HomeMy WebLinkAbout5739-2CONSM11070N NV MS
OU4AMES
TOTAL
ZIN17S
NO.
DESCRIPTION
(D
S4WOUr CLEAN FVCf I' fROM EXIST. LIP OF GUTTER, REMOVE AND REPLACE
AC PAViMSiVr. SEE DETAIL HEREON.
771
S.F.
(2)
CONSrRIACr MINIMUM 0. 10'AC GRIND & OkgWLAY. ShT DETAIL HEREON.
3855
S.F.
J
INSTALL LED STREET L149hT (SC4410205809) 41 WATT (C45E 1) PER CITY STD. Z404
4
EX
0
CONSTRUCT 8 " CURB AND OV7 7 TR PER CITY OF FONrA A0 S7D NO 1000
534
L.F.
CONS;9RUCr COMMERCIAL DRIVEWAY WlrH PARKWAY SIDEWALKS PER CITY
OF FONrANA STD, NO. 1002.
3052
SF
CONSTRUCT 4 - P.C. C SIDEWALK (Ww52 PER CITY OF FONMA0 STD. NO. 1006
3710
S. F.
PROTECT IN PLACE (SEE PLoW)
—
EA.
REMOVE E-YIS7NO CURB & 494177ER.
771
L.F.
REMOVE D(1SflNi9 SIDEWALK. r=
3084
S. F.
RELOC4X D(IS77N19 POWER POLE 5' MINIMUM OFFSiT
I
E4.
CONSTRUCT UNDER SIDEWALK LARNN PER 017Y OF fONMNA STD. 3000.
I
E4.
13
REMOVE LYIS77NO PALM TREE.
10
F.A.
REMOVE LYIS77NG AA10R METER. (8Y 079YERS)
I
EA.
17
REMOVE EAlIS77NO CONCREX SLOUCH WALL.
67
L. F.
18
It 1-5, TYPE 2, Q4SF A ST7� PLAN
I
EX
REMOVED(. 01IR8 R4VP
I
ZX
N07F.- 7HE CONS7XIAC770N 06AN7777ES SHOWN HEREON ARE FOR C17Y BONDING AND PORMfl77NO ONLY.
CON7AA07OR IS RESPONS18LE FOR ES17MA77NO HIS OWN (.VAN7MES FOR CONTRACT PURPOSES. I
0 WEN �
STREET 0
AVENUE
I WEST EAST WEST
RIW 32 RIW I RW
t
1,90 19 11 t.-
5.5 5' NEW SIDEWALK
M/ 4 SEAL
5' TO 8E
REMOVED
VARIES
--r -r.
7'
7
Ld
OLCMA2& AVENUE
STA. 120*92.* rO 124*20.*
N. r S.
BENCHMARK
14 1
, EX. 4'
SIDEWALK
TO BE
EMOVED OL
7
J2 A
18 1
18 0
5
2 VARIES
AVENUE
ST! 288+00.-4 rO 292+41t
N. T. S.
BENCHMARK NO. 404
AAA&%*4vvvvvvv~ Tr Nv4vv~
HAIGINHHRS NAIL IN P. P. Z634946H N1W CORNER DIAL TWO WORKING
CIVIL ENGINEERS - PLANNERS - SURVEYORS VALENCIA & CYPRESS. ESS. BEFORE DAYS BEFORE
IYOVA
1880 COMPTON AVENUE, SUITE 100 CORONA, CA. 92881-3370 a 951-734-2130 YOU DIG YOU DIG
TOLL FREE R1kLEVAPON.- 1256.J2 MS4 (1929 DArZIM) A PUBLIC SERVICE BY UNDERGROUND SEVICE ALERT KV.
or, Ky: it 12 1
30 A
FASr
RIW
S4W0l1r & REMOVE I tMIN.
12' EXISTING
A C. PAVEMENT
(VARIES)
DAZE I ENGR. I CITY I DATE
0
5' MIN. COLD PLANE TO 0- 10' MIN, DEETW AND FEA
I OVERLAY TO MATCH EXISTING A C. PAVEMENT
(VARIEST)
a EX A 0.
I' Tt F4 -.55" MIN. AC 10*
PER C17y Srq. 400 MIN. A. C. OVERLAY
S4WCUr GRIND/ OVERLAY JOINT DETAIL
=,==A
N -rS.
60'* 0 60' 120 180
SCALE.- 1=60'
SHOULD CONSTRUCTION OF THE REQUIRED gikoFESS Prepared Under The Supervision Of
09 . -i!
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON DRAWN BY:
0 LU
AND CARRIED FORTH IN A DILIGENT MANNER, THE Exp- 6/30/19 No.64803 rn 5", DES010 BY: TM
c
CITY ENGINEER MAY REQUIRE REVISIONS TO THE TMC
PLANS TO BRING THEM INTO CONFORMANCE WITH civi
DATE CHECKED BY -
STANDARDS IN EFFECT. OF VICTOR A ELIA
R.C.E. NO. 6480J EXP. DATE 6-,30 19 VE
UPL4N40
4 VENUE
AVENUE
CITY OF FONTANA,, CALIFORNIA
STREET IMPROVEMENT PLAN
CDWR& WY PARK SCME.
INS M4P* OWNWES AW DETAILS DA7E-
71JIAV 18
APPROVED BY: DRAWING NO.:
2
DATE: 57J9
CITY ENGINEER R.C.E. NO. 5115j 1
9110"MOWN