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AMERICAN PUBLIC~ WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
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AMERICAN PUBLIC~ WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PS1OMU.,GAT 7B'+TFt£-
`
MANHOLE PIPE TO PIPE (ONE OR BOTH
5-°"LIFTC:AtJ
P
n:e:cw ,a �a-,zrnc.
G?' ENBOOK COMIATTEE
MAIN LIFE ICS? 825mm (33) OR SMALLER}
I
321-1
1-9
mm
TO 75 mm
P£L. 1996
SHEET I OF.'
USE WITH STANDARD SPECIFICATIONS FOR PUi3LIC WORKS CONSTRUCTION
DI F A - OPTIONAL OUTSIDE
F f \
EDGED TO BE EDGE OF CONCRETE
I j
ROUNDED TO
BI( 75 mm (3') R
D BARS // W'_J""
IOM(+3) TIE BAR �- R=iD OF SPURC1 C
4-20M(+6).E BARS At975 mm S3'-3') LONG, SEE NOT£ 2`�4-l5M(+4) H
D BARS _ -IOM(93) TIE BAR 1.2 11 BARS
9 0N�
al { 3-15Mt+4} J BARS L4 m (4'-0')
SEE NOTE 9
LONG 75 mm(31 OC
CON'T.ADD'L. BARS 150 mm DETAIL ON'
F Dz � (5') OC TO INSEE NOTE 2 EDGE
OF MANHOLE. SEE (RINGS AND COYER NOT SHOWN)
t ---"t
PLAN (SEE NOTE I)
(SHAFT NOT SHOWN)
MANHOLE FRAME
STREET AND COVER PER
GRADE STD. PLAN 630
r - 610 mm (24')
MANHOLE SHAFT 125 mm It 50 mm J "' O: PIPE SEAT LEVEL,
PER STD. (5`x2') a E Q' SEE NOTE 8
PLAN 324 PIPE SEAT 5 ►- E.I-�
�t
300 mm (3'-0') � E BARS w �I E BARS r 'ter ! LL
I f TIE BARS I
i II`75 1rm 11�
STEPS-•-- 4°.ti# (3'1 R I
04
TIE BAR -�' 'E a D BARS ! p
125 mm�F l� F J BARS P_I T00 M000 1 P
ROUND EDGES
TO 75 mm (3') R SPRING LINE
15M(+4) 0 450 mm `"-INLET LL T
(18') OC BOTH ELEVATION GRADE POPNTS
WAYS TO BE USED APPLIES AT SEE NOTE 4
WHEN Dz IS 1500 mm THIS POINT
(60') OR OVE SECTION B -B
SECTION A -A
CONCRETE RiNGS STREET GRADE
PER ST0. 125 mm x 25 mm (5'xt')
PLAN 324- - _ RING SEAT
OMIT THIS £ H BARS
STEP IN
PAYED r SEE TABLE
� .___ -a,
STREETS �iARIABLE
H BARS 1- 1f /?\ t66 1
150 mm (6 �t4' ~•-E BARS
Fjsti er+m iOM(+3 OR 94)
400 mm (!6'} FOR F t6•}\ F TIE BARS
PAYED STREETS.
650 mm (2'-21 FOR
UNPAVED STREETS -J J BARS
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED
MANHOLE PIPE TO PIPE MAIN LINE
ROUND
1ACRKSNBY DATHE
PUBt.CMKYRKSSTANDARJS INC...
GRE-NBO
ID=900 36" OR LARGER
^�^ - a .
VCU -II
EDGES
mm
TO 75 mm
REV. 1996
(3•)R
SECTION C -C
1275 mm i51')
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED
MANHOLE PIPE TO PIPE MAIN LINE
STANDARD PLAN
1ACRKSNBY DATHE
PUBt.CMKYRKSSTANDARJS INC...
GRE-NBO
ID=900 36" OR LARGER
^�^ - a .
VCU -II
199 2 2OMMITTEE
19
mm
1125 mm t45'}
REV. 1996
SHEET 1 OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
REV.
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BEFORE DAYS BEFORE
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a
REVISION DESCRIPTION
NOTES
I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX iS LESS
THAN 867 mm (2'-10 )12') FOR PAVED STREETS OR 1060 mm (3'-6') FOR
UNPAVED STREETS. CONSTRUCT SHAFT PER SECTION C -C AND DETAIL 'N'.
DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 150 mm (6') WHEN
LARGER VALUES OF M WOULD REDUCE H IN SECTION C -C TO 1060 mm (3'-6')
OR LESS.
2. H (IN SECTION A -A AND B -B) SHALL NOT BE LESS THAN 1.2 m (4'-0').
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 1.
3. L SHALL BE 1.2 m (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 (8') FOR VALUES OF H UP TO AND INCLUDING 2.4 m
(8°-0') AND 250 mm (10`) FOR VALUES OF H OVER 2.4 m (8'-0').
5. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT
CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF
SHAFT ANI? REFER TO THE PROLONGED INVERT GRADE LINES. SEE NOTE 3.
6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 300(ASTM A 615.
GRADE 40), AND SHALL TERMINATE 40 mm (1 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.
9. THICKNESS OF THE DECK, SHALL VARY WHEN NECESSARY TO PROVIDE
A LEVEL SEAT BUT SHALL NOT BE LESS THAN 200 mm (8').
10. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636, UNLESS OTHERWISE
SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm ((4•) TO 375 mm (15') OC.
THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24') ABOVE. THE LEDGE
AT THE SIDE OF THE MANHOLE,
TABLE OF VALUES FOR F
D2
PIPE TO PIPE MAIN LINEp��
MANHOLE PIPE TO PIPE {'$� .INE
940 mm (36')
155 mm {6 tJ2'►
975 mm
-184 mm 7'
1050 mm t42')
190 mm (T IJ2'}
1125 mm t45'}
195 mm 47 3J4'I
1200 mm t48')
205 mm ($')
1275 mm i51')
215 ram {$ IJ2'}
1350 mm (54')
230 mm t9'T
1425 mm t57'I
235 rnlTt {9 if4')
1500 mm t60°)
240 rt±m t9 I/2°)
1575 mm (53•)
255 mm tI0'}
1650 mm (fifi')
1260 mm (i0 If4'I
1725 mm {69"3
275 mm {f0 3/4'
1800 mm t72`}
280 mm (1!•}
1950 mm (78')
300 mm (I! 3/4•)
2t00 mm t84')
320 mm (12 Ill`
2250 mm 90'
335 mm (13 1/4•
2400 mm (36')
355 mm (14•)
2550 mm tIO2°)
395 mm (i5 t/2'}
2700 mm {t08')
405 mm ({6')
2850 mm {114•)
30(70 mm 1120'}
420 mm tib IJ2'}
430 mm (17.1
3150 mm ((25')
430 mm (i7•)
3300 mm {132'}
445 mm {i7 I/2'
3450 mm_445
mm (!? 1/2'}
3604 mm f44` ' 455 rrxn (18')
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHER/N� CALIFORNIA CHAPTER
cnx�ANHOLE
TABLE OF VALUES FORM {DEE NOTE II
PIPE TO PIPE MAIN LINEp��
MANHOLE PIPE TO PIPE {'$� .INE
10=90U mm 16" OR LARGER
ICI=900 mm 36" OR LARGER
PAVED STREET
UNPAVED STREET
SECTION
MAX. MIN.
MAX.
MIN.
A -A
867 mm t2'-(0 i/2')
>�RovE NOT COMMENCE J
tO60 mm t3`-6')
C -C
282 mm Ui') 217 mm {g IJ2')
4f0 mm (16')
380 mm {15')
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHER/N� CALIFORNIA CHAPTER
cnx�ANHOLE
sTaNaaRo PLAN
METRIC
320�1�
320 - 1
PIPE TO PIPE MAIN LINEp��
MANHOLE PIPE TO PIPE {'$� .INE
10=90U mm 16" OR LARGER
ICI=900 mm 36" OR LARGER
SHEET 2 OF 4
DATE I ENGR.I CITY I DATE
EMPIVISIR
11. THE FOLLOWING CRITERIA SHALL. 8E USED FOR THIS MANHOLE
Q. MAIN LINE = 825 mm (33') INSIDE DIAMETER OR LESS_ {EXCEPTION -
fF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 904 mm {36')
TO 1050) mm (42') INSIDE DIAMETER AND THE. MAIN LiNE RCP UPSTREAM f5
$25 mm (33'} OR LESS.) STANDARD PLAN 320 4R STANDARD PLAN 322 IS
NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 900 m.zia
(36') IN DIAMETER,
B. SEE SECTION A -- A. THE MAXIMUM SIZE LATERAL THAT MAY BE
CONNECTED TO THIS MANHOLE is SUCH THAT THE DISTANCE FROM THE
OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 200 rnrn t8')
THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM
THE END OF THE RCP., SHALL BE A MINMUM OF 150 mm (6').
C. IF THE SIZE. OF THE LATERAL 1S SUCH THAT THE ABOVE-SPECIFIED
MINIMUM DISTANCES CANNOT BE MAINTAINED. THEN ONE OF THE
FOLLOWING ALTERNATE SOLUTIONS MUST BE USED.
L PROVIDE A SPECIAL STRUCTURE.
2. PROVIDE TWO STANDARD STRUCTURES, CONSISTING OF THIS
MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE
JUNCTION STRUCTURE OR TRANSITION STRUCTURE.
12, MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630
UNLESS OTHERWISE SHOWN.
13, MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS
OTHERWISE SHOWN,
14. WHERE A MANHOLE SHAFT - 900 mm (36') WITHOUT REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 336.
15, WHERE Q PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER 1S
SPECIFIED REFER TO STANDARD PLAN 3213.
16. WHERE A PRESSURE MANHOLE SHAFT - 91�t mm (36') WITHOUT REDUCER
IS SPECIFIED REFER TO STANDARD PLAN 329.
17, DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE
NOT EXACT EQUAL VALUES. IF METRIC VAI -UES 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 - Y1:'1TH ECCENTRIC REDUCER
326 MANHOLE SHAFT - 900 mm t36'1 WITHOUT REDUCER
328 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC
329 PRESSURE MANHOLE SHAFT - 914 mm (36•) WITHOUT REDUCER
630 610 mm {24'} MANHOLE FRAME AND COVER
633 914 mm (36') MANHOLE FRAME AND COVER
635 STEEL STEP
635 POLYPROPYLENE PLASTIC STEP
NOTES
i. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS
THAN 867 mm (2'-10 112') FOR PAVED 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 Dt 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 DRAIN WHEN DIAMETER DI IS 1200 mm (48') 4R LESS. 1N WHICH CASE
PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45° 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 t96") OR LESS, L=1.7 m (5'-6`). P=130 mm t5'l
B. D2 OVER 2400 mm (96'). L=1.$ m E6'-0°). P=210 mm (8°)
L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE
ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPEC)FIED, 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..
5. REINFORCEMENT SHALL CONFORM TO ASTM Q 6I5M, GRADE 300 (ASTM Q 615,
GRADE. 40?. AND SHALL TERMINATE 40 mm (1 1/2') 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 I5M(•4) FOR D2-975 mm(39') OR LESS, 15M(*5) FOR
D2 -1050 mm (42') TO 2100 mm (84') INCLUSIVE AND 20M(+6) FOR
D2=2250 mm (90') OR OVER_
t0. CENTER LiNE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT
SPRING LINE UNLESS OTHERWISE SHOWN.
It, ..STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636 UNLESS OTHERWISE
SHOWN, STEPS SHALL BE UNIFORMLY SPACED 354 mm ti4') TO 375 mm (15') OC,
THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24•) ABOVE THE INVERT.
12. THE FOLLOWING CRiTER9A 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 1S 900 mm (36') TO 1050 mm (42')
INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS
825 mm 133') OR
LESS STANDARD PLAN 321 SHALL 8E USED.
AMERICAN PUBLIC ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
sralloaRe PLAN
METRIC
320 - 1
IYIAIV(-INCE PIPE TO PiPE MAIN LINE
_{y }^y p j
ID -900 (11("11 3�" Oil LARGER
SHEET 3oFa
BASIS OF aJiel7:
BEARINGS ARE BASED ON THE SOUTH LINE OF THE NORTHEAST ONE-QUARTER
OF SECTION 35, TAN., R.6W., S.B.M. BEING N.89'4T11"W AS. SHOWN ON TRACT
MAP 15655-22, MB. 270/1-3 RECORDS OF SAN BERNARDINO COUNTY.
BEllTC RM
Prepared By:
SHOULD CONSTRUCTION OF REQIJISED
PREPARED FOR:
ALLAI�D ENGINEERING
>�RovE NOT COMMENCE J
.TWO YEARS OF THE DATE OF APPROVAL
TWO
IAB HOME
BENCHMARK N0. 8-17
-
Civil Engineering -Land Surveying - Land' Planning
SHO'�1N HEREON AND CARRIED FORTH INA
801 CORPORATE CENTER DRIVE
BRASS CAP IN CONCRETE S.C.-E. TOWER LEG. 343'
N/0 HIGHLAND AVENUE, 0.2 MI. W/0
8253 Sierra Avenue
DILIGENT THE CITY ENGMEER MAY
SUITE 201
SAN SEVAINE ROAD, IN SOUTH CONCRETE BASE
Fontana, California 92335
REQUIRE REN[SIONS TO THE PLANS TO
POMONA, CA 91768-5641
OF S.C.E. TOWER 19.5; 2.65 Mi. W. ALONG
(909) 356-1615 Fax (909) 356-1795
BRING THEIN INTO CONFO CE WITH
(909) 802-1154
HIGHLAND AVENUE FROM SIERRA AVENUE
z I b o
COALITIONS AND STANDARDS IN EFFECT
FAX (909) 802-1111
David S. Hammer, A.C.E. 43976 Date
ELEVATION.- 1428.6090
(expires 6i30r2005)
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. 1N 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.
15. WHERE A MANHOLE SHAFT - 900 mm t36') 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
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 HEREIN00 0 :
324 MANHOLE SHAFT -WITH ECCENTRIC REDUCER
326 MANHOLE SHAFT - 900 mm t36') WITHOUT REDUCER
328 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC
329 PRESSURE MANHOLE SHAFT 914 mm (36') WITHOUT REDUCER
630 610 mm (24') MANHOLE FRAME AND COVER
633 914 mm (36') MANHOLE FRAME AND COYER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
S5,1Y1!'q/(/�.� ,YNt� /ASIC%Prl'G�:t !)UC •
cm� Dn_su17>.zot�f o>�+21D, �. qr�azfm_4
I� -� 1�tio, 3663RECORD DRAWING
7�1
'1-'`��`F! ' THESE RECORD ®RAWit�s� MAV AI€id Pr4EpAl�t6, )t� _ •
® PANT; ON THE BASIS OF itVF6Bit
RMAfi161N SMF IL--��! AND _
� �A`��e FI�pNwwEo BY o�rwERSr �+E EI�Ouu�:ER WILL Nb�'
aESPOIvsII�I.E I�ot� ANY IR�RI O1� OIa11Or�S walOr�
� HAVE BEEN
TF(EREDFOt�AT�O INTO fibs �®UNlIt+ffiA
QROFESS/CN CITY OF FON�°ANA, CALIFOR IA
"AM�� Fti CALIFORNIA LANDINGS SPECIFIC PLA
mDRAWN BY. TRACT NO. 15655'1. SCALE: 1`_40'
No. 43976. m STOR��� D IN PLANS .Exp. 6/30/05 * DESIGANEED BY: DATE:
DETAA ET DECEMBER, 2003
c I V CKED BY: PRO $Y: DRAWING NO.: �
FOFCAL,FO mi 8KZ 35l� 5
CITY ENGINEER R.C.E. 51152
F)lenome: M:\DWG\19202\TR15655-18\STREETS\15655-18-SD04.DWG