HomeMy WebLinkAbout2678-7-moi,: —r -T-- .F: –
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477
(4 2 RCP IU! ZI/CL,74L I �' I9 l� — Z 3 3�' l3' DTABLE OF VALUDES FOR T
/y :4 ff p 36' 6 1/2_ 78' II 3/4'
STET TE'MEiR .> z_ ilvz
3 �' Z-\`. /�/� L, 'wT �•4 _ 42_L7_4
90' 13 I%4'
', '`:•�., `'��. .SHT. 11 Of'31 I�WGNQ %(p(p6 1j s D�•VOO TABLE OF BARS SIZES
/�. F — O D2 OR B A 8 B D OR F 39' 7' 94' 12 I/2'
%% 42'-84' X603_ •506_
\ I 7 ; , i2' 39' •503 _ 406' q5•0 ':L \ \'; , 90'-I44 •703' •606'51' 16 108' q0 \\ I 5 SZ 5_7' 120'3TABLE OFvALUES FOR M(SEE NOTE 2) 60' 126't,\w ;� I �a /i �'� C� SECTION - 3'-6• 69' 144• Ig. P4VED STREET UNPAVED STREET 63'32_ ! M�. U N M P_0 MAX2 O2•XMIN. 66' 138' 17 I/2'
i v ap cF
C -C n' 8 I/2 16 15' 72• n'
TABLE OF VALUES FOR T
B I
T
IB
T
12'
4'
3'
10'
15'
4!1/2Nl6'Ol/2.'
6'
10 1/4•
18•
49•
10 3/4'
21'
2'
11'
2a•
58'
n 3/42T
S4
12 1/230•
0•
13 1/4•33'
66'
1402'
15 1/2'39•
B•
16'42'
714'
16 I/2' .
45'
7 3/4•
120'
17'
48•
B'
126•
17'
51'
8 1/2'
132'
17 1/2'
54'
9•
138'
17 1/2'
• 57'
9 I/4'
1 144•
18•
60'
9 1/2'
11
------'--
B. LATERAL = 12' TO 144' INSIDE DIAMETER: HOWEVER, THE INSIDE
DIAMETER SHALj_ NOT EXCEED THE INSIDE DIAMETER OF THE
MAIN LINE.
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 - 36 -INCH WITHOUT REDUCER IS SPECIFIED
REFER TO STANDARD PLAN 326.
\\ \� �Q(n �j fes.AFT
c� o c�0- �O AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER N 16• SPECIFIEDWHERE A PREFERRTb-STANDARD E MANHOLE HPLAN 3281TH ECCENTRIC REDUCER IS
J • 2� J G• \ �J n, V� `, I� / O STANDARD PLA
MANHOLE PIPE TO PIPE
" JOINTCOOPERATIVE322 O 17. WHERE A PRESSURE MANHOLE SHAFT - 36 -INCH WITHOUT IS SPECIFIED
c` :. ,�2 LARGE SIDE INLET SHEET10F3 REFER TO STANDARD PLAN 329.
USE WITH STANDARD SPECIFlCATIONS FOR PUBLIC WORKS CONSTRUCTION
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER
ifJ�'1�• �v `I. 326 MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER
31 Q tY) 328- PRESSURE MANHOLE SHAFT WITH ECCENTRIC
II 329 PRESSURE MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER
630 24 -INCH MANHOLE FRAME AND COVER
633 36 -INCH MANHOLE FRAME AND COVER
CONSTRUCTION NOTES: e 7 635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
-
� 1 INSTALL 18" R.C.P. D -LOAD PER PLAN. NECOMLY u
I. E RECORD DRAWINGS HAVE
E BEEN I'RE, AIRED, IN
2 INSTALL 24 R.C.P. D -LOAD PER PLAN. F77R
ON THE BASIS OF INFORiiriATIt7N GQ��PILIEIa AND
ISHED BY OTHERS. THE ENGINEER WILL NOT BE
6O INSTALL 42" R.C.P. D -LOAD PER PLAN. ONSIMEFOR ANY ERRORSOR OMISSIONS WHICH
_~ Ido. 62183
cn n
HAVE BEEN INOORPORATED INTO THE DOCUMENTS AS �;,
O CONSTRUCT JUNCTION STRUCTURE PER A.W.P.A. STD. A RESULTTHEREOF. `" BENCH MARK: NO. 615 BASIS OF BEARINGS:
PLAN 331-1 DETAIL ON SHT. 9. fr VIL �iP
RAILROAD SPIKE AT INTERSECTION TTHEBNORTHGL�NENOF� SECTIONA30NG
OF'r'`A11F OF CITRUS AVE . AND LOS CEDROS TOWNSHIP 1 NORTH RANGE 5 WESY
O8 CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 320-0, AVE., IN POWER POLE NO. 9011E SANRBERNARDINOF SURVEYDFILLDAINSHOWN
OK
DETAIL ON SHT. 8. 'a �= 1 Jai l��l% Jl �` ON THE EAST SIDE OF CITRUS AVE. 5B, PAGE 5 OF RECORDS OF SURVEY WAS
PLANS PREPARED FOR ' .� n L Ir����� r �: � I ` ELEVATION: 1467.59 USED AS FOR BASIS
OF BEARINGS
11 CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 321-0, PREPARED IN THE OFFICE OF
AP
DETAIL ON SHT. 8, (NO SHAFT). FESSI
KAUFMAN & BROAD MADOLE AND ASSOCIATES, INC. �o pPZLToN el
ATTN: MR. NUKE PEARSON � OF THE INLAND EMPIRE ��
13 CONSTRUCT CURB OPENING -CATCH BASIN PER A.P.W.A.
STD. PLAN 300-1, DETAIL ON SHT. 8. 801 CORPORATE CENTER DRIVE 10601 CHURCH STREET STE . 107 �
SUITE 201 RANCHO CUCAMONGA, CA 91730 No. 14814 m
14 CONSTRUCT BPJCKC PLUG PER SAN BERNARDINO COUNTY FLOOD POMONA9 CA 91768-2641 PHONE (909) 948-1311 Exp: 3-31-01
CONTROL DISTRICT M. DWG. S.F. 176A DETAIL ON SHT. 8. PHONE: (909) 802-1100s�� IVIL 1Q
FAX (909) 802-1111 E N G R ' S CITY G�+ ' 7- V9 TF OF C ALZF�Q�
REVISIONS APPROVAL DATE APPROVAL DATE JV . MADOLE R . C . E . 14814 DATE
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
322-0
SHEET 3 OF 3
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
CITY OF -FONTANA, CALIFORNIA
DRAWN BY:
DESIGNED:
�F
CHECKED:
A43
JOB NO.
SIERRA LAKES
" B " - STREET
STORM DRAIN PLAN TO
INFILTRATION BASIN N0, 7
826-1163 APPROVED
?'lw
4,4-� Q. a- 99
CITY ENGINEER' R.C.E. 25126
SCALE:
AS SHOWN
DATE:
DWG. N0. SHEET N0.
2�7a 70F9
*P40* S. D. TR. 15666 - 21 [0, 23 1] PF: 15686 854 13 -Oct -98 09:58 AM / 826-1154-1
DWG. DATE: MkPA
M
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