HomeMy WebLinkAbout4136-1CITY'OF FONTANA
GENERA L NO TES FOR IS TREE T IMPRO VEMEN T PLA N
iffil
'jN"ng", Ni'll,
TOLL FREE —800-226-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
BA 451S OF BEA RING
THE BEARING OF N 0079270 E THE CENTER LINE OF HEMLOCK A VWEN
AS SHOKIV ON PARCEL MAP NO. 11601 M.M. NO. 14218-10, WAS
AS THE BASIS OF BEARING FOR THIS SURVEY.
im
PROP. SIDEWALK --
3
ME
PROP. SIDEWALK —
0
TYPICAL SECTION FOR HILTON DRIVE
N 7S
10 #
5" 1 4.5'
0
ElY
71 R/W
3 6' 1 35' "1
ml
0
2% MN. 2% MIK
11
w
EX. CURB & EX. CURB &
GUTTER GUTTER
TYPICAL SECTION FOR HEMLOCK AVENUE
NTS
STREET
L =27 50 " HIL TON Df?
=23.50' HEMLOCK AVE
EXIS T PA WMEN I
UT AND REYO�E
PA VEMEN T
VE- WA Y-` �
SHEET 2)
IMPROVEMENT CONSTRUCTION NOTES
C17 -Y OF FONTANA, CALIFORNIA
CIV71- ENGINEERING & LAND SURVEYING
.STREET
Q Ty
UNI T
(D----,5AWCUT
AND REMOVE EXIS77NG CURB AND GUT7ER
296
LF
up
CONS7RUCT 4w THK PCC SIDEWALK PER CITY OF FONTANA STANDARD PLAN NO. 1015
1,360
LF
SC A L E"
HOR 1" � 4 p"
CONS7RUCT INDUS7RIAL DRIVEWAY PER CITY OF FONTANA STANDARD PLAN NO. 1005A
6
EA
W=PER PLAN, R=4.50
Prepared t1n �r 7he Supervision Of :
C)ESIGNED B Y-
RELOCATE E-XIST7NG STREET LIGHT PER CITY OF FONTANA STANDARD PLAN NO. 1016
2
EA
—CHECKE—D8
CONS77?UCT CURB RE7ZIRN ACCESS RAMP PER CITY OF FONTANA STANDARD PLAN NO. 1006
1
EA
lZ
SAWCUT REMOW AND REPLACE W774 KIND 12" WDE-FULL DEPTH STRIP OF AC PAVEMENT
296
LF
SHEET NO,
4 1'36
SA WCUT EXIST. CURB HORIZONTALLY TO CONS7RUCT ACCESS RAMP
t n
PER CITY OF FONTANA S7D. PLAN NO, 1006
1
EA
RELOCATE EXIS77NG FIRE HYDRANT
I
EA
RECONS TRUC T SURFA CE 0 VERLA Y A S PER PA VEMEN T JOIN T DE TA IL SHO WN ON SHEE T 1
296
LF
TOLL FREE —800-226-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
BA 451S OF BEA RING
THE BEARING OF N 0079270 E THE CENTER LINE OF HEMLOCK A VWEN
AS SHOKIV ON PARCEL MAP NO. 11601 M.M. NO. 14218-10, WAS
AS THE BASIS OF BEARING FOR THIS SURVEY.
im
PROP. SIDEWALK --
3
ME
PROP. SIDEWALK —
0
TYPICAL SECTION FOR HILTON DRIVE
N 7S
10 #
5" 1 4.5'
0
ElY
71 R/W
3 6' 1 35' "1
ml
0
2% MN. 2% MIK
11
w
EX. CURB & EX. CURB &
GUTTER GUTTER
TYPICAL SECTION FOR HEMLOCK AVENUE
NTS
STREET
L =27 50 " HIL TON Df?
=23.50' HEMLOCK AVE
EXIS T PA WMEN I
UT AND REYO�E
PA VEMEN T
VE- WA Y-` �
SHEET 2)
VICINITY MAP
Will
FORESIGHT ENGINEERING
t�ff *sko
C17 -Y OF FONTANA, CALIFORNIA
CIV71- ENGINEERING & LAND SURVEYING
STREET IMPROVEMENT PLAN
505 N. TUSTIN AVE SUIrE 2`84
up
ORA WN .8 K
Pl?
HIL T01V DRIVE
SC A L E"
HOR 1" � 4 p"
TEL (714)542 1214 * FA,,Y (714)542 0117
-17
VER 1": 4
Prepared t1n �r 7he Supervision Of :
C)ESIGNED B Y-
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DA TE:
—CHECKE—D8
.
0-21L24106
lZ
Y-
90
.....
APPRO VED 6 Y.
A TE-� 1/7,04
a -c-- - C-1 TY GINEER 77,'—,E,'— 19
SHEET NO,
4 1'36
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FROJF
5
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Nttv� uat AW"14
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VICINITY MAP
Will
FORESIGHT ENGINEERING
C17 -Y OF FONTANA, CALIFORNIA
CIV71- ENGINEERING & LAND SURVEYING
STREET IMPROVEMENT PLAN
505 N. TUSTIN AVE SUIrE 2`84
SAN7A ANA CA 92705
ORA WN .8 K
HIL T01V DRIVE
SC A L E"
HOR 1" � 4 p"
TEL (714)542 1214 * FA,,Y (714)542 0117
VER 1": 4
Prepared t1n �r 7he Supervision Of :
C)ESIGNED B Y-
PM 1689J
DA TE:
—CHECKE—D8
.
0-21L24106
oate
NADER J. Q080RS1 R.C.E. 46119 EVP� 12/31106
Y-
90
.....
APPRO VED 6 Y.
A TE-� 1/7,04
a -c-- - C-1 TY GINEER 77,'—,E,'— 19
SHEET NO,
4 1'36
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