HomeMy WebLinkAboutzT-2107SetINSTALL 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 !
SEC 10, TWP 23 111, RGE 5 E, WM
QI
u�v V
D NE °i6793`T° D Q
D
aSRTIC,AL DA 71-V v -� s S S _a
CITY OF +?EN TON
00 � EB a
SCALE;
0 20 40 a S10P
or
LOT 2
LOT 25
LOT 24
rtma.- a :ss -a
F F mw
I L�or i8 = LOT 4
LOT 17 LOT 19 _
-JL ,� I Lor 20 LOT 2a
for 22
LOT 5 I
_
LOT is -
4 ,BLUE::?
LOT 6
I -
uaa
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7---] _
1 -
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I LOT 75 LOT 12-_
u L 1 LOT 17 LOT f0 I:
L LOT 13 LOT 9 LOT 8
LOT 14 I I a!s I 1 .o s o
LOT 7
�- EXISTING EDGE
OF PAVEMENT
PROVIDE AND INSTALL T Y P E I l l
BARRICADE AT STREET END. SEE
CITY OF RENTON STANDARD PLAN
PAGE: H018. MOUNT TWO (2)
W16 -102 REFLECTIVE SIGNS ON
BARRICADE.
TRAFFIC CONTROL NOTES:
1. CONSTRUCTION SIGNS AND DELINEATORS SHALL BE PROVIDED AND MAINTAINED BY
THE CONTRACTOR.
2. A RIGHT -OF -WAY USE PERMIT IS REQUIRED FROM THE DEPARTMENT OF PUBLIC WORKS
FOR ANY LANE /ROAD CLOSURE. CONTACT PUBLIC WORKS AT 235 -2635 AT LEAST f5
DAYS PRIOR TO CONSTRUCTION ACTIVITY WITHIN THE PUBLIC RIGHT-OF-WAY
3. ALL FLAGGERS ARE TO BE EQUIPPED WITH ORANGE SAFETY VESTS AND HEAD GEAR
APPROPRIATE FOR FLAGGING TRAFFIC WITHIN THE PUBLIC RIGHT- OF-WAY AND SHALL
HAVE VALID FLAGGING CARDS FROM THE DEPARTMENT OF LABOR AND INDUSTRIES,
4. AFTER WORK tMTHIN THE TRAVELLED ROADWAY IS COMPLETED AT THE END OF EACH
DAY, THE ROAD SHALL BE COMPLETELY OPEN TO TRAFFIC AND ALL EQUIPMENT SHALL
BE OUT OF THE TRAVELLED ROADWAY. ANY EQUIPMENT OR CONSTRUCTION MATERIALS
LEFT WITHIN THE PUBLIC RIGHT -OF -WAY SHALL HAVE LIGHTED TYPE 9 BARRICADES
AROUND THEM. ALL NONAPPLICABLE SIGNS SHALL BE REMOVED, TURNED OR COVERED
DAILY WHEN CONDITION NO LONGER EXISTS.
5. ACCESS BY EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL 17MES.
6. APPROVED TRAFFIC CONTROL SIGNS AND MARKINGS ON PRIVATE PROPERTY SHALL BE
PROVIDED, INSTALLED, AND MAINTAINED BY THE PROPERTY OWNER.
Z APPROVED PERMANENT TRAFFIC CONTROL SIGNS AND MARKINGS V41HIN THE PUBLIC
RIGHT -OF -WAY SHALL BE INSTALLED BY CITY FORCES, EXCEPT THE DEVELOPERS
CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF RPM'. AFTER THE CITY
HAS INSTALLED THE STOP SIGN AND STOP BAR. CITY OF RENTON INSPECTOR
SHALL BE RESPONSIBLE FOR NOTIFYING THE TRAFFIC OPERATION GROUP
OF THE PUBLIC WORKS DEPARTMENT WHEN FRONTAGE IMPROVEMENTS AND
DRIVEWAY HAVE BEEN CONSTRUCTED.
8. MUTCD IS THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR
STREETS & HIGHWAYS" PUBLISHED BY GORDON PRESS.
CHANNELIZAT►ON AND SIGNING SCHEDULE
CODE AVTCD CODE SIGN TYPE QUANTITY
7 R7 -1 STOP 1
2 N/A THERMOPLASTIC 1
STOP BAR
3 N/A RAISED PAVEAENT 3
MARKER, BLUE
Qq R.
Q
1
O1PA1.
�S Z 107 WIRER 06/21/94
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
I
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iss ✓.Eo f9.e vn•s�ve9j/v
oiu.
/f�
s -y q3
PROVIDE AND INSTALL TYPE II►
,,--
nwu
,ems
is $
MISSION HILLS SUBDIVISION
BARRICADE AT STREET END. SEE
of RENTON srArnaRD( PLAN
A
ISSUED RIP CTTtR8ff&WEW
DWH
PRC
12 -11 -92
C
1 TRAFFIC CONTROL PLAN
PAGE
PAGE: H078. MOUNT TWO 2
NO.
R<nscN
BY
APPR.
DATE
TRAFFIC CONTROL PLAN
_ _
4
W16 -102 REFLECTIVE SIGNS ON
6ARRICADE:
T7�T/I
HARMSEN & ASSOCIATES, IN
DESIGNED PRC
DA
FILE NO. 140-07-91
SCALE 1" = 40' r..{ €,
p
�✓'Y�G
1
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PROFESSIONAL BOX 516 CIVIL ENGINEERING AND LAND SURVEYING
P.O- BOX 516 (206) 794 -7811
DRAWN SMW/DWH
CHECKED HHM
SCALE 1" _ `10
FlEin eooK?s�ncE 22
S%3S% 3
Lf, !/
25 73
17614 — 162ND STREET SE (206) 949 -5909
MONRO$ WA 98272 206 794 -9067 FAX
APPROVED
DIRECTOR a PU6LIC WORKS
SHEET 24 OF 25
II I 1 i I I Al I I I Al I IA I 1 I j I Al ( IA I I I IA 11 1 1 1 1