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3 -131110111 J SM111.
1.4 0 (4`-**) LONG.
iS am 43*1 OC CONTINIA F
A001110"L SARI
no am t6') OC TO !!4
125 am x so 00 (SON
21 PIPE SEAT ------
3-O OARS. 73 mm
(3*) OC CONTINUE
150 W40 (6.1 1110----''"�
4-2OW06) E BARSP
SEE NOTE 3--w----
{ low • 450 mw�► 1103OR *4 0 111' ) OC
TIE BARS
i A 0 9 SAR'S��-y■ 4/
rlTaTlffM &.9.N i
F
01it . '-w—
(SHAFT NOT 'SNOWW
SECTION G -G
ROtMRI TO ?S ms 1131 R
--- OPTIONAL FILLET
SPUR
—150 .ft (61
ANY STANDARD
PIPE JOINT
Ml..R -.*`; 0
or ~ *
11TH A MAX.
Of 1050 No
13'-6*) MANHOLE
SHAFT
PER STD,
PLAN 324
STEPS i
4500150
(511sr)
PIPE SEAT --
ELEV. 3
1.3 m OPTIONAL
t4'- ') OUTSIDE
OF
�r► } CONCRETE
V 1 Itc
w �
(RING$ me Q Co No Lo
m
ISM 0 430 www t*4 0 IS*) OC
BOTH WAYS. TO BE USED
WHEN D IS 1300 mm (60')
OR MORE
4-"#41 N
BARS 900 w
113'-O*) LONG
GRRADEET
MANHOLE FRAME
AND COVER PER
STD. PLAN 634
BARS
nE BARS
F OARS
. TIE BAR
BARS I! AMS
BAR$
ISM 0 450 mm 4*4 * It')
OC BOTH WAYS. TO BE
USED VMEN B IS 1500 mmi
(640) OR MORE II
SECTION N -M -P -O
r-COPOMTE RINGS PER
OMIT THIS STEP IN $TO. PL's_ 324
PAID STREETS
H BAR ; BTltEll123' am a 25 mm (3' It 10
)
150 ti*) RING MEAT
400 ma (160) FOR PAie+E'D... ._._,......150 mm 1169
STREETS. 650 ma it" -r � -----H SAM
FOR UNPAVED STREETS
I �... VARIABLE
TIE BARS-----+r�`•-E BARS
112 an ti:) '" �----TIE BARS
F F ••. -J OARS
ROUND EDGES TO
73 wrn t3') R
SECTION C—C
AMERICAN
PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
MANHOLE PIPE TO PIPE
T W& R� �"
• QW"KM �« `
«.S
LARGE SIDE INLET
322-1
mev "N
SHEET t Of i
U" *NTH STANDARD S"WICJATWNS FOR MALIC w"" CONSTRUCTION
�- E SHAFT
125 mm 2 30 tllm (5* n2*)
}t PIPE, SEAT
i _,r -D DARSI
D BARS-.
ROUND EDGES
TO 75 won 13.1 R
LONG ITt., DINAL SECTION
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STAND litD MAN
k*'rRr-
322 - 1
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
SHEET 2 OF A
NOTES.
1. VALUES FOR A. B. C. DI. D . ELEVATION R AND ELEVATION S ARE
SHOWN ON THE PROJECT D�AWINGS. 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 1/20) FOR PAVED STREETS OR 1060 mm (39-61) 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 D1 IS 12001 mm (481 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(480) 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 (5') FOR 02:2400 mm (95.1 OR LESS AND 240 mm (8*)
FOR D2 OVER 2400 mm (960).
6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 300(ASTM A 615.
GRADE 40). AND SHALL TERMINATE 40 mm (I t/2") CLEAR OF CONCRETE SUR-
FACES UNLESS OTHERWISE SHOWN. I
i
7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE.
S. 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 NECK SHALL VARY WHEN NECESSARY TO PROVIDE A
LEVEL SEAT BUT SHALL NOT 6E 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 533 OR 636. UNLESS OTHERWISE
SHOWN. STEPS SHALT. BE UNIFORMLY SPACED 330 mm (140) TO 375 nwn (150) OC.
THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24•) ABOVE THE INVERT.
12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLES
A. THIS STANDARD PLAN IS USED WHEN STANDARD PLAN 320 IS INADE—
QUATE. MAIN LINE = 900 mem (36^) INSIDE DIAMETER OR LARGER.
S. LATERAL * 300 mm (12") TO 3640 mm (1449) INSIDE DIAMETER., HOWEVER.
THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF
THE MAIN LINE.
AMERICAN 'PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDAW PLM
322-1
SHEET" 'J Of 4
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
11601 OF REARM LEQ#L OWNERIDEMS-OPIM 801E ENGUM `�,
Ei1i .
EAIMK� AIS: BAB® ON 111E VASKI' _Y LNE OF Cox HIoR� �� end A880C, NO. fa
THE NORTHEAST CAAARTER OF SECTION 23„ 70WN 10 P OEM A BI��HE
WON OF A PORTION OF TNORTHEAST 1/4 OF BEC7ION 23 AND A PORTION OF THE 2210 WRreSoMl CFdM, BAS 150 K It1rfYIY1t�0 BtNt
1011 I V 1L
I NORTHI, RANGE 6 MIST, SAN BEMAPOINO MEIVXAN, Corona, CA 92M Anaheb% CA 92501 � Or C��
A8 SHOW ON THE AwE' INGI MAP OF TRACT 1S7B0, u4 o. �` BoITH OF T�owNeH� 1 NORTH, RANGE WEST, BAN bE�1IW, COUNTY of SAN PI : (909) 279-4000 PIT (no d30-1126
FILED IN BOOK 240 OF AT PA+tt>1t� 45 THHOUGyi ����
SO, WSXM VE, N THE OFFIM OF THE COUNTY Fu (900) 273-2100 Fier• (714) d30-1si11
RECORD W SAN No CMUNTY, OEM RECORD DILA W/AIGS
NORTH 00'24• WEST.
BENCH MARK: REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL-°ONEER CITY OF FONTANA, CALIFORNIA
DESCRIBED BY METROPOLITAN WATER DISTRICT SO. p 0 1%/
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COYOTE CANYON
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE a COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �� E N G I IV E E R I N G DRAWN BY:
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 'RIC M. TOR �"., T T 16326 SCALE:
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, No 66M � 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S.WATER LITY BASIN "A" AS SHOWN
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO � PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY: DATE.
BEFORE DAYS BEFORE Exp. 06-3°-06 A T. E AIL SHEET JUNE 2005
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
YOU DIG YOU DIG STANDARDS IN EFFECT. �?�lf oFIVcA� �\! PREPARED BY. ARICO M. RREYSON R.C.E.NO. 66068 t:hIIECICED BY: APP vED BY:
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD DRAWING NO.: JY7 MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". A PUBLIC SERVICE BY UNDERGROUND SERICE ALERT C.V.A 69F3893
NAVD 88 -1508.56 (FEET) RECORD ORA W/x{/65 5/aD AMT /O� -1V• DATE]�� ITY ENGINE R.C.E. 51152 DATE:
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