HomeMy WebLinkAbout3096-8D BARS
75 awe 13.1 OC
IOW@3) TIE BAR
4-20M(•61. E ems A
975 loleem 13'-37 LONG,
SEE NOTE 2
D BARS
75 awe (31 OC.
SEE NOTE 9
STREET
GRADE
MANHOLE SHAFT
PER STD.
PLAN 324
900 mm (3' -0.) -
DI
w
E
IEDGES TO BE
ROUNDED TO
75 awe (3.1 R
N�:T- R=ID OF SPUR
Ct
OPTIONAL OUTSIDE
EDGE OF CONCRETE
rc
-1-IOM193) TIE BAR
BAR!
,!
1.2 m (31-4
3-(SM(04) J BARS 1.4 w
(4'-0')
(4'-011 LONG 75 ww(31) OC
REV Is"
COWT.ADD'L. BARS ISO loom
DETAIL 'N'
(B') OC TO INSIDE EDGE
SHEET 1 OF 1
OF MANHOLE. SEE NOTE Y
(RUM AND COVER NOT SHOWN)
H
PLAN (SEE NOTE 1)
(SHAFT NOT SHOWNI
MANHOLE FRAME
AND COYER PER
STD. PLAN 630
610 am (24.1
123 mmm ■ 50 wow J o PIPE SEAT LEVEL.
(5'x2.1 r' SEE NOTES
PIPE SEAT MIF
//,-TIE BARS Iw E BARS
%
STEPS-`
TIE BAR -
125 loom (S•) F
ROUND EDGES
�.TO TS mm 13'1 R
I5M(*4) O 430 loom
(If') OC BOTH
WAYS TO BE USED
WHEN Dx IS 1500 moot
(60.) OR OVE
SECTION A -A
CONCRETE RINGS
PER STD.
PLAT/ 324
OMIT THIS
STEP IN
PAYED
STREETS��
H BARS
150 aaa (6
400 Awa (16.1 FOR
PAVED STREETS.
650 mm 12'-2•) FOR
UNPAVED STREETS
1 L L-W-iw J BARS
SPRING LINE
INLET
ELEVATION GRADE POINTS.
APPLIES AT SEE NOTE 4
THIS POINT
SECTION B -B
STREET GRADE
125 iwei x 25 aoot (5•x1•)
RING SEAT
-H BARS
SEE TABLE
VARIABLE
! E BARS
IOM(�3 OR M)
F 1s'I TIE BARS
J BARS
ROUND
EDGES
TO 75 aoot
(3'N1
SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
FROMULGAM,A„ Me.
MANHOLE PIPE TO PIPE MAIN LINE
"A - ' "I
1 sv )
ID --900 mm 36" OR LARGER
320-1
REV Is"
SHEET I OF 4
USE 11M111 STANO+ARD SPECNWA710M FOR PUBLIC 1111101111111111 CONSTI UCT10N
3 -15I01104) J BARS.
1.4 m (4'-81 LONG.
75 aew (31 OC CONTINUE F
ADDITIONAL BARS
ISO moot (6.1 OC TO INSIDE
EDGE OF MAI NOLE
125 mm x SO mm (5'x
21 PIPE SEAT
3-D BARS. TS loom
(31 OC CONTINUE
ISO wloe (61 Oc-�
4-20M1•611 E BARSP
SEE NOTE 3
IOM • 430 mw 4•3
OR N • 1611 OC
TIE BARS
A B BBARS
QTATeAY 0r
Nt
F
TI
BI
I D2 I F
-t PLAN
(SHAFT NOT SHOWNI
SECTION G -G
OMIT THIS STEP IN
PAYED STREETS
H BAR
150 nom 16•)�
400 aem (16.1 FOR PAM
STREETS. 650 trot (2' -
FOR UNPAVED STREET!
ISO loom
TIE BARS -
') OUTSIDE
CONCRETEIL SHAFT125 ffm x 50 mw (51 x2lPIPE SEAT BARD BARS V hiROUND EDGESELEVATIONIELEVATIONLONGITUDINAL SECTIONTABLE OF BMS SIZESTABLE amax MIL i 111116K. I
PRIME BENCH MARK: SECONDARY BENCH MARK:
CITY OF FONTANA B.M. 581 SOUTH EAST CORNER JURUPA AVE.
RAILROAD SPIKE IN EASTERLY � MULBERRY AVE.; SET CHIS.
FACE OF POWER POLE N0. 674320 E AVE.; SET CHIS. " " ®BCR;
64.0' S/
SPUR I
ISO ammo 16•) L 4-15
ANY STANDARD
PIPE JOINT IF a ot
(RINGS AND covmNo SHOWN
SEE NOTE 2
M\_ft�
=ID
OF SPUR 2
WITH A MAX.
OF IM ww
(3'17 MANHOLE
SHAFT
PER STD.
PLAN 324
STEPS -
I
125 low ■ SO
(5'x2)
PIPE SEAT -
ELEY. s
STREET
GRADE
MANHOLE FRAME
AND COVER PER
STD. PLAN 630
/'D BARS
/ InBARS
AF BARS
TIE BARS -7
i A BARS Its w.
' V. R
e BARS
ISM • 4so lam (04 1 la•)
OC BOTH WAYS. TO BE
I5M O 430 mw (04 • 18•) OC USED WHEN B IS 1500 loom
BOTH WAYS. TO BE USED (60') OR MORE
WHEN D IS 1500 loom (601)
OR MOR
SECTION N -M -P -O
CONCRETE RINGS PER
STD. PLAN 324
123 arm
H=IS•)
STREET1225 GRADE 25 mom (5• x 1.1
Cis RING SEAT
~~ ISO mw (6•)
H BAR
VARIABLE
E BARS
TIE BARS
F F J BARS
ROUND EDGES TO
75 mom (3•) R
N
L=�T�
SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALFORNU CHAPTER
°kOAiN&G"�a"T"� MANHOLE PIPE TO PIPE STANDAROPtAN
vueuc womecs s-� e•mC., METRIC
�E� ��°""""� LARGE SIDE INLET 322-1
Z'I ROUND TO 75 mot 1.2m OPTIONAL
(31) R
OPTIONAL FILLET (4'-0
DI F
0
R M (SENO I)
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
1 sv )
7S awe 39'
TR T
MIN.
900 mm (3611
►I awe 145•)
mw. m9°°
SHEET 1 OF 1
USE WITH STANDARD BPECMzICAT10N8 FOR R1BLK: YI10111CS CONSTR(iCT10N
0 JURUPA AVE
AT THE NORTHWEST ,CORNER OF & 36.2 E/0 MULBERRY AVE.
JURUPA AVENUE AND MULBERRY AVENUE
ELEV. = 918.40 ELEV. = 915.775
ctrl
J��.Z:.l'�1I Z=.ii
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"��' 131
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E]r�FS;r�L".•a�e� FYr5Tr)l:l)aL>iTls1�
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�fr�(�➢� F ��C•7' C7re'-T'TF�� [L'7" ><Fr-)>•
[ttr�Iiii)Fke'�C•jETLL)• B�lt"ZLF�)•[EF�k>1EIZYI
logo sm (ran AMID 203 � t411
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455
,SSItF�)-�21iT.Liel
3600 44*1
TABLE OF VALUES FOR F
0
R M (SENO I)
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
1 sv )
7S awe 39'
1
TR T
MIN.
900 mm (3611
►I awe 145•)
19 nam 7 3/4•)
1 Ilmw {
mm
1 75 emalo 1'
I mm (421
1 mot 34•
14 Ilam
I alwn
235am 1/4'
1sT mem (
(1111
1630 nota+ 6')
arm I/
17 low► •)
1800 amen
mm 10 3/4•
www (11•
otmm 76•
4•
Ilwm 4'
3 0 mm 12 I/2')
19
I 4•
40 wmmm 96'
1
mm (lot*)-
39 www 11 1/2.1
31 255 mm
403 wale 16')
2850 mm 1111.1
1
260 (10
1
430 arm I
www
44 T 1/ •)
4S mam (138'
(721 200
•
4 11 •
1950 300 Polio (11
2100
2250
355 mm
2550
3900 mm
3150 MM
3300 (13r2r)
13 0
c��•i'i�sl>, Fir'i: i{ •�f�F�r'�i��
E'r�:'alti �� FZ�TIIF3Tt'i"t1
F�Z'31"'Zff�� '•
ma
RC�N"'ti1A Is r)■
262
AMERICAN PUBLIC��@
AMERICAN PUBLIC WORKS ASSOC{ATION -SOUTHERN CALIFORNIA
PIPE TO PIPE MAIN LINE
320-1
IO�B00 mm 78" OR LARGER
TABLE OF VALUES FOR F
0
R M (SENO I)
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
1 sv )
7S awe 39'
1
TR T
MIN.
190 awe T 1/
►I awe 145•)
19 nam 7 3/4•)
1 Ilmw {
mm
1 75 emalo 1'
B I/ •)
1 mot 34•
14 Ilam
I alwn
235am 1/4'
1sT mem (
I -
1630 nota+ 6')
arm I/
17 low► •)
1800 amen
mm 10 3/4•
www (11•
otmm 76•
4•
Ilwm 4'
3 0 mm 12 I/2')
memae
I 4•
40 wmmm 96'
1
mm (lot*)-
39 www 11 1/2.1
2700 loom I
403 wale 16')
2850 mm 1111.1
1
420 mm 116 I/2•)
4 loon 7.1
1
430 arm I
www
44 T 1/ •)
4S mam (138'
44 1 1/
(:1
•
4 11 •
CHAPTER
11 1(501
TABLE O VALUES
R M (SENO I)
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
SECTION
A T
MIN.
UNPAY
TR T
MIN.
A -A
T (2'-I
I/2'I
1 ' •
C -C
nom 41111217 aewe I
410 ewlm (16.1
38 moot IS•
CHAPTER
11 1(501
STANDARD Pum
320 1
SMEET20F4
MANHOLE PIPE TO PIPE MAIN LINE
ID•=900 mm 36" OR LARGER
AMERN:AN PUBLIC WORKS ASSOCIATION -SOUTHERN CALFORNIA CHAPTER
STANDARD PLAN
MANHOLE PIPE TO PIPE MAIN LINE
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
322-11
SPIFFY 2 of 4
c��•i'i�sl>, Fir'i: i{ •�f�F�r'�i��
E'r�:'alti �� FZ�TIIF3Tt'i"t1
F�Z'31"'Zff�� '•
RC�N"'ti1A Is r)■
AMERN:AN PUBLIC WORKS ASSOCIATION -SOUTHERN CALFORNIA CHAPTER
STANDARD PLAN
MANHOLE PIPE TO PIPE MAIN LINE
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
322-11
SPIFFY 2 of 4
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. I REVISION DESCRIPTION
DATE I ENGR. I CITY I DATE
I /2\ I REGORD DRAWING 13/n3fo31 N•A 1`Yl� ft•lo•efi
NOTES
1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS
THAN 867 mm t2'-10 1/2') FOR PAYED STREETS OR 1060 mm (3'-6•) FOR UN-
PAVED 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 2.
2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF
STORM GRAIN WHEN DIAMETER DI IS 1200 mm (480) OR LESS. IN WHICH CASE
PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 450 WITH CENTER LINE
AND OMIT J BARS.
3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN
ON THE PROJECT DRAWINGS
A. D2=2400 mm (96') OR LESS. L=1.7 m (5'-6'). P:130 mm (5')
B. 02 OVER 2400 mm (960). L=1.8 m (6'-00). P=210 mm (80)
L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE
ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED, D BARS
SHALL BE CONTINUED 150 mm {6') OC.
4. 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.
S. 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.
6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE.
7. 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.
8. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A
LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F
SHOWN ON TABLE SH. 2.
9. D BARS SHALL BE t5M(*4) FOR D2=975 mm(39') OR LESS. 15M(95) FOR
02 =1050 mm (42'} TO 2100 mm (84•) INCLUSIVE AND 2OM(a6) FOR
02=2230 mm (90•) OR OVER.
10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT
SPRING LINE UNLESS OTHERWISE SHOWN.
il. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636 UNLESS OTHERWISE
SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm (140) TO 375 man (IS') OC.
THE LOWEST STEP SHALL NOT BE MORE THAN 600 loom (24') ABOVE THE INVERT.
12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE=
A. MAIN LINE = 900 mm (36•) INSIDE DIAMETER OR LARGER. EXCEPT IF THE MAIN
LINE RCP DOWNSTREAM OF MANHOLE IS 900 mm (360) TO 1050 nrrl (42')
INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 823 mm (33.1 OR
LESS STANDARD PLAN 321 SHALL BE USED.
3
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CAUFORNA CHAPTER
sr �� PUN
320-1
MANHOLE PIPE TO PIPE MAIN LINE
ID=900 mm 36" OR LARGER
SHEEr30i4
NOTES
I. VALUES FOR A. B. C. DI. D2. 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'-60) 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 OI IS 1200 mm (48•) 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(48') OR LESS, IN WHICH
CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45• 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 i5•) FOR D2=2400 mm (960) OR LESS AND 200 mm (8•)
FOR D2 OVER 2400 mm (961).
6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300(ASTM A 615.
GRADE 40), AND SHALL TERMINATE 40 mm (I 1/21) 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.
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. 1.
10. IF LATERALS ENTER ON BOTH SIDES OF MANHOLE. SHAFT SHALL BE
LOCATED ON SIDE RECEIVING THE SMALLER LATERAL.
Ii. STEPS SHALL CONFORM TO STANDARD PLAN 633 OR 636. UNLESS OTHERWISE
SHOWN, STEPS SHALL BE UNIFORMLY SPACED 330 mm (14') TO 375 mm (IS•) 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 IS USED WHEN STANDARD PLAN 320 IS INADE-
QUATE. MAIN LINE = 900 mm (36'1 INSIDE DIAMETER OR LARGER.
B. LATERAL = 300 mm (12') TO 3600 mm (144•) INSIDE DIAMETER: HOWEVER.
THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF
THE MAIN LINE.
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
STANDARD Pum
METRIC
322-1
SHEET
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
2" DRAWINGS.- .I�_��•:2,4,D2
RE�CJR
' THIENES ENGG . ! 1G. _ - .., - DATE .. .214,,
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ��000K I• Ac�,EL�Z
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, z
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * R.C.E. NO. X3293
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND `��' FNP' 3-31-0 Q
STANDARDS IN EFFECT. 9TF �F �� 1�\�0��
C A�
B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR
EQUAL TO 1/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF THE
UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE NOT
THE SAME. THE GOVERNING INSIDE DIAMETER OF THE MAIN LINE
SHALL BE CONSIDERED TO BE THAT WHERE THE EXTENDED CENTER
LINE OF THE LATERAL ENTERS THE MANHOLE.
C. IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO
THE MANHOLE BE GREATER THAN 750 mm (30').
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.
IS. WHERE A MANHOLE SHAFT - 900 mm (36•) 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 (36') WITHOUT REDUCER 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
SFZENGL SHENGLISH
UNITS ARE USED. ALL VALUES USED FOR � NS�TRUCTIONZSHALL
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 (36') WITHOUT REDUCER
630 610 mm (24') MANHOLE FRAME AND COYER
633 914 mm {36') MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
STANDARD PWI
320-1
SHEET, OF 4
MANHOLE PIPE TO PIPE MAIN LINE
ID --900 mm 36" OR LARGER
13. MANHOLE FRAME AND COYER SHALL CONFORM TO STANDARD PLAN 630
UNLESS OTHERWISE SHOWN.
14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS
OTHERWISE SHOWN.
IS. 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 (36'1 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 l36') WITHOUT
REDUCER
630 610 mm (24') MANHOLE FRAME AND COVER
633 914 mm (36') MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
CM
IC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
AMERICAN PUBLMETRIC
STANDARD PUN
322-1
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
SHEET 40F4
FOR PUBLIC Bl
CHINO BASIN MUNICIPAL SAN BERNARDINO COUNTY
WATER DISTRICT FLOOD CONTROL DISTRICT
APPROVED BY: APPROVED BY:
Thieves Enginee�ng, /nc. CITY OF FONTANA, CALIFORNIA
® >15BA0 MEIN AVENUE
LA , 6+ JURUPA AVENUE STORM DRAIN
® Pnc(714,15i71-,e11 fA.r(y14,521-4173 DRAWN BY:
SCALE: VERT. 1' = 4'
Prepared Under The Supervision Of :
BW/AN DET LS HORIz 1' = 40'
DESIGNED BY: DATE:
BW
Date Z OL cHEt�CED BY: vED BY: DRAWING NO.: 8
HAIDOOK I. G IAN RCE N0. 4S293 HIA / �• .7�/9�D ' I
CITY ENGINEER R.C.E. 51152 DATE: