HomeMy WebLinkAbout4622-4SCALE: 1 "=40'
0' 10' 20'. 30'
"_6" ME"
-SCALE: 1 "=10'
1/4" RAD
TYP
SIDEWALK -
#3 TIE BARS
@ 12" 0. C.
6"�
BENCHMARK 8
SCALE: 1 "=40'
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SECTION A
SCALE: 1 "=10'
CURB OPENING
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SECTION X -X
N.T.S.
PK NAIL IN LEAD ON CURB, BCR N/E CORNER OF CITRUS AVENUE
AND MERRILL AVENUE
BENCH MARK NO. 8 (9/67) ELEV. 1213.20
4.00'
WARPED GUTTER
15.00' PUBLIC
STORM DRAIN
EASEMENT
RIGHT-OF-WAY
7.50' 7.50'
MINIMUN DESIGN
SPEED
TOP OF I
WALL
I
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a
NOTE: BAR REINFORCING
SHOWN IS ADDITIONAL
TO RETAINING WALL
REINFORCING.
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PARKWAY �
CULVERY �
MANHOLE
SEE FACE ANCHOR '
DETAIL BELOW TOC 122"
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#4 @
4" O.C. OPTIONAL
CONSTRUCTION
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6"
SECTION B -B
WALL DETAIL PER
SEPARATE PERMIT
N.T.S.
-G LANDSCAPE EAST
)F R/W WALL.
PAD
#5 FRONT AND
BACK OF CMU
WALL AS FU LLY
GROUTED.
CONCRETE
DRAINAGE CULVERT.
NOTE: LEAVE OUT 2 CMU BLOCK.
OPENING TO ALLOW OVERFLOW
DRAINAGE TO ESCAPE THRU IN CASE
OF Qloo STORM EVENT OR IN CASE
OF INLET PLUG
INSTALL PARKWAY CULVERT
MANHOLE FRAME
#3 TIE BARS
@ 12" 0. C.
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00 4» (0 l
SECTION Y -Y
N.T.S.
#4 @
4" 0. C.
1/4" RAD
z CURB OPENING
Fc TYP � INLET „
#3 TIE BARS - [—TOP OF
3 TYP
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@ 12 0.C. -
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�6, 5.00' SPAN
SECTION Z -Z
N.T.S.
10"
3"-90° BEND
EDGER FINISH PARALLEL TO
SIDEWALK
NOTE: USE (5)--FA-CE
1/2" 0 ROD ANGLE ANCHORS PER
10' LENGTH OF CURB
OPENING
ANGLE TO MATCH
3-1 /2"x3"x5/16" CURB FACE
ANGLE
ANCHOR DETAIL
DRAINAGE CURB -OPENING INLET
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
N.T.S.
REVISION DESCRIPTION
SIGHT DISTANCE
50 00 49+00 CIT AVE 48 0'0 — _ —--4�p�- — — — -- — — 46+0
c -I--
INE OF SIGHT
NO'BSTRUC-V L
:2.00 / LOT "A'.
__.,_._..._ .... _ .......
I
1 2 3
t � / 4.
CITRUS AVE & CERES AVE INTERSECTION
(STOPPING SIGHT DISTANCE)
SCALE: 1 "=40'
CITRUS AVENUE
SECONDARY HIGHWAY
RIGHT-OF-WAY
92 FT
MINIMUN DESIGN
SPEED
50 MPH
STREET DESIGN REQUIREMENT PER
CITY OF FONTANA STD. PLAN No. 402
SIGHT DISTANCE STANDARD
DESIGN SPEED
OR 85th PERCENTIBLE (MPH)
STOPPING DISTANCE (FT)
50
425
INTERSECTION SIGHT DISTANCE PER CITY OF FONTANA
STD. PLAN No. 700
BOC
z 200.00' CERES AVE 200.00'
- - _...,_.....__. SIGTH DISTANCE � SIGHT DISTANCE
o0 I I 10
- - - - - - - - 6+ 0 7+00 8+0 9+00 -
VNO BST -
....._
.__SIGH
OF
_.-.• _
2.00' a �: nl
1
.-- 2 60.00' .I . .
��-3 00' 30. 0' 1 III
>
I
°1 a,I all
OPTIONAL
CONSTRUCTION 7 2
JOINT Q I IIce
6" o Ma: I III �-
�
CERES AVE & LYDIA COURT INTERSECTION
(STOPPING SIGHT -DISTANCE)
SCALE: 1 "=40'
CERES AVENUE
SHORT LOCAL STREET
RIGHT-OF-WAY
64 FT
MINIMUN DESIGN
'SPEED
30 MPH
STREET DESIGN REQUIREMENT PER CITY
OF FONTANA STD. PLAN No. 402
SHOULD CONSTRUCTION OF THE REQUIRED o QROI=Ess�o�\
IMPROVEMENTS NOT COMMENCE WITHIN TWO�o F�
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
w w
AND CARRIED FORTH IN A DILIGENT MANNER, THE = No. C 66015o
*�
CITY ENGINEER MAY REQUIRE REVISIONS TO THE �n EXP. 6/30/10
PLANS TO BRING THEM INTO CONFORMANCE WITH _1�F c I V
°
STANDARDS I N EFFECT. F c A��F
DATE ENGR. CITY DATE -
SIGHT DISTANCE STANDARD
DESIGN SPEED
OR 85th PERCENTIBLE (MPH)
STOPPING DISTANCE (FT)
30
200
INTERSECTION SIGHT DISTANCE PER CITY OF FONTANA
STD. PLAN No. 700
.D.
DRAWN BY:
m o o o eMON R.D.M.
CIVIL ENGINEERING DIVISION DESIGNED BY:
IIi/%k 1947 E STREET. SAN BEMARDINO, ca. 92405 R.D.M.
7 � TEL' (9091881-&542 • FAX (909) 881-6404
1
9--TO�R M. MORENO R.C.E. CHECKED BY:
N0. C 66015 EXP. 06/30/10 DATE -
`2* dg H. M.
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
SCALE:
STORM DRAIN EASEMENT AS SHOWN
DATE:
FROM 0+00.00 TO 1+71.73 7/28/08
APPROVED./0S DRAWING NO.: 4
��- CITY ENGIN R.C.E. 51152 d DATE: 4622 4'