�DN JOINT W�TH A LONGITUINNAL OEYWAY MAY
BE PTACED Wr SPRING LINE.
8� TH�M<NESS OF ",+IE DECK SHALL VARY WHEN NECESSARY TO PRO&DE A
LEVEL SEAT BUT SHALL NOT BE LESS THAN FHE TAWULAR VALUES I"OR F
SHOWN ON I'ABLE SH, 2,
9. D BARS SHALL BE I5VdI(vA4) FOR D2"' 75 rnfn(39`.� C)R LESS, ;5M(,*5j' FOF?
D2 -M50 nwn (429 TO 100 mm W49 IMMUNVE AND 20Wo6l FOR
Dv 22MI mm (90') OR CWER
10. CEKMR LINE OF INLET PIPE EHIALL INTERSHT INSWE FACE OF CONE A'T
SPRING LINE LMLESS OTHERWISE SHOWN.
N. STEPS SHALL CONFORM TO STAMARD PLAN 635 OR 636 UMASS 01HERVUSE
SHOWN. STEPS SHALL BE UWFORMLY SPACED '550 �Fm �,,41 1'(,' 375 rnrn OTI CC,
THE LOWEST STEP CHOU. NOT BE MORE TIAAN 600 mn,,� (241 ABOVE 'FHE INIVERT.
;Sn 7HE FOLLOWIMA CRJI'Lf'tA SHALL BE LISEX FOR THIIA
A. MAIN LINE = 900 a" (364 HNSME MMETER OR LARGER. EXCEPT IF THE MMN
LINE FACP DOWNSTREAM OF MANHOLE IS 900 rnm (361 TO 1050 mm 142*�
(NSM'c' DIAIAElER AND THE MAIN LINE RCP LJPSTREAPV �S 825 ryu-n (_33") OR
ESS STANDARD PLAN '521 SHM-L BE USED,
AMEWCAN PUBLiCAVORKS ASSOCIATMN - SOUMERN CALIFORNIA CHAPTER
MANHOLE PIPE TO PIPE MAIN LINE
10:900 mrai ME!") OF? LARGER
----------
. .........
AMERMAN PUBUC AMRKS ASSOMAT�ON - SOUTHERN (MLIFORNA CHAPMR
MANHOLE PIPEE TO PIPE (LARGESIDE INLET) 322 - I
TWET 2u 4
REV.
OPT I ONAL
ENGR.
_U7
CITY
DATE
EOGE OF
r - a W
CONCRETE
I - -P. I
t c
BARS 90 Mrs 1
W-04 LOW �
1) ETA 11 "1
AND C0V;j_j0TThowNl
SEE ITE 2
STREET
GRADE
---MMKKE FRAME
MD COKR PER
STDI PLAN 630
Zip F D BARS
� / Ir -TIE BARS
1UJ
- F BARS
A TUi' Et�RS,
M5 MM 1
MM
BARS �25
BARE- PIPE SEAT—,
Tl E
ELEV. 5
FJ215M 0 450 nom (04 0 181
AS BOTH WAYS, T'O BE
SEC"flON (343 15M 0 450 mm 94 0 IN') OC� LISE0 WHEN B �S 1500 mi
B07H WAYS, TO BE USE, -D 1! (609 OR MORE
WHEN D? IS �1500 mrn (601
OR MORE.
SECTION N-I&P-0
F -CONCRETE RINGS PER
OWT TMS STU IN STM PLAN 324
PAYED STREETS "RADE
It STREEl' A
H BAR .......... �, 125 mm z 25 rnm (5' x �',l
RING SUT
i5o ninn (69
..... .. .... 150 mm (W)
A I,;
400 noi U61 FOR PA -A
STREETS. 650 mm IT' 2 H BAR
FOR LMPAW%,D STRE,90"
u EXI
all � � X 04 --VARIABLE
TIE BARS, --r-- SARS
... ........ TIE BARS
F J BARS
EDGES TO
75 mm (3') R
SEX -rick c -c
13" ANDAR�.,� fl,,..AN
tOr 1 RX
320 -1
t S HAP I'
15 MM x 50 MM (W xv�
PIPE SEAT
01 ,-D SARS-1
D BARE
ROUNU EDGE",
TO 75 mat 0") R - 700
-4
LONGITUDINAL IfficnouN
-1--�,.�-1.1�-11I.-I.-�l.-�,-�-�",---.-"--�'T'�'R �ke fff'� ------ ---- - --
75 021
j
V2
_�Tl�l WAY
21, n� i
E Exe_ _k3lilla
r w&gs f
-qf
SEC i N
L WHEN DEPPI M FROM SIREET GRADE TO f'HE TOP OF' 'DiE BOX, �5
!HAN B67 mm (2-10 &&1 FOR PAVED STREETS OR H,")60 awn FOR ON—
PAVED STREETS, CONSTRUCT MONCU"THIIC SHAFT PER SECT�ON C -C AND
RETAIL 'W, SHAFT FOR ANY DEPTH OF' MANHOLE MAY BE l,'ONSTRUCTEG11
PER SECTON C-0 WHEN MAMETER n T 1200 mm (4W) OR LISS."ENTER
OF ',`3,HAF'fl` MAY BE' LOCATE",D PER NOTE 2,
Z CENTER OF MANHOLE SHAFT SHAU OE 1XISAME? (wER CXNny UNE OF
STORM DRAIN AqiEN (�IAMETER % IS 1200 rarn (4W) OR LES& M WWCH CASE
PLACE E BARS symmE"'rMCAIJ Y AROUND SHAFT AT 450 WITH Cf,,:NTER LIME
WND O.WT J BAR.S�
3. L AND P SHALL HAVE 00 F()LLOWING YALIJE5 IJNLES'�� Of�A'ERWISE SHOWN
ON THE PROACT DRARANGS�
A. D2-2400 mm MWI OR LES& 047 Is MITI, P030 am 01
T D2 OVER 2400 mm 196'), rn 16'-0'), P=2M n�n �8')
L koAY BE %CREASED OR LACAPON OF' MANHOLE SI4,HFTED TO MEE'r PIPE
END& WHEN L. GREATER THAN THAT SHOWN AEWVE 15 SPEMFIED, 0 BARS
St',k,t_L lEO" C',OWTINIJEC) �50 Irrn IS') 0C
T STATIONS OF MANO-iOLES SHOWN ON PROACT DRAWMGS APPO AT CEWIR
L,04E OF SHAF1' ELEVAT�ONS ARE SHOWN AT C'ENTER LINE OF SiAAFT AND
REFER 'TO THEE PROLONGED �NVERT GRADE LINES,
5 RER*CIRCEMENT SHAU. CONFORM TO ASTM A 615M, GRADE 100 (ASTM A W5,
('�RADE 40), AND SHALL T� RMINAFE 40 rnnn 0 !/2') (.'LEAR OF GQN(,R' TE SUR-,
FACES UNLESS OTHERWISE SHOWN
6. FLOOR OF IOANI,,�OILE SHALL. BE STEEL TROWULED TO SAMOS �JNE�
7 BODY OF MANHOLE SHALL FIE POURED HN ONE (,'0N"rINU0UE, OPERAT'10N
EXUPT THAT A CONSI;"RUGT�DN JOINT W�TH A LONGITUINNAL OEYWAY MAY
BE PTACED Wr SPRING LINE.
8� TH�M<NESS OF ",+IE DECK SHALL VARY WHEN NECESSARY TO PRO&DE A
LEVEL SEAT BUT SHALL NOT BE LESS THAN FHE TAWULAR VALUES I"OR F
SHOWN ON I'ABLE SH, 2,
9. D BARS SHALL BE I5VdI(vA4) FOR D2"' 75 rnfn(39`.� C)R LESS, ;5M(,*5j' FOF?
D2 -M50 nwn (429 TO 100 mm W49 IMMUNVE AND 20Wo6l FOR
Dv 22MI mm (90') OR CWER
10. CEKMR LINE OF INLET PIPE EHIALL INTERSHT INSWE FACE OF CONE A'T
SPRING LINE LMLESS OTHERWISE SHOWN.
N. STEPS SHALL CONFORM TO STAMARD PLAN 635 OR 636 UMASS 01HERVUSE
SHOWN. STEPS SHALL BE UWFORMLY SPACED '550 �Fm �,,41 1'(,' 375 rnrn OTI CC,
THE LOWEST STEP CHOU. NOT BE MORE TIAAN 600 mn,,� (241 ABOVE 'FHE INIVERT.
;Sn 7HE FOLLOWIMA CRJI'Lf'tA SHALL BE LISEX FOR THIIA
A. MAIN LINE = 900 a" (364 HNSME MMETER OR LARGER. EXCEPT IF THE MMN
LINE FACP DOWNSTREAM OF MANHOLE IS 900 rnm (361 TO 1050 mm 142*�
(NSM'c' DIAIAElER AND THE MAIN LINE RCP LJPSTREAPV �S 825 ryu-n (_33") OR
ESS STANDARD PLAN '521 SHM-L BE USED,
AMEWCAN PUBLiCAVORKS ASSOCIATMN - SOUMERN CALIFORNIA CHAPTER
MANHOLE PIPE TO PIPE MAIN LINE
10:900 mrai ME!") OF? LARGER
----------
. .........
AMERMAN PUBUC AMRKS ASSOMAT�ON - SOUTHERN (MLIFORNA CHAPMR
MANHOLE PIPEE TO PIPE (LARGESIDE INLET) 322 - I
TWET 2u 4
REV.
REATON DEWRPTION
ENGR.
_U7
CITY
DATE
suhwn put"I
UgTFUCII
320 - 1
SKMET 3 OF 4
B. THE DUTSKE WAIMETER OF THE LARERAL. MUST BE LESS THAN OR
EQUAL TO U2 THE INSIDE DIAMETER OF' THE' MAIN LANE, H� THE
-r
UPSTREAM AND DOWN57REAM WAMETE,.R�3, DF I HE MANHOLE ARE N10
TIE SAME. THE GOVERNMG INIS�DE DIAMETER OF THE MAIN LINE
SHALL BE GCJNS�DERED TO BE THAT W[-iE,RE THE EXTENDED GENTEF?
LINE OF THE LATERAL ENITRS THE MANHOLE,,
C, IN NO INSTANCE SHALL 114E MSIDE MAW�,'�','TE:R ()i I'HE LATERM- TO
THE MAMNLE BE GREATER THAN 750 �iw� t3O"),
13. MANHOLE FRAME AM) COVER SHALL CONFORM TO STANDAR() F,"LAN 630
UNLESS 01-HERWISE SHOWN,
14. MANHOLE SHAFT SHAu. CONFORM TO S'TANDARD PLAN 3�5,.,,l UNILS53
OTHERWISE SHOWN,
5, WHE",roT A MANROILE SHAFT - 900 mm (369 W17TOUT REMWER IS SPEUFAD
REFER 10 STAINDARD PLAN 326.
16. WHERE A PRESSURE MANHOLE SHAFr -- WffH ECUNTRAC REJAXER 13
SPEC09ED REFER TO STANDARD PLAN 328�
IT WHERE A PRESSURE MANHOLE SHAFT - 914 mm (361 WIFTFICUT REMXER IS
SPECTIED F?EFER TO STANDARD PLAN 329,
1 R, DIMENSIONS SHOWN ON DUS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT
EXACI EOUAL VALUES, IF METRIC VALUES ARE USED, ALL VALLIT,111, LISED
FOR CONSTRUTMON SHAU. BE 1AETRM VALUES, EXCEPT REMFORCMG BAR
SUES IN ENMJSH UNITS MAY BE SUBST11TTED FOR METRIC BAR SIZES,
IF ENMASH UN"'S ARE USED, M.L VAUTS LIED FOR CONYMUCTON SHAA-L
BE ENGLiSH (310TS,,
THE FOLLOWING STANDARD PLANS ARE, HNC�ORPORATED HEREft
324 MANHOLE SHAFT - W�Tli ECUENTPIC REDU1,CER
,3 26 MANF�OLE SHAFT - 900 ni,-n (,56') W�THOLJT REDUCER
328 PRESSURE MANHOLE SHAFT - WiTH ECCENTRIIC
329 PRESSURE MANHOLE SHAFT 914 mryn (36`� WITHOUT REDUCER
630 ENO rwn 12W) MAWWLE FRAME AND C00R,
633 1314 mor (36') MANHOLE FRAME AND COVEF?
6 STEEL STEP
636 POLYPROPYLENE PLASTV STEP
AMERICAN PUBLIC WORKS ASSOCMI ION - SOUTHERN CALIFORNIA CHAPTER
MANHOLE PIPETO PIPE MAIN LINE
0=900 rnr-ri VIEM OR LARGEIR
NOTE',',
I , VALUES FOR A, B, T A, Q, ELEVATION R: ANI? ELEVATiON S AHE
SHOlPi 04 THE PROJECT DRATMNGS, ELEVATION S APPLAES AT ITISIDE
WALL OF" STRUCTJUSO'�,
I WHEN CEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS
THAN 867 nwi (0-10 1/2'1 FOR PAVED S"TRl'FF,`TS OR K)GO mm fl -61 FOR
UNPAVED SIREETS, CONSTRUC1 MONCLATHIC SiiAFT PER SECTlION C-C AND
DETAIL 'Nn SHAFT�OR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED
PER SECTION C -Q OMEN WAMETER DI �S 1200 mm (48'� OR LESS, CENTER
OF SHAFT MAY BE LOCATED PER NOTE T
3, CENTER OF MANHOLE SHAFT SHALL. BE LOCATED OVER CENTER LME OF
STORM DRAHN WHEN DIAMETER DI IS 1200 mnf= OR LESS. ;N WHIM!
CASE PLACE E BARS SYMNE�TRICALLY AROUND SHAFT AT 45' WITH
CENTER LINE.
4. LENGTH OF MANHOLE MAY BE MCREASED AT OPT�ON TO IMEET MPE ENDS,
BUT ANY CHANGE IN LICAnON OF SPUR MUST BE APPROVED BY THE
ENGINEER,
5. P SHALL BE 125 rnm (51 FOR D2=2400 rnin (96'l OR LESS' AND 200 pnu-� (6')
FOR D2 OVER 2400 ani (961�
6, REINFORCEMENT SHALL CONFORM TO ASTM A 615K GRADE 300(ASTM A T5.
GRADE 40A AND SHALL TERMINATE 4D Ism " 1/29 CLEAR OF CONCRETE SUR-
FACES UNLESS OTHERVMSE SHOOK
7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LANE.
8, BODY OF MANHOLE SHALL BE POURED �N ONE CONTINUOUS OPERATION
EXCEPT THAT A CONSTRUCTION JOH,47' �Mlrli A LONISITUDMAL KEYWAY
MAN BE PLACED AT SPRING UNE
9, THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVME A
LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES OF'
F SHOWN ON TABLE, Sh. 1,
IT 5 LATERALS ENTER ON BOTH SWES OF MANHOLE, SHAFT SHALL BE
LOCATED ON ENDE RECEIVING THE SMALLER LATERAL,
H. S7EPS SHALL. CONFORM TO STANDARD PLAIN 6-35 OR h36. ILMLESS C)"I'HERWIiISE
SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm 041 TO 375 mm 051 00
THE LOWEST STEP SHALL NOT BE MORE THAN 600 nnm (249 ABOVE 114E INVERT.
12. THE: FOLLOWING CRiTERiA SHAI-L. BE USED FOR THIS IMANHOLE�
A, THIS 5TANDARD PLAN 11-5 LISED WHEN STANDARD PLAN 320 �5 MADE I
QUATE. MAltl i INE z 900 rrwrt (361 INSME MAMETER OR LARGER.
8, LATERAL - 300 mm 029 To 3600 mm (I44�,) MSME DIMIGE]"ER,, HOWEVER,
THE HNSWE MAMETER SHALL NOT EXCEED THE INSME MAMETER OF
THE MMN UNE,
AMERICAN PUBLIC MMIRKS ASSOCIATtON - SOUTHERN CALFORNHA CHAPTER
MANHOLE FPIPE TO PIPE (LARGE SIDE WLET)
FESSR2
JOY,
R.C.E, NO. 43293
�J') \ Exp 3-31-10
322-1
I- lb, E f ?, (J` 4
Prepared Under The Supervision Of
I A N DA R D F b",,11
NETRK',
320 -1
SIMET 4 OF 4
13. MANHOLE FRAME AND COVER SHALL. CONFORM TO STANDARD PLAN 630
UNLESS OTHERANSE SHOWN,
14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN UNLESS
OTHERVAISE SH01M.
11WHERE A MANHOLE SHAFT -, 900 mm �36') WITHOLIT REDUCER �s
SPECTMID REFER TO STANDARD PLAN 326,
IE3, WHERE A PRESSURE MANHOLE SHAFT - W1114 FCC[-,'-NT'Rl(., REDUCER �S
SPECIFAD REFER TO STANDARD PLAN 328,
It WHERE A PRESSURE MANHOLE SHAFT -, 914 nifn (36') wn�Iou-r Is
SPECIFTO REFER 'TO STANDARD PI -AN 329�
18 DIMENTONS SHOWN ON 'THIS FILAN FOR IVIETR�C ANO ENGLISH UNITS ARE
NOT EXACT EOUAL VALUES. IF ME,rR�C VALUES ARE USED, ALL VALUES
USED FOR CONSTRUCTION SHALL BE NIEINUC VALUES, EXCEPT REINFORCING
BAR SIZES IN ENMJSH UNITS MAY BE SUBSTITUTED FOR METRIC, BAR SIZES,,
IF ENGLISH UNH �'S ARE CHID, ALL VALUES USED FOR CONSTRUC71ON SHALL
BE ENGLISI-f UNI -FS,
1HE FOLIL(T01MG STANDARD PLANS ARE INCORPORATED HERE1W
324 MANHOLE SHAFT-- W�Til ECCENTR�C REDUCER
326 MANHOLE SHAFT - 900 mai (561 WITHOUT REDUCER
328 PRESSURE MANIAOLE SHAFT --- WITH ECCENTRIC
329 PRESSURE MANHOLE SHAFT - N4 mmi C364 WITHOUl
REDUCEF�
630 6W mrn (241 MANHOLE FRAME AND COVIEFi,
633 9M mm (369 MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE! PLASTIC STEP
AMERMAN PUSUC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CIRAPTER
MANHOLE PIPE TO PIPEE (LARGE, SIDE INLET)
SJANUARD KAN
N4EI RIG
322-1
SHEET A OF A
I
-in
.C.E. 5*1152 DATE:
""I'm
1�