HomeMy WebLinkAbout6573-6A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
BEFORE
YOU DIG
TOLL FREE
DIAL
DAYS BEFORE
1-800-227-2600
TWO WORKING
YOU DIG
REV.REVISION DESCRIPTION ENGR.DATE CITY DATE
CHECKED BY:
DESIGNED BY:
AND CARRIED FORTH IN A DILIGENT MANNER, THE
STANDARDS IN EFFECT.
PLANS TO BRING THEM INTO CONFORMANCE WITH
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
IMPROVEMENTS NOT COMMENCE WITHIN TWO
SHOULD CONSTRUCTION OF THE REQUIRED
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
Prepared Under The Supervision Of :
DRAWN BY:
14
CITY OF FONTANA, CALIFORNIA
APPROVED BY:DRAWING NO.:
DATE:
SCALE:
STREET IMPROVEMENT PLAN
VALLEY BLVD. & JUNIPER AVE.
GIA LAM KIM
DATE:
AS SHOWN
CR
CR
DCDAVID J. CURTIS R.C.E. 75791
PROFILE SCALE:
HORIZ: 1"=40'
VERT: 1"=4'
BASIS OF BEARINGS BENCH MARK:
CITY OF FONTANA BENCHMARK THE BASIS OF BEARINGS FOR THIS SURVEY IS THE
CALIFORNIA STATE PLANE COORDINATE SYSTEM,
ZONE 5, CONSTRAINED LOCALLY BETWEEN
CONTINUOUS GPS STATIONS EWPP & RTHS. SAID
BEARING IS S84°19'30"E (NAD83(2011) 2017.50
EPOCH.)
GPS CONTINUOUS OPERATING REFERENCE STATION
EWPP. THE ANTENNA IS AN ASHTECH 701945B_M
W/SCIT DOME. TRUE VERTICAL ANTENNA HEIGHT IS
FROM THE GEODETIC REFERENCE POINT TO THE
BOTTOM OF THE ANTENNA PRE-AMP(BPA) AND IS
0.027 FEET.
ELEVATION = 1194.52
R.C.E. 62296 CITY ENGINEER
1650 SPRUCE STREET, SUITE 400
RIVERSIDE, CA 92507
951.787.8421 www.psomas.com
Date:
6573
3/5/26
3/5/26
PARCEL MAP 20669No. C75791REGISTERED P ROFESSIONAL
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EXP. 6/30/26
MCN22-000145 / ELPC24-00109
6
GRAPHIC SCALE
SCALE: 1" =
0 40 80
40
2040
CY
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.
WASHINGTON DRIVE
16+00 17+00
1102-
1104-
1106-
1102-
1104-
1106-
1102-
1104-
1106-
18+00
PLAN AND PROFILE - WASHINGTON DRIVE
(16+50.49 - 17+31.78)
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C14 C15L10 L12
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STREET CONSTRUCTION NOTES
ITEM DESCRIPTION
1
12" MIN OF 95% COMPACTED NATIVE SUBGRADE, PER CITY OF FONTANA STD. 1011.
2 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. 1000.
3 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY OF FONTANA STD. 1006.
SAWCUT AND REMOVE EXISTING A.C PAVEMENT AND CONSTRUCT 6.5" A.C PAVEMENT OVER
PAVEMENT LEGEND
ASPHALT PAVING
GRIND & OVERLAY
PCC SIDEWALK
CURVE TABLE
CURVE #RADIUS LENGTH DELTA TANGENT
LINE TABLE
LINE #LENGTH BEARING
C14
C15
15.00'
15.00'
20.54'
20.54'
078°27'47"
078°27'47"
12.25'
12.25'
6
8 CONSTRUCT CITY OF FONTANA STANDARD STREET LIGHT PER SEPARATE APPROVED STREET LIGHT PLAN.
GRIND AND OVERLAY PER CITY OF FONTANA STD. 1008. DEPTH=2" MIN. AND 5' WIDE MIN. FROM
7 CONSTRUCT DRIVEWAY PER CITY OF FONTANA STD. 1001. W PER PLAN
EDGE OF SAWCUT UNLESS OTHERWISE NOTED
10+00 11+00
L10
L12
15.26'
6.17'
N89°26'17"E
S89°26'17"W
WASHINGTON DRIVE - NORTHERLY CURB
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PROPOSED NORTHERLY
TOP OF CURB
EXISTING ROAD
EDGE
WASHINGTON DRIVE - CENTER LINE
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EXISTING CENTERLINE
ELEVATION
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(0.91%)
(0.43%)(0.48%)
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)
F
S
(0.52%)(0.38%)(0.12%)(1.54%)
WASHINGTON DRIVE - SOUTHERLY ROAD EDGE
EXISTING ROAD EDGE
ELEVATION
3/26/2026