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(SCHEDULE
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POL E TO BE
N.W. 3RD PLACE
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150
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EX /ST F)S TO OZ s
RELOCATED EH //VD
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4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO
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G E N E R A L N 0 T E S
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UPPER F /N. FLR. CLEV. /35 --
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TO BE 2EM0 D
I R/ 113.50 a J
(VANED ;RATE
C6 TyPE / -G
R//l! 123.40
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TYPE M -N -III H.P.S. LUMINAIRE, ARM AND ALUMINUM
DAVIT STYLE POLE
CONCRETE P21D LIGHT BASE AND JUNCTION BOX B
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- PVC CONDUIT (SEE WIRING SCHEDULE)
REMOVE EX /ST / /VCj GURU AGONY � EX. CB db
NN 3rd PL. A5 /F59U1R00 ,!� REPLACE EX. 6RATE N1 (® STREET LIGHT CONTACTOR CABINET AND FOUNDATION
r SOLID COVER) AD ✓UST ' ' JUNCTION BOX B WITH CONCRETE PAD
R/M TO NEW SURFAC E �a
GRADE.
1. ALL, WORK SHALL BE IN ACCORDANCE WITH THE PROJECT
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NO.
REMARKS
3. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY
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20 Z.F -,5 gr
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REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL
1
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(SCHEDULE,
40).
2 - #8,
-,'
0+85
25'
250
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R//l! 123.40
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1 'Ile
1 _ 3rak PLACE I� l
TYPE M -N -III H.P.S. LUMINAIRE, ARM AND ALUMINUM
DAVIT STYLE POLE
CONCRETE P21D LIGHT BASE AND JUNCTION BOX B
5AXNC!/T EX 1571NO PAV)T -
- PVC CONDUIT (SEE WIRING SCHEDULE)
REMOVE EX /ST / /VCj GURU AGONY � EX. CB db
NN 3rd PL. A5 /F59U1R00 ,!� REPLACE EX. 6RATE N1 (® STREET LIGHT CONTACTOR CABINET AND FOUNDATION
r SOLID COVER) AD ✓UST ' ' JUNCTION BOX B WITH CONCRETE PAD
R/M TO NEW SURFAC E �a
GRADE.
1. ALL, WORK SHALL BE IN ACCORDANCE WITH THE PROJECT
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SPECIFICATIONS AND THESE PLANS.
2. THE LOCATIONS OF FEA'T'URES SHOWN ARE APPROXIMATE AND
W I R
I N G
S C
H E D U L
E
LU M -IN
A I R
E S C H
SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS
NECESSARY.
- -
RUN
LUMINAIRE
(L OF POLE TO
LAMP
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MAST
CIRCUIT
NO.
CONDUIT
CONDUCTORS
NO.
POLE
LOCATION.
t OF ROAD
WATTAGE
H
ARM
NO.
REMARKS
3. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY
REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL
1
1.5"
PVC
(SCHEDULE,
40).
2 - #8,
1 - 118 BARE
0+85
25'
250
30
8'
1
3339F
PERTINENT UTILITY AGENCIES 40 HOURS BEFORE COMMENCING
- 1
TAYLOR AVE. N.W.
WORK, AND SHALL COORDINATE THE WORK WITH THE UTILITIES
2"
PVC
(SCHEDULE
80)
3 - #2
(SERVICE)
2,
0 +52
N.W. 3RD PLACE
25'
150
25
S'
1
3337C
TfIROUGHOUT THE PROJECT.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO
�3
1.5°
PVC
(SCHEDULE
40)
2 - #8,
3-#14 BARE
3
1 +71
N.W. 3RD PLACE
25'
150
25
8'
1
3335 C
EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE
4
1.5°
PVC
(SCHEDULE
40)
2 - #8,
3 - #14 , 1 - #6 BARE
AFFECTED UTILITY COMPANY AND THE CITY IMMEDIATELY UPON
-
*
STANDARD DAVIT
POLE DETAIL, SHEET
2 OF 2.
DAMAGE.
A5
1.5"
PVC
(SCHEDULE
40)
2 - #8,
3 - #14
5. THE CONTRACTOR SHALL SUBMIT A REQUEST FOR MATERIALS
A6
1.5"
PVC
(SCHEDULE
40)
2 - #8
APPROVAL AT THE EARLIEST POSSIBLE DATE.
6. INSTALL ALL STREET LIGHTING MATERIALS SHOWN ON THE
*
3 - #14 FOR
PHOTOCELL
PLANS, EXCEPT AS NOTED. ALL MATERIALS SHALL BE NEW AND
OF THE BEST AVAILABLE GRADE OR QUALITY, EXCEPT AS
NOTED.
__ --
t]RCWN BY E
AS-BUILT WAS PREPARED BY TOUMA ENGINEERS
FROM AN ACTUAL FIELD SURVEY
FOR HORIZONTAL CONTROL ONLY