HomeMy WebLinkAbout5705-1GENERAL NOTES FOR STREET LIGIHT PLANS
I. ORNAMENTAL STREET LIGHT POLES SHALL BE MARBLELITE OR APPROVED
EQUAL.
2. THE LUMINAIRE SHALL CONSIST OF COBRA HEAD CUT-OFF LENS ON A 6 FT
OR 8 FT MAST ARM. 15 FT MAST ARM REQUIRED FOR STREET LIGHTS ON
TRAFFIC SIGNAL POLE INSTALLATIONS.
STREET LIGHT IMPROVEMENT PLAN
iJ1h1���4e,,ICl
SAN BERNARDINO COUNTY FLOOD CONTROL
825 E. THIRD STREET, ROOM 140
SAN BERNARDINO, CA 92415-0835
PHONE: (909) 387-8256
ATTN: TOM WILLIAMS
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE
COORDINATE SYSTEM (CCS83), ZONE 5, NORTH AMERICAN DATUM 1983 (NAD83)
BASED LOCALLY ON CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS)
"EWPP" AND "LORS" AS SHOWN HEREON (BASIS OF BEARINGS. • N 812926" W).
ALL BEARINGS SHOWN HEREON ARE GRID BEARINGS.
COORDINATES SHOWN ARE BASED ON NAD83, CCS83, ZONE 5, 2010.0 EPOCH,
AS FURNISHED BY THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC) AND
PUBLISHED WITH THE NATIONAL GEODETIC SURVEY (NGS). ALL DISTANCES SHOWN
ARE GROUND DISTANCES, UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES,
MULTIPLY GROUND DISTANCES BY A COMBINATION FACTOR OF 0.9999530827 DERIVED
LOCALLY AT THE FOUND 1" IRON PIPE (OPEN) ACCEPTED AS THE INTERSECTION OF
JURUPA AVE. AND OLEANDER AVE., 3402'53.73611" NORTH, 1172655.26062" WEST.
THE MAPPING ANGLE AT 1" IRON PIPE IS 0'18'51.32506"
SANTA ANA AVE. PARK
FONTANA, CALIFORNIA
to
STA. 36+39.51 SANTA ANA AVE. STA. 49+60.47 SANTA ANA AVE.
= STA. 37+26.64 CYPRESS AVE. = STA. 37+18.63 JUNIPER AVE.
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CSRC CORS STA TION "EWPP"
NORTH LA 777U0E = J4106'15. 101JJ"
WEST LONGITUDE = 177'31'J2.05857"
CALIFORNIA STATE PLANE COORD/NA TE SYSTEM (SPCS),
ZONE 5, NORTH AMERICAN DATUM 1983, (2010.0 EPOCH)
_ NORTHING = 1,860,6J9.606 8129 26 " �' iB.4S/S 639.606 U. S. SURVEY FEET
OF BEAR/AICs) 68965 85 ELE AI N77ON 6� 1192.248 U.S SURVEY' SURVEY
6g COMBINED FACTOR = 0.9999336429
CONVERGENCE ANGLE = 0076'14"
o)
\
IN
CSRC CORS STA TION "L ORS"
NORTH LA TI TUDE = 34 07'59.96493'" N\ \ 9
WEST LONGITUDE = 117'45'14.60442" Gos>>¢2S \ '9X99
CALIFORNIA STATE PLANE COORDINA TF SYSTEM (SPCS), TiF 8" 41 \ 8 98
ZONE 5, NORTH AMERICAN DATUM 1983, (2010.0 EPOCH) �9�Sp 9>so
NORTHING = 1, 870, 992.226 U.S. SURVEY FEET
FASTING = 6, 636, 093.592 U. S. SURVEY FEET
ELEVATION = 1581.278 U.S SURVEY FEET \
COMBINED FACTOR = 0.9999095355 ` \
CONVERGENCE ANGLE = 00 0825"
GPS TIES & SA SIS OF BEA RINGS
SEE DETAIL SHEET 1
N. T.S.
BENCH MARK:
CITY OF FONTANA BENCHMARK NO.
'289»
FOUND RAILROAD SPIKE IN THE NORTHWEST SIDE OF
POWERPOLE NUMBER 61319 AT THE NORTHEAST
CORNER OF THE INTERSECTION OF SANTA ANA AVENUE
AND CATAWBA AVENUE.
ELEVATION = 1032.22'
TOLL FREE -qqmww- 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
lV 0:22'16" W
2734.82'
REV.
0 50 100 200 300
SCALE:1 "=100'
UTILITY LEGEND
FONTANA WATER COMPANY
3. ANY CHANGE IN LOCATION OF STREET LIGHTS FROM THE APPROVED PLANS
15966 ARROW ROUTE
IS SUBJECT TO APPROVAL BY THE CITY ENGINEER.
FONTANA, CA 92355
(N)41W
PHONE: (909) 822-2201
4. SIDEWALK WIDTHS TO BE PER APPROVED STREET IMPROVEMENT PLANS. A
ATTN: BRENDA FOWLER
MINIMUM OF 4 FEET UNOBSTRUCTED SIDEWALK CLEARANCE REQUIRED.
EXISTING UTILITY POLE
=0=
SOUTHERN CALIFORNIA GAS COMPANY
5. ALL NEW STREET LIGHT POLES AND LUMINAIRES TO BE INSTALLED ON
1981 W. LUGONIA AVE.
CITRUS AVENUE SHALL BE DECORATIVE TYPE.
REDLANDS, CA
= TELEPHONE MANHOLE
PHONE: (909) 335-7965
6. ALL STREET LIGHTS SHALL BE INSTALLED PER CITY STD. PLAN NO. 404.
ATTN: ED SANTILLAN
AT&T
STREET LIGHT IMPROVEMENT PLAN
1265 VAN BUREN ST. #180
ANAHEIM, CA 92807
PRIVATE ENGINEER'S NOTE TO CONTRACTOR
PHONE: (714) 666-5614
14349 FIRESTONE BOULEVARD
LA MIRADA, CALIFORNIA 90638
ATTN: LEE QUEST
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS,
SOUTHERN CALIFORNIA EDISON
OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE
7951 REDWOOD AVENUE
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING
FONTANA, CA 92336
UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED
GENERAL NOTES, CONSTRUCTION NOTES & LEGEND
TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON
PHONE: (909) 549-5345
THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND
ATTN: JEFF HUDSON
RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON
DESIGNED BY:
THESE DRAWINGS.
TIME WARNER
MSR
17777 CENTER COURT DR. 8TH FLOOR
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
CERRITOS, CA 90703
FOR JOB SITE CONDITIONS DURING COURSE OF CONSTRUCTION OF THIS PROJECT,
PHONE: (562) 677-0263
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL
ATTN: JOHN CHRISTIANSEN
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT
DRAWING NO.:
`i705LT
THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY OF FONTANA, THE
EINHARD STENZEL RCE N0. 56155
OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
FONTANA UNITED SCHOOL DISTRICT
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR
9680 CITRUS AVENUE
LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
FONTANA, CA 92335
PHONE: (909) 357-5000 X 29455
ATTN: SHERRI WHITTEN
INLAND EMPIRE UTILITY AGENCY
6075 KIMBALL AVENUE
CHINO, CA 91708
PHONE: (909) 993-1696
ATTN: LIZA MUNOZ
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE
COORDINATE SYSTEM (CCS83), ZONE 5, NORTH AMERICAN DATUM 1983 (NAD83)
BASED LOCALLY ON CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS)
"EWPP" AND "LORS" AS SHOWN HEREON (BASIS OF BEARINGS. • N 812926" W).
ALL BEARINGS SHOWN HEREON ARE GRID BEARINGS.
COORDINATES SHOWN ARE BASED ON NAD83, CCS83, ZONE 5, 2010.0 EPOCH,
AS FURNISHED BY THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC) AND
PUBLISHED WITH THE NATIONAL GEODETIC SURVEY (NGS). ALL DISTANCES SHOWN
ARE GROUND DISTANCES, UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES,
MULTIPLY GROUND DISTANCES BY A COMBINATION FACTOR OF 0.9999530827 DERIVED
LOCALLY AT THE FOUND 1" IRON PIPE (OPEN) ACCEPTED AS THE INTERSECTION OF
JURUPA AVE. AND OLEANDER AVE., 3402'53.73611" NORTH, 1172655.26062" WEST.
THE MAPPING ANGLE AT 1" IRON PIPE IS 0'18'51.32506"
SANTA ANA AVE. PARK
FONTANA, CALIFORNIA
to
STA. 36+39.51 SANTA ANA AVE. STA. 49+60.47 SANTA ANA AVE.
= STA. 37+26.64 CYPRESS AVE. = STA. 37+18.63 JUNIPER AVE.
CD
00
M FA_).A,r4,A_,jAV_
/N A A G
7+00 38+00 39+00 40+00 41+00__ 42+00 43+00 44+00 45+00 46+00 47+00 __ 48+00 4�
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0
M M
N J
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++ o+o �' o+ �' `" �' rn PROP. ST. LT.
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LT.
CSRC CORS STA TION "EWPP"
NORTH LA 777U0E = J4106'15. 101JJ"
WEST LONGITUDE = 177'31'J2.05857"
CALIFORNIA STATE PLANE COORD/NA TE SYSTEM (SPCS),
ZONE 5, NORTH AMERICAN DATUM 1983, (2010.0 EPOCH)
_ NORTHING = 1,860,6J9.606 8129 26 " �' iB.4S/S 639.606 U. S. SURVEY FEET
OF BEAR/AICs) 68965 85 ELE AI N77ON 6� 1192.248 U.S SURVEY' SURVEY
6g COMBINED FACTOR = 0.9999336429
CONVERGENCE ANGLE = 0076'14"
o)
\
IN
CSRC CORS STA TION "L ORS"
NORTH LA TI TUDE = 34 07'59.96493'" N\ \ 9
WEST LONGITUDE = 117'45'14.60442" Gos>>¢2S \ '9X99
CALIFORNIA STATE PLANE COORDINA TF SYSTEM (SPCS), TiF 8" 41 \ 8 98
ZONE 5, NORTH AMERICAN DATUM 1983, (2010.0 EPOCH) �9�Sp 9>so
NORTHING = 1, 870, 992.226 U.S. SURVEY FEET
FASTING = 6, 636, 093.592 U. S. SURVEY FEET
ELEVATION = 1581.278 U.S SURVEY FEET \
COMBINED FACTOR = 0.9999095355 ` \
CONVERGENCE ANGLE = 00 0825"
GPS TIES & SA SIS OF BEA RINGS
SEE DETAIL SHEET 1
N. T.S.
BENCH MARK:
CITY OF FONTANA BENCHMARK NO.
'289»
FOUND RAILROAD SPIKE IN THE NORTHWEST SIDE OF
POWERPOLE NUMBER 61319 AT THE NORTHEAST
CORNER OF THE INTERSECTION OF SANTA ANA AVENUE
AND CATAWBA AVENUE.
ELEVATION = 1032.22'
TOLL FREE -qqmww- 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
lV 0:22'16" W
2734.82'
REV.
0 50 100 200 300
SCALE:1 "=100'
UTILITY LEGEND
TRFSIG
EXISTING STREET LIGHT
(N)90W
PROPOSED 90W LED STREET LIGHT
0--o
(COBRAHEAD) 30FT.-81N. LUMINAIRE HEIGHT
(N)41W
PROPOSED 41W LED STREET LIGHT
0--o
(COBRAHEAD) 30FT.-81N. LUMINAIRE HEIGHT
ELEC VAULT = ELECTRIC VAULT
EXISTING UTILITY POLE
=0=
RELOCATED UTILITY POLE
SEWER MANHOLE
F.H. = FIRE HYDRANT
= STORM DRAIN MANHOLE
PROPOSED FIRE HYDRANT
TRFSIG
= TRAFFIC SIGNAL
- SIGN
PB =
PULL BOX
WM =
WATER METER
TELEPHONE PEDESTAL
TRANS
PAD = TRANSFORMER PAD
ELEC VAULT = ELECTRIC VAULT
WV =
WATER VALVE
SMH =
SEWER MANHOLE
SDMH
= STORM DRAIN MANHOLE
TELMH
= TELEPHONE MANHOLE
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT.
8
STA 33+36.84: (N)41
PROP. ST. LT.
M
STA 30+69.58
PROP. ST. LT.
(N 1W
QROFESS/pNq
* R.C.E. NO. 56155 r
t -p Exp. 12-31-18 \Q
OF C N `\
0
0
M
R_�
WATTAGE
VICINITY MAP
N.T.S.
NUMBER OF LIGHTS
90WATT 7
41 WATT 3
TOTAL
CONSTRUCTION NOTES QTY.
O INSTALL 90 WATT LED STREET LIGHT (COBRAHEAD) 29 FT. LUMINAIRE HEIGHT. OR 7 EA.
EQUAL ALTERNATIVE APPROVED IN WRITING BY THE CITY ENGINEER.
(PER CITY OF FONTANA STD. DWG. 404)
O INSTALL 41 WATT LED STREET LIGHT (COBRAHEAD) 29 FT. LUMINAIRE HEIGHT. OR 3 EA.
EQUAL ALTERNATIVE APPROVED IN WRITING BY THE CITY ENGINEER.
(PER CITY OF FONTANA STD. DWG. 404)
3O PROTECT EXISTING STREET LIGHT IN PLACE
4O PROTECT EXISTING POWER POLE IN PLACE.
5O REMOVE AND RELOCATE EXISTING POWER POLE.
6O RELOCATED POWER POLE.
SHEET INDEX
1
TITLE SHEET
2
SANTA ANA, CYPRESS & JUNIPER AVENUE
STREET LIGHT IMPROVEMENT PLAN
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DR
15--017
a
Prepared Under The Supervision Of :
CITY OF FONTANA, CALIFORNIA
r
Thienes Engineering, Inc.
STREET LIGHT IMPROVEMENT PLAN
CIVIL ENGINEERING • LAND SURVEYING
W
14349 FIRESTONE BOULEVARD
LA MIRADA, CALIFORNIA 90638
DRAWN BY:
TITLE SHEET
SCALE:
PH.(714)521-4811 FAX(714)521-4173
DT
GENERAL NOTES, CONSTRUCTION NOTES & LEGEND
AS SHOWN
SOUTH WEST FONTANA LOGISTICS CENTER
n 11
DESIGNED BY:
DATE:
MSR
S/E CORNER OF SANTA ANA & CYPRESS AVE (PARK SITE)
N 0)
/�
Date �10
ag
to
" 0
CHECKED BY:
RS
APPRO D -BY- - i � /
DRAWING NO.:
`i705LT
1
2
EINHARD STENZEL RCE N0. 56155
CITY ENGINE R.C.E. 51152 DATE