HomeMy WebLinkAboutR-410928O
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LEGAL DESCRIPTION
THE NORTH 2 z ACRES OF THE SOUTH EAST QUARTER OF THE
SOUTHEAST QUARTER OF NORTHWEST QUARTER IN SECTION 5,
TOWNSHIP 22 NORTH, RANGE 5 EAST 5 EAST, W.M IN KING COUNTY
WASHINGTON.
EXCEPT THE EAST 30 FEET FOR ROAD.
ALSO EXCEPT THE RIGHT OF WAY FOR 106TH AVENUE SOUTHEAST
AND ALSO EXCEPT THAT PORTION THERE OF CONVEYED TO THE STATE
OF WASHINGTON FOR STATE ROUTE 515 BY DEED RECORDED UNDER
RECORDING NO 8906291184:
SITUATED IN THE CITY OF RENTON, COUNTY OF KING, STATE OF
WASHINGTON
SITE DATA
TAX PARCEL NO: 052205 9078
SITE ADDRESS: #19805 108TH AVE SE RENTON,
WA 98055
TOTAL SITE AREA: 97,174 SF
ZONING: R-4
POLE CAP ALLOY 43
WITH S.S. SCREWS
LID
I /
4 1/2" O.D.
GROUND LUG WITH
3/8" DIAMETER
HOLE OPPOSITE
HANDHOLE I
BRACKET OR MAST ARM LENGTH
SHOWN ON STREET LIGHTING PLANS
WIRE HOLE WITH
1" I.D. RUBBER
GROMMET ,
TAPERED BRACKET
0.125" WALL ALLOY 6063-T6
EXTRUDED POLE PLATE ALLOY
6063-T6 WITH 1/2"-.13 NC
ALUMINUM HARDWARE
TAPERED ALUMINUM TUBE
0.250 WALL ALLOY 6063-T6
SATIN GROUND FINISH
3'-6" MIN.
NO. 151 HANDHOLE (4"X6" NOMINAL)
ALLOY A356 T6 NON -FLUSH WITH
COVER AN S.S. HEX. HEAD SCREWS
(FRAME TAPPED 1/2" .13 NC FOR
GROUNDING). MOUNT ON SIDEWALK 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH DESIGN AND
SIDE CONSTRUCTION STANDARDS SECTION 6.14 AND REFER TO
WSDOT STANDARD SPECIFICATION SEC. 8-20.2(1)
BASE FLANGE ALLOY A356 T6 WITH 2. MOUNTING HEIGHT INCREASES BY 6" WHEN BREAKAWAY
BOLT COVERS AND S.S. HEX. HEAD COUPLINGS ARE USED.
SCREW 3. APPROVED LIGHT POLES ARE VALMONT SERIES 21 AND SERIES
GROUT BETWEEN BASE FLANGE AND 22 STANDARDS AND MAST ARMS
FOUNDATION IF A BREAKAWAY 4. APPROVED LIGHT FIXTURES ARE AUTOBAHN ATBM H MVOLT R3
COUPLER IS NOT REQUIRED NL P7.
BREAKAWAY COUPLER SEE SECTION SEE CURB AND GUTTER DETAILS
6.14.0 AND STANDARD PLAN 6-89 FOR ADDITIONAL INFORMATION
FOR FOUNDATION AND ]-BOX.
NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT
AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE
WASF
FA ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT
�� OF I1 �� THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST.
���� CITY OF DENT
ENGINEERING DEPARTMENT
KENT CITY LIGHT STANDARD
38296
WASHINGTON
r� w
0 I STERN �1y� DESIGNED
COK SCALE NONE STANDARD PLAN
DRAWNCOK
SSIQAAL CHECKED COK DATE 12/2019 6 - 8 6
APPROVED ENGINEER
ELEVATION - 40 FOOT
2" N.T.S.
SLIP FITTER
40 FOOT MOUNTING
I HEIGHT
2'-0" MIN.
SEE DETAIL 6-86A
FOR STRAIN RELIEF
SIDEWALK DRIVEWAY-
- L FACE
10' MIN. OF
CLEARANCE CURB
FROM DRIVEWAY
AGI- CALCULZATION ZONE
PRINTOUT
COMPONENT SCHEDULE
1 METERBASE: 100 AMP ILLUSTRATED. PROVIDE 150 AMP WHEN AND IF DESIGN LOAD REQUIRES, 4 JAW SAFETY SOCKET, AW #114TB, WITH 5TH
JAW AT 9:00 POSITION (CONTRACTOR TO VERIFY WITH SERVING UTILITY).
2 PANELBOARD: 120/240 VAC, 100 AMP (150 AMP IF NEEDED), 1 PHASE, 3 WIRE, COPPER BUS, 12 CKT 100 AMP MAIN BREAKER, WESTINGHOUSE
BAB2100, 2 POLE WESTINGHOUSE BAB BOLT -ON BRANCH BREAKERS:
4-20/2 ILLUMINATION BRANCH;
1-40/1 SIGNAL BRANCH;
1-20/1 GROUND FAULT RECEPTACLE & CONTROL BRANCH.
-SEE NOTE 4
3 CONTACTOR: LIGHTING RATED, 30 AMP, 4 POLE, 120 VAC COIL, (AS REQUIRED).
4 PHOTO ELECTRIC CELL: 1800VA, 120 VAC, ALR #SST-IES (PER WSDOT SPEC).
5 PHOTO -CELL BYPASS SWITCH, SPDT, 15 AMP, 277 VAC.
6 GROUND FAULT RECEPTACLE, 120 VAC, DUPLEX, 20A
CABINET: NEMA 3R, PADMOUNT, 1/8" ALUMINUM CONSTRUCTION, 2CL
SCREENED AND GASKETED VENTS M
DOORS: HEAVY DUTY CONCEALED HINGES (LIFT-OFF TYPE) SEE NOTE 1
STAINLESS STEEL VAULT HANDLES, PADLOCKABLE METER DOOR
BEST BLUE CONSTRUCTION LOCK ON DISTRIBUTION DOOR SEE NOTE 2
POLISHED WIRE GLASS WINDOW IN METER DOOR `D
CLOSED CELL NEOPRENE GASKET, CARD HOLDER °
FINISH: POLYESTER POWDER COAT, NONE OUTSIDE, WHITE INSIDE LU ° }
z
120/240 VAC SEE NOTE 5 = -
1° 3W
1-® M
SEE NOTE 3 EE NOTE 6
METER
BASE
MAIN
CONTROL
SIGNAL
'LTG
L
ONE -LINE DIAGRAM
PHOTO 0
ELECTRIC CELL 6" 2" (lYP)
0.17'
��
I
L_
TEST
SWITCH
GROUND
FAULT
RECEPTACLE
0
E-
24" 1611
Go;
SERVICE CABINET
SKYLINE CABINET SERIES 47700-KM-100 OR APPROVED EQUAL BY TESCOR.
METERING SECTION CLEARANCES & EQUIPMENT PER PSE AND EUSERC
UL LISTED PER STANDARD #508
SUITABLE FOR USE AS SERVICE ENTRANCE EQUIPMENT
CABINET
FINISHED
FRONT SURFACE SIDE
CONDUITS TO BE
INSTALLED WITHIN THE
CONCRETE PEDESTAL TO
SERVE THE CABINETS (TYP)
in
D o°
� 4
ri p
4
CLASS 3000
CONCRETE BASE
CONCRETE BASE
20"
NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT
AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE
j� F � I ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT
�� pF WASly j THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST,
Qq"�'T 4 �00 CITY OF KEN`-'
�r7 \ �� ENGINEERING DEPARTMENT
ti • SERVICE CABINET, CONCRETE
KENT 38296 BASE AND ONE LINE DIAGRAM
C� WA8HINOTON
�
GIST �'�� DIESIGNE
COK SCALE NONE STANDARD PLAN
DRAWNCOK
sSIONAL CHECKED COK DATE 2-2019 6 — g 6
E
APPROVED NGINEER
PROPOSED KENT SERVICE CABINET
SURVEY BENCHMARK
CITY 0E KENT BENCHMARK NO 7073 PUNCH IN 3" BRASS DISC,
INCASED, LOCATED AT THE INTERSECTION DE SOUTH 2O0TH
STREET AND 100TH AVE SOUTHEAST. ELEVATION: 343.77 FEET
SURVEY
CENTREPOINTE CONSULTANTS 14209 29TH ST E #105
SUMNER, WA 98390 PHONE: (253) 987-7859
CONSULTANT
MAINLAND ENGINEERING DESIGN CORPORATION
UNIT 206 8363 128TH STREET
SURREY, B.C. V3W 401
TEL: (604) 543 8044 FAX: (604) 543 8104
EMAIL: CIVIL@MAINLANDENG.COM
4,
UPDATED PER CITY COMMENTS
MK
2022/04/19
3,
UPDATED PER CITY COMMENTS
MK
2021 /09/29
2.
UPDATED PER CITY COMMENTS
MK
2021 /03/08
1,
DRAWING ISSUED FOR KENT LIGHTING
MK
2020/08/24
N0.
REVISION
BY
DATE
SURVEYED:
SURVEYED
A B
DESIGNED:
RM
AB
A B
DRAWN:
MK
AB
CHECKED:
RM
APPR
APPROVED:
AB
FUTURE 40' - --
LIGHT -
STANDARD
C/W 190E LED
150W NG
150 E HPS
ON PSE
POLE
X
TERMINATE
CONDUIT INSIDE
PROPOSEDJBOX
UTILITY SERVICE
FROM THIS POLE
10OA-120/240V
SERVICE
CABINET
CONDUIT INSIDE
PROPOSEDJBOX
..YyV
EXISTING
15OW LIPS
GN PSE
POLEXISTING
/
E SANITARY
MANHOLE
LEAVE EMPTY
STUB -OUT
3" FROM JBOX
Z
OFUTURE
40'
Z
LIGHT
STANDARD
C/W 190W LED
W
0 O
H
L.�
HYDRANT
V V
PLAN SCALE. 1 "50'
2022-07-26
SCALE:
VERTICAL: NAVD 1988
1 s _50 HORIZONTAL: NAD 1983/1991
ONE INCH D A TU M
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
O
M
N
VICINITY MAP
1 " 1 000'
CONSTRUCTION NOTES:
1. ALL LUMINAIRES SHALL BE SUPPLIED AND INSTALLED TO SUIT THE
CURRENT EDITION OF THE CITY OF KENT GENERAL CONDITIONS.
2. ALL CONSTRUCTION OF THE STREET LIGHTING SYSTEM SHALL MEET
ALL THE GENERAL CONDITIONS OF THE CITY DE KENT AND KENT
REFERENCES TO WSDOT STREET LIGHTING STANDARDS.
LIGHTING LEGEND
PROPOSED 40 FOOT LIGHT STANDARD WITH 12 FOOT MAST ARM C/W 190W AUTOBAHN
LED FIXTURE (ATBM H MVOLT R3 NV PL)
FUTURE 40' POLE IF FUTURE RE -DEVELOPMENT OF EAST SIDE OF 108 AVE
---- WERE TO TAKE PLACE (LIGHTING CALCULATIONS BASED ON FUTURE DAVITS)
- 3#8 USE-2 Conductors & 1#12 USE-2 BOND inside 2" Schedule 80 RPVC Conduit
C.O. 2" Schedule 80 RPVC Conduit only
D.S. 2" Schedule 80 RPVC U/G Dip Service C/W 3#2 USE-2 Service Conductors
ITT Service Cabinet ( Voltage 120 / 240 )
Service Main Breaker Size 100 Amps.
Service on or from Utility Power Pole ( Voltage 120 / 240 )
R Streetlight on Red Phase Conductor
B Streetlight on Black Phase Conductor
■ Proposed Street Light Junction Box
ROADWAY LIGHTING DESIGN CRITERIA
PER: KENT STANDARD (TABLE 6.15)
ROADWAY (NAME)
108 AVE S.E.
ROAD CLASSIFICATION
PRIMARY ARTERIAL
PEDESTRIAN CONFLICT
LOW
ILLUMINANCE RECOMMEND/DELIVERED
1.5Fc/1.6Fc
UNIFORMITY RECOMMENDED/DELIVERED
3:1 / 1.9:1
MAX/MIN
6:1 / 3.6:1
MIN ILLUMINATION
0.8 Fc
LIGHT LOSS FACTOR
0.76
SPACING (STAGGERED)
230' STAGGERED (50' ROAD WIDTH)
FUTURE LIGHT LOCATIONS USED IN CALCS
ASSUMES FUTURE EAST SIDE REDEVELOPMENT
EQUIPMENT:
FIXTURE TYPE: LED
I WATTAGE: 190W I MTG. HEIGHT: 40' DIST TYPE: 3M
IES FILE: I
MODEL: IATBMHMVOLTR3NLP70
NFORMATION SHOWN ON THIS DRAWING REGARDING EXISTING UTILITIES
IS COMPILED FROM DIVERSE SOURCES, AND MAY NOT BE COMPLETE
OR ACCURATE. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL
EXPOSE AND CONEIRM THE LOCATIONS AND ELEVATIONS OF ALL EXISTING
UTILITIES, AND ADVISE THE ENGINEER OF ANY POTENTIAL CONFLICTS.
I IVA No. RE C-2204826
BASED ON THE SUBM TTED DRAWINGS AND SPECIFICATIONS
PROVIDED BY THE A-PPLICANT'S LICENSED ENGINEERS,
SURVEYORS ACID ARCHITECTS AND OTHER CERTIFIED
PROFESSIONALS, THESE PLANS ARE APPROVED FOR
CONFORMANCE WITH THE CITY OF KENT ENGINEERING
DIVISION'S REQUIREMENTS
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0 410915
IN COMPLIANCE WITH CITY OF KENT STANDARDS
0
CALL 48 HOURS
EL
BEFORE YOUR
D C CALL 811
4
H
C TY OF
MADUENO SHORT PEAT
DATE:
FIELDDBO K:
PAGE:
KENT
_D/O4/19
�
0
19805 108TH AVE SE, RENTON, WA
98055
El—
DRAWING No:
Planning/Building/Public Works Dept.
8
CL
STREET LIGHTING PLAN
SHEET
Q OF 10