HomeMy WebLinkAbout3663-8NOTE
I_ VALUES FCR A, B AND C SHALL BE SHOWN ON THE PROJECT DRAWINGS -
ELEVATION R AND ELEVATION S SHALL BE SHOWN WHEN REOUIRED PER
DOTE 8.
2. STATIONS SPECIFIED ON THE PROJECT DRAWINGS APPLY AT THE INTER-
SECTION OF CENTER LINES CF MAIN LINE ANO LATERALS. EXCEPT THAT
STATIONS FOR CATCH BASIN COUNECTOR PIPES APPLY AT INSIDE WALL
OF STRUCTURE.
3. REINFORCING STEEL SHALL. CONFORM TO ASTIR A 615K- GRADE 300, (ASTM
A 66. GRADE 40), AND SHALL TERMINATE 40 mm (1 1/2') OLEAR OF
CONCRETE SURFACE UNLESS 07HERWISE SHOWN.
o, W BARS ARE OF SIZE AND SPACING SPECIFIED FOR WALL STEEL ON.
PROJECT DRAWINGS. AND SHALL BE CUT tN CENTER OF OPENING AND
BENT INTO TOP AND BOTTOM OF JUNCTION STRUCTURE,
b, OMIT H BARS WHEN SOFFIT OF SPUR IS 300 mm (12') OR LESS BELOW
SOFFIT OF MAIN LINE, AND OMIT G BARS 1W14EN INVERT OF SPUR IS
300 mm (12') OR LESS ABOVE FLOOR OF MAIN LINE_
4- JUNCTION STRUCTURE SHALL BE POURED MONOLITHICALLY WITH MAIN
LINE, MANHOLE 4R TRA14SITION STRUCTURE.
5. FLOOR OF STRUCTURE SHALL BE STEEL -TROWELED TO THE SPRING
LINE,
6. WHEN CONNECTING TO EXISTING RCB, BREAKOUT LIMITS AND DETAILS
SHALL BE SHOWN ON THE PROJECT DRAWINGS,
7. EMBEDMENT, P. SHALT. BE 130 mm (5') FOR B - 2400 mm (961) OR LESS
200 mm (8') FOR B OVER 2400 rr`m (96').
D. IF ELEVATION R AND ELEVATION S ARE NOT SHOWN ON THE PROJECT
DRAWINGS TOEN THE INLET OPENING SHALL FALL 150 mm (61 BELOW
THE. SOFFIT OF THE MAIN LINE WITH THE INLET PIPE LAID ON A STRAIGHT
GRADE FROM' MAIN t INE TO CATCH BASIN OR TO GRADE BREAK III INLET
LINE. ELEVATION S SHALL BE SHOWN ON THE PROJECT ORAWINGS IF
THE INLET OPENING FALLS MORE THAN 150 mm (61 BELOW THE 'SOFFIT
OF THE MAIN LIME WITH THE INLET PIPE LAID ON A STRAIGHT GRADE
AS STATED ABOVE_
ELEVATION R SHALL SE SHOWN ON THE PROJECT DRAWINGS WHEN
A STUB IS TO BE PROVIDED FOR A f'UTURE CONNECTION.
9. LATERALS OR C014NECTOR PIPES 600 mm (24') OR LESS IN DIAMETER
SHALL BE NO MORE THAN 1,5m (5') ABOVE THE INVERT. LATERALS OR
COMECTOR PIPES 675 mm [27') OR LARGER rM DIAMETER. SHALL BE NO
MORE THAN 454 mm (18'b ABOVE THE INVERT. WITH THE EXCEPTION THAT
CATCH BASIN CONNECTOR PIPES LESS THAN 15 m t501) IN �ENiGTH SHALL
NOT BE MORE THAN 1-5 m 451 ABOVE THE INVERT.
10: THE NEED FOR AN EDGE BEAM AND/OR AMITIONAL REINFORCEME14T
SMALL BE INVESTIGATED BY THE ENGINEER FOR ANY ONE OF THE
FOLLOWING CONDITIONS;
o. ANGLE A IS LESS THAN 300
b, TOP OF INLET PIPE IS LESS THAN 150 mm (6') BELOW THE SOFFIT
�. FLOW LINE OF INLET PIPE 15 LESS THAN 180 mm i7'1 ABOVE THE
THE FLOOR Of TWE RCB AT THE INSIDE: FACE
H. DIMENSIONS SHOWN ON THIS PIAN FOR METRIC ANI} 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 WTRtC BAR SIZES. IF ENGLISH
UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION $44ALL BE ENGLISH
UNITS,
AMERICAN PUBLIC WORKS AMCIATION - SOUTHERN CALIFCIRNIA. CHAPTER
sr>~►tc�ab alter,
MEiigIC
333-1
JUNCTION STRUCTURE — PIPE TO RCB
ID > X00 MM l2dLll)> 1l2 MAIN UNE ID
SREET 21 � 2
NOTES
I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LE$$
THAN 967 mm (2'-10 1/22) FOR PAVED STREETS 4R 1060 1"m (30-61) FOR
UNPAVED STREETS, CONSTRUCT SHAFT PER SECTION C -C,
2; $TATIONS OF MANHOLES SHOWN ON PROJECT DRAWING, APPLY AT CENTER
LIFE OF $HiAFT. ELEVATIONS ARE SHOWt4 AT CENTER LINE OF SHAFT,
3. REINFORCEMENT SMALL CONFORM TO .ASTM A 1615M, GRADE 300(ASTM A
513, GRADE 40), ,AND SHALL TERMINATE 40 mra it 1/21) CLEAR OF CONCRETE
SURFACES UNLESS OTHERWISE SHOWN.
4. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE
SHOWN, STEPS SHALL SE UNIFORMLY SPACED 350 rata (14.1 TO 375 mm (151) OC.
THI✓ LOWEST STEP SHALL NOT BE MORE THAN 600 MM (24•) ABOVE. TSE INVERT_
5. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630.
UULESS OTHERWISE SHOWN.
S. MANHOLE SHAFT SHALL CONFORM TO STANDARD FLAN 324 UNLESS
OT14ERWISE SHOWN.
7. WHERE A MANHOLE SHAFT - 900 .mm (36') WITHOUT REDUCER IS SPECIFIED
REFER TO STANDARD PLAN 326
S. WHERE A PRESSURE MANHOLE SHAFT - WIT" ECCENTRIC REDUCER 15
SPECIFIED REFER TO :"TANDARD PLAN 324-
9. V64ERE A PRESSURE MA44HOLE SHAFT -- 914 mm (36') WIT14OUT REOUCER
IS SPECIFIED REFER TO STANDARD PLAN 329.
10, DIMENSIONS SHOW14 ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT
EXACT EQUAL. VALUES. IF METRIC VALOES 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 PION CONSTRUCTION SHALL DE 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 MARHOLE SHAFT - 914 mm (315') W4THOt, T REI?U+CER
630 610 mm (240) MANHOLE FRAME,' AND COVER
633 914 mm (36') MANHOLE FRALW AND COVER
635 STEEL. STEP
636 POLYPROPYLENE PLASTIC STEP
ANOMMM PURUC WORKS ASSOCIATION - SCI U`MEPEN CALIF'OMIA CHAPTER
arTo�n
323 -1
IST 2 i 2
MANHOLE �-- CONCRETE BOX STORM DRAIN. - --
C. hUIN LINE RdP OR
REIWORCE0 MONOLITr10
ARCH, UE NOTE 2 -...
� 4 -
SLE MOTIF
4L LATE -RAL/
CONNECTOR P1"
�- G BARS
15MQ150 mm
(44 9 61) 0
� It7M O 450 m�
(+3 OR -4 0 119
1c TIE 18ARS
•--•-E AND F BARS
15M a 75 m=
WI 9 3'l 4C.
5EE Noire a
TABLE OF
'SALLIES FOR T
B T
300qua (12'i 1317_am (B'3
37'5 i7 1313 oo (r)
450 n,1g (alb-) 1 430 m*j t3-)
323 IlSf7! I21'1 130swlt (sl
440 mw (244) 140 am (S 1/24
67S am (mo) 440 no ES 1/29
700 Rm [Sb•i 150 Inn 46'6
425 " (33')1 arc ffso (s 1/291
9-00 fW ;3411 170 rrCn (6 t/2"!
fig
_g: TEE BARS
i I
Q U-1 ARS
SECTION M— ,
AA CAN PUBLiC WORKS ASSOCIATION - SOUTHEH CALIFORNIA CNAPTER
JUNCT M. STRUCTURE -m l TOP FILET
STANDARD
ID > X00 MM l2dLll)> 1l2 MAIN UNE ID
331-2
TOOTH STANPA" BP'ECfF# MRS MA PUBUC VJDMW CCJ'ri3TRUCTI W
s-lazrr 101; 2
ISO
jmv,,m
Rcp 4R CSP
jSTA. K I NT
'
.. CONNECTOR PIPE
so m SEE NOT1: 3
Rl: BEAM
SUPPORT- --
3d0 cxm b ttP"I
9ES� IgG POR
o .a���-
.r. STA- POINT
l�
_
LITERAL
tri O 4'1 40 /tZ-e
SEE HOT" 3
�
450 at:m 0119 MI6I. '� •' :
PLAN.
SPUR
8AG>'cFILt. raT l
2433 kg -c -t4 Iap+ (450-
10M Q 45-o =rn
I r3 AR 04 0 l8'6
1. 0, am 7� C• 20001 CONCRETE'
DR COMPACT SOIL i{>'
t3 13) IOM O lt]17 tmn
(*5 4 4) a -G
j 0,C TIC BAR
1 EatKF�Ia�1Na TL I
} -�~' aAljRa i3f4 0 ISO m
/ \
1+4 0 G•) OC60
i
own (31) WIY4
b - TSO mm 430"t-, UAL
�.
ao erten rS'
RAl94ffD
J. EDGES
MIN'IM,MA d3lr>skF'lIN
�-
:� - LLEv.
Fi
1r
ELEV. 0 60 e0li4 t3'1)
-I&NIi1UM SEARING
SURFAM • OM
�
r
'
-
F BARS
T5 ares t31 01r
III I STIiITBEO
C044RETE CRAKE.
EAR'e14
t1 r
Ebb -E-14 (450-C-20"),
._
SEE NOTE 9
9ECT110N C -C.
SECTION Bp -B
r
d
4L LATE -RAL/
CONNECTOR P1"
�- G BARS
15MQ150 mm
(44 9 61) 0
� It7M O 450 m�
(+3 OR -4 0 119
1c TIE 18ARS
•--•-E AND F BARS
15M a 75 m=
WI 9 3'l 4C.
5EE Noire a
TABLE OF
'SALLIES FOR T
B T
300qua (12'i 1317_am (B'3
37'5 i7 1313 oo (r)
450 n,1g (alb-) 1 430 m*j t3-)
323 IlSf7! I21'1 130swlt (sl
440 mw (244) 140 am (S 1/24
67S am (mo) 440 no ES 1/29
700 Rm [Sb•i 150 Inn 46'6
425 " (33')1 arc ffso (s 1/291
9-00 fW ;3411 170 rrCn (6 t/2"!
fig
_g: TEE BARS
i I
Q U-1 ARS
SECTION M— ,
AA CAN PUBLiC WORKS ASSOCIATION - SOUTHEH CALIFORNIA CNAPTER
JUNCT M. STRUCTURE -m l TOP FILET
STANDARD
ID > X00 MM l2dLll)> 1l2 MAIN UNE ID
331-2
TOOTH STANPA" BP'ECfF# MRS MA PUBUC VJDMW CCJ'ri3TRUCTI W
s-lazrr 101; 2
t IIAAIN LINE AC44 A (USE ST.ANaARo PLAN N&S
3F A IS LESS THAN 45*
� � l
ll+ o K,
16!11 Ce51
PLAN
,..�•� ---- BURN OR CUT P1:PE '10 S4lR!".Au
/ OF CONCRETE, ROU10 EDGES OF
Gf%1wC olpc 0t1 NCO
I514 0 1.50 Www (25 0 41OC
15M (+SI
1311t I9 IOD 'spmiu
1.5 A'3 DIC -v
o;�M O 100 rasrn (v'S 0 44)
IDM lryi -
Mm SrSi
Ct3NG. t3131'E. t� f i5I � iw
`"'
Rcp Ion C9p . �► -
ISO
jmv,,m
Rcp 4R CSP
t`4'1 ZSEE NOTE 3 .
Rl: BEAM
SUPPORT- --
3d0 cxm b ttP"I
9ES� IgG POR
o .a���-
.M 100 mm f;l oF
l�
IET PIPEISM
tri O 4'1 40 /tZ-e
t4$ 4C, 4•) CC
�
450 at:m 0119 MI6I. '� •' :
{r '' •� COLUMN SUPPORT -
VNDISTURBED Wia►� '
8AG>'cFILt. raT l
2433 kg -c -t4 Iap+ (450-
UN[:(3MJ�a4CTED BACI(F I LL 4 1,a � -
1. 0, am 7� C• 20001 CONCRETE'
DR COMPACT SOIL i{>'
t3 13) IOM O lt]17 tmn
(*5 4 4) a -G
13,E -0•y RELAT1 WE' DENSITY
CASE 1 SECTION A -A
CASE 2 SatC1rlCAT'.0JM
BEAM SUPPORT COLUMN SUPPORT
b - TSO mm 430"t-, UAL
D 7:�4 ISO'!' MAX.
ao erten rS'
p4 OBIS 1311}
MIN'IM,MA d3lr>skF'lIN
-I&NIi1UM SEARING
SURFAM • OM
%MfAa r 43nlra�
�
-
__I 4653
4657
,
4Z.TA „ e .
'A
'�
t1 r
( 0 B'a
._
9ECT110N C -C.
SECTION Bp -B
AMMrAI4 PUM.0 WOWS /ASSMIAT ION - 3OUTHERN O AUFiDRNtAL CHAPTER
STAT -ARD RM
c
331-2
SHEET 2 OF 2
JUNCTION STRUCTURE PIPE TO RCB
;►t,Mrlk3AgD ptAf4
F1�ili.CV!oNit+$tal�tt+lgc5� ir,.,
r�
INLET ID, < 750 mm (30"")
MSG
334-1
jmv,,m
� WITH aT�r+o�Rca SF{EGIFICATI4liB last w>Irua � c�tttt�oly
vt
NOTES
I.. THIS JUNCTION STRUCTAE.8�1.BEMUSED THE_.OUTStI) DAAMkA EiR J�
OF THE;L,ATERA'L IS AREA ER' r�`ti +l��l � T'HE:.=F___llA T RtiD -:OF TME
MA. L;Il�c' OR `WREN ,�I�>E ENSILE IDIAMObi B -OF T'NE`LATE��=�� CATER
THAN 600 M -Ar 124"). 8 SHALL NOT EXCEED ,75 D OR. 975 nwn 139').
2. IF THE MAIN LENE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN,
0 SHALL REFER TO THE CLEAR SPAN OF THE ARCH, REINFOIR+CINC STEEL
SHALL BE CUT A14D BENT INTO THE jUNCTION STROCTURE. IN THE SAME
WANNER AS FOR A PIPE, A CONCRETE CRADLE IS NDT REOUIIRED FOR A
REINFORCED MONOLITHIC ARCH,
3, $TATIONS SHOWN ON THE PROJECT DRA'W'INGS FOR LATERALS APPLY AT THE
INTERSECTION Of CI;N'TER LINES OF MAID LINE ANN LATERAL. STATWNS
SHOWN ON THE RRO,JECT DRAWINGS FOR CATCH BASIN CONNECTOR PIPES
APPLY AT THE INTERSECTION OF THE INSIDE WALL. OFYTHE MAINLINE WITH
THE CONNECTOR PIPE CENTER LINE.
4. FIIL'UE$ "R A, i C'' br 15+ HALL 3E SHOW- ON THE PIROJECT DR-yMJ�1GSr- J
ELEVATI .,>R AND ELEVATION"$ -$HALL BE SHOW14 aVLY WHEtj REOUTRED ekfi
NOTE 5.
5. ELEVATIONS R AND 5 #QED NOT BE SHOWN ON THE PROJECT„ ORAWINSS
IF THE INLET PIPE. 15 TO ENTER THE MAIN LINE RADIALLY:
b. ELEVATION R SHALL 8E SHOWN ON,THE PROJECT DRAWINGS ONLY aF A
STUB 1S TC BE PROVIDED iN THE MAIN LINE FOR FUTURE CONNEZ'NoN
OF AN INLET PIPE.
r.
ELEVATION S SHALL BE SHOWN ON THE PROTECT DRAWINGS IF AN INLET
PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. I NL°ET PIPE
SHALL BE LA1,0 ON A STRAIGHT GRACE FROM ELEVATION S T4 THE
CATCH BASIN OR !GRADE BREAK IN LINE.
6, THE It -7,10 -ET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE
INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OT4ER THAN
RADIALLY IP ANGLE A tS GREATER THAN 459, B IS LESS THAN ON EQUAL TO
600 rim (246) AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN
.5 D= OTHERWISE. STANDARD PLAIT 34.0 SHALL. BE USED_
I. 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 TI4E PIPE SURFACE WITHOUT DA.MAGING,THE. REINFORCING STEEL. THE
TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE
CENTER Or THE OPENING AND SENT INTO THE TOP AND BOTTOM SLABS OF
TtiE SPUR.
E
9. THE MAIN LINE SHALL BE REINFORCED WITH AS014CRETE CRADLE AND
IEACASEMENT (AS APPLICABLE)- A CONCRETE'ENCASEMENT IS REGU1RED IF A
JOINT IN THE MAIN LIME FALLS WITHIN THE LIMITS OF THE CRADLE. THE
CONCRETE ENCASEMENT SHALL EXTEND 300 mm (12") ABOVE THE TOP OF THE
MAIN LONE AND TO THE LIMITS OF TWE CRADLE.
IF GONN=GTING TO AN EX-15TING STORM DRAIN, PORTION 4F CRADLE
OPPOSITE INLET M*Y BE OMITTEE.-
10, REINFORCING STEEL SHALL CONFORM TO ASTM A 61�M1 GRADE 300. (ASTM A 615,
GRADE 40), AND BE PLACED 40 mm (1 1/21 CLEAR FROM CONCRETE SURFACES,
UNLESS OTHERWISE SHO'1VW F BARS SHALL BE CARRIED T4 A POINT NOT LESS
THAN ,i DISTANCE FROM CENTER LINE WITH Ju7'{)/I?_ + 150 mm (6st.
11, FLOOR OF TAE SPUR S-14ALL BE STEEL-TRjPWELED 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
GONST14UCTION SHALL, BE METRIC VALUES, EXCEPT REINFORCING MARS SIZES IN
ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF E05LISH UNITS
ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS.
AMER4 N PUBLIC WORKS ASSMiATION - SOUTHERN CALIFORNIA CHAPTER
STAT -ARD RM
c
331-2
SHEET 2 OF 2
JUNCTION STRUCTURE — PIPE TO -PIPE INLETWIST
ID 2! 600 mm 2OR 2 MAIN LINE ID
$ 9Ap3 ` 2om o 1=70 mm 143 0 49 OC,
LENGTH - D+8.0 fn 1.3'-O'1
PLAM9 UDR WT . BAO$ ANO
ON TOP OF DICOT BARS, OVIT
BARS TNr:T F�411. OVEfI SIO�EWr1114.5'.
I
colic;. PIPE Of? -Rcp - -
dj
9 BAR$
FDR OUTLQ SEE
STANDARD CATCH
BASIN PLANS
CATCH BASIN. FILOOR
253 xq_c_j4 MPc (.4 50-
C-20001 CONCRETE Eli-
CASEWNT WHEN, -MORE
THAN OW 5ECTION OF
PIPE 12 USED
JD
--IRC BON
WHO# CATCH BASIN FALLS
B DAFIS 1
4, qii z8P OF BBQ,
a�arla6 t�Y � POA
CASE 3 SII "o TOP SL" 60X_
TOP SLAB ENTRA��E
0 i TSO fts (30
too 0,
4-i for, To BE
D 30 "m (e)
OF NoLE
SEAT I QN-(
a BARS
CUT BARS 5+0 mm Q71
CLEAR OF OPERIN4
AhIMCAN PUS IC WORKS ASSOCIATION -SOUTHERN Cit UFOF1NIA CHAPTER
a Alma Pim
t is
334-1
5HEET21W3;
JUNCTION TRUCTU --- P PSE I
INLET ID,750 750 m.m X34
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,
TIME CITY ENGINEER MAS/ REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
AS -BUILT
912E ANO 3PAMNG OF STIES. AS SHOWN ON PROJECT
ORAWINO& EXCEPT T14AT S BARS ON EACH 51 OF'
SHAFT SHAA.L BE .NOT SMALLER IWAN 13M Id00 Ie�
445 0 4-1 OC OR COUIVALLWT
--= -rr-r Blot o 100 mrn 4+5 O 41) OAC t 1.5 a
LONG
BORCt -- tBCRC
N.
'D+�
�� ._ B 3,� m (7'-0�3 lL004. 1(44 M0 mm i4
�
.._ F SIZE SHOWN FOR TRANSVERSE STEEL.
13UT NOT SWILLER THAN 15101*3) GARS.
wanp THE BARS UNtM BARS THAT
AII,01WE l3aECUT FOR' SHAFT OPENING
PLAN STREET GRAD£ -1 CONCRETE RINGS
ISHAFT NOT SKOwS(] � OPER SMPLAN
324
Ila nm, 2 25 mm (514 1 i
1 nn r r -O-I 101 RING SEAT
I
'tl w v iz
SECTION A - A
MANNOI-E FRAiAE AND
"VIER PFR STD! PLAN 630 r --STREET GRADE
La
MANHOLE $$HAFT PER M:
97(). Pi -AIA' 324
x3 am x 50 ram 15,x
V) PIPE BEAT
1 P al
91 a „
i 1 I- •I
*MIT FILLCT
UWZR S"AFT 11.
f'
175 mm 47'
S TEP S
SECTION B — B
Sao.
i34'1.
OMIT FILLET
UNDIA SHAFT ---4, I
175 nva (71)
STEPS
SECTION C - C
$a Non I
TABLE Of VALUES FOR V IBM NOTE 13
SECTION
PAYM STRUT UWAVED 5TREET
MAX >WK MAX. UK
G - O
`p aw it -AD 1fa"i - ICfD 13'-i'
c e
20z- gnoll-t 217 OW (a 1 i410 =061 3147 154
AMERICAN PUBLIC WORKS ABBnCIAMN - SOUTHERN CALIFORNIA CHAPTER
STAWMI) PUA
33.4-1.
MANHOLE CONCRETE BOX
�T � W, �"
t
STORM DRAIN
323-1
KEY. vtie
SHEET t OF 2
USE WITH STANDARD SPECii'"T40119 FOUR POKIC WOMM ISOiiSTIttAG
NOTES
I, USE JUNCTION STRUCTURE PER STANDARD PLAN 333 INSTEAD OF
THIS {JUNCTION STRUCTURE. UNDER ANY ONE OF THE FOLLOWING
"NDITIONS.,
a, DIAMETER OF I NLIr Y PIPE EXCEEDS 750 +nor (.30"),
b, TOP OF PIPE IS LESS THAN 340 mm 4124 BELOW SOFFIT OF BOX,
c. FLOW LINE OF PIPE 43 LESS THAN 225 mr►t 413') ABOVE FLOOR OF
THE BOX AT JNSIDE FACE.
d_ ANGLE A IS LESS THAN 45b.
2, ALL CSP AND FITTINGS SMALL DIE GALVANIZED_
3. ELEVATION SI SHALL BE SPECIFIED ON pI' O0E+C'T DRAWINGS ONLY IF
THE TOP OF PIPE 15 MORE THAN 300 arm (120) BELOW SOFFIT OF BOX,
4, LATERALS OR CONNECTOR PIPES 600 Mm (241-1 QR LESS IN OIAMETER
SHALL BE NOT MORE THAN 1.5 m (5';1 ASOVE THE INVERT.
LATERALS OR CONNECTOR PIPES 675 mm (279 OR LARPER IN DIAMETER
SKALL BE NOT MORE THAN 450 term (19') ABOVE THE. INVERT, WITH THE
EXCEPTtON THAT CATCH BASIN CONNECTOR PIPES LESS THAM 13 Al (50')
IN LENGTH SHALL BE NOT MORE THAN 1.5 m (S') ABOVE T14E INWERT.
5. DIMENSIONS SHOWN ON THIS PLAN FOR M1ETR(C AND ENGLISH UNITS ARE
NOT EXACT EOUAL VALUES. IF METRIC VALUES ARE USED ALL VALUES
USED FOR CONSTRUCTION SHALL BE METRIC VALUES EXUPT REINFORCING
BARS SIZES IN ENGLISR UNITS MAY BE SR1aSTIT'UTEb FOR METRIC DAR
SIZES. IF ENGLISH UNIT'S AAE USED. ALL VALUES USED FOR 0014TRUCTION
SHALL 43E ENGL I SSI u1�It rs.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CAUIPORN1A CHAPTER
STAWMI) PUA
33.4-1.
JUNCTION STMUCTURE •-- PIPE TO RCB
INLET ID :S 750 mm (3011)s
=��