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SE 1/4 SECTION J. TOWNSHIP 23 N, RANGE 5 E, W.M.
SOLERIM
ROADWAY SCALE ILLUMINATION POLE SCHEDULE
LUM.
POLE ID
STREET
STATION *
OFFSET *
LATITUDE **
LONGITUDE **
POLE
MOUNT.
ARM
VOLTAGE
SERVICE/
WATTAGE/
INITIAL
LUMINAIRE TYPE -
BASE
COMMENT ****
POLE NO.
NUMBER ***
HEIGHT
HEIGHT
LENGTH
CIRCUIT
TYPE
LUMENS
DISTRIBUTION
35.5'
6.0'
120W LED
14,634
CYCLONE DOMIA
A
O
SUNSET BLVD NE
41 +25.5
22.5' LT
40.0'
240
ILLUM A
CY55P1B-FGC-T3-P80-40K
FIXED
NEW FOUNDATION AND POLE PER RENTON STANDARD
16.5'
4.0'
34W LED
4, 159
CYCLONE DOMIA
PLANS 117.1 AND 117.1A.
CY55P 1 B-FGC-T3-P20-40K
35.5'
6.0'
120W LED
14,634
CYCLONE DOMIA
B
O
SUNSET BLVD NE
42+52.0
22.0' LT
40.0'
240
ILLUM A
CY55P1B-FGC-T3-P80-40K
FIXED
NEW FOUNDATION AND POLE PER RENTON STANDARD
16.5'
4.0'
34W LED
4, 159
CYCLONE DOMIA
PLANS 117.1 AND 117.1A.
CY55P 1 B-FGC-T3-P20-40K
* STATIONS/OFFSETS ARE APPROXIMATE. CONTRACTOR SHALL CONFIRM ADJUSTMENTS WITH CITY INSPECTOR PRIOR TO IMPLEMENTING.
** POLE LATITUDE AND LONGITUDE NUMBERS SHALL BE PROVIDED BY CONTRACTOR FOR INCORPORATION INTO AS -BUILT PLANS.
*** POLE ID NUMBERS SHALL BE PROVIDED BY ERIC CUTSHALL (CITY OF RENTON, 425-430-7423) FOR INCORPORATION INTO AS -BUILT PLANS AND INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 121.
**** REFERENCE STRUCTURAL ANALYSIS LETTER FOR STREET LIGHT POLE FOUNDATION DESIGN, DATED 07-28-2025.
PEDESTRIAN SCALE ILLUMINATION POLE SCHEDULE
LUM.
POLE ID
STREET
STATION *OFFSET
*
LATITUDE **
LONGITUDE **
POLE
MOUNT.
ARM
VOLTAGE
SERVICE/
WATTAGE/
INITIAL
LUMINAIRE TYPE -
BASE
COMMENT ****
POLE NO.
NUMBER ***
HEIGHT
HEIGHT
LENGTH
CIRCUIT
TYPE
LUMENS
DISTRIBUTION
0NE
16TH ST
20+55.5
24.5' RT
14.0'
15.0'
N/A
EX
EX
44W LED
4,200
CYCLONE PRESTIGE
FIXED
NEW FOUNDATION AND POLE PER RENTON STANDARD
CY18T4-VS3AR-T3-P30-4K
PLAN 116.1.
O
NE 16TH ST
21 +25.5
24.5' RT
14.0'
15.0'
N/A
EX
EX
44W LED
4,200
CYCLONE PRESTIGE
FIXED
NEW FOUNDATION AND POLE PER RENTON STANDARD
CY18T4-VS3AR-T3-P30-4K
PLAN 116.1.
O
NE 16TH ST
21 +90.0
26.5' RT
14.0'
15.0'
N/A
EX
EX
44W LED
4,200
CYCLONE PRESTIGE
FIXED
NEW FOUNDATION AND POLE PER RENTON STANDARD
CY18T4-VS3AR-T3-P30-4K
PLAN 116.1.
G
NE 16TH ST
22+41.5
44.5' RT
14.0'
15.0'
N/A
EX
EX
44W LED
4,200
CYCLONE PRESTIGE
FIXED
NEW FOUNDATION AND POLE PER RENTON STANDARD
CY18T4-VS3AR-T3-P30-4K
PLAN 116.1.
OS
SUNSET BLVD NE
41 +87.0
19.5' LT
20.0'
16.5'
4.0'
240
ILLUM A
34W LED
4,159
CYCLONE DOMIA
FIXED
NEW FOUNDATION AND POLE PER RENTON STANDARD
CY55P 1 B-FGC-T3-P20-40K
PLAN 117.2.
* STATIONS/OFFSETS ARE APPROXIMATE. CONTRACTOR SHALL CONFIRM ADJUSTMENTS WITH CITY INSPECTOR PRIOR TO IMPLEMENTING.
** POLE LATITUDE AND LONGITUDE NUMBERS SHALL BE PROVIDED BY CONTRACTOR FOR INCORPORATION INTO AS -BUILT PLANS.
*** POLE ID NUMBERS SHALL BE PROVIDED BY ERIC CUTSHALL (CITY OF RENTON, 425-430-7423) FOR INCORPORATION INTO AS -BUILT PLANS AND INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 121.
**** REFERENCE STRUCTURAL ANALYSIS LETTER FOR STREET LIGHT POLE FOUNDATION DESIGN, DATED 07-28-2025.
ILLUMINATION GENERAL NOTES
1. THE LOCATION OF ALL CONDUIT, JUNCTION BOXES, AND CABINETS SHOWN ON THIS PLAN ARE APPROXIMATE ONLY. FINAL
LOCATION SHALL BE DETERMINED BY THE CONTRACTOR AND CONFIRMED IN THE FIELD BY THE ENGINEER.
2. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, CITY OF RENTON STANDARDS AND WSDOT STANDARDS AND
SPECIFICATIONS, CURRENT EDITION.
3. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS
NECESSARY.
4. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF RENTON FOR MATERIALS APPROVAL AT THE EARLIEST POSSIBLE
DATE.
5. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL PERTINENT
UTILITY AGENCIES 48 HOURS BEFORE COMMENCING WORK, AND SHALL COORDINATE WITH AFFECTED UTILITY AGENCIES
THROUGHOUT THE PROJECT.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE
AFFECTED UTILITY COMPANY AND THE CITY OF RENTON IMMEDIATELY UPON DAMAGE.
7. POLE FOUNDATIONS SHALL NOT BE EXCAVATED AND POURED BEFORE POLE LOCATIONS ARE APPROVED BY THE ENGINEER.
8. ELECTRICAL CONTRACTOR TO CONTACT CITY CONSTRUCTION INSPECTOR FOR INSPECTION OF POLE FOUNDATIONS, BASE BOLTS,
AND CABINET FOUNDATION.
9. CONTRACTOR TO CONTACT CITY ELECTRICAL INSPECTOR FOR UNDERGROUND/ROUGH-IN INSPECTION.
10. CONTRACTOR TO CONTACT TRANSPORTATION MAINTENANCE MANAGER, ERIC CUTSHALL 425-430-7423, FOR STREET LIGHTING
COMPLIANCE TO STANDARDS INSPECTION PRIOR TO ENERGIZING.
11. FOLLOWING THE TRANSPORTATION MAINTENANCE INSPECTION, THE CONTRACTOR SHOULD CONTACT THE CITY ELECTRICAL
INSPECTOR FOR SERVICE INSPECTION.
12. FOLLOWING THE SERVICE INSPECTION FROM CITY ELECTRICAL INSPECTOR, ELECTRICAL CONTRACTOR SHALL SUBMIT APPLICATION
TO PSE TO ENERGIZE THE STREET LIGHTING.
13. ELECTRICAL CONTRACTOR SHOULD CONTACT THE CITY ELECTRICAL INSPECTOR FOR FINAL INSPECTION AFTER STREET LIGHTING
HAS BEEN ENERGIZED.
14. CONTRACTOR SHALL POTHOLE ALL POLE LOCATIONS TO CONFIRM THAT THERE ARE NO UNDERGROUND CONFLICTS. IF A
CONFLICT IS DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO FOUNDATION INSTALLATION.
15. THE CONTRACTOR SHALL CONFIRM THAT THE APPROPRIATE MINIMUM CIRCUMFERENTIAL CLEARANCE IS PROVIDED BETWEEN
LUMINAIRE POLES AND OVERHEAD POWER LINES. IF A CONFLICT IS DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
PRIOR TO FOUNDATION INSTALLATION.
16. CITY OF RENTON REQUIRES STREET LIGHT POLE FOUNDATION DEPTH TO BE DETERMINED PER STRUCTURAL ANALYSIS. A
STRUCTURAL ENGINEER AND/OR GEOTECHNICAL ENGINEER MAY BE REQUIRED TO PROVIDE THIS INFORMATION.
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
07-28 2025
ILLUMINATION WIRING DIAGRAM
EX SERVICE CABINET
AT NE 16TH ST
EX ILLUM B
NEW SERVICE CABINET
AT SUNSET BLVD NE
ILLUM B
ILLUM C SPAR
NE 16TH ST
SUNSET BLVD NE
EX SERVICE BREAKER SCHEDULE
AT NE 16TH ST
CIRCUIT
BREAKER
CONTACTOR
EX MAIN
2P-100 AMP
---
EX ILLUM A
2P-20 AMP
30 AMP
EX ILLUM B
2P-20 AMP
30 AMP
NEW SERVICE BREAKER SCHEDULE
AT SUNSET BLVD NE
CIRCUIT
BREAKER
CONTACTOR
MAIN
2P-200 AMP
---
ILLUM A
2P-20 AMP
30 AMP
ILLUM B
2P-20 AMP
30 AMP
ILLUM C SPARE
2P-20 AMP
30 AMP
Q
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NOT TO SCALE
` SURVEYED: SCALE:
OTHERS VERTICAL: NAVD 1988
AS NOTED HORIZONTAL: NAD 1983/1991
DESIGNED:
ARC
` DRAWN: A
ARC
ONE INCH DATUM
CHECKED: AT FULL SCALE
520 KIRKLAND WAY, SUITE 100, KIRKLAND, WA, 98033 SSO�GMD IF NOT ONE INCH
STELLA OH 1 STELLA@TENW.COM 1 206-412-6743 NO. REVISION BY DATE APPR APPROVED: GMD SCALE ACCORDINGLY
SHUTLER
CONSULTING
ENGINEERS, INC.
July 28, 2025
Stella Oh
TEN W
520 Kirkland Way, Suite 100
Kirkland, WA 98033
Re: Solerra
Renton, WA
Stella,
12503 Bel-Rcd Road, Suite 100, Bellevue, WA 98005' (425) 450-4077
Job #25-01.43
I have reviewed the information provided for the concrete bases for the new light poles that will be
installed for this project, as well as the plan review comments provided by ReidMiddleton.
Light Poles A and B will be 40 feet tall with two lights. The base will be 36" diameter and 8'-0" deep. It
shall be reinforced with 8 - #8 vertical bars and #4 hoops at 12" o.c. The concrete strength shall be 3500
psi minimum. The anchors are shown as four 1-1/4" diameter GR. 55 and shall be embedded a minimum
of 36" into the foundation.
bight Poles 1, 2, 3, and 4 will be a 14 foot tall pole with a 32" tall light at the top. The base will be 24"
diameter and 4'-0" deep. They shall be reinforced with 8 - #5 vertical bars and #4 hoops at 12" o.c. The
concrete strength shall be 3500 psi minimum. The anchors are shown as four I" diameter GR. 55 and
shall be embedded a minimum of 24" into the foundation.
Light Pole 5 will be 20 feet tall with a single light. The base will be 30" diameter and 5'-0" deep. It shall
be reinforced with 8 - #6 vertical bars and #4 hoops at 12" o.c. The concrete strength shall be be 3500 psi
minimum. The anchors are shown as four V diameter GR. 55 and shall be embedded a minimum of 24"
into the foundation.
I used the following soil values from IBC section 1806 for the design of the concrete bases -1500 psf
bearing and 100 pcf passive. A copy of my revised calculations is attached.
Give me a call if you have any questions or need additional information.
Sincerel ,
J hA Headland, PE SE
Pt' cipal
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T-433002
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TRANSPORTATION OPERATION I DEVELOPMENT ENGINEERING `
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cbUl
arnes 08/07/2025 yqi 08/07/2025
® DATE:
C TY OF SOLERRA 07.28.2025
- FIELDBOOK:
RENTON ILLUMINATION PLAN DETAILS PAGE:
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TENW PROJECT NO. 2024-276