HomeMy WebLinkAbout4406-3wt
TGT. NO. 8
STA. 88+64.14
r Mn-ruii 1 ni vn
STA. 10+00.00
CHERRY AVE.
„
(6"W -ARAN.)
CHERRY AVENUE
EXISTING BUILDING TO BE
REMOVED, BY OTHERS,
PRIOR TO CONSTRUCTION
ik7i. Nu. iv
STA. 101 +84.40
q FOOTHILL BLVD.
STA. 10+00.00
q, REQWOOQ AW. ,
230-062-27 230-062-26
1 SEE SHEET 5
DEMOLITION NOTES:
Fil REMOVE EXISTING AC BERM OR PCC CURB AND/OR GUTTER.
F21REMOVE EXISTING AC/PCC SIDEWALK OR PCC SLAB.
3] REMOVE EXISTING DRIVE APPROACH.
R SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND SUBGRADE.
R5 REMOVE EXISTING STREET LIGHT. CONTRACTOR TO COORDINATE WITH SCE FOR REMOVAL.
F REMOVAL OF EXISTING POWER POLE AND ANCHOR BY OTHERS. CONTRACTOR TO
COORDINATE WITH SCE FOR REMOVAL.
F71 REMOVE AND REPLACE EXISTING MAIL BOX, AS SHOWN.
F8 REMOVE EXISTING SIGN AND RELOCATE PER SIGNING AND STRIPING PLAN.
DEMOLITION NOTES (CONT.):
F91 ADJUST EXISTING MANHOLE OR CLEAN OUT TO GRADE.
FlOIADJUST EXISTING WATER VALVE TO GRADE.
Fl -1 REMOVE EXISTING FIRE HYDRANT AND RELOCATE PER STREET IMPROVEMENT PLAN.
CONTRACTOR TO COORDINATE WITH FONTANA WATER COMPANY FOR RELOCATION.
FOOTHILL BOULEVARD
[12] REMOVAL OF EXISTING WATER METER AND RELOCATION PER STREET IMPROVEMENT
PLAN BY OTHERS. CONTRACTOR TO COORDINATE WI1H FONTANA WATER COMPANY
FOR RELOCATION.
F131 PROTECT IN PLACE AS NOTED.
14REMOVE ALL EXISTING UNDERLYING PCC/AC CONCRETE WITHIN MEDIAN PLANTING AREAS.
1 5 REMOVE EXISTING CATCH BASIN/DROP INLET, PIPING, BOLLARDS AND CONCRETE STRUCTURE.
LVV VVlc_ VT
1110-151-29
t -VV I I'11LL [iVULCVHI"iV
i
j
DEMOLITION NOTES (CONT.):
DEMOLI
ON NOTES (CONT.)-. -
16
REMOVE AND REPLACE EXISTING CHAIN LINK FENCE.
27
REMOVE AND RELOCATE EXISTING TRAFFIC SIGNAL BOX PER
TRAFFIC SIGNAL PLAN.
18
REMOVE AND REPLACE EXISTING TELEPHONE MANHOLE AND/OR RISER, BY OTHERS.
28
REMOVE AND RELOCATE EXISTING BUS BENCH AND SIGN AS
SHOWN, BY OTHERS.
19
REMOVE AND RELOCATE EXISTING BLOCK WALL.
31
ASPHALTGRIND EXISTING TH.
GRINDING SHALL BE
20
REMOVE EXISTING TREE.
CO STRUCTED ATEQU RED DEPTH TO CON37R CABLE UCT 2P MINIMUM ASPHALT CONCRETE
OVERLAY AT CONSTANT SLOPE FROM MEDIAN FLOWIJNE TO GUTTERUP. SEE GRIND
22
REMOVE AND RELOCATE EXISTING ONSITE LIGHT POST, FOUNDATION, PULL BOXES,
DETAIL, SHEET 13.
AND CONDUIT SYSTEM.
32
REMOVE AND RELOCATE EXISTING PRIVATE SIGN, IN KIND, BEHIND RIGHT-OF-WAY.
F 23] REMOVE AND REPLACE EXISTING ROLLING GATE AND TRACK.
[251 REMOVE AND RELOCATE EXISTING PAY PHONE.
n26 CUT, PLUG, AND ABANDON EXISTING STORM DRAIN AND/OR DROP INLET.
230-062-28
TGT. NO. 11
STA. 115+04.34
CL FOOTHILL BLVD.
STA. 10+00.00
Ck LIVE OAK AVE.
HATCH LEGEND:
I
_ 1,1110-141-22
1230-062-27
1
0
O
O
0
0
03:
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.� w
w
ww
7p V)
Z
U
I—
Q
ASPHALT CONCRETE REMOVAL
UNDERLYING PCC CONCRETE REMOVAL
\� PCC CONCRETE SLAB REMOVAL
PROPOSED VAIRABLE THICKNESS GRIND
GRAPHIC SCALE
40 0 20 40 80
160
(IN FEET)
1 INCH = 40 FEET
Underground Service Alert TKE ENGINEERING, INC. SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA
SECTION 4216/4217 OF THE GOVERNMENT ���� 4446 CENTRAL AVENUE REQUIRED IMPROVEMENTS NOT
CODE REQUIRES A DIG ALERT IDENIIFlCATION ��Q'� M� RFyy�, RIVERSIDE, CA 92506 STREET IMPROVEMENTS DATE OF PWITHIN PR VALVSHOWN HEREON DRAMNBY: STREET IMPROVEMENT PLANS �
NUMBER BE ISSUED BEFORE A PERMIT TO v, m � FOOTHILL BOULEVARD —PHASE II
951) 680-0440 AND CARRIED FORTH IN A DILIGENT �• AS SHOWN
r}�C EXCAVATE WILL BE VALID � � FOOTHILL BOULEVARD
No.89984 ERING FAX (951) 680-0490 MANNER, THE CIN ENGINEER MAY pE9t�ff'D BY: DEMO ON PLAN pA�;
FOR YOUR DIG ALERT I.D. NUMBER CALL Ec•e-3o-08
UNDERGROUND SERVICE ALERT 9� �iv�� �`P _ZCj o$ CHERRY AVENUE TO HEMLOCK AVUNUE REQUIRE REVISIONS TO THE PLANS TO �t STA. 9 -I -O STA. 110+00.00 APRII. 2008
� �A��F BRING THEM INTO CONFORMANCE WITH CHEM BY: A7E MAIMING NO.:
TOLL FREE 1-800-227-2600 TE Y M. ENNER R.C.E. o. 69984 CONDITIONS AND STANDARDS IN EFFECT. 3
TWO WORKING DAYS BEFORE YOU DIG Rte, R�nsioN oEscRiPnoN ons �cR. ciTr ons E PIRES:9-30-08 MPT� � 4406 16
CITY ENGINEER R.C.E. No. 5115
M—CtTY-OFTC
MR .4c 101-18