HomeMy WebLinkAbout3308-1G NERAL NOTE&.
1. FOR' LEGEND AND ABBREVIATIONS, SEE S HEET'C 101
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FOR BENCH MARK AND BASIS ' OF BEARING,,: SEE
GENERAL NOTES ON SHEET C101.
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3WING�S ARCHITECTURAL LANDSCA-DRAFOR
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MEN
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M INA&IALT
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ELr 4. WHEN TEMPORARY BYPASS OF: SANITARY SEWER AND
STORM DRAIN FLOW IS. REQUIRED, THE CONTRACTOR
SHALL'INSTALL AND OPERATE BYPASS SO ASJO
•PROVIDE UNINTERRUPTED SERVICE UPSTREAM.
EXISVI 811ASS.- MAIN—
ROW
5. FOR DEMOLITION SEE DRAWING *D1.01
............ . ................. .................
I LAW
6. FOR STORM DRAIN PROFILE, SEE DRAWING C107.
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------- 7. FOR RIGHT OF WAY (ROW) DIMENSIONS, SEE
I DWG C102
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CONSTRUCTION -NOTES
WWI,
CONSTRUCT STORM DRAIN MANHOLE PER
CITY,OF FONTANA STD PLAN1 13.
4
,. s w� sww� ��tRlal111iCQCr r•r r ♦\ \ �il �!
• ! '1 �+ , �� \ w raw ,�\ t \ L
L
�.- � � � \ ,., . • Ire „-. , � \ �ai,,ii1.�1�>tV W$
CONSTRUCT CURB\ \ \ \ \ \ \ o
\ \ \ \ \ ■r�■�. \ \ \ OPENING CATCH BASIN (W=7
\ \ \ \ \ \ \t � ■ �__, \ \ '\ . ''\ \ � \ '� \ �, �4�3 \, \_ .■ ■ \ \ , \ \ \ \�'\ \''fir\ �\ ♦ � �
PER APWA STD PLAN 300-2 WITH LOCAL
DEPRESSIONS APWA STD PLAN 373-1.
\ \ \ \ \ �R►...y�a�t." w ��.. \ \ '�i>1 ! i\ \ \ w \• s ■ \ \ \ \ \ \ \ \ \ 0
\ \ \ \ 3 \ \ \ \ \ \ \ \
INSTALL REINFORCED CONCRETE STORM DRAIN PIP\ \ , \ \ \ 4 \: . ill.. .n:. !, , \\ , � \ `I \E.
0 SEE PLAN FOR SIZE.(INSTALL CLASS V RCP WITHIN
-\\ r \ / \. . •.� � fir.► \ \ \ � \\\ \ �SN\\\ \
\. 5 s �' � \: \: \�\\�\ww�.�...� \' \ �i,w\\ \' \ 1 .� �`�=1 S RAIL RIGHT OF WAY, OTHERWISE INSTALL CLASS III RCP
M�
\ \ \\\\ �� i 1.�'�\\\ \ ��\\\ � \ \�11. �7. ... -W-MM A
Ulf
CONSTRUCT JUNCTION STRUCTURE PER APWA STD
PLAN 331-2.
ROW
IN 15110M
\-CB INLET PER
7 1j.- �'STORM D
DET. 1_/C-106A-- CO STRUCT TRANSITION STRUCTURE PER APWA
�DET. 1/7606WA�A V4
ORM DRAI LINE "B" STD PLAN 342
41
STORM DRAIN 'SYORM DRAINA10). 0"
A N,
LINE "13-1
LINE "B-5
STORM DRAIN ___ __ z i LINE "B" 6 CONSTRUCT REINFORCED CONCRETE CO:
15.49'
. .......... .......... L=
MH NOO'l 4'00"W I
(3.5'W PER LOS ANGELES COUNTY
�L�l +00.00 LINE "B-1
DPW STD PLAN 3053-0.
1+66.50 LINE nB31
STORM DRAIN 18 18*3 STOR�� DRAIN CONNECT STORM DRAIN PIPE TO NEW MANHOLE,
STO
LINE "B-2" CLINEE '?.'B -7'j
............. .
L=501 ■ INSTALL EXTRA STRENGTH VITRIFIED CLAY
C INLET PER■
SANITARY SEWER PIPE. ENCASED IN 8" STEEL PIPE
BDET IL
06A :1283.14
WITHIN THE RA RIGHT OF WAY.SEE PLAN FOR SIZE. J�CJ
At
TCB■A
A!
INSTALL PVC STORM DRAIN PIPE.
SEE PLAN FOR SIZE.
FIBER OPTIC LINE
HI
CONSTRUCT STANDARD PRECAST MANHOLE PER CITY
. . . ........................ ...
If
10 OF FONTANA STANDARD DETAIL 112.
. ..........
LU
...................... . . ......
I REMOVE INTERFERRING PORTION OF EXISTING
MH
.............. . ........ 20-
A
: . f I ; V- H, 8" SS MAIN.
1+00.00 LINE "B" ?
.......... . ....................
..........
At 8+78.97 LINE "A"
4:
1 W,
0
STORM DRAIN
_777
LINE "A"
+ - ------------ ........... .. .. .....
.......... . .................
1
7+0.66 _211 0
......... . .....
01
MH
Op
8
7
5
4
3
2
I
t;
V111
E
(...
V
sill.. . . . ..... . . ...... ...... ........ .....
C
Ia:A
Vii: f
12
REMOVE EXISTING SS MANHOLE•
. . ....... CONNECT SS LINE TO EXISTING SS MAINLINE
WITH SADDLE CONNECTION.
.... . ....... .
............ ....... ..... . .......
tt I 1 '40
RELOCATE EXISTING FH ASSEMBLY AND RE -INSTALL
14 TO 10 FEET SOUTHEASTERLY. PROVIDE 24"X24"X8
CONCRETE COLLAR.
CONSTRUCT STORM DRAIN MANHOLE PER CITY OF
A A
3
FONTANA STD PLAN 113. CONNECT TO EXISTING 33
6+37.
RC PIPE.
_7
6_JS
2 p
40
PIPE
5+13.69 ,;S24 16
RELOCATE TELEPHONE BOX, COORDINATE WITH
CURVE DATA
1
6+34.36 EC 24"0 PIPE <<°
TELEPHONE COMPANY.
S89 44 00 W
.... . .... 1--1 ....... . .. . ........ .... . ................ ........... .. 1�+AY�� -LC
5+99.02 BC
- - ----------- 4+28.31 BC
S
C�
3o"
4+25.31
-777
. .. .......... MH
...... ..... -7.7 7_117
UJ
_2
zi
UJ
> L/z .. ...........
C� L
C)- I NO
SD LINE '"A"
X
48
z
30
LIJ
UJ
_5
A i
7
At
...........
30
7�
MH ?+2
9.39EC
A H;
2+32.39 +3
A
A
iat
ROW
L
"All . . . ............ ---- ---
. . ..........
�0 G
W
.. ....
. .... ... .......... . . . . ...... �T
......... . ...... ................:».,,,.........._... W ---- - - ---------
VIV. . . . . . ... ........ .....
.....................
xe
4D
. .....................................
SURVEY MONUMENT PRESERVATION IS REQUIRED AND SHALL INCLUDE
SURVEY FIELD .NOTES PER SECTION 2-9 AND SECTION 309 OF STANDARD
C[)r-^117lf'\AT10NIQ 1700 PUBLIC WORKS rr)fk1qTPHrT!r)f\l '9nnn EDITION I
T
2+00.61 BC -z---
-4+ 1
_SD
4Z
. . . ....... . ........ ....... ........ TELEPHONE LINE
EXIST 33" SD LINE
33
. ......... GAS LI N E
WATER LINE
ARROW JKV'�, INT. EX. t1AH I
1+01.96 LINE "A" SANITARY SEWER LINE
ROW o=19+32.04 EX. SD
TELEPHONE LINE
STORM DRAIN LINE
6
ful T 19 Is- I TYI 6PLA%1NL
40'
o0loll li
By. -TLU
----------
RELOCATE EXISTING FIRE HYDRANT ASSEMBLY.
PROVIDE VALVE AND VALVE BOX TO MATCH
EXISTING. PROVIDE 24"X24"X8" CONCRETE COLLAR.
CONSTRUCT JUNCTION STRUCTURE PER APWA STD PLAN
331-2. FOR FUTURE CONNECTION.
INSTALL VITRIFIED CLAY SANITARY SEWER PIPE.
SEE PLAN FOR SIZE.
ss -
P
L
E-7,
Z��
0 40' 80, 160,
Wa I
GRAPHIC SCALE
VERIFY IN FIELD LOCATION AND ELEVATION OF
A
R
L
T
REMARKS
STUB -OUT FOR FUTURE CONNECTION.
65"57'29"
25.00'
28.78'
16.22'
SD
DRAWING.
89-14'01"
22. 721
35.38'
P
22.4t
SID
90°00'00"
22-50'
35.34'
22.50'
SD
-
-
-
-
NOT USED
NOT USED
Q
_
-
-
-
NOT USED
Delon Hampton & Associates, Chartered
F-rigineers and Construction Managers
707 Wilshire Blvd., Suite 5300
Los Angeles, California 90017
Tel. 213.622AW Fax 213.622.2312
41-38'55"
195.00'
141.75'
74.17'
SS
SURVEY MONUMENT PRESERVATION IS REQUIRED AND SHALL INCLUDE
SURVEY FIELD .NOTES PER SECTION 2-9 AND SECTION 309 OF STANDARD
C[)r-^117lf'\AT10NIQ 1700 PUBLIC WORKS rr)fk1qTPHrT!r)f\l '9nnn EDITION I
T
2+00.61 BC -z---
-4+ 1
_SD
4Z
. . . ....... . ........ ....... ........ TELEPHONE LINE
EXIST 33" SD LINE
33
. ......... GAS LI N E
WATER LINE
ARROW JKV'�, INT. EX. t1AH I
1+01.96 LINE "A" SANITARY SEWER LINE
ROW o=19+32.04 EX. SD
TELEPHONE LINE
STORM DRAIN LINE
6
ful T 19 Is- I TYI 6PLA%1NL
40'
o0loll li
By. -TLU
----------
RELOCATE EXISTING FIRE HYDRANT ASSEMBLY.
PROVIDE VALVE AND VALVE BOX TO MATCH
EXISTING. PROVIDE 24"X24"X8" CONCRETE COLLAR.
CONSTRUCT JUNCTION STRUCTURE PER APWA STD PLAN
331-2. FOR FUTURE CONNECTION.
INSTALL VITRIFIED CLAY SANITARY SEWER PIPE.
SEE PLAN FOR SIZE.
ss -
P
L
E-7,
Z��
0 40' 80, 160,
Wa I
GRAPHIC SCALE
B C D E G K L N 0 P Q RS F T F U DWG. NO. 3308
SHEET I
VERIFY IN FIELD LOCATION AND ELEVATION OF
EXISTING UTILITIES (COMMUNICATION DUCT BANK,
VAULT, GAS, WATER, SEWER AND OTHER UTILITY
LINES)- BEFORE CONSTRUCTION. -NOTIFY -OWNER'S
REPRESENTATIVE OF ANY DISCREPANCIES
PRIOR TO START OF WORK.
STUB -OUT FOR FUTURE CONNECTION.
18 SEE PLAN FOR
CONSTRUCT SEWER MANHOLE PER CITY OF FONTANA
19 STD PLAN 111.
CONSTRUCT MODIFIED STORM DRAIN MANHOLE PER
20 CITY OF FONATANA PER STD PLAN 114.
WATER FEATURE PIPING, SEE WATER FEATURE
DRAWING.
FIBER OPTIC LINE
CONSTRUCT JUN ON STRUCTURE PER CITY OF
FONTANA STD N NO. 116 (PROVIDE G S
MODIFIED F HIGH HEEL SHOES.) SEE 2
CM 106
D= Rune D=
No Revision Submissions
Date
kchitecture
Interior Design
RNL
Engineering
Delon Hampton & Associates, Chartered
F-rigineers and Construction Managers
707 Wilshire Blvd., Suite 5300
Los Angeles, California 90017
Tel. 213.622AW Fax 213.622.2312
Facility Planning
Urban Design
Landscape Architecture
800 Wilshire Bwleyftd
Suite 400
Los ArweLes, California Sour
V3.955-975
L
IM VNT ANA C% VVIC% CEN"F16"R 10i" ARK
1 1111,1
I
F 0 N T A. N A 0 A L I F 0 R N I A
PRD
DRAWING N.
Crry MGM= R.CX. 51162 DATE:
UTILITY PLAN
PHASE I
VESS/
N,
De ed:
RB
Project Number:
9011.02
Drawn,
RH
scale..
AS SHOWN
Checked:
cc
Drawing Number:
C105
Revie"&-
JB
Date:
12/09/02
of CO*
.01
B C D E G K L N 0 P Q RS F T F U DWG. NO. 3308
SHEET I