HomeMy WebLinkAbout2542-3_ a"
40 tum ►Illi[ • M
Ir V11111cer, 4uf
0�� LQC� Dt�K'iMM
fAtt I PLDW LOW
I PLA{[ •�-
1 !
ON : &I6 I cuRR umr 1 ..
i
wi � wt I i L tT'1I► CLAIAR I
CATCH I I Mpg,
4 ON
1
�.. .
--
4NI
..... r
� � I ' r • � •ter .
w 1011AL sum&"
I
-CONNECTOR PIAL
I _ CATc•1 64sio
+ _ r 4, �•' r `et>Ii�ii"I i� co«rlccTIo11
r
SECTION A -A
I ..
•.r w-IIIIs
I w
DOWFL UETAtL
+jf SM& N10DRfICATIGNS ON* STD 30-9-0
w sNm" 4.1
"MICAN PUSM WORKS ANIOC1ATWU - SOUTHOW CMAPTER
•_si.
. 2
G
SANDHI
M10MGAMD Ar TIE A/M►A AOC
JOINT COOP91RATM comwn"
CURB OPENING 'CATCH BASIN
300.i
law
996" 13 1/4'
4S• 3/4•
REV. Stir
B)rt 1 M B
INE R1AM STAIIAAM 11MiM PQP!!t SHIT
IF
I I CDOESiTO E� Be
0 OA111 B� CLI TO 3' R
3' OC 11.4-t �• 1.
.r
OP T ION,k OWTS I N
EDGE Of CONCRETE
03 TIE BAR A=10 Of SPUR C�{C '
4-.6, E BARS At
3'-•30 LONG. f
R41r
S%E NOTE t 4 _04 „ Sys
' ,3 TIE OAR -y-9• LONG
0 BARS
3' OC,
S"reIre • g i DETAIL N'
3-04 a BARS 4'-9' IRINSs ANO COy NOT 3No
F r LONG 3' OC CON' T-..............�sSEE _r-.�...
ADO -L. BARS 6' OC
TO INSIDE EDGE Of
PL AN MANHOLE. SEE NOTE t
(SHAFT O SNOwMi
ii PIPE SEAT UertL.
t�
UL LA0 It 6
M}ANr�Oilr FAAIIIK r;
STREET AND COYER PER L E 6iR3
GRACE STP. PLAN 630
i` . r3.1 RJ
p
2a L
MA*h4OL; SMAiT �'+ ��
Pelt S To. 5'.2• PIPE
PLAN 324 SEAT I �)
E SAI 10
TIE BAR= .�• GItApE POINTS,
STEPS SEE NOTE 4
TI[ YAR P f J SAAB SEC T I O N 8 B
ROUND
EDGES ,
TO ).R SPR IMG l IAS(
CoNCRE7E RINGS
*40(4* OC INLET PER STD. �-STREET GRAIN
BOTH WAY$, ELEVATION
PLAw324
Tp BE USEr
S �% APPLIES AT / S'. • Rini 5i4T
WHEN Dr IS // THIS POINT OMIT THIS M SARS
64P M OVER J STEP IN ��
SECTION A -A si EtTs------VAR I4"tt
w SMAS y24' j E •ARS
j • 3 On 04
TIE GARB
16' FOR PAYED f I J ♦AIHi
STREETS, 2'-2•
OF vAtutS FOR
•_si.
. 2
G
.;_
36' I/
74• 11 '
39'�
84' 12 t/ -
a2' 7 1/
996" 13 1/4'
4S• 3/4•
9 I 14'
• ��
10 • • is 1J
SI• • 1J
IO ' ; i6'
54' 9'
u41 Vii/ '
57' j_S 1/
120'T I
60' 9 1J
126' '
'RRLT3iQ•IAQIi
66-,!0•I_/a•
1311 �1 i�''ii
_
69' ' 10 /4'
-i2•
114' Is.
II'
CONTr+N1t 610t
PtrV
FOR UNPAVED ROUND
STREETS EDGES
-
TO 3'R
w
SECTION C -C
AOL VALUES FORM (S MOT I)
TREE_ hPAV�EDS__..
SECTION MAX. rR:N. `MSX. MIN,
-�_ _-- -Z-_gip t/_ •
AMrRERICAN PWLIC WORKS ASSOCIATION - SOUT"VM CAUPOANIA CHAMRR
uMANHOLE PIPE TO PIPE rummokm
•RorwsATEo,v TME wA.Arc 32" `°°"",',';" `°" MAIN LINE ID = 36" OR LARGE
m YMTw Met i'NG m"11111E P" "A" WON" PONLT Ift 1ofe
1
3 -N j SAA$.
A ROUND TO Y' R
4 "O. OITIOwk
4' -B' LONG.
3"oc coNTrtttwl[ F
ADDITIONAL BARS
orTl rr`Le�
a, F
w•-, )
OUTSIOC
cow or
6'" TO 1NSIDIE
Ild-WEl►Z"
ON1= slimB>•L&IIIIIIII
1111
5CONCRET9
EDGENt
OR MA~0LE--
C#�C
a
ii
T`-
TATA N
_ _
It sP��R
�..
` 4-04 M BARS
S'sS• PlPt SEAT _/
i ; i Arty TAI+DARB
�'
'RRLT3iQ•IAQIi
it•! ,1•It1R
3♦ SARs. 3.Oc
CONTINUOUSLY AROUND THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE
DETAIL "N'
CONTr+N1t 610t
PtrV
S (RING*
AMC COVER mOT SHOwNI)
4-6-6 E BARS,
SEE NOTE 3
FULL WIDTH OF THE WIDEWAL.K. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE.
2.
•3 OR '4 =` e� OA1tT Tref
• Is, 9C I ,. `� 3T£I IN
CONCRETE RINGS
PER STO. /-ST"Ifv GRAN
1t BARSe B BAMS
A
�) R• 10 PAvED
OF MO • STREETS
PL" 32 W W 5' A 1'
T
Nt
-�--- WITH A Wit.
�+-r-ltj� of 3•-4•
Tr NPT
BAR
STATIONI
'
r tb• POR ►A'rCC
M SAA
StPEETS. 2'_2' FOR
WUPAVIO STREf TS
YAtR;
P•MIKIII'
&
•,.L•� .E
3'
PLAN TIE BARS
` TIE BARS
I SN AF T N4D T S I+O W%1
F J BAPS
S T 4 E E T
= 3 AR S -•,` r
�
�•TIE
.'
M1At3M
B. Dz OVER 96", L = 6" -0, P= B'
L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PPE ENDS. WHEN L GREATER THAN THAT
4L
EDCEs
MA NN Ou�
IN AN"L E ry /belt SARs
T rl 3'R
SMAFT
AND COYER PER T
SPUR MUST BE APPROVED BY THE ENGINEER.
PEA s - D.
PLJ2•
.i324-\�
STD. It, Ar 61.0
S EC T IO NC_C
! TEO1
/ OARS IJ
/•."
SAPSSECTION-�
�-- (:Mut
STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER LINE OF SHAFT. ELEVATIONS
i.,.%
�T E
�
f•,2• PIPE SEAT
�
B = 3 FEET 2 INCHES
k; ? 0 BARS-•
--_- -.•-. � _ :, a AR s �
,
S••t' PIPE
ROII
\
V - THE DIFFERENCE fN ELEVATION NETV41QR THE TOP OF THE CUM AND THE INVERT OF THE CATCH SAM
SEAT ---.�
F I
_ A BARS I c0"S TO
F 3� R
ELEV. s
1E tv R r
-4'i �Ti►L
E�Ev♦ ;CN
3 BARS 1
``�--•-
-• "4009' 0c 0o!" ELEVATION
7.
�•
wars• -0 BE
END OF THE BASIN, AND SHALL BE DETERMINED BY THE AAREMIENTS OF NOTE 3, BUT SHALL NOT N
.4#•6' CC BOTH WAYS.
;� usED WHEN S LONGITUDINAL
SECTION
m
TO BE �S;v WHEN 02
S SO. OR MOR(
---•---•
s60* O R II R E.--.--!
A
SECTION
N -M -P -O
T4&L 0 vA '
�LI•IRD•Ii•L1.i iSff�#�
WMA mmxx
S,>F$Z� �i�ll� BBfE•L]i
�T>�L1i�Z2ii��:ia>•
><4S��iBi Z12�� >iiiSi
AMERICAN PVt•LJC WORKS ASiOC1ATtON _ SOUTHERN CALtNTOMIIIA CHIAPTEII
MdAk"' 3d BY Tei 0A -ABC
MANHOLE PIPE TO PIPE
B>FZii��
Bilji@1z3i
LARGE SIDE INLET
03Milei
Q1It1m
Ild-WEl►Z"
ON1= slimB>•L&IIIIIIII
1111
Erma
IE f"A
"ffma
mp=�11111
wimK1MGi
Q•z1i�11111
®RLIn
IR -1111
a
ii
THE SIDEWALK OR SEPARATELY, USING THE SAME CLASS OF CONCRETE AS IN THE BASIN. WHEN POURED
R[UIM�NI•
UlAmm"
ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE.
t•i9Q•lttlii
QHS 1iBlt�i�
'RRLT3iQ•IAQIi
®B1Qii
CONTINUOUSLY AROUND THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE
AMERICAN PVt•LJC WORKS ASiOC1ATtON _ SOUTHERN CALtNTOMIIIA CHIAPTEII
MdAk"' 3d BY Tei 0A -ABC
MANHOLE PIPE TO PIPE
ITNO# A km
'°"" `°M ;1111W `°"'""T"E
LARGE SIDE INLET
322-0
CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN MAY BE POURED EITHER MONOLITHIC WITH
Imm 1 OF i
INE VIN ST ANOARD SPECIPICATIOMA GOR f AUC WORKS COMTOWT,di1
1.
WHERE THE BASIN IS TO BE CONSTRUCTED VW HIN THE LIMITS OF EXISTING OR PROPOSED SIDEWALK OR 16
1.
WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 2'- 10 1/2" FOR PAVED STREM
CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN MAY BE POURED EITHER MONOLITHIC WITH
OR T -Sm FOR UNPAVED STREETS. CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL "N" SHAFT
1.
VALUES FOR A, B, C, 4, Dt, ELEVATION R AND ELEVATION s ARE &10611 THE PROJECT DNANIMitit.
THE SIDEWALK OR SEPARATELY, USING THE SAME CLASS OF CONCRETE AS IN THE BASIN. WHEN POURED
FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C -C. WHEN DIAMETER D, IS 44: OR LESS
ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE.
MONOLITHICALLY, THE SIDEWALK SHALL BE PROVIDED WITH A WEAKENED PLANE OR A 1 -INCH DEEP SAWCUi'
CENTER OF SHAFT MAY BE LOCATED PER NOTE 2.
CONTINUOUSLY AROUND THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE
2.
WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE SOK K LESS THAN r 46 Ur MR PAVED 81Rw I
FULL WIDTH OF THE WIDEWAL.K. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE.
2.
CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM DRAM! WHEN DIAMETER D/ N
OR 3'-60 FOR UNPAVED STREETS, CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL "W'. SHAFT
COLOR, FMMRSH, AND SCORMK; TO EXISTWO OR PROPOSED CUM AND WALK ADJACENT TO THE SAM4a"
OR LESS. IN V*NCH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 40' VW M CENTER LIE AND
FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C•C. WHEN DIAMETER a IS 4B' OR LESS,
ALL CURVED CONCRETE SURFACES SHALL SE FORMED BY CURVED FORMS, AND SMALL NOT BE SHAPED By
J .
OMIT BARS2.
CENTER OF SHAFT MAY BE LOCATED PER NOTE 3.
P•MIKIII'
&
L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN ON THE PROJECT DRAVIANGIS:
3'
CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM DRAIN WHEN DIAMETER it 16
&
FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND LATERAL
A. Dz- 96" OR LESS, L - 5' 40, t'= 5"
48" OR LESS. IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45° WITH CENTER LINE.
SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE EXCEEDS 8 PERCENT, IN
B. Dz OVER 96", L = 6" -0, P= B'
L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PPE ENDS. WHEN L GREATER THAN THAT
4L
LENGTH OF MANHOLE MAY BE INCREASED AT OPTION TO MEET PPE ENDS, BUT ANY CHANGE IN LOCATION OF
WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THE SAME AS THE GUTTER GRADE. SLOPE
SHOWN ABOVE IS SPECIFIED, D BAITS SHALL BE CONTINUED 6" OC.
SPUR MUST BE APPROVED BY THE ENGINEER.
FLOOR FROM ALL DIRECTIONS TO THE OUTLET.
4.
DIMENSIONS:
4.
STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER LINE OF SHAFT. ELEVATIONS
E
P SHALL SE r FOR 02- W OR LESS AND f FOR 02 OVER W.
B = 3 FEET 2 INCHES
APE SHOWAI AT CENTER OF SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINE.
V - THE DIFFERENCE fN ELEVATION NETV41QR THE TOP OF THE CUM AND THE INVERT OF THE CATCH SAM
A
REINFORCEMENT SHALL CONFORM TO ASTM A 615, GRADE 40, AND SHALL TEMMINATE 1 1/2" CLEAR OP
A
REINFORCEMENT SHALL CONFORM TO ASTM A 615. GRADE 40. AND SHALL TERMINATE 1 1/2' CLEAR OF
CONCRETE SURFACES UNLESS OTHERWISE SHOVI K
AT THE OUTLET = 4.5 FEET.
CONCRETE SURFACES UNLESS OTHERWISE SHOWN.
Vu- THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT THE UPSTREAM
7.
FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE.
END OF THE BASIN, AND SHALL BE DETERMINED BY THE AAREMIENTS OF NOTE 3, BUT SHALL NOT N
K
FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRMKG LINE.
LESS THAN CURB FACE PLUS 12 INCHES.
A
BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION
Ven THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET NOTED
BODY OF MANHOLE SHRILL BE POURED IN ONE CONTINUOS OPERATION EXCEPT THAT A JOINT
JONNNT WITH A LONGITUDINAL. KEYWAY MAY BE PLACED AT SPRING LME.
ON THE PROJECT PLANS.
,7:
WITH A LONOMMI AL KEYWAY MAY BE RACED AT SPRMK! LIME.
H - NOTED ON THE PROJECT PLAN!
&
THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SMALL NOT SE LEES
W = NOTED ON THE PROJECT PLANS.
E
THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVM A LEVEL SEAT BUT SMALL NOT BE LESS
THAN THE TABULAR VALUES OF F SHO4MM ON TABLE., SM. 1.
A = THE ANGLE, IN DEGREES, INTERCC', BY THE 0M YERUNK OF THE CONNOCIOR PV% AND THE CATCH
THAN THE TABULAR VALUES FOR F SHOW41 ON TABLE am. I.
BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED.
10,
IF LATERALS ENTER ON BOTH SIDES OF MANHOLE, SHAFT SMALL K LOCATED ON SIDE RECEMW THE
!ll
PLACE RAPES AS MrDICATED ON THE PROJECT PLANS. UNLESS SPECMD, THE
9.
D BARS SHALL BE 04 FOR D2 -3r OR LESS, "5 FOR D2 =42' TO W INCLUSIVE AND "I FOR D:" - 9000 OR OVER.
SMALLER LATERAL -
CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. WHERE THE CONNECTOR
10.
CENTER LM OF MILET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT SPRING LINE UNLESS OTHERWISE
1111.
STEPS SHRILL CONFORM TO STANDARD PLAN 636 OR 636. UNLESS OTHERWISE SHOVIIC STEPS SHALL W
PIPE IS SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHRILL INTERSECT THE INSIDE CORNER OF THE
SHOWN.
UNIFORMLY SPACED 14' TO I r OC. THE LOWEST STEP SMALL NOT BE MORE THAN 24" ABOVE THE INERT.
BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECESSARY TO INSURE MINIMUM 3 -INCH PIPE
EMBEDMENT, ALL AROUND, WITHIN THE CATCH BASIN WALL, AND 3 -INCH RADIUS OF ROUNDING OF
11.
STEPS SHALL CONFORM TO STANDARD PLAN SSB OR 6311 UNLESS OTHERWISE SHOM, STEPS SMALL BE
12.
THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE:
STRUCTURE CONCRETE, ALL AROUND, ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION
UNIFORMLY SPACED 14" TO 1S" OC. THE LOWEST STEP SHALL NOT BE MORE THAN 24' ABOVE THE INVERT.
SHALL BE USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE "A" IS LESS THAN 70
A TMM STANDARD PLAIN IS UiEO Y111MEN STANDARD PRAM 330 M 11IIIIIADECWTE. MAMR LINE = 3r
DEGREES OR GREATER THAN 110 DEGREES, OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER.
12.
THE FOL•LObMNti CRITERIA SHALL BE USED FOR THIS MANHOLE:
DIAMETER OR LARGER.
THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED. MONOLITHIC
A. MAIN LINE = 36" INSIDE DIAMETER OR LARGER. EXCEPT IF MAIN LINE RCP DOWNSTREAM OR MANHOLE IS
CATCH RAI CONNECTIONS MAY NE CONZTRUCTAG TO AVM CUTTiW STA AWW LENGTHS OF PM.
36" TO 42" INSIDE DIAMETER AND MOWN L.MME ACP UPSTREAAMI IS 3T OR LESS STiIMNOIA D PLAIN 321 04ALL
S. LATERAL = 12* TO 144' NSIDE DL*AIE7W MOMMVeR, THE MNOE DIAMETER SHALL NOT EXCEED THIS
•.
STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS, THEY SHALL
BE USED.
B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR EQUAL TO 1/2 THE INSIDE DIAMETER
INSIDE DIAMETER OF THE MAIN LINE.
BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL BE SPACED 12 INCHES
OF THE MAIN LINE. IF THE UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE NOT THE
I&
MMIAIMIOLE F11AN1M AND COMER SHALL CONFORM TO STANDARD PLAN M UNLESS Smovft
APART. THE TOP STEP SHALL BE 7 INCHES BELOW THE TOP TO THE MANHOLE AND PROJECT 2-1/2 INCHES.
SAME. THE GOVERNING INSIDE DIAMETER OF THE MAIN LINE SHALL BE CONSIDERED TO BE THAT VVHERM
ALL OTHER STEPS SHRILL PROJECTS IIM(2•Mi.
THE EXTENDED CENTER LINE OF THE LATERAL ENTERS THE MANHOLE.
14.
MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN•
C. IN NO INSTANCE SHALL THE M�iOE DIAMETER OF THE LATERAL TO THE MANHOLE SE (GREATER TH IAN ii
7.
DOWELS ARE REQUIRED AT EACH CORNER AND AT 7 FEET ON CENTER (MAXIAUIM) ALONG THE BACKWALL
1 &
WHERE A MANHOLE SHIFT - 36 - INCH VITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 33&
THE FOLLOW" STANDARD PLANS AIM ATM H10141011141:13.
MIOOA'OR
MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 UNLESS OTHERWISE &I.'
1a.
YM'NERE
A PRESSURE MAIAIOIE SHAFT - VVRH ECCENTRIC ILfDtX'EIR M SPEC94M ISR TO STANDARD RAM
306 MONOLITHIC CATCH BASIN CONNECTION
14.
MANHOLE SFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWK
I'IA
326.
300 CATCH BASIN REINFORCEMENT
%
VM•IERE A MANHOLE SHAFT - W MMCH VKMOUT REDUCER 16 SPECO IED REFER TO STANDARD PIAN 3Ss'
17.
VIRWIM A PRESSURE MANHOLE SHAFT - 36 - NIRCM VMTHOUT K WqXW ISR TO STANCpM RASA 32IL
310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTIzCTION BAR
312 CATCH BASIN MANHOLE FRAME AND COVER
%
WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREMk
636 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
•
324 MANNHOLE SHAFT - WITH ECCENTRIC REDUCER
17.
WHERE A PRESSURE MANHOLE SHRIFT - 36 - MACH WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD
326 MANHOLE SHAFT - 36 - INCH WITHOUT REDUCER
PLAN 320,
326 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC
329 PRESSURE MANHOLE SHAFT - 36 - INCH WITHOUT REDUCER
630 24 - INCH MANHOLE FRAME AND COVER
THE FOLLMMIG STANMOAND PLANS AWE INOOIr011ATVD /
633 36 - INCH MANkiOLE FRAME AND O-QAEN
635 STEEL STEP
324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER
WO POLYPROPYLENE PLASTIC STEP
326 MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER
326 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC
329 PRESSURE MANHOLE SHAFT 36 -INCH WITHOUT REDUCER
630 244NCH MANHOLE FRAME AND COVER
633 36 -INCH MANHOLE FRAME AND COVER
635 STEEL STEP
GM POLYPROPYLENE PLASTIC STIP
�'is ',•ice S - -