HomeMy WebLinkAbout5703-239)Fs JOIN EXII.STI 1 TC
(101 5.93)F (1015.,
101 5.72)FL
44'
CITRUS AVENUE
10' 34'
F_
1 5' 5'
IYROP. SIDEWALKIPROP. PARKWA'
2% 2% EXISTING
SURFACE
M x
4 F
/_P L__
ER PLAN -
PROPOSED
CURB AND GUTTER
PROPOSED LANDSCAPE
SETBACK AREA
STREET WIDENING
REMOVE EXIST.
AC BERM
SECTION A -A_
INTS
GRIND AND --J
OVERLAY
SAWCUT AND
JOIN EXISTING
2'
4
—EX 8" W
42' 52'
__'vTANDSCAPE AREA
JURUPA AVENUE
. . . . . .......... . ...... ............ ......
N EX 30'
LANDSCAPE SETBACK
6' 8' 8.3'
14
PCC SIDEWALK
IA'
2'
2%
Xl�
... .......... ...... ... . .. . .........
... ............ . .........
/ ......... FL TO INLET
7 7. 17 7. 7 7 7 !x. 77
.......................
EXIST. SIDEWALK
777 ...........
z SAWCUTAND
------------- JOIN EXISTING
4 PROPOSED PCC PAD FOR BUS
TURNOUT
PROP. AC
PAVEMENT
EXIST.
...............
111 .92 FS
oq
r8 2-
-4--u2 �plli_
44�
c., T
S
UT
PARKWAY EXIST.
.... ... ....................... ............................ . ................
CURB & GUTTER
FS
L 1. -4- -4- - - ----- /
..........
k
r . .....
SECTION B -B
7
(11 .77),
-v ..........................
. ........................ 11_________11_� A
NTS
JOIN EX. 1010.52 FIL
JOIN EXISTINGJ % . . . ... . ........
. . . ...................... ...... . . ............
. .................. . . . .. . ...................... - - - ------
. . ........... ............. .......... ...............
. . . .........
iv
�O �O 40
IN FEET
1 INCH = 20 FEET
................... . ............
B_
JURUPA AVENUE
UNDERGROUND SERVICE ALERT
Call: TOLL FREE
-800-422-4133
KNOW WHAT'S BELOW.
CALL BEFORE YOU DIG.
TWO WORKING DAYS BEFORE YOU DIG
UNAUTHORIZED CHANGES & USES:
CONSTRUCTION NOTES
0 PROTECT IN PLACE
CONSTRUCT 4" THICK PCC SIDEWALK PER CITY OF FONTANA STD. PLAN 1006.
CONSTRUCT 6" CURB & GUTTER PER CITY OF FONTANA STD. PLAN 1000
REMOVE EXISTING CURB AND GUTTER
CONSTRUCT AC PAVEMENT TO MATCH -EXISTING PAVEMENT SECTION
@) CONSTRUCT DRIVEWAY APPROACH PER CITY OF FONTANA STD. PLAN 1002
0 RELOCATE SIGN AND POST PER PLAN
CONSTRUCT BUS BAY PER CITY OF FONTANA
40:
NO. 1005 AND
4/
MODIFICATIONS PER PLAN
1012 52 FS
EXISTING SPOT ELEVATIONS
....... . . ...... _
.... .. . . . . ......... . ... ......
EXISTING STREET LIGHT TO BE REMOVED AND
RELOCATED
PROPOSED SPOT ELEVATIONS
TSPB
FW HYDRANT
LANDSCAPE SETBACK
ADA CURB RAMP PER CITY OF FONTANA STD.
PLAN NO.
1003
1012.79 FS
1011.37 TC
0" CURB
@
FONTANA
!p I 1011.64 TC
0" CURB
.............
f
9f
101 1.0
L
DECORATIVE PAVEMENT PER ARCHITECTURAL PLAN
-----------TO1 191 TC 13.2-4- TC -777,
.................. .... ........ -------- ---------- ---------le!2.�4 FS S__
=-.I- A. Z x x -V�Ax s x 1w A nv? 10 Tr'�
GRIND AND OVERLAY EXISTING PAVEMENT 2"
JOIN EX. 1010.52 FIL
JOIN EXISTINGJ % . . . ... . ........
. . . ...................... ...... . . ............
. .................. . . . .. . ...................... - - - ------
. . ........... ............. .......... ...............
. . . .........
iv
�O �O 40
IN FEET
1 INCH = 20 FEET
................... . ............
B_
JURUPA AVENUE
UNDERGROUND SERVICE ALERT
Call: TOLL FREE
-800-422-4133
KNOW WHAT'S BELOW.
CALL BEFORE YOU DIG.
TWO WORKING DAYS BEFORE YOU DIG
UNAUTHORIZED CHANGES & USES:
CONSTRUCTION NOTES
0 PROTECT IN PLACE
CONSTRUCT 4" THICK PCC SIDEWALK PER CITY OF FONTANA STD. PLAN 1006.
CONSTRUCT 6" CURB & GUTTER PER CITY OF FONTANA STD. PLAN 1000
REMOVE EXISTING CURB AND GUTTER
CONSTRUCT AC PAVEMENT TO MATCH -EXISTING PAVEMENT SECTION
@) CONSTRUCT DRIVEWAY APPROACH PER CITY OF FONTANA STD. PLAN 1002
0 RELOCATE SIGN AND POST PER PLAN
LEGEND
I
CONSTRUCT BUS BAY PER CITY OF FONTANA
STD. PLAN
NO. 1005 AND
MODIFICATIONS PER PLAN
(679.3)
EXISTING SPOT ELEVATIONS
....... . . ...... _
.... .. . . . . ......... . ... ......
EXISTING STREET LIGHT TO BE REMOVED AND
RELOCATED
PROPOSED SPOT ELEVATIONS
EXISTING POWER POLE TO BE GROUNDED
LANDSCAPE SETBACK
ADA CURB RAMP PER CITY OF FONTANA STD.
PLAN NO.
1003
@
CONSTRUCT PARKWAY DRAIN PER PER CITY OF
FONTANA
STD. PLAN NO. 3001, W=2'
DECORATIVE PAVEMENT PER ARCHITECTURAL PLAN
RIDGE LINE/ GRADE BREAK
GRIND AND OVERLAY EXISTING PAVEMENT 2"
PROPOSED LANDSCAPING
CURB INLET
CONSTRUCT 6" CURB PER CITY OF FONTANA
STD. PLAN
1000
PROPOSED STORM DRAIN CLEAN OUT
REMOVE EXISTING DRIVEWAY APPROACH
EXISTING SEWER
............
EXISTING STORM DRAIN
SAWCUT AND REMOVE EXISTING PAVEMENT
EXISTING WATER
LEGEND
I
PROPOSED OFFSITE PAVING
Vxx
PROPOSED DECORATIVE PCC
PROPOSED PCC PAVEMENT/SIDEWALK
(679.3)
EXISTING SPOT ELEVATIONS
....... . . ...... _
.... .. . . . . ......... . ... ......
EXISTING CONTOURS
679.3
PROPOSED SPOT ELEVATIONS
PROPOSED CONTOURS
LANDSCAPE SETBACK
CEN
PROPERTY LINE/RIGHT-OF-WAY
CITY EASEMENT LINE
PROPOSED CURB & GUTTER
PROPOSED CURB
RIDGE LINE/ GRADE BREAK
PROPOSED LANDSCAPING
CURB INLET
PROPOSED POWER POLE
PROPOSED STORM DRAIN CLEAN OUT
EXISTING SEWER
............
EXISTING STORM DRAIN
.............
EXISTING WATER
EXISTING IRRIGATION
FW
PROPOSED FIRE LINE
w
PROPOSED WATER
ss
PROPOSED SEWER
SID
PROPOSED STORM DRAIN
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED
CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE
APPROVED BY THE PREPARER OF THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE
NTH GENERALLY ACCEPTED CONSTRUCTION PRAC_PCES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO
ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE
TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR
FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL
LIABILITY, REAL OR ALLEGED, IN CONNECTION NTH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.
ENGINEERS NOTE TO CONTRACTOk
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, PIPES, AND/OR
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR
SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCAT10N OF THOSE
UNDERGROUND UTILITIES TO BE USED AND SHALL BE RESPONSIBLE FOR ANY
DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN
HEREON. IF THE CONTRACTOR ENCOUNTERS ANY DISCREPANCIES, CONFLICTS
OR AREAS MICH HE FEELS UNWORKABLE, HE SHALL NOTIFY THE GRADING
ENGINEER IMMEDIATELY PRIOR TO CONTINUING OR DEVIATING FROM THIS PLAN.
7�
0
1
CD
cy)
0
1-1
V)
0
L__
cl
.2
CN
u
=3
V)
c
0
5�
V)
Z
L.Li
o
U- I
ZD
f__
uj
Ln
ui
U 0
0
c:
00 0
cm
C)
— m
M
CD a -
01i
n CD
CD C14
W r -
co
04
r- 00
CN
En
M
a-