HomeMy WebLinkAbout5637-4CL (E)PL (N)PL
Q
EXISTING
w
EAST R/W
z
34
z NEW EAST R/W
4' AFTER WIDENING
4
< 8' 14' 12'
1670
cn 0:5'
55TC 5.5' 1 6' 1663.79FS
1665___ 1663.32 -
- • ---------_8
1660 1
__..._._..___________________._.____ _____ __.__-____..__.__ K
-PROPOSED C&G
PROPOSED PAVEMENT
1655________________T.__ -____--_-_I____..--__-_ ---_-- - SECTION (MATCH EXISTING)__- ------------------ - -------
f-----(E) 78"0 STORM DRAIN PIPE
(1651.47)INV 8Ni SEWER PIPE
1645 1646.79 INV
STA. 35+00.00
SCALE: 1'° : 10'
CL
0
Of
w
z
5.80
8' 14'
350
STA. 37+00.00
SCALE: 1 " : 10'
(E)PL
EXISTING
EAST R/W
_NEW . EAST- R/W
12'
4' AFTER WIDENING
............ .................................... _...._._._... _...-_..-.. _..._
_PROPOSED
SIDEWALK ...._...___.._..
CL (E)PL (N)PL
a
EXISTING
Lu
EAST R/W
34' _NEW EAST R/W
4 AFTER WIDENING
1675
0 8 14 ........................ 1.2,....
1670 U- 0.5
.............................._................... _.... .... _........... '
� 1665.91 TC
5.5........ 6 r 1rr R 1rwc ...._......... .... ...
1665.68
EX. FS (2%) 8 CF 2
1665 `D 2%
ra ri ;
PROPOSED PAVEMENT
16.66.._
__.....-SECTION _ MATCH_ _EXISTING)
.... _.... ....._._... _ .......... _ .........
/ PROPOSED C&G
1655 1
................ _..._....__......_.......... "
\..\..._..._.. _78 0 STORM DRAIN PIPE ._..........
T 8M
J
.1§5p....(165318 INV 0 SEWER PIPE
1649.59 INV
1645
STA. 35+50.00
SCALE: 1": 10'
_..PROPOSED -
SIDEWALK
CL (E)PL (N)PL
Qf EXISTING
,
EAST R/W
w
z NEW EAST R/W
----- _------------ . _ _--- _ 4' AFTER WIDENING
8' 9.20' 16.80'
0
_ .
------------------------
1674.80� 1675.13T 6 .4
EX. FS (2%) � $ %F 2X
'f[
ENT
PROPOSED PAVEMPROPOSED AC BERM
- _-____________________
__ _ _ _______ SECTION -. MATCH EXISTING -T______________________________.____._.____.
1 N
__________ ------------ l_.______ -(E),_78_ , STtM.,.DRAIN.._PIPE------ _..------- __-_ -_ ___ _ ----- ____
1 8"0 SEWER PIPE -
----- -------------- ----------------- 1660.79 INV --_._-_________--- _------- _______________________
(1660.02)INV
STA. 37+50.00
SCALE: V: 10'
CL (E)PL (N)PL
0
Q
Of EXISTING
Of EAST R/W
z 34' NEW EAST R/W
Mcr_ 4' AFTER WIDENING
< 8' i 14' I 12'
1675...................... 0
.. r
_._
cn
co
5.5 6
1668.59FS
r- 166. 5TC
1870 1668.12
co.. g CF _ _ ... ................. .....2% . _ _.. ........ ........ ........... ..
PROPOSED
STA. 36+00.00
SCALE: 1 " : 10'
CL (E)PL (N)PL
0 EXiST1NG
W
34' NEW EAST R/W
z 4' AFTER WIDENING
8' 4.23' 21.77'
------------------------ _._.¢....-__--__-_.--___.._.___ .__..------------------------------------- -------- -----------------------
C)
..________---____---___o ,r,
C>
1676.62 _ . __..__________. __ _.._____..
16-78:00 IVB ----- _---------------- ____.
EX. FS (29;) 2%
------------------------
PROPOSED PAVEMENT PROPOSED AC BERM
SEC110N MATCH EXISTING
/ ��-(E) 78"0 STORM DRAIN PIPE
--------- SEWER PIPE ..---------------_----------- ______-_____--
\1-- i/ "-- 1663.59 INV
_
--------- (1661 73)INV------------------- .. _...._._...._..-__-__-____-_____________-____-____-___..--_---___-_.
STA. 38+00.00
SCALE: 1" : 10'
CL (E)PL (N)PL
owl I I EXISTING
EAST R/W
34' NEW EAST R/W
1680 4' /AFTER WIDENING
_______ _ a _._---------..____ __
--__.__
0 8 14 12
cn 0.5'
1675
---------------
r--
1670.38 0
1670 EX. FS (�) 2% 8 CF 2%
---------- _._.. rrr r ____ __.__
PROPOSED -----"--'-
SIDEWALK 0 OSE _.___.____SIDEWALK
1665 PROPOSED PAVEMENT
_:._...:__._____ _________ SECTION (MATCH EXIS'RRG) ------------
PROPOSED C&G
1660 N
{ tf) 78 0 STORM DRAIN PIPE
1655 8"0 SEWER PIPE
( ) 1655.191NV
STA. 36+50.00
SCALE: 1": 10'
CUP NO. 10-016
PLAN DRP NO. 10-002
BENCHMARK:
DESCRIBED BY METROPOLITAN WATER DISTRICT CA 1992 RANCHO NQ, REVISIONS DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED °F�` t DE LEON ENGINEERING CITY OF FONTANA, CALIFORNIA
CU SCRIBED A, NEAR THE INTERSECTION OF SUMMITIT AVE AND CHERRY AVE UNDERGROUND
AT THE SOUTHWEST CORNER CHERRY AVE AND SUMMIT AVE 101 FEET
WEST OF THE CENTERLINE OF CHERRY AVE AND 37 FEET SOUTH OF THE SERVICE ALERT IMPROVEMENTS NOT COMMENCE WITHIN TWO �4RKC4 U]pn0o �ICsm �M11' p�QM�
CENTERLINE OF SUMMIT AVE SET FLUSH ON THE NORTHWEST CORNER OF YEARS OF THE DATE OF APPROVAL SHOWN 0 i 8061 SAN MATEO CIRCLE,BUENA PARK, CALIFORNIA 90620
A 10 FOOT WIDE CATCHBASIN 0.8 FEET SOUTH OF CURB FACE. A r : 1,508.56 FEET (NAND 88) CALL TOLL F 3 INCH BRASS DISK STAMPED "33A 1992" HEREON AND CARRIED FORTH IN A DILIGENT `� TEL. # (714)826-5125 FAX. # (714)827-7987 DRAWN BY: 15292 DUNCAN CANYON ROAD FONTANA CA. 92336 SCALE:
ELEVATION 1,50
STANDARD o REE MANNER, THE CITY ENGINEER MAY REQUIRE M.D. ' ' ' AS SHOWN
1-800 227-2600 REVISIONS TO THE PLANS TO BRING THEM No. C-31604 DESIGNED BY- ROADRUNNER ROAD AND DATE:
BASIS OF BEARINGS: APPROVED BY: CYNTHIA A. DE LEON R.C.E EXPIRES DA 08/24/17
THE SOUTH LINE BEARING OF SECTION 14 BEING N 89'53'29"E TWO WORKING DAYS INTO CONFORMANCE WITH STANDARDS IN %p Y. �Y. M.D. DUNC N NYON ROAD
AS PER P.M.B. 122 PAGE 57 WAS USED AS THE BASIS OF BEFORE YOU DIG EFFECT. OF CAV - �� [2�T17 CHECKED BY: APPRO Y 4
BEARINGS SHOWN HEREON. 31604 12/31/18 C.DL. 5637
CITY ENGINEER R.C.E. 51152 DATE 4