HomeMy WebLinkAboutzT-2300Set13
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DEPARTMENT OF PUBLIC WORK'S
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#5229C
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6632 SOUTH 1915T PLACE, SU17E' E -102 •Y.ENT,, WA 96032
ti �-
STREET ILLUMINATION PLAN 1
S. 20th
PLACE
PER CITY REVIEW
DT
797
/
DATE: SEP, 1996
JOB NO.
696 -007 -951
RT015 �,.p
amt X01
x 10'
PER CITY REVIEW
DT
ASEMENT (ca
4+
6, 23.50' LT
EET SIGN
39
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NO.
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APPR.
DATE
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STA. 3 +96.6, 25.0' R
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4
3
5' x 1 '
O -EASEM
CITY OF RENTON
2
NT
/
II''®,®eq ENGINEERS c®
TOVMA EN9VINEERS
DEPARTMENT OF PUBLIC WORK'S
r -
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- - -- --
#5229C
4+
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N 8837'38" W - - 768.43 - -- --
6632 SOUTH 1915T PLACE, SU17E' E -102 •Y.ENT,, WA 96032
ti �-
STREET ILLUMINATION PLAN 1
S. 20th
PLACE
PER CITY REVIEW
DT
797
/
DATE: SEP, 1996
JOB NO.
696 -007 -951
RT015 �,.p
amt X01
x 10'
PER CITY REVIEW
DT
ASEMENT (ca
4+
6, 23.50' LT
EET SIGN
39
32 STA.
33
2 +28.4, 25.0' L T
ST
28
-G65, 2j 0' RT
TREET IGN
F_-- -STA. 7 +49.7, .0' LT
I�
2
I i
>V A t EASEMENT
R - 50
14 �\ =
15 17
S.
21st
16
-4i 2 *300
27
26
115231 C' k
_ T 00
S 766.00 - -
— -- - --
o
cz�
24
J
�z I o +oo
7 +73, 30.0' R I /i�/
.STREET SIGN 'L:� 23
T 18 MA TCHLINE STA: 0+51.00
L- EGE1VD
.SERVICE CABINET
Z JUNCTION BOX
ALUMINUM, DAVIT STYLE LIGHT STANDARD W/ 150 w'ATT
r HP SODIUM VAPOR /LUMINAIRE & LAMP -- 25' MOUNTING HEIGHT
LUMINAIRE TO BE M - C - ll DISTRIBUTION FLAT LENS - GE
M250A2 W/ CUTOFF OPTICS.
2 -- -- -- CONDUIT I I
CONCRETE PAD
II STREET SIGN
\�\\ SYMBOLS NOT TO SCALE
00 _100.00'
#5228C
E- 50.00'
— -- - 0+ 17, 30.0' L T
STREET SIGN
lb
SE SHEET 7 OF 2 4 FOR
- - - - - -_- - QTR ET SIGN DETAIL
20' RIGHT OF WAY DEDICATIO
34 STS. o +oo ooT ? atn/ PIAVE _s I + C) I
1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON
STANDARD SPECIFICARONS AND THESE PLANS.
r ^
2 THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMA IF AND SHALL ' q
v 1 BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. 77
\\ O
J. INSTALL ALL STREET LIGH77NG MATERIALS SHOWN ON THE PLANS,
\ v EXCEPT AS NOTED. ALL MA7ERIALS SHALL BE NEW AND OF THE BEST -
\ ^^ `` AVAILABLE GRADE OR QUALITY, EXCEPT AS NOTED.
' U 4. THE CONTRACTOR SHALL SUBMIT A REQUEST TO NE CITY OF RENTON
W FOR MATERIALS APPROVAL AT THE EARLIEST POSSIBLE DATE. I v
N 5. ALL WORK SHALL BE CONSISTANT WITH UTILITY AGENCY REQUIREMENTS I
�) 7HE CONTRACTOR SHALL CONTACT ALL PER77NENT UTILITY AGENCIES
FORTY EIGHT (46) HOURS BEFORE COMMENCING WORK, AND SHALL I
COORDINATE THE WORK WITH THE UTILITIES THROUGHOUT THE PROJECT.
6. THE CONTRAC70R SHALL BE RESPONSIBLE FOR ANY DAMAGE TO
EXISTING U7LITIES THE CONTRACTOR SHALL N077FY THE AFFECTED RECOMMENDED
UTILITY COMPANY AND THE CITY OF RENTON IMMEDIATELY UPON DAMAGE FOR APPRONIAFL
Z THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON CON37RUCTlON (fl BY 1 /%,
ENGINEERING DIVISION AT 277 -5570 FOR INSPECTION PURPOSES
TWENTY -FOUR (24) HOURS BEFORE COMMENCING WORK NO WORK
NTl IT HAS BEEN EXAMINED BY THE ENGINEER G
SHALL BE COVERED U L
— —__ B'' \TF
25 ® STATION BY —_
MONUMENTS TO BE INSTALLED
BENCH MARK
CITY CONTROL MON #1160 . I
S 114 COR SECTION 79 -23 -5
FOUND 112" BRASS BUTTON W /PUNCH >
IN CONCRETE IN CASE (7196) —�— SCALE: 1 = 20
ELEVATION = 18.85'
I
PORTION OF SW 114 OF THE SE 114 OF .SEC 19, TWN 23 N., R 5E., W.M.
CITY OF RENTON
II''®,®eq ENGINEERS c®
TOVMA EN9VINEERS
DEPARTMENT OF PUBLIC WORK'S
OG
�bJ1F wash
WEST VALLEY EXECUTIVE PARK
VALLEY VIEW ESTA %ES
6632 SOUTH 1915T PLACE, SU17E' E -102 •Y.ENT,, WA 96032
PHONE (206) 251 -0665 FAX (205) 251 -0625
STREET ILLUMINATION PLAN 1
9M140 �v
1
PER CITY REVIEW
DT
797
DESIGNED: M. T.
DATE: SEP, 1996
JOB NO.
696 -007 -951
RT015 �,.p
amt X01
%
PER CITY REVIEW
DT
2 .97
CRACK: R.D.Y. v
SCALE
1' = 20'
OWG -NG
6967LUM7
CHECKED: M.T.
APPROVED:
SHEEP: 20 OF: 7J
NO.
®® REVISION
BY
APPR.
DATE
APPROX. LOCATION OF EXSTING UTILITY POLL-
_ N ACTOR TO PROVIDE NECESSARY WIRE & CONDUIT
- - -- -- - - - -- - - - -- - - - - -- - - - - - - -- - SH�1
AVE. S.
00 - -- - -� 00 N 01 28'22" E - -- + - - -- - - -- t -- -- - - -- - - -- - -- - - -- - - -- +- - --
- - -- — -- -- -- — — -- — -- -- — — — — - 00 2+ 00
— - -- -- -- -- --
-
STA 2454.72 Sl /ATTLrCK AVE S
STA 6.135..58
STREET SIGN SEE �����
$ SH1. 7 OF 24 FOR DETAIL
_ ®
CONTACTOR CABINET J�00 SERVICE CABINET
05
A STA. 6 +48.89, 74.5' RT ® JUNCTION BOX
ALUMINUM DAVIT STYLE LIGHT STANDARD W/ 150 WATT
/I HP SODIUM VAPOR /LUMINAIRE & LAMP - 25' MOUNTING HEIGHT
LUMINAIRE TO BE M - C - ll DISTRIBUTION FLAT LENS -- GE
P ' o '111 -..._- - ♦ ♦♦ M25OA2 W/ CUTOFF OPTICS.
CONDUIT
CONCRETE PAD
STREET SIGN, SEE DETAIL ON SH. 1012 4
o° SYMBOLS NOT TO SCALE
— - -_ lJ I I 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON _STATION CN STANDARD SPECIFICA77ONS AND THESE PLANS
MONUMENTS TO BE INSTALLED
_ I2. THE LOCA77ONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL
I BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY.
co J. INSTALL ALL STREET LIGHTING MATERIALS SHOWN ON THE PLANS, BENCH MARK
I I . 0 EXCEPT AS NOTED. ALL MATERIALS SHALL BE NEW AND OF THE BEST CITY CONTROL MON #1160
AVAILABLE GRADE OR QUALITY, EXCEPT AS NOTED. S 114 COR SECTION 19 -23 -5
CC C I 4 THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF RENTON FOUND 112" BRASS BUTTON WIPUNCH
l I FOR MATERIALS APPROVAL AT THE EARLIEST POSSIBLE DATE IN CONCRETE IN CASE (7196)
5. ALL WORK SHALL BE CONSISTANT WITH U77LITY AGENCY REQUIREMEN7S ELEVA TION = 18.85'
Q / n THE CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY AGENCIES
C) I \ I QO FORTY EIGHT (48) HOURS BEFORE COMMENCING WORK, AND SHALL
1 COORDINATE THE WORK WTH THE U77LITIES THROUGHOUT THE PROJECT.
/ I ° °° J I I I 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO
Lo EXISTING UTILITIES THE CONTRACTOR SHALL N077FY THE AFFECTED RECOMMENDED
UTILITY COMPANY AND THE CITY OF RENTON IMMEDIATELY UPON DAMAGE FOR A DPR (-) N AL
7
�_ —� I THE CONTRACTOR SHALL N077FY THE CITY OF RENTON CONSTRUC77ON B' l/L•0✓.
24 / I ENGINEERING DIVISION AT 277 -5570 FOR INSPECTION PURPOSES �A.E // g97
/\ \I I I TWENTY- -FOUR (24) HOURS BEFORE COMMENCING WORK. NO WORK g 6D iATF ,3 IIq�
SHALL BE COVERED UN77L IT HAS BEEN EXAMINED BY THE ENGINEER, 6V -7
P7 4 +� 7.58
BY—
it F
c a z ry EXISTING HOUSE i I � /
SCALE. I" ?D'
N
10 �'ss aNA�gG� 20 0 ' 0 20 40 80
Z 304 I /'�
2 1000
=N 0 28'22" E � �
014 Vls A VE S. - -- 297.50,— - -- - - --
PORTION OF SW 114 OF THE SE 114 OF SEC 19, TWN 23 N., R 5E., W. M.
W — - — - -- - - —r -- - — - —,- CITY OF RENTON
u y5232C N 01'2,1322" E 2 +00 ^ s +co 2 �/ /
L_ 7..0' //5 3aG -STA. 47, 23.0' R T T 9 EXECUTIVE PARK
uEPVALLEY oVIEW E'S l A TES
2 z) 3f PHONS _ STREET ILLUMINATION PLAN 2
------ - - -_ -- _ E 206) 251 -0665 FAX (206) 251 -0625 x 10' ✓OB N0.
EA$ -MENT �_ �� 1 PER CITY REVIEW DT T�97 DESIGNED: M.T. DATE: SEP 1996 696 -001 -951
18 � 19 20 2z1 / 22 2 PER CITY REVIEW DT 2197 DRAWN: R.D.v. SCALE D -No
1 STA. J +O6 T CHECKED: M.T. NOTED T- 21 OF S TA. 9 f I2I 5, 25.0 R T e� EASEMENT
N0. REVISION gy gppR, DAB APPROVED: SHEET: 21 Of: Qy
' 0
ROILL 149 3,1
R/W LINE
TYP CONC. PAD
lyl�- SIDEWALK
CURB
I
ROADWAY
I
1 {� CURB
�.._ _.. -�.... / � SIDEWALK
R/W LINE
10' MIN.
CLEARANCE FROM DRIVEWAY
TYPICAL PLAN VIEW
H 25' 30' 35' � -40'
SL 18 3' 23' 3'. _28 3° 33 3'I
T 0.188_ 0 188 1 0 219 0,219.
4
TAPERED 0 VER 1
T'ALL ALL ROLE N _.� ANG i' -2' S'
SArIN GROUND FINISH
-- HANDHOLE 4'x6' 'SL'
OPE "JING W /COVER
& S.S. SCRLWS,
L GROUND LUG
[ INSrDE POLE
6
TRENCH LOCATION
TYPICAL STREET CROSS SECTION
LIGHT BASE AND JUNCTION BOX LOCATIONS
CIRCUIT WIRES TO LIGHTING RUNS 1
PHOTO -CELL TO GROUND
MOUNTED ON WIRING COLOR CODE ROD
NEAREST A. WHITE JACKET (NEUTRAL)
LUMINAIRE B. BLACK JACKET (LIND
C, GREEN JACKET (GROUND)
D. RED JACKET (LOAD)
E. GREEN OR BARE WIRE (GROUND)
STREET LIGHTING CONTACTOR
^ "C.4B1NET SCHEMA TIC
JUNCTION 9CX
STREET L..IGHTING CONTACTOR
CABINET
ARM LENGTH
WIRING SCHEMATIC
NOTES:
1
TYPE III SfF ,VICE 120/240
VOLT
4'
_ -e _ _I
B
ITEM
TYPE
_
100 A MAIN100 A MAIN
The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2
2
ALTERNATE A ALTERNATE B
TYPE 2
2 PO20
150 WATTS
Boxes shall be 28% minimum of overall thickness.
Box Outside length
22" 22"
33"
ULWJ
Lid support members shall be welded to the frame.
Box Outside Width
17" 17"
22 1/2"
4'
A
4000PSI concrete is allowed if box reinforcement consists of 6 X 6 - W3 X W3 welded
Box Inside Length.
_
18" 19'
^' L-
wire fabric welded to the frame.
2 P
13" 14'
_28" _
1%"
m °
:�`
,�� 4 �
When noted in the contract. Type 2 and Type 3 Boxes sholl be provided with 12" deep
Lid Length
18" _ 18" _26
13"
Q2"
11'
BRANCH
_ _ € -
extension boxes.
When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 1/2" 10
Lid Width _
Box Depth
13"
12 12
--
�
- `-- _ m" -- -
gage divider plate complete with as eners.
5232C
120/216
5 /16
_12
5/16"_ -
--
- -- - - - -- --
Non - concrete Boxes may be submitted for approval. Evaluation will include an H -20
--
Wall Thickness (Min.
. -5/16
1 1/2 1 1/2"
1 1/2°
4'
PLAN VEW
Load Test.
DAVIS AVE ';
TEST
CONTRACTOR CABINET #0005 - LABEL ON WEST SIDE OF CABINET WITH SAME LETTERING AS
STREET LIGHT POLES STA 6 +43.7, 17'RT
SWITCH
15 A 20 A
B
A
C
B
TERMINAL
B
B
t(G
BLOCK
B
B
B
A UTIPLU
A
A A
STREET LIGI-
_
_
CONTACTORS
CIRCUIT WIRES TO LIGHTING RUNS 1
PHOTO -CELL TO GROUND
MOUNTED ON WIRING COLOR CODE ROD
NEAREST A. WHITE JACKET (NEUTRAL)
LUMINAIRE B. BLACK JACKET (LIND
C, GREEN JACKET (GROUND)
D. RED JACKET (LOAD)
E. GREEN OR BARE WIRE (GROUND)
STREET LIGHTING CONTACTOR
^ "C.4B1NET SCHEMA TIC
JUNCTION 9CX
DIMENSION TABLE
MH
ARM LENGTH
Y A __
NOTES:
1
BOX TYPE
25'
4'
_ -e _ _I
All dimensions are minimum. Exact configurations vary among different manufacturers.
ITEM
TYPE
_
The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2
2
ALTERNATE A ALTERNATE B
TYPE 2
4'
150 WATTS
Boxes shall be 28% minimum of overall thickness.
Box Outside length
22" 22"
33"
'T -ter - _ter
Lid support members shall be welded to the frame.
Box Outside Width
17" 17"
22 1/2"
4'
x
4000PSI concrete is allowed if box reinforcement consists of 6 X 6 - W3 X W3 welded
Box Inside Length.
_
18" 19'
^' L-
wire fabric welded to the frame.
Box Inside Width
13" 14'
_28" _
1%"
m °
:�`
,�� 4 �
When noted in the contract. Type 2 and Type 3 Boxes sholl be provided with 12" deep
Lid Length
18" _ 18" _26
13"
Q2"
11'
_ _ € -
extension boxes.
When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 1/2" 10
Lid Width _
Box Depth
13"
12 12
--
�
- `-- _ m" -- -
gage divider plate complete with as eners.
5232C
Lid & Frame Depth_
5 /16
_12
5/16"_ -
--
- -- - - - -- --
Non - concrete Boxes may be submitted for approval. Evaluation will include an H -20
--
Wall Thickness (Min.
. -5/16
1 1/2 1 1/2"
1 1/2°
4'
PLAN VEW
Load Test.
A �I VARIABLE
° K
Da 0
ITEM MATERIALS I 4
Box_ 6000 PSI concrete (See Notes ELEVATION MEW
• Frame _Diamond Plate Steel - A786
• Lid Support 1LTMin. Thick Steel C, L or T. - A36
• Lid Diamond Plate Steel - A786 FRONT VIEW SIDE VIEW
Anchors Steel Wire or Tee Plate - _ -
Reinforcement ASTM A -82 Steel TYPICAL LIGHT BASE AND JUNCTION BOX
*GALVANIZED STEEL CONCRETE PAD
MIN Mme' Max.
6" GRAVEL PAD 3' -0'
COMPACTED
_�I',. •° age ,<saa
TYPICAL JUNCTION BOX INSTALLATION DETAILS
NM
LEGEND DETAIL k L) - -= —� - _ -. - -._
L___ J I- DE
SIGNALS FRDNT VIEW SIDE VIEW
LIGHTING TYPICAL JUNCTION BOX °B'
TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND f-{j° TYPE •I• eox CONCRETE PAD
L TYPE •u• BOX
c HOOKOOK DETAIL PLAN SYMBOLS
= (z Hooka Per ue) h 40' .{ � 3'-0'
.{
Form- Letters with 1 /8' Weld —_
4
Bead. Grind off Diamond
Pattern before forming '- N "�
letters. ILLUMINATION SYSTEM LEGEND L H L
FRONT VIEW SIDE VIEW
JUNCTION
JUNCTION BOX DETAILS TYPICAL CONCRETE PAD X 'G°
TYPICAL CONCRETE PAD DETAILS
l IIAA1A1A1Pr_ cr1- A4F`nIII F—
POLE I.D.#
POLE LOCATION
MH
ARM LENGTH
LUMINAIRE
C.R. POLE ID off
1
STA 2 +28.4, 25' LT.
25'
4'
150 WATTS
5228C
2 - #8 TH,W CU.
S. 20th PLACE
2" PVC - SCH. 40
2
STA 3 +96.6, 25 R
25'
4'
150 WATTS
5229C
S. 20th PLACE
3
STA 5 +54.5, 25' R T
25'
4'
50 WATTS
52306
DAMS AVE S.
4
STA 7 +41.7, 23 LL
25'
4'
150 WATTS
5231C
S. 21st ST
5
STA 1 +12.5, 25 R
25'
4'
150 WATTS
5232C
DAVIS AVE S.
6
STA 3 +20.0, 25 RT.
25
4'
150 WATTS
5234C
DAVIS AVE ';
CONTRACTOR CABINET #0005 - LABEL ON WEST SIDE OF CABINET WITH SAME LETTERING AS
STREET LIGHT POLES STA 6 +43.7, 17'RT
NOTES
1. INSTALL ALUMINUM DAVIT STYLE LIGHT STANDARD W/ 150 WATT
HP SODIUM VAPOR /LUMINAIRE & 1 AMP - 25 MOUNTING HEIGHT
LUMINAIRE TO BE M - C - ll DISTRIBUTION FLAT LENS - GE
M25OA2 W/ CUTOFF OPTICS.
2. INSTALL TYPE "B" JUNCTION BOX.
3 INSTALL STREET LIGHT CONTRACTOR CABINET 1201240 VOLT TYPE 111
GROUNDED NEUTRAL. SERVICE.
PROVIDE CIRCUIT BREAKERS & ONE CONTACTOR CABINET AS SHOWN IN
DETAIL ABOVE.
b�1R wA, G
v1
�AA8470 a�4'
V'' 1
3 ANAL �
F.XPIP.ES 8/22/9Y
1
RO�LL 1419 D32
CONDUIT & WIRING SCHFDULE
RUN NO.
CONDUIT
SCHEDULE
1
2" PVC - SCH. 80
3 - #2 SERVICE
2L
2" PVC - SCH. 40
2 - #8 T H. W CU.
3�
2" PVC - SCH. 80
2 - #8 TH,W CU.
2" PVC - SCH. 40
ToulwA ENGINEERS
WEST VALLEY EXECUTIVE PARK
6632 SOUTH 791ST PLACE, SUITE E -102 ° KENT, WA 98032
PHONE (206) 251 -0665 FAX (206) 251 -0625
PER CITY REVIEW OT 2797
RECOMMENDED
FOR APPRnVAL
T //
R I)AI
nJ[F—
i•
i
_-Z30663
CITY OF RENT ®N
DEPARTMENT OF PUBLIC WORKS
VALLEY WEW ESTATES
STREET ILLUMINATION DETAILS 2
DESIGNED: JOB NO.
DATE: SEP 1996 696 -001 -957
DRAWN: R.D.V SCALE oWC -NO
C.HF -r. MT N. A. 6961LDT2
NO. REVISION BY APPR. WE APPROVED:
SHEET:23 OF_ P4
8 I 7 I 6
E`
C)t-
0 1O o
I I
� O �
od % 4 +
PT = 5 +16.09
Q
(!) 11 Lo 30
I
STA. 4 +07.3, 25.0' RT
5 4 3
5' x 10'
EASEMENT
3 �--#5229C
-
3-(-00
N 88639'38" W 968.43'
2 S. 20th PLACE ~ �2
II
4 Ni
5' x 1 +
EASEM NT
4+ 6, 23.50' LT
33
ST EET SIGN 31 32 STA. 2+ 0.1, 25. 0' L T
I�
Q 2 I y5231C
2
(il 2 I �I
\�
5' x 10' Ic
12 EASEMENT N
Q GIN ® 27
o I�
28
29
6+65, 2 0' RT 26
I STREET GN
STA. 7 +52. 2,3.0' L T
PC = 6+27.59
13 W
t
5' x 10 ' — 2 — — — — — — — — — — — — — — — — — — —
I O EASEME T r 1
\ V �
\ \
R = 50' 25 \ k�
J/5231C
— — — --, — _ +00
14 7-/-00 S 8839 38" E 966 00 - - - --{- -
0
\�
2 STA: 7+98.90 24
= O +OD
7+73, 30.0' RT
17
15 STREET SIGN 23
S 27 t 18
IRO ° *.* — 230®
2
2
34
LEGEND
® SERVICE CABINET
® ✓UNC77ON BOX
ALUMINUM DAVIT STYLE LIGHT STANDARD W/ 150 WATT
HP SODIUM VAPOR /LUMINAIRE & LAMP — 25' MOUNTING HEIGHT
LUMINAIRE TO BE M — C — H DISTRIBUTION FLAT LENS — GE
M250A2 W/ CUTOFF OPTICS.
CONDUIT I I I
I�
I
CONCRETE PAD
STREET SIGN I O
SYMBOLS � OT TO SCALE
12g-,51'3 E 100.00'
III �
I
\ \ — S 8S `31 '38" E 150.00'
0+17, 30.0' LT
STOP SIGN &
STREET SIGN
- - - - - -- ___ I I
.
--------------------
SE SHEET 7 OF 24 FOR
20' ROADWAY EASEMENT I 1ST EET SIGM DETAIL.
STA 8 +39.22 (3 TTUCK AVE S) = I + }�
STA. 0 +00.00 (S 20th] PL °
1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON
STANDARD SPECIFICATIONS AND THESE PLANS �I
r� 2 THE LOCA77ONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL I I�
v 1 BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY.
J. INSTALL ALL STREET LIGHTING MATERIALS SHOWN ON THE PLANS,
Q) EXCEPT AS NOTED. ALL MATERIALS SHALL BE NEW AND OF THE BEST ®\ I
AVAILABLE GRADE OR QUALITY, EXCEPT AS N07ED. -
N 4. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF RENTON
co FOR MATERIALS APPROVAL AT THE EARLIEST POSSIBLE DATE.
N 5. ALL WORK SHALL BE CONSISTANT WITH UTILITY AGENCY REQUIREMENTS.
N THE CONTRACTOR SHALL CONTACT ALL PER77NENT UTILITY AGENCIES
FORTY EIGHT (46) HOURS BEFORE COMMENCING WORK, AND SHALL
` COORDINA7F THE WORK WITH THE I)MITES THROUGHOUT THE PROJECT.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO
EXISTNG UTUTES THE CONTRACTOR SHALL NOTIFY THE AFFECTED
U77LITY COMPANY AND THE CITY OF RENTON IMMEDIATELY UPON DAMAGE. T
7 THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON CONSTRUCTION (ny
ENGINEERING DIVISION AT 277 -5570. FOR INSPEC77ON PURPOSES V J
TWENTY -FOUR (24) HOURS BEFORE COMMENCING WORK. NO WORK
SHALL BE COVERED UNTIL IT HAS BEEN EXAMINED BY THE ENGINEER.
0 STATION MONUMENTS
O LLED
BENCH MARK
CITY CONTROL MON X4'1160
5114 COR SECTION 19 -23 -5
FOUND 112° BRASS BUTTON W /PUNCH
IN FLEW CRE7E I N BS SE (7196)
SCALE: 1 " = 20'
AS BOIL T BASED ON FIELD SURVEY PERFORMED
BY TOUMA ENGINEERS, DEC. 1997
PORTION OF SW 114 OF THE SE 114 OF SEC 19, TWN 23 N., R 5E., W.M.
S ] , MA TCHLINE STA: 0 -51.00 ,R x
REPLOTTED JAN. 1998 FOR AS BUILT
O��oF w OU
s< o
Strnaa.
LOCATION OF STREET LIGHTS
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APPROX. LOCATION OF EXSTINC UTILITY POLL
I CONT ACTOR TO PROVIDE NECESSARY WIRE &r CONDUIT
--- - - - - -_ - j -- �,-- +- --
SHATTUCK AVE. S.
4-,= 00 N 01 28'22 ' E 4- -
- — — — — — 3- 00 00
STREETvSIGN SEE
LEGEND
SH T 7 OF 24 FOR DETAIL.
CONTRACTOR CABINET f0005 ® SERVICE CABINET
STA. 6 +43.7, 17' RT
® JUNCTION BOX
ALUMINUM DAVIT STYLE LIGHT STANDARD W/ 150 WATT
HP SODIUM VAPOR /LUMINA/RE & LAMP - 25' MOUNTING HEIGHT
LUMINAIRE TO BE M - C - 11 DISTRIBUTION FLAT LENS - GE
M25OA2 W/ CUTOFF OPTICS.
CONDUIT
CONCRETE PAD
STREET SIGN, SEE DETAIL SHT. 7 OF 24
SYMBOLS NOT TO SCALE
T. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON STATION MONUMENTS
STANDARD SPECIRCA77ONS AND THESE PLANS. ® To BE7R=LED
2 THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BENCH MARK
BE VERIFIED IN THE FlELD BY THE CONTRACTOR AS NECESSARY. CITY CONTROL MON #1160
J INSTALL ALL STREET LIGHTING MATERIALS SHOWN ON THE PLANS S114 COR SECTION 19 -23 -5
EXCEPT AS NOTED. ALL MA7ERIALS SHALL BE NEW AND OF 7HE BEST FOUND 112° BRASS BUTTON W /PUNCH
AVAILABLE GRADE OR QUALITY, EXCEPT AS NOTED. IN CONCRETE IN CASE (7196)
4. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF RENTON ELEVATION = 18.85
FOR MATERIALS APPROVAL AT THE EARLIEST POSSIBLE DA 7F.
5 ALL WORK SHALL BE CONS/STANT WITH UTILITY AGENCY REQUIREMENTS
THE CONTRACTOR SHALL CONTACT ALL PER77NENT U77LITY AGENCIES
FORTY EIGHT (48) HOURS BEFORE COMMENCING WORK, AND SHALL
COORDINA7E THE WORK WITH 7HE U77LI77ES THROUGHOUT THE PROJECT.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO
EXIS77NG URLIAES THE CON7RACTOR SHALL N077FY THE AFFECTED
U77LITY COMPANY AND 7HE CITY OF RENTON IMMEDIATELY UPON DAMAGE
7 THE CONTRACTOR SHALL N077FY THE CITY OF RENTON CONS7RUC77ON
ENGINEERING DIVISION AT 277 -5570 FOR INSPEC77ON PURPOSES
TWENTY -FOUR (24) HOURS BEFORE COMMENCING WORK. NO WORK
SHALL BE COVERED UN77L IT HAS BEEN EXAMINED BY THE ENGINEER.
REPLOTTED JAN. 1998 FOR ASBU /LT
LOCATION OF STREET LIGHTS
SCALE: 1 " = 20'
20 1 o To 20 40 80
A 0�
Eew Nz AS BUILT BASED ON FIELD SURVEY PERFORMED
&9470 r,FI� BY TOUMA ENGINEERS, DEC. 1997
ORAL 1$
PORTION OF SW 114 OF THE SE 1 /4 OF SEC 19, TWN 23 N., R 5E., W.M.
L �T3, 7- -2 aooS T
ROLL158
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-- TYP. CONC. PAD
�I U
U
3
CURB
- - - - - - - - - - - - _ SIDEWALK
-_ — - �� R/W LINE
I� -_
"10' MIN,
CLEARANCE FROM DRIVEWAY
TYPICAL PLAN VIEW
R/W LINE
SIDEWALK
CURB
r ROADWAY
H 1 25' 30' 35' 40'
SL 1 18-3' 23'-3'128-3- 133 ' -3'
T 0.188 0,188 0.219 .219
TAPERED ALUM. POLE
,_1_SATINA GROU DO FINISH T6
HANDHOLE 4'x6'
OPENING W /COVER
& S.S. SCREWS.
GROUND LUG
INSIDE POLE
2' To 4'
OVERHANG 1'-2'-_
'H'
SL'
LJ TRENCH LOCATIBN-' LLU
TYPICAL STREET CROSS SECTION
LIGHT BASE AND JUNCTION BOX LOCH TIONS
STREET LIGHTING CONTACTOR CABINET
WIRING SCHEMATIC
TYPE III SERVICE 1a0 /240 VOLT
100 A MAIN BREAKER (MIN.
2 POLE 240 VOLT
20 A
2 P
BRANCH BREAKERS
120/240 VOLT z
16 POLE R I
TEST
SWITCH -� 15 A 20 A
TERMINAL
BLOCK—
UTILITY
PLUG (GPI)
STREET LIGHT NG
CONTACTORS
CIRCUIT WIRES TO LIGHTING RUNS
PHOTO -CELL
MOUNTED ON WIRING COLOR CODE
NEAREST A, WHITE JACKET (NEUTRAL)
ti LUMINAIRE B. BLACK JACKET (LINE)
C. GREEN JACKET (GROUND)
D. RED JACKET (LOAD)
E. GREEN OR BARE WIRE (GROUND)
STREET LIGHTING CONTACTOR
HK ET SCHEMA TIC
JUNCTION BOX DIMENSION TABLE
M
R ITEM
K
BOX TYPE
TYPE 1
ALTERNATE A ALTERNATE B
TYPE 2
A Box Outside length
22"
_
35
B Box Outside Width
17'
17"
122 1 2°
C Box Inside Length
18"
19°
1 28°
D Box Inside Width
13"
147
1 17"
E Lid Length
19,
18°
126 1 1Z
F Lid Width
13°
1S'
1 17'
G Box Depth
1 12
12"
12°
H Lid & Frame De th
5116'
5/1
5/16-
J Wall Thickness Min.
1 11Z
1 11Z
1 i Y'
K Plire Reinforcement
W -3
W -2.5
W -2.5
L Le end
See Detail
See Detail
See Detail
ITEM MATERIALS
Box 6000 PSI concrete See Notes
* Frame Diamond Plate Steel - A786
* Lid Support 1 87Mm. Thick Steel C, L or T. - A36
* Lid Diamond Plate Steel - A786
Anchors Steel Wire or Tee Plate
Reinforcement ASTM A -82 Steel
* GALVANIZED STEEL
LEGEND DETAIL (Mark Q
A
SIGNALS
T S1
LIGHTING
All dimensions are minimum. Exact configurations vary among different manufacturers.
TS-LT
STA SST, 25' LT.
TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND
Form-Letters with 1/8" Weld
�_ 1 I _
Bead_ Grind off Diamond
i
Pattern before forming
2 " PVC - SCH. 40
letters. ILLUMINATION SYSTEM LEGEND
3' -0'
7' -0'�I VARIABLE
cfj i q• K
j 0 1' -6 .0
4-1
j
I -
L I 1 6 GRAVEL PAD
COMPACTED
TYPICAL JUNCTION BOX INSTALLATION DETAILS
_F 11 ® TYPE T BOX
Q TYPE 'Il' BOX
L- <1xix3 /16, 1 "Inng
HOOK DETAIL PLAN SYMBOLS
(2 undo w De)
JUNCTION BOX DETAILS
lI1A,f1AIA1R47 1I
POLE I.D.#
A
NOTES:
ARM LENGTH
c I
All dimensions are minimum. Exact configurations vary among different manufacturers.
1 Z +40.1
STA SST, 25' LT.
The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2
j
150 WATTS
Boxes shall be 28% minimum of overall thickness.
i
S. 20th PLACE
2 " PVC - SCH. 40
3 - # 12 T.H. W. ( PEC )
2 - #8 T H. W. CU.
Lid support members shall be welded to the frame.
IZ
STA 25 RT
25'
4000PSI concrete is allowed if box reinforcement consists of 6 X 6 - W3 X W3 welded
150 WATTS
5229C
L
S. 20th PLACE
wire' "fabric welded to the frame.
�I
5 +68.8
3
When noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12" deep
25'
E
150 WATTS
5230(
extension boxes.
DAVIS AVE S.
j
When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 1/2 10
-'"
STA J4- 0�.� 23 L T.
gage divider plate complete with fasteners.
(
150 WA TTS
Non - concrete Boxes may be submitted for approval. Evaluation will include an H -20
PLAN VIEW
Load Test.
3' -0'
7' -0'�I VARIABLE
cfj i q• K
j 0 1' -6 .0
4-1
j
I -
L I 1 6 GRAVEL PAD
COMPACTED
TYPICAL JUNCTION BOX INSTALLATION DETAILS
_F 11 ® TYPE T BOX
Q TYPE 'Il' BOX
L- <1xix3 /16, 1 "Inng
HOOK DETAIL PLAN SYMBOLS
(2 undo w De)
JUNCTION BOX DETAILS
lI1A,f1AIA1R47 1I
POLE I.D.#
POLE LOCATION
MH
ARM LENGTH
LUMINAIRE
C.R. POLE ID #
1 Z +40.1
STA SST, 25' LT.
25'
4'
150 WATTS
5228C
2 - #8 T H. W. CU.
S. 20th PLACE
2 " PVC - SCH. 40
3 - # 12 T.H. W. ( PEC )
2 - #8 T H. W. CU.
2
STA 25 RT
25'
4'
150 WATTS
5229C
S. 20th PLACE
5 +68.8
3
STA �5 L 25' RT'
25'
4'
150 WATTS
5230(
DAVIS AVE S.
4 7+52.0
STA J4- 0�.� 23 L T.
25'
4'
150 WA TTS
5231C
S. 21st ST
5 1 +03.7
STA 1 . '�L 25 ,4T.
25'
4'
150 WATTS
5232(
DAVIS AVE S.
6 3+DIP,0
STA R
25'
4'
150 WATTS
5234C
DAVIS AVE S.
CONTRACTOR CABINET #0005 - LABEL ON WEST SIDE OF CABINET WITH SAME LETTERING AS
STREET LIGHT POLES; STA 6 +43.7, 17'RT
NOTES.
1. INSTALL ALUMINUM DAVIT STYLE LIGHT STANDARD W/ 150 WATT
TO GROUND HP SODIUM VAPOR /LUMINAIRE & LAMP - 25' MOUNTING HEIGHT
ROD LUMINAIRE TO BE M - C - lI DISTRIBUTION FLAT LENS - GE
M250A2 W/ CUTOFF OPTICS.
2. INSTALL TYPE 'B" JUNCTION BOX.
3. INSTALL STREET LIGHT CONTRACTOR CABINET 1201240 VOLT TYPE Ill
GROUNDED NEUTRAL SERVICE.
PROVIDE CIRCUIT BREAKERS & ONE CONTACTOR CABINET AS SHOWN IN
DETAIL ABOVE.
H.
A T c
m _
0470
ORAL
EXPLRE9 6/22/
FRONT VIEW SIDE VIEW
TYPICAL LIGHT BASE AND JUNCTI ❑N BOX
CONCRETE PAD
h
3'-V - h 30'
�
I I I I
FRONT VIEW SIDE VIEW
TYPICAL JUNCTI ❑N BOX 'B'
CONCRETE PAP
4'� °° 4
T
I I I I
L L L - -J
FRONT VIEW SIDE VIEW
TYPICAL. JUNCTI ❑N BOX 'G'
CONCRETE PIED
TYPICAL CONCRETE PAD DETAILS
CONDUIT & WIRING SCHFDULE
RUN NO.
CONDUIT
SCHEDULE
2" PVC - SCH. 80
3 - #2 SERVICE
L
2" PVC - SCH. 40
2 - #8 T H. W. CU.
2" PVC - SCH. 80
2 - #8 T H. W. CU.
4�
2 " PVC - SCH. 40
3 - # 12 T.H. W. ( PEC )
2 - #8 T H. W. CU.
RECOMMENDED
FOR APPROVAL,
8.
AS BUIL T BASED ON FIELD SURVEY PERFORMED
BY TOUMA ENGINEERS, DEC. 1997
TOUMA ENGINEERS
WEST VALLEY EXECUTIVE PARK
6632 SOUTH 191ST PLACE, SUITE E -102 • KENT, WA 98032
PHONE (206) 251 -0665 FAX (206) 251 -0625
PER CITY REVIEW I DT 219.
NO. I REVISION BY I APPR
r?'• T-
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ROLL,5
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CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
VALLEY !!EW ESTA TES
STREET ILLUMINATION DETAILS 2
TED: JOB NO.
DATE: SEP 1996 696- 001 -951
R.D.V. SCALEp n owC -No ^„ --
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