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X 374.67 X 374.92 X 375-03 375.18
X 373.57 X
X 1375.
X
373.61 373,38 4
X JX375O3
X37319 X 373.65 X X -375.19
373.41 X 374,78 X 374.90 ASPH
X 374.29
LLJ
373 X.55 Q Lj 374.85 X
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X 373.13 177 07 <
Z 375.25 A
X
375.27
CONC X 375.18 X 375.1
X 375.71 375.59
DIST
COUNTY
ROUTE
KILOMETER POST
TOTAL PROJECT
SHEET
No
TOTAL
SHEETS
771
08
SBd
66
17.49/21.09
X373.28 X373.23
STREET DEMOLITION NOTES
X 374.66 V DI
374.70 X
D mm Now wxm W" w" mm www mm "m now mm won mm omm wmw w" "m "m www "m W"ww
WNW w" sw" "m mm won MR" w"m "m Vft" W" wrm a"" a", w" mm W.. cava 2z"m mm "m am mm mm opm "m "m V"m mm mm p w" "L mmmm mm w 1. mm mm mm WNW www mw "m "m owm "m p"m
D I
i WIN -SIGN m 5
BUS AY
IS
RELOCATE EXIST. MAIL BOX (AS SHOWN)
+V)
IX
+ Uj
LO CD 33 RELOCATE EXISTING SIGN.
L
+
_j +
T-4 Co PROTECT IN PLACE (FACILITY PER PLAN)
37350 1-74.00- CO CO
TRILL BLVD
W30+80 31+2 V .. 4 @_ PROTECT ELECTRICAL PULL BOX IN PLACE
ASPH
E-4 32+40 + - E-446 PROTECT EXIST. FH
E-4
Cf)
32+80 334-20 W 56
EXISTING REMOVE AND DISPOSE EXISTING TREES
120m S
5m W--� (3�P�1-5m W, So 0.15 WITH CASING "4 ADJUST EXISTING VALVE BOX TO GRADE PER
------ - m W SGVWC DWG NO. 9-A
015m W
pq _2N_ 0. 1 5m W-,
(5 6) W m �4 P4
0,30m W 374.6E
= W
RELOCATE EXIST. WATER METER PER SGVWC STD
45
15 . ..... . ......
4 ------ E-4 DWG NO. 3-A, SIZE OF SERVICE CONNECTION TO
E-4 0.30m 7
BE DETERMINED IN THE FIELD (BY SGVWC)
40 Au co
- A ........ .. -.7-.7-7 -,.d-
374.23 7 t-- F, 37
40
X F_
374.21 X 374.33 m: .15 d 375.36
0 4 V 37
372.10 X ,IS; rE _j 3 01- X X
01
TREES
X 374.61
2 051 U) X D 8
=3 �X� 3 6 (
03 X 374.70 1 374. ONC
Q1 230-051-38 1
230-051-V X0 374.76 X (n (n --
X 373.27 X 373.41 X 374.11 X X 374.84 375.15
X 374,77 374.97 , I . X
230-051 4--
230-051-37 230-051-06 X 11 - 50
374.30
374.91 X
DEMOLITION PLAN
X 373.24 X 373.55 X 374,67 X 374�92 X 375.03 375.18
X 373.57 X
X 375.
37161 373.38 X
X
S
X 373.19 X 375.19 0 0
X 373.65 X C� 0 0
Ui
373.41 I LO CNq-
X 374.78
X 374.29 'It 0 ASPH
CN 6
LO
r.0 _j
373X .55 Q > 374.85 X E E
E c4 0) 00
X 373.13 j < (0 - r -
X 373.28 X 373.23 X 373.83 LO
F -M X 374.66
374.70www V)
"m m" ow w"m mm mm mw. wow "m "m "m w" Now Wpm mm mm "m Now mm mm w" mm mm NNW Wow"" m I BMW www wmm m" mm mm now "m www wpm "m WNW" mm momm w" mm 0w® "m "m wa. www mm waw am w"ewm wear amwm
amw. ..... . w.w.......... ... .....
;17-1
0 IJIKf
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V)
0 +
(0 ly- +
6 F/
Uj
O LO
+
< Ln _j
12 5 12 5
E-4
E-4 L) 32+40
co , - i I .8SPH
_- - I - , I , -
7 1 4'
- - - - ..... . .....
X
0
DENSE --� 0 0 374.21
372.10 X TREES C5
d -
F ru S n L -i L__j
, F-
U') ry X (0 X OC er-
230-051-38 + E
230-051 - X + E
to Ej LO
X 373.27 X 373.41N X 374,11
Nt
r'i LO
V)
230-051-37
Underground Service Alert
FORE Call: TOLL FREE
1-800
422-4133
TWO WORKING DAYS
BEFORE YOU DIG
PAVING PLAN
X 374.33 0
ii IN LO
N L__j
0 CKF_
LO
E
LO
LO
230-051-06 V) -
REVISIONS
DATE
STREET PAVING NOTES
SAWCUT 0.30m [1'] FROM EXISTING EDGE OF PAVEMENT.
375.25 X CONSTRUCT VARIABLE PAVEMENT THICKNESS AC OVERLAY
CONSTRUCT 135mm [5.3"] AC OVER
165mm [6.5"] AB
X 12 GRIND EXISTING AC PAVEMENT TO PROVIDE
375.27 375.18 X 375.1( AC OVERLAY (REFER TO DET. "A- ON SHEET 2)
CONC X
X 375.71 375.59
LEGEND QUANTITY
V D;
wwR AC PAVEMENT 718 M2
SIG M'S'
AC OVERLAY 7,180 m2
O CONC. SIDEWALK
LO
12 5
CO DRIVEWAY RAMP
>\ E NOTE:
SEE SHEET 12 FOR
STREET IMPROVEMENT PLAN.
125 .1 Pr
E-4 Un
-F
374.23 374. x ONC 37,
37 375,.36 374. ft 37!
369 01N�_ X
X374.61
X X 374 7
00 af 374.70 .8 CNC
+
374.76 x c" E
X 374,84 375.15
X 374.77 01
.374.97 GRAPHIC SCALE
230-051-50
X
374.30 IN METERS
374.91 X 10 0 5 10 20 30 40 so 0
6m mmi 60mj 1
C14
1 :500m
NOTE: ALL DIMENSIONS ARE IN METERS UNLESS SHOWN OTHERWISE.
FOR REDUCED PLANS ORIGINAL o 20 40 60 80 53
SCALE IS IN MILLIMETERS EA 317900
OF
?,OFESS/04�
ckJRT
CITY OF FONTANA, CALIFORNIA
Hal Fbreman Inc. C-1
& to
A DRAWN BY SCALE: -
0
Civil Engineering -Planning - purveying -Public Works C.- No.26229 rr, STREET DEMOLITION AND PAVING PLAN .1
2 A.N. 00
420 Exchange, Suite 100 •Irvine, CA 92602 •714/665-4500 Exp.3 31 06 AS SHOWN
kpX DESIGNED By FOOTHILL BOULEVARD --ROUTE 66
cfvl�_ E.M.R.
PREPARED UNDER THE SUPERVISION OF: OF C CHECKED BY STA. 30+50 TO STA. 33+50 DATE: 0
E.M.R. MAY 2005 5
DR. NO. ISHT. No.
JOB NO. APPROVED
CITY
DATE JO CURT HOG R. C. 99089 CITY ENGINEER RCE #51152 DATE 3544 1 AOF 44
'PROVAL NO. 26229 DATE
i01114
etric