HomeMy WebLinkAbout3698-81433.4
a
CITY DWG. 140:
4
EXISTING 8" VCP SEWER
PER CITY DWG NO. 2448
TEMPORARY DRAINAGE SWALE
1 " 20'
q
SWALE NORTHERLY
RW
15'
EXISTING 10'
GROUND 5' 5'
1
'. 00
o 2:1 1
MAX
GRADED SWALE
A SECTION
1\",� NTS
BASIS OF BEARINGS:
THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 36,
TIN, R6W, S.B.M. AS SHOWN ON TRACT 16568,
MB 300/59-62, BEING N 89'59' 12"E
vo
0
0
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
C) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
Q
REVISION DESCRIPTION
DATE I ENGR.I CITY I DATE
X
PROPOSED CURB & GUTTER
Immoo
PROPOSED CURB & GUTTER
CONSTRUCTION NOTES:
215 CONSTRUCT GRADED SWALE PER SECTION "A" ON THIS SHEET
28 CONSTRUCT CONCRETE DRAINAGE STRUCTURE PER DETAINS ON THIS SHEET
LEGEND:
T� -■— DETAIL NUMBER
$ -_4—SHEET NUMBER
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
PROPOSED 6' SIDEWALK
12%
R/W
EXISTING 6' HIGH
BLOCK WALL
EXISTING 6' HIGH -
BLOCK WALL
PROTECT IN PLACE
E ISTTING GROUND
ORIGINAL BENCHMARK
PREPARED FOR: CITY OF FONTANA BM -361
R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER
CITY OF FONTANA OF BASELINE AVENUE AND SULTANA AVENUE.
8353 SIERRA AVENUE ELEVATION: 1365.01, SINCE DESTROYED
FONTANA, CA 92335 SITE BENCHMARK
(909) 350-7610 SW CORNER, SEC. 31, TAN., R.5W., S.BM.-2p I.P.
FAX (909) 350-6618 WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF
BASELINE AVENUE AND CITRUS AVENUE.
MWA7M 139516
N
Go
Nld
-�' W
14-cn_
W
IEn
PROPOSED CURB & GUTTER
1435.16 TC
W 1435.32 FS
cn
rx
1435.16 FS 10
1435.26 FS %MIN
2�'MIN � � 10%MAX 1435.44 F5 10 R/W
oy
l�
21125.56
1435•40 � FG HP
FG/HP EXISTING CMP RISER �
I (1435.45) RIM
� 1434.51 FL�
� EXISTING 6' \Ulf I
EXISTING 15' WIDE STORM DRAIN 1�. � I BLOCK WALL j
EASEMENT PER TRACT 12314 I
DETAIL C
EXISTING 48' RCP STORM__,L---- � —
DRAIN PER TRACT 12314 1 I I
TRACT N0. 12314
K"'_2 EXISTING CMP RISER (SEE SHEET 3)_
3 "'S
R/W
1
5': I 18'
1434.55 1435.301
FS 1
28 I 2% MIN FS
10%
SIDEWALK
1434.5± PROPOSEDFL CURB
EXISMNG 48w CMP
RISER PROTECT IN PLACE SECTION
B,B
NTS
PROPOSED AC PAVEMENT
21 ,
R/W
EXISTING 6' HIGH 51:
BLOCK WALLI EXISTING 48" CMP COVER
PROTECT IN PLACE 0.5 4 0.5 1.5 PROTECT IN PLACE
1435.45: 11434.50 FS
M 1434.70 211- MSN
1434.55 FS 1 FS 109,0
kO
1434.50 FS + 110%F --
I
EX. STEEL BARS 28
PROTECT IN PLACE 4" PCC (470-C-2000) CONCRETE
- 28 WITH 6x60000 WWM
SECTION DO
R/W Mrs
I
I
I
6.5'
EXISTING 6' HIGH
435.97 -
a - -
a _ 1435.06
0No. 43976 m
AE
BLOCK WALL
oc Exp. 6/30/07
*
e _ o
-:
o _
_ FS _ a
j. C V l ���P
CHECKED .
PROTECT IN PLACE
DSH
4.
_
' 1434.55'
d-28
FS--
a-
10%
E
1434,50 SLOPE
ll �
1434.
/ 50
". 4
143 .70
a
'- .FS
00
7
EXISTING 48" RCP STORM
°
DRAIN PER TRACT 12314
A
" 4- -
-
1434 97
4" PCC (470-C-2000) CONCRETE , FS , 1435.06
WITH 6x6x 10x 10 WWM 0.5 4 0.5 1.5 FS
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1795
David S. Hammer, A.C.E. 43976 Date
(expires 6/30/2007)
CONCRETE DRAINAGE
STRUCTURE AT CMP RISER
DETAIL C
NTS
QRpFESS /pN
1Q0 S. H4 q�F
'LGA
-P
0 Z
DRAWN BY:
0No. 43976 m
AE
DESIGNED BY:
oc Exp. 6/30/07
*
JJF & EW
kp9
j. C V l ���P
CHECKED .
CF CA L F
DSH
,'ISTING 48" CMP COVER
PROTECT IN PLACE
CITY OF FONTANA, CALIFORNIA
CAPITAL IMPROVEMENT PROJECT PHASE IIA
STREET IMPROVEMENT PLANS scams:
�7 WALNUTcmwS AS EVUE DATE: AS NOTED
MARCH, 2006
AP DRAWING NO.: 8
'y �, - /z • a 3698 10
CITY ENGINEER R.C.E. 51152
FILENAME: M:\dwg\74908\FlNAL DESIGN\STREET\PHASEIIA\WALNUfAVESTB.dwg