HomeMy WebLinkAbout4805-3CURED
NSE
EES
— T
0
LO
0
0
0
0
00 W
•
Qo m
V)
W w
z w
V)
U
Q
TGT. N0. 1
STA. 10+00.00
CL FOOTHILL BL
STA_ 10+00.00
EAST AVENUE
Underground Service Alert
SECTION 4216/4217 OF THE GOVERNMENT
ORE Y� CODE REQUIRES A DIG ALERT IDENTIFICATION
o NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE WILL BE VALID
,,,,� FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
TOLL FREE 1-800-227-2600
TWO WORKING DAYS BEFORE YOU DIG
TKE JOB #: 101-18
REV.
STA. 8+75f
ILEX STREET
Ili I R' kvirmU4- am:t 701
ASPHALT CONCRETE REMOVAL
ASPHALT CONCRETE AND UNDERLYING
PCC CONCRETE REMOVAL
ASPHALT CONCRETE GRIND
(VARIABLE THICKNESS)
iS–RUII_T LIMITS 311'['►Mt
REVISION DESCRIPTION
TGT. N 0. 2
STA. 11 +53.11
q FOOTHILL BLVD.
STA. 10+00.00
q ILEX AVE.
TGT. N 0. 3
STA. 22+17.88
(� FOOTHILL BLVD.
STA. 10+00.00
(� COTTONWOOD AVE.
COTTONWOM AVENUE
.6.
DATE I ENGR. I CIN I DATE
No.69984
Exp.9-30-10
9� CIV1�-
OF C�►L�F
TKE ENGINEERING, INC.
2305 CHICAGO AVENUE
RIVERSIDE, CA 92507
(951) 680-0440
RING FAX (951) 680-0490
c ��_� ( 09
TERRY M. FFENNER ' Q.C.E. No. 699
EXPIRES: 9-30-10
1100-201-04
26+00
—(3"G)— -
DEMOLITION NOTES: �
Fil SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND SUBGRADE.
x EISAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND UNDERLYING
PCC/AC CONCRETE.
%
F3] REMOVE EXISTING AC BERM.
F REMOVE EXISTING DRIVE APPROACH.
Fil REMOVE EXISTING CHAIN LINK FENCE AND REPLACE AS SHOWN PER STREET
IMPROVEMENT PLAN, IN–KIND TO LIKE CONDITION OR BETTER.
F61REMOVE EXISTING GUARD RAIL AND POSTS.
F71 REMOVE EXISTING FIRE HYDRANT AND RELOCATE PER STREET IMPROVEMENT PLAN.
CONTRACTOR TO COORDINATE WITH FONTANA WATER COMPANY FOR RELOCATION.
F81 REMOVE EXISTING DROP INLET.
9� REMOVE AND RELOCATE EXISTING POWER POLE AND GUY WIRES BY OTHERS.
CONTRACTOR TO COORDINATE WITH SCE FOR REMOVAL
FoIREMOVE AND RELOCATE EXISTING GRATE INLET FRAME, COVER AND CHANNEL
PER STREET IMPROVEMENT PLAN.
Ril GRIND EXISTING AC PAVEMENT (VARIABLE THICKNESS) AS REQUIRED TO CONSTRUCT
ASPHALT CONCRETE OVERLAY.
STREET IMPROVEMENTS
FOOTHILL BOULEVARD
E,4 -8T4 O'UE TO COTTONWOOD AVENU-t'
SHOULD CONSTRUCTION OF THE
REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE
DATE OF APPROVAL SHOWN HEREON I DRAWN BY:
TGT. N0. 1
STA. 10+00.00
G FOOTHILL BLVD.
STA. 10+00.00
q EAST AVE.
ne+k* 11(f�ll
al I c%vs
GRAPHIC SCALE
40 0 20 40 80
160
(IN FEET)
1 INCH = 40 FEET
iii-i'mill I
i ' --n __U MOM
AND CARRIED FORTH IN A DILIGENT SWL DEMOLITION PLAN
MANNER, THE CITY ENGINEER MAY DESIGNED BY: STA. 61± TO STA. 21+86±
REQUIRE REVISIONS TO THE PLANS TO TO STA. 12+98
BRING THEM INTO CONFORMANCE WITH CHECKED BY: BY:
CONDITIONS AND STANDARDS IN EFFECT. r'VED
,.�
rDATE:
S SHOWN
AY 2009
14T!�,,, NG NO.:
51152 O5 5