HomeMy WebLinkAbout5794-2of
EX. DOUBLE DETECTOR
CHECK, BACKFLOW PREVENTERS
AND WATER METERS TO REMAIN
IN PLACE I
Y
wQ
oo_
EX. R/W I
,A
I --
NIOP ---
_.J
_ I _ J �owW
— — - - - it Q V- Q
T BUJ UUJ
F- O X
^ � = � Z cD Uj
.-
m o
Ljow
I
i
I
I
I
CURVE TABLE
Curve #
Length
Radius
Delta
TANGENT
C1
31.64'
20.00'
090.63'
20.22'
C2
31.42'
20.00'
090.00'
20.00'
C3
33.64'
20.00'
096.38'
22.36'
ZNS TA LIL Fz 0NCAT F,D D o m E5
r ._ I- - I \ _ \ pe)e C=-r- 5-rp. Yo. /003
i -
r?� �O------\I _
�iI-
-------�PROP I _
a, � 974.30 I aZ
-W -- - EX. CATCH BASIN TO 973.80 F R/W
EX. CONIC I BE PROTECTED IN EX. CURB RETURN
PLACE EX. CONC. PUBLIC N 2 TODREMA REMAIN
RAMP
SIDEWALK 1 2 SIDEWALK EASMENT RXW 3 _ 1
NO' 13'47"E 659.87'
— o
.. p
- - _ -EX. CURB AND - / - - -. - - - EX. CATCH- -..
EX, CURB AND I of
U GUTTER M BASIN
GUTTER w �, ^ °D c� ^ - " " �, N tic > " "
ED
u, � SEE DETAIL A d � U_ ,� U_ `` oa SEE DETAIL B
F00 I � � � 14+00 w (0 Con0 13�+00 HEREON 12+� a' u� N o w HEREON 10+00
- -'- �; --f rn fir'- _ NO' 13'47"E - _ oo Sri -
+ t\ ^ + r n CO M M- MZ
.------ + -- +r — - ------
r+n -4� M rn rn ,-------- rn rn rno L
---- �.� -
_- -----------
3 4 5
----------J_ -
-- -- -- --- HEML%jCK AVENUE ---
972.32 FS PROP. R/W 972•47 972.62 FS
a79 �o I I � 0" C.F. S 0" C.F. _JL_ ", "
FS
1.00%
�
�.
FS
�^
J11L75%
r� 1.00% \ 972.Z6 F5� o
p 972.40
°
972.56 FS /
972.65
0" C.F. p
° FS
°
0" C.F.
° FS
fl
°
b.
°
p
10
°
°. o ER.. R/
a
°
--- - ---- -------------
---
----- -
- -
-----
°
0.417r� 0,41% c
°p
-° .417.
°
0.97*
A
------
O�
J
C)
J
W
ZD
'CD
* J
'6w)
m
00
+COo�
1'0
tD0
M
Opp
7 CV
.�
14+00
+
M
i0
N
DETAIL "A"
SCALE:1 "=10'
HEMLOCK AVENUE
BENCHMARK
Underground Service Alert DESIGNATION: OF 628
-- - _ -
PID: EV9267
CaII:T011 FREE
ELEVATION: 1006.35' (NAND 88)
1-800
227-2600 _ LOCATION: 0.1 MILE (0.2 KM) SOUTH FROM THE INTERSECTION OF
POPLAR AVE AND JURUPA AVE 55 FEET (16.8 M) SOUTH OF NICOLE
TWO WORKING DAYS BEFORE YOU DIG WAY 26.5 FEET (8.1 M) WAST OF POPLAR AVE AT THE NORTH END OF
_ A 44 FOOT (13.4 M) LONG FLOOD CONTROL CHANNEL WALL. A
STANDARD MWDSC 3-1/4 INCH ALUMINUM DISK SET IN TOP OF
HEADWALL.
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
CV
n
rn
- EX. R/W -�
-EX. CATCH BASIN &
LOCAL DEPRESSION
TO REMAIN - -
m
m
O
CO
X _
W 00 O
rt
O
13+00
CONSTRUCTION NOTES
---------`�L
�\L------
(974.09 FS) EX. A.C. PAVEMENT TO BE
974.36 10 974.30 TC PROP. R/W, JOIN EX. DWY PROTECTED IN PLACE
FS 973.80 FS APPROACH
Mr
i-
s=\�. 2 0 974. t TC °� (974.43 FS)-
(973.79 FS) '��9 & 973.62 F°S ' ° J N EX. DWY EX. DRIVEWAY APPROACH
to ti' A t9 ., s /° ° o APPROACH TO BE PROTECTED IN PLACE
JOIN EX. / < , �1y O$ ° b Cq
SIDEWALK- - _�.
973.4�
13 - -
8 ° p
(973.70 FL)
o, � � JOIN EX. FL
w E, r7 v @ APPROACH
M CV P--: M X LO N O O M M
t\ 0 prj ^ o6 W n — + rn +
+Z�r� �O
r o rn rn
N
3 4 5win 1 6
HEMLOCK AVENUE
- —t--- - - - T1 I - _.
+00
Q CONSTRUCT INDUSTRIAL DRIVEWAY APPROACH PER CITY OF FONTANA STD. PLAN NO. 1002 (W=PER PLAN)
0 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN NO. 1003
SAWCUT, REMOVE AND REPLACE EXISTING A.C. PAVEMENT IN KIND
0 REMOVE EXISTING CURB AND GUTTER
Q REMOVE EXISTING CONCRETE SIDEWALK
0 REMOVE EXISTING CONCRETE DRIVEWAY APPROACH
O REMOVE EXISTING CURB ONLY
Q REMOVE EXISTING ACCESS RAMP
QQ CONSTRUCT TRANSITION FROM 8" C.F. TO 0" C.F.
o CONSTRUCT 4" THICK PCC SIDEWALK
REMOVE AND REPLACE PORTION OF EXISTING LOCAL DEPRESSION
2 CONSTRUCT 6" CURB ONLY PER CITY OF FONTANA STD. PLAN NO. 1000
3 CONSTRUCT TRANSITION FROM 8" C.F. TO 6" C.F.
SHOULD CONSTRUCTION OF THE 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 STANDARDS IN EFFECT.
PLAN', PREPARED BY:
�FESS/
We$tLA1V®
G ro u n, Inc. Land Surveyors • avi1 Engineers • GIS
No.85559
dz Exp. 9/30/2020 4150 CONCOURS, ONTARIO, CA 91764
�Q
civt�-
PHONE: (909) 989-9789 FAX: (909) 989-9660
9TF OF CA\_
L;w- P.
SIGNATURE:
DETAIL "B"
SCALE:1 "=10'
JOB NO: 2018-402
R.C.E. NO. DATE
30 30 60
scale I,,-- �0' feet
CiTY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
RAWN BY:
WLG 11128 HEMLQCK AVENUE
ESIGNED BY: MEET IMPROVEMENT PLAN
WLG
NECKED BY: APPR D BY:
DATES'
CITY ENGINEER R.C.E. 5115
ASP: 18-0351
SCALE:
DATE:
04/03/2019
DRAWING NO: 2
5794 2
04/ U.5/ 2019