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VICINITY MAP
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CL
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FF
FG
FH
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LEGEND
FS FINISHED SURFACE
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HIGH POINT
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PROPERTY LINE
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RIGHT OF WAY
SD
STORM DRAIN
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SEWER
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TELEPHONE
HILTON DRIVE
0
TG
TOP OF GRATE
TW
TOP OF WALL
TF
TOP OF FOOTING
SF
CONSTRUCT STD. ACCESS RAMP PER CITY STD DWG 10 3.
1
EA
GRIND 0.10' MIN EXIST. PAVEMENT AND OVERLAY 0.10' MIN., SEE DETAIL ON SHEET 1.
REMOVE EXISTING POWER POLE.
1
EA
(7
FOOTHILL
BLVD
SF
U8
CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STI) DWG 1000.
313
>
U9
ui
1,040
SF
CONSTRUCT 5.5" MIN. A.C. OVER 12" MIN. 95% COMPACTED
13,100
SF
SHOULD RUN THEIR OWN QUANTITIES
AND BID A COMPLETE JOB.
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INTERSTATE 10
1
VICINITY MAP
NOT TO SCALE
WIN
am
iwll
BW
C&G
CF
CL
E/T
FF
FG
FH
FL
19, IM �R
LEGEND
FS FINISHED SURFACE
c
GAS
GB
GRADEBREAK
HP
HIGH POINT
LIP
LOW POINT
It
PROPERTY LINE
R/W
RIGHT OF WAY
SD
STORM DRAIN
sw
SEWER
T
TELEPHONE
TC
TOP OF CURB
TG
TOP OF GRATE
TW
TOP OF WALL
TF
TOP OF FOOTING
INIM110m�Mmm
SHEET INDEX MAP
SCALE: 1"=100'
ENGINEER
(,Lo) FUTURE CURB
BY OTHERS
VARIES
Tl=&5
HEMLOCK AVENUE
TYPICAL SECTION
STA, 10+00,00 TO STk 13+74,28
NTS
0 0 cr-
z t CIL (f)
40 40'
0 R I L T 0 �� "i D R I IF E_ __
TYPICAL SECT10k7l"',
I
ST'k 10+04,00 TO STA, 16+6028
NTS
DETAI
5' MIN X MIN
PAVEMENT ''JOIN DETAI
CAUTION:
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR,
UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST
BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
STREET CONSTRUCTION NOTES AND QUANTITIES*
ITEM
DESCRIPTION
QUANTITY
(D
SAW -CUT EXISTING AC PAVEMENT.
480
LF
LF
REMOVE EXISTING PAVEMENT AND DISPOSE OF OFF-SITE.
4,000
SF
CONSTRUCT CONC. DRIVEWAY APPROACH PER CITY STD DWG 1002.
600
SF
CONSTRUCT CONC. SPANDREL PER CITY OF
PER APPROVED PRECISE GRADING PLAN.
661
__qTCONSTRU-�T
. . ............. . . .......
TEMPORARY 8" AC CURB, SEE DETAIL ON SHEET 1.
2,677
SF
CONSTRUCT STD. ACCESS RAMP PER CITY STD DWG 10 3.
1
EA
GRIND 0.10' MIN EXIST. PAVEMENT AND OVERLAY 0.10' MIN., SEE DETAIL ON SHEET 1.
REMOVE EXISTING POWER POLE.
1
EA
(7
CONSTRUCT CONC. SIDEWALK PER CITY STD DWG 1006.
4,680
SF
U8
CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STI) DWG 1000.
313
LF
U9
STANDARD TRENCH REPAIR PER CITY STD DWG 1008. (WIDTH PER PLAN)
1,040
SF
CONSTRUCT 5.5" MIN. A.C. OVER 12" MIN. 95% COMPACTED
13,100
SF
DETAI
5' MIN X MIN
PAVEMENT ''JOIN DETAI
CAUTION:
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR,
UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST
BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
NATIVE SUBGRADE.
Ul
REMOVE EX. FENCE.
87
LF
Q J2
REMOVE EXISTING CURB & GUTTER.
20
LF
U3
CONSTRUCT CONC. SPANDREL PER CITY OF
FONTANA STD DWG 403. (W=8')
661
SF
Q J4
CONSTRUCT SIZE 3 UNDER SIDEWALK DRAIN
PER CITY OF FONTANA STD DWG 3001.
5
EA
(U5
GRIND 0.10' MIN EXIST. PAVEMENT AND OVERLAY 0.10' MIN., SEE DETAIL ON SHEET 1.
1,716
SF
U6
REMOVE EXISTING TREE.
23
EA
Q J7
REMOVE EXIST. AND CONSTRUCT W=8' NEW
CROSS GUTTER PER CITY STD DWG 403.
27
LF
QUANTITIES SHOWN ON THESE PLANS
ARE FOR ESTIMATING PURPOSES ONLY.
CONTRACTOR
SHOULD RUN THEIR OWN QUANTITIES
AND BID A COMPLETE JOB.
DETAI
5' MIN X MIN
PAVEMENT ''JOIN DETAI
CAUTION:
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR,
UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST
BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.