HomeMy WebLinkAbout6573-LT16
"
W
10
"
W
16
"
W
10
"
W
16
"
W
16
"
W
48
"
D
48
"
D
4"
S
F
M
4"
S
F
M
CO
M
M
CO
M
M
1
6"D
6"D
6"D
10"F 10"F
16+56
13+92
2
2
18
+
0
0
17
+
0
0
16
+
0
0
15
+
0
0
14
+
0
0
13
+
0
0
PROP. R/W
EXIST. R/W
EXIST. R/W
(N)41W
(N)41W
PROP. R/W
JU
N
I
P
E
R
A
V
E
N
U
E
15+12
EX. STREET LIGHT
17+95
EX. STREET LIGHT
2'-0"
(UNK)
12"W
8"W 8"W 8"W
12"W
10
"
W
16
"
W
16
"
W
10
"
W
16
"
W
16
"
W
12"W
12"S
21"S
24"D
36"D
21"S
12"SS
SS
SS
4"
S
F
M
4"
S
F
M
TS
COMMTS
COMM
TS
48
"
D
D
SD
SD
SS
SD
SD
SS
SD
E
SS
SD
SD
SS
SSSS
IW 2"
W
6"D 6"D6"
D
6"
D
IW 4"
W
IW
10
"
W
10
"
F
10
"
F
8"
S8"
S
24"D 24"D24"D
6"
D
10"F
10
"
F
17
+
9
5
20
+
5
5
1 1
17+00 18+00 19+00 20+00 21+00 22+00 23+00
20
+
0
0
19
+
0
0
PROP. R/W
EXIST. R/W
EXIST. R/W
PROP. R/W
EXIST. R/W
EXIST. R/W
(N
)
9
0
W
(N
)
9
0
W
(N
)
9
0
W
VALLEY BOULEVARD
JU
N
I
P
E
R
A
V
E
N
U
E
21
+
2
2
EX
.
S
T
R
E
E
T
L
I
G
H
T
19
+
9
0
EX
.
S
T
R
E
E
T
L
I
G
H
T
18
+
5
3
EX
.
S
T
R
E
E
T
L
I
G
H
T
17
+
6
2
EX
.
S
T
R
E
E
T
L
I
G
H
T
19
+
2
1
1
22+72
EX. SAFETY LIGHT PER
TRAFFIC SIGNAL PLAN
19+25
EX. SAFETY LIGHT PER
TRAFFIC SIGNAL PLAN
22
+
5
9
EX
.
S
A
F
E
T
Y
L
I
G
H
T
16
+
6
2
EX
.
S
T
R
E
E
T
L
I
G
H
T
INTERSECTION EQUATION
VALLEY BLVD: 23+19.52
JUNIPER AVE: 20+00.00
66
'
15
'
CONSTRUCTION CENTERLINE
RECORD CENTERLINE
SLOVER AVE
BOYLE AVE
VALLEY BLVD
SI
E
R
R
A
A
V
E
JU
N
I
P
E
R
A
V
E
CY
P
R
E
S
S
A
V
E
OL
E
A
N
D
E
R
A
V
E
VALLEY BLVD
MARYGOLD AVE
SLOVER AVEJU
N
I
P
E
R
A
V
E
SAN BERNARDINO
F
W
Y
INTERSTATE
10
WASHINGTON
DRIVE
PM 20669
12"W
S
12"S
12"S S
18
"
D
S
18"
D
18
"
D
(N
)
4
1
W
1
16
+
5
3
WASHINGTON DRIVE
DR
I
V
E
W
A
Y
EXIST. R/W
PROP. R/W
16+00 17+00
1.THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY SEARCH OF ALL
AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE
CONFIRMED BY A CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN
BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
PROTECT ANY UTILITY LINES SHOWN OR NOT SHOWN ON THESE PLANS.
2.CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH
GENERALLY ACCEPTED CONSTRUCTION PRACTICES, 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. 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 CITY OF
FONTANA HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN
CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
EXCEPTION LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN
PROFESSIONAL.
3.ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE
"OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE US DEPARTMENT
OF LABOR AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL
RELATIONS "CONSTRUCTION SAFETY ORDERS". THE CITY OF FONTANA SHALL
NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR OR
SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS.
4.UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS
WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHROIZED CHANGES TO OR
USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND
MUST BE APPROVED BY THE ENGINEER PREPARING THESE PLANS.
NOTICE TO CONTRACTOR:
1.ORNAMENTAL STREET LIGHT POLES SHALL BE MARBLELITE OR APPROVED
EQUAL.
2.THE LUMINAIRE SHALL CONSIST OF COBRA HEAD CUT-OFF LENS ON A 6 FEET
OR 8 FEET MAST ARM. 15 FEET MAST ARM ARE REQUIRED FOR STREETLIGHTS
ON TRAFFIC SIGNAL POLE INSTALLATIONS.
3.ANY SUBJECT IN LOCATION OF STREETLIGHTS FROM THE APPROVED PLANS IS
SUBJECT TO APPROVAL BY THE CITY ENGINEER.
4.SIDEWALK WIDTHS TO BE APPROVED PER STREET IMPROVEMENT PLANS. A
MINIMUM OF 4 FEET UNOBSTRUCTED SIDEWALK CLEARANCE IS REQUIRED.
5.CONTRACTOR SHALL COORDINATE WITH SCE LOCAL PLANNER (TELEPHONE:
800-655-4555) A MINIMUM OF (7) WORKING DAYS PRIOR TO WORKING ON ANY
ELCTROLIER.
GENERAL NOTES:
VICINITY MAP
NOT TO SCALE
PROJECT SITE
MATCHLINE STA. 18+50
SEE ABOVE RIGHT
MATCHLINE STA. 18+50
SEE BELOW LEFT
INSTALL AMERON POLE NO. 1C1-28 STANDARD LED STREET
LIGHT WITH COBRAHEAD LUMINAIRE 10205811 (90W) PER CITY
OF FONTANA STD PLAN NO. 1017 CASE 1
INSTALL AMERON POLE NO. 1C1-28 STANDARD LED STREET
LIGHT WITH COBRAHEAD LUMINAIRE 10205809 (41W) PER CITY
OF FONTANA STD PLAN NO. 1017 CASE 3
CONSTRUCTION NOTES:
4 EA.
2 EA.
QUANTITIES:
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
CENTERLINE
EXISTING POLE AND LUMINAIRE
PROPOSED POLE AND 41W LED LUMINAIRE
PROPOSED POLE AND 90W LED LUMINAIRE
LEGEND:
UTILITY NOTIFICATIONS:
WATER:............FONTANA WATER COMPANY...........(909) 201-7312
SEWER:............CITY OF FONTANA.............................(909) 350-7610
ELECTRICITY:..SOUTHERN CALIFORNIA EDISON...(800) 611-1911
GAS:.................SOCAL GAS.........................................(800) 423-1391
COMM:.............AT&T.....................................................(800) 332-1321
COMM:.............SPECTRUM..........................................(844) 708-0654
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR
STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF THE
AVAILABLE RECORDS. ADDITIONAL UNDERGROUND FACILITIES MAY EXIST, OR THE
LOCATION OF FACILITIES MAY DIFFER FROM THE LOCATIONS SHOWN ON THE PLANS.
THE CONTRACTOR SHALL AT HIS OWN EXPENSE DETERMINE THE EXACT LOCATION
OF ALL SUCH UNDERGROUND UTILITIES PRIOR TO DOING ANY WORK OR TAKING
ANY ACTION THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR
CONTINUOUS OPERATIONS UPON LEARNING OF THE EXISTENCE AND LOCATION OF
ANY UNDERGROUND FACILITIES NOT SHOWN ACCURATELY ON THESE PLANS OR
NOT PROPERLY MARKED BY THE UTILITY OWNER. THE CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE UTILITY OWNER AND THE ENGINEER BY TELEPHONE AND
IN WRITING.
POTHOLE VERIFICATION:
1
(N)41W
(N)90W
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
BEFORE
YOU DIG
TOLL FREE
DIAL
DAYS BEFORE
811
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 :
Date :
DRAWN BY:
1
CITY OF FONTANA, CALIFORNIA
APPROVED BY:DRAWING NO.:
6573-LT
1
DATE:
SCALE:
STREET LIGHTING PLAN
DATE:
AS SHOWN
DDP
DDP
NN
STREET LIGHTING PLAN
CITY OF FONTANA
11/12/2025
ARIEF NAFTALI R.C.E. 64286
BASIS OF BEARINGS BENCH MARK:
CITY OF FONTANA BENCHMARKTHE 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'GIA LAM KIM R.C.E. 62296 CITY ENGINEER
S
T
A
TE
OF CA L I F O R N IA
R
EG
ISTER E D P R O F ESSIONA
L
E
N
G
I
NEER
A
R I E F N A F
T
A
L
I
No. 64286
C I V I LCIVIL
2010 Iowa Avenue, Suite 101
Riverside, CA, 92507
(909) 787-8421 (909) 682-3379 fax
www.psomas.com
11/12/2025
VALLEY BOULEVARD,
JUNIPER AVENUE AND WASHINGTON DRIVE
PARCEL MAP NO. 20669
0'
GRAPHIC SCALE I" = 40'
40 4020 80
VALLEY BOULEVARD, JUNIPER AVENUE
AND WASHINGTON DRIVE
PARCEL MAP #20669
EXP. 6/30/2027
MCN22-000145 / ELPC24-00109
1.LIGHTING LAYOUT SHALL COMMENCE AT STREET INTERSECTIONS. STREET
LIGHT SPACING BETWEEN INTERSECTIONS SHALL BE AS SPECIFIED ON THE
PLAN AND LOCATED AT THE PROLONGATION OF PROPERTY LINES. STREET
LIGHT LAYOUTS SHALL BE REVIEWED FOR CONFLICTS WITH OTHER UTILITIES
(CATCH BASINS, FIRE HYDRANTS, TRANSFORMERS, ETC.)
2.STREET LIGHTS SHALL BE PLACED AT ALL INTERSECTION AND CUL-DE-SACS.
3.STREET LIGHTS HAVE A MINIMUM 1' CLEARANCE FROM OTHER UTILITIES AND A
MINIMUM 5' CLEARANCE FROM THE OUTSIDE EDGE OF DRIVEWAY WINGS.
4.USE OF BRAND NAMES IN THESE STANDARDS IS NOT INTENDED TO RESTRICT
COMPETITION. EQUIVALENT PRODUCTS MAY BE SUBSTITUTED WITH THE
APPROVAL OF THE CITY ENGINEER.
5.SIDEWALK WIDTHS TO BE PER APPROVED STREET IMPROVEMENT PLANS. A
MINIMUM OF 4' UNOBSTRUCTED SIDEWALK CLEARANCE IS REQUIRED.
6.ANY CHANGE IN LOCATION OF STREET LIGHTS FROM THE APPROVED PLANS OR
STANDARDS IS SUBJECT TO WRITTEN APPROVAL BY THE CITY ENGINEER.
7.ALL STREET LIGHTS SHALL HAVE AN ANTI-GRAFFITI COATING.
8.MANHOLE COVERS AND PILLBOXES SHALL BE PLACED EITHER ENTIRELY WITHIN
THE SIDEWALK OR PARKWAY. THERE SHALL BE NO OVERLAP.
STREET LIGHTING GENERAL NOTES:
PRIVATE ENGINEER'S NOTE:
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSUMING
THE ACCURACY AND ACCEPTABILITY OF THE WORK HERE ON. IN THE EVENT OF
DISCREPANCIES ARISING DURING CONSTRUCTION THE PRIVATE ENGINEER SHALL
BE RESPONSIBLE FOR DETERMINING AN ACCEPTANCE SOLUTION AND REVISING THE
PLANS FOR APPROVAL BY THE CITY.
2
INDEX MAP
WASHINGTON DRIVE
VALLEY BOULEVARD
JU
N
I
P
E
R
A
V
E
N
U
E
PM - 20669
PARCEL 1PARCEL 2
NOT TO SCALE
DR
I
V
E
W
A
Y
CY
P
R
E
S
S
A
V
E
N
U
E
2/2/2026