HomeMy WebLinkAboutT-210701INSTALL II 40 V T1� 0 STREET LIGHTING NOTES
o AT APROX STA_ 0+31. 6w ALT
- CD - - - - - - - i ]. ALL WORK SHALL BE TI ACCORDANCE KITH THE CITY OF RETEST
BENCHMAW. TOP OF M IT N CASE AT iQti� St _ �O STANDARD SPECIFICATIONS AND THESE PLANS AND THE LATEST
ME 10th: ST, R ANACORT£S AVE, -� _ - _ - _
ELEV. a 40&2M CITY OF RENTOW DATW r - 7-- EDITION IC THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE
I APR SER LOCATK)N AND WASHINGTON CONSTRUCTION BY WSDOT AND APWA
WASHINGTON STATE CHAPTER. IT IS THE RESPONSIBILITY OF
_ I TO BE AVSTALLED BY UWWFY COWANY THE CONTRACTOR TO OBTAIN COPIES OF THESE DOCUMENTS IN
THE CASE OF CONFLICTS THE STANDARDS AND SPECIFICATIONS
a OF THE CITY OF RENTON SHALL BE USED_
a�
v 2 THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND
SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS
NECESSARY. FOR UTILITY LOCATE CALL 1 -800- 424 -5555-
i
3. ALL MATERIALS SHALL BE NEW AND OF THE BEST AVAILABLE
GRADE OR QUALITY, EXCEPT AS NOTED. ALLL EQUIPMENT
40 ® �® BD = °o I v 1 I FURNISHED SHALL BE GUARANTEED AGAINST COMPONENT
j - 2 FAILURE FOR A PERIOD OF ONE YEAR FOLLOWING ACCEPTANCE
BY THE CITY.
SCQ 72 Feet W e
d- I ii A THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF
I I I RENTON TRAFFIC ENGINEER FOR MATERIAL APPROVAL AT THE
73 EARLIEST POSSIBLE DATE
J 5. ALL WORK SHALL BE CONSISTENT NTH AFFECTED UTILITY
CON
AGENCES REQUIREMENTS. THE CONTRACTOR SHALL CONTACT
ALL PER71NENT U77LITY AGENCIES FORTY -EIGHT (48) HOURS
BEFORE COMMENCING WORK, AND SHALL COORDINATE THE
i WORK NTH UTILITIES THROUGHOUT THE PROJECT.
m 2 I 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO
\ 0 2 7210 EXIS77NG UTILITIES. THE CONTRACTOR SHALL NOTIFY THE
+ ' AFFECTED U77UTY COMPANY AND THE CITY IMMEDIATELY UPON
✓' I DAMAGE
✓�� I 7. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON
CONSTRUC77ON ENGINEERING DIVISION AT 277 -5570 FOR
LLJ
z I I 73 INSPECTION PURPOSES TWENTY -FOUR (24) HOURS BEFORE
r ltJ ` HHASMBEEN EXAMINED BY ENGINEER.
BE COVERED UNTIL IT
V
25 Q 8. CAUTION - OVERHEAD ELECTRICAL SERVICE LINES ARE NOT
SHOWN ON THE DRAWINGS THE CONTRACTOR IS RESPONSIBLE
!
• 7467 .l �1 m FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY
v m
NDt/sa: (71v)
OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL
/ FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY
aDg 3 LAW AND REGULATIONS AND TAKE PRECAUTIONS THAT MAY BE
„ O " 1 ° 7,428 REQUIRED. MINIMUM CLEARANCE FROM OVERHEAD POWER TO
O
q, THE STREET LIGHT STANDARDS IS 10 TO 16 FEET, DEPENDING ON
70 Z VOLTAGE
7 24 r
�; Q\ 9. MAINTAIN CLEARANCES FROM SUCH FEATURES SUCH AS
7762 " \ s PROPERTY LINES, LOCA77ON OF DRIVEWAYS, FIRE HYDRANTS AND
5 ANY OTHER FEATURES. MINIMUM CLEARANCE FROM DRIVEWAYS
m vM �p
3 SHALL BE 10 -FEET, MINIMUM CLEARANCE FROM CURB 30- INCHES
o° S, 10. ALL CONDUCTORS FOR STREET LIGHTING TO BE TYPE USE -RHH
¢ 7P-6 ¢ (XLP) INSULATION. CONDUCTOR INSULATION FOR PHOTO CELL
18 32419 Lam, k } \ CIRCUIT 70 BE TNHN.
17 7.214 11 a„ 9.336 m, 0 11. CONTINUITY AND MEGGER TESTS SHALL BE CONDUCTED AND CHURCH 9.064 7.203 8.071 8.074 \ 126 ANY DEFECTS N07ED SHALL BE CORRECTED BEFORE FINAL
® 22 m 23 \ ACCEPTANCE OF THE ELECTRICAL SYSTEM FOR STREET LIGHTS.
L'A2 7` 7.208 7928 12- THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
5 COORDINATION NTH THE POWER COMPANY FOR SERVICE WORK
AND ALSO PROVIDE AND INSTALL ALL MATERIAL NOT PROVIDED
9' 7P -3.be .r 7.567
BY THE POWER COMPANY.
8=45 2s 7 a " 13. NO HANDHOLDS POLES, OR JUNCTION BOXES SHALL BE LOCATED
TA 5 +04.88 AVE o sD2 WITHIN THE SIDEWALK.
_ N. E. 9th _PL = STA 10 +00 ST 14. ALL STREET UGH77NG CONDUIT SHALL HAVE A MINIMUM OF 24
16 - - OTP-2 - - - -73 +00 7 - - - - - - - - - 6 - - - - ° 4 INCHES OF COVER.
B 12i OO - o
7,729 END OF ST7�Er A aa+ 6 15. PROVIDE AS BUILT DRAWINGS AT COMPLETION OF PROJECT.
STA 13+98.57 .22 as
41 I 7.300
LUMINAIRE SCHEDULE
CL OF ROAD LUMINAIRE
�5 LUMINAIRE POLE TO LAMP MAST CIRCUIT IDENTIFICATION
NUMBER LOCATION CL OF POLE WATTAGE HEIGHTw ARM NO. NO, REMARKS
1 0 +56 18.5' LT 100 25' 6' 1 3901B
4
15 13 3: 12 a 11 - 10 - 9 - I p 2 1 +96 18.5' LT 100 25' 6' 1 3903B
9.704 14 8,023 8,544 A 8 � 7
N
® 7917 8.844 4644 &644 9,234 I 7568 3 3 +59 18.5' LT 100 25' 6' 1 3905B
1 O 4 5 +02 18.5' LT 100 25' 6' 1 3907B
aka 5 6 +65 18.5' LT 100 25' 6' 1 3908B
66
6 11 +01 18.5' RT 100 25' 6' 1 3909B
78 71 60 a"
60 60 60 60 65 ° 7 12 +65 18.5' LT 100 25' 6' 1 3910B
ns
END OF AVENUE �eO7 8 14 +43 17.6' LT 100 25' 6' 1 3911B
WIRING SCHEDULE LEGEND STA 6+74.58
T- x STANDARD DAVIT POLE, SEE STREET LIGHTING DETAILS
RUN
NO. CONDUIT CONDUCTORS �"`t TYPE M -S -3 H.P.S. FLAT LENS LUMINAIRE, ARM AND
ALUMINUM DAVIT STYLE POLE .
A 2' PVC (SCHEDULE 40) 3 - #2 (SERVICE) CITY OF RENTON
C= CONCRETE PAD LIGHT BASE AND TYPE 1 JUNCTION BOX DEPARTMENT OF PUBLIC WORKS
A2 1.5' PVC (SCHEDULE 40)2 - #8, 3 - #12 (PHOTOCELL), 1 - #6 BARE PVC CONDUIT (SEE WIRING SCHEDULE) �� ^ _ MISSION HILLS SUBDIVISION
1.5' PVC (SCHEDULE 40)2 - #8, 3 - #12 (PHOTOCELL), 1 - #8 BARE ® i
STREET LIGHT CONTACTOR CABINET AND FOUNDATION
4 1.5' PVC (SCHEDULE 40)2 - #8 i =.- -:} $ 26597 �� N0. REVISION BY APPR. DATE STREET LIGHTING PLAN
DESIGNED EMS
1.5' PVC (SCHEDULE 40)2 - #8, 1- #8 BARE ® TYPE 1 JUNCTION BOX WITH CONCRETE PAD
i x ! F` ONAIENZ'` (p /I �If TRAnirVn/��AmON PLA�Q DRANK DJL DA FILE NO. 80649 1
A Lam, j1 tl IYL- AM ENGMEE 113 INC. V CHECKED SCALE _ FlELO BOOK PAGE
1.5' PVC (SCHEDULE 8D)2 - #8 T/I�O _� I-�'�� ❑T POWER TRANSFORMER BY OTHERS I �•�2�9.3� 1RN* 2101 112TH AVE NE, SUITE 110 11 KK 3 5 u �; BELLEVUE WA 98004 (206)455 -5320 APPROVED pIRECTOR CIF PUB C WORKS �T OF 5
t r I I 1 t 1 A l I 7 1 Y 1 1 I I i 1 A 1 i I I I i !