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RETENTION PLAN ON SHEETS 37 TO 39 1
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ASBUILT ADA RAMP DETAILS
OF
EDENFIELD (SUMPTER) SHORT PLAT
A PORTION OF SECTION 147 TOWNSHIP 23 N., RANGE 05 E., W.M.
I
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CROSSWALK TO BE 372.76 I 372. 00
RE -STRIPED. SEE M G ' FG FL
EX FOG DETAIL ON SHEET 27
LINE (TYP)
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_\ EX CROSSWALK EX MANHOLE
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TO BE RELOCATED TO NEW POLE.
EX POLE TO BE REMOVED.
\\ EX FOG
\ 3 LINE (TYP)
EX TREES TO BE
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KING COUNTY, WASHINGTON
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1 1 RECORD DRAWINGS AS BUILT
FOUND PUNCHMARK IN BENCHMARK
y4" BRASS FOUND PUNCHMARK IN 1Y"
DATUM DOME IN CONCRETE MONUMENT IN BRASS DOME IN 4X4 0.4"
HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555 N0. REVISION
NAD '83/'91 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82
5' SIDEWALK
TRACT A
\ DRAINAGE FACILITY
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PROTECTION
23T` ILLUMINATION
POLE (TYP)
I TREEI PROTECTION
I1 EASEMENT
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KEYNOTES
0 4' WIDE LANDING. MAXIMUM 2%
GRADE IN ANY DIRECTION
OSIDEWALK RAMP SHALL NOT
EXCEED 12:1 SLOPE WITH 2% MAX
GRADE ACROSS
0 5' WIDE LANDING. MAXIMUM 2%
GRADE IN ANY DIRECTION
SEE SHEET 30 FOR CURB RAMP
DETAIL.
SrAL,
1 "=10'
ONE INCH
AT FULL SCALE
IF NOT ONE NCH
SCALE ACCORDINGLY
N
EX TREES TO BE
SAVED (TYP)
\ 'I
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A III 0 5' 10' 20'
/ II SCALE: 1 "=1 O'
I
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- � I
TREE PROTECTION FENCE AND
i EASEMENT INSTALLED PER TREE
RETENTION PLAN ON SHEETS 37 TO 39
-(b. SIDEWALK EASEMENT
WIDTH VARIES
94 a�`^i1
371.86
i h
371.33 371.41 I
7.5% 0 1.5% 1 TRACT A
DRAINAGE FACILITY
I �
371.39 �37� _ 371 47
3 2 er �\� TREE PROTECTION
FENCE
/ TREE PROTECTION
EASEMENT
EX ES TO
1 / .. / O z/_l__ SAVEDE(TYP) BE
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MINIMUM ROOT- \
PROTECTION ZONE (TYP) i
156TH AVE SE
TEMPORARY RAMP DETAIL
1 =10,
VWrAI_ NAVD ,
HOFUMAL• WD ,G83 ,9D,
DATU M
CURB RAMP LOCATION
DATA TABLE
CURB RAMP # STATION OFFSET
Q1 9+91.96 13.00' LT
20 9+91.96 13.00' RT
O 30+25.27 22.00' RT
® 31 +20.82 22.00' RT
CALL BEFORE YOU DIG:
1-800-424-5555
CITY OF
RENTON
Planning/Building/Public Works Dept.
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T-418801 �
R-418818
IN COMPLIANCE WITH CITY OF RGnirnni eTnninnrzne
ASBUILT ADA RAMP
DETAILS
EDENFIELD (SUMPTER) SHORT PLAT
MAINVUE WA LLC
1110112TH AVE NE, SUITE 202
BELLEVUE, WA 98004
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ASBUILT ILLUMINATION PLAN
OF
SUMPTER SHORT PLAT
A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
BENCHMARK
FOUND PUNCHMARK IN 1y4" BRASS FOUND PUNCHMARK IN 1y4" BRASS
DATUM DOME IN CONCRETE MONUMENT IN DOME IN 4X4
CASE 0.5' BELOW GRADE OBSERVED 0.4' BELOW GRADE 37555
HORIZONTAL DATUM: VERTICAL DATUM: (NAD 83/1 1) (NAD 83/1 1)
NAD '83/'91 NAVD '88 N:175866.55, E:1319201.78 N:175852.22, E:1319809.82 N0. REVISION BY DATE APPR
CONSTRUCTION RECORD
DRAWING
THIS CONSTRUCTION RECORD DRAWING IS A COPY
OF THE APPROVED CONSTRUCTION DRAWINGS
PREPARED BY BARGHAUSEN CONSULTING
ENGINEERS, INC AND HAS BEEN EDITED TO
REFLECT ASBUILT CONDITIONS. THE INFORMATION
PROVIDED ON THESE RECORD DRAWINGS IS A
COMBINATION OF FIELD SURVEYED INFORMATION
AND DOCUMENTED FIELD REVISIONS.
SURVEYED: I SCALE:
DESIGNED:
GRL/TDR
DRAWN:
GRL
ONE INCH
CHECKED:
TDR
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
APPROVED:
CTB
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
00
CALL BEFORE YOU DIG:
1-800-424-5555
AS04&t.R CITY OF
RENTON
•
Planning/Building/Public Works Dept.
LEGEND
EX NEW
DESCRIPTION
B 0
JUNCTION BOX TYPE 1,2
ROADWAY LUMINAIRE POLE
OLE
LUMINAIRROADWAYV
& PEDESTRIAN
PEDESTRIAN LUMINAIRE POLE
UTILITY POLE
UTILITY POLE MOUNTED
LUMINAIRE
— — —
CONDUIT/CONDUCTOR
ELECTRICAL SERVICE CABINET
OCONSTRUCTION
NOTE
OLUMINAIRE
POLE NUMBER
WIRE NOTE
ILLUMINATION WIRING SCHEDULE
RACEWAY
CONDUIT
SIZE
ILLUM.
#8
EQUIP.
GRND.
TRACER
WIRE
NO.
1
2" SCH40 PVC
2
1
2" SCH80 PVC
2
1
2
2" SCH80 PVC SPARE
1
3
2" SCH80 PVC
2
1
GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN
5T WIRE SIZE IN THE CONDUIT.
70--79 2027
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T-418802
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
ASBUILT ILLUMINATION PLAN
SUMPTER SHORT PLAT
KIM GREER
5007 E CORAL LANE
SPOKANE, WA 99223
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ILLUMINATION CONSTRUCTION NOTES
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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.
ASBUILT ILLUMINATION PLAN
OF
SUMPTER SHORT PLAT
A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
ILLUMINATION WIRING DIAGRAM
EX E POWERED BY EX SERVICE N
AT THE NE CORNER OF
NE 6TH ST & 156TH AVE SE cL
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EX E 3 1
EX SERVICE
P� AT 158TH & 142ND
E�X AZNO EX ILLUM A
S ILLUM B
EX N N 2
6 3
Q
NOT TO SCALE 4 N
5 5 00
Q
ILLUMINATION POLE SCHEDULE
LUM.
POLE ID
*OFFSET
*
**
**
MOUNT.
ARM
WATTAGE
INITIAL
LUMINAIRE TYPE -
POLE NO.
NUMBER***
STREET
STATION
LATITUDE
LONGITUDE
HEIGHT
LENGTH
VOLTAGESERVICE/
CIRCUIT
ITYPE
LUMENS
DISTRIBUTION
BASE
COMMENT
O
WAPATO PL SE
1 1 +94.0
17.5' RT
N47.4756423
W122.1300143
14'
---
240
NEW
34W LED
3,060
CYCLONE PRESTIGE
FIXED
NEW FOUNDATION AND POLE PER RENTON
CY1 7T4-VS3AR-SKY-3-34W-4K-240-EA 1
STD PLAN 116.1.
0WAPATO
PL SE
11+42.5
17.5' LT
N47.4754705
W122.1300251
14'
---
240
NEW
34W LED
3,060
CYCLONE PRESTIGE
FIXED
NEW FOUNDATION AND POLE PER RENTON
CY1 7T4-VS3AR-SKY-3-34W-4K-240-EA 1
STD PLAN 116.1.
0WAPATO
PL SE
1 1 +01.5
19.0' RT
N47.4754234
W122.1298157
14'
---
240
NEW
34W LED
3,060
CYCLONE PRESTIGE
FIXED
NEW FOUNDATION AND POLE PER RENTON
CY1 7T4-VS3AR-SKY-3-34W-4K-240-EA 1
STD PLAN 116.1.
0WAPATO
PL SE
10+ 14.5
17.0' LT
N47.4751980
W 122.1298401
14'
---
240
NEW
34W LED
3,060
CYCLONE PRESTIGE
FIXED
NEW FOUNDATION AND POLE PER RENTON
CY1 7T4-VS3AR-SKY-3-34W-4K-240-EA 1
STD PLAN 116.1.
35'
6'
8OW LED
9,466
CYCLONE DOMIA
O5
156TH AVE SE
30+35.0
27.0' RT
N47.4752482
W 122.1321300
240
NEW
CY55P1B-FGC-3-80W-4K-240
FIXED
NEW FOUNDATION AND POLE PER RENTON
16.5'
4'
F40W LED
4,733
CYCLONE DOMIA
STD PLAN 1 17.1.
CYM55P 1 -FGC-3-40W-4K-240
0156TH
AVE SE
30+93.5
54.5' RT
N47.4754124
W 122.1320203
16.5
4'
240
NEW
40W LED
4,733
CYCLONE DOMIA
FIXED
NEW FOUNDATION AND POLE PER RENTON
CYM55P 1-FGC-3-40W-4K-240
STD 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 PROVIDE BY ERIC CUTSHALL (CITY OF RENTON) FOR INCORPORATION INTO AS -BUILT PLANS AND INSTALLED BY THE
CONTRACTOR IN ACCORDANCE WITH COR STD. PLAN 121.
BENCHMARK
FOUND PUNCHMARK IN 1%4" BRASS FOUND PUNCHMARK IN 1%4" BRASS
DATUM DOME IN CONCRETE MONUMENT IN DOME IN 4X4
CASE 0.5' BELOW GRADE OBSERVED 0.4' BELOW GRADE 37555
HORIZONTAL DATUM: VERTICAL DATUM: (NAD 83/1 1) (NAD 83/1 1)
NAD '83/'91 NAVD '88 N:175866.55, E:1319201.78 N:175852.22, E:1319809.82 FN 0. REVISION BY DATE APPR
CONSTRUCTION RECORD
DRAWING
THIS CONSTRUCTION RECORD DRAWING IS A COPY
OF THE APPROVED CONSTRUCTION DRAWINGS
PREPARED BY BARGHAUSEN CONSULTING
ENGINEERS, INC AND HAS BEEN EDITED TO
REFLECT ASBUILT CONDITIONS. THE INFORMATION
PROVIDED ON THESE RECORD DRAWINGS IS A
COMBINATION OF FIELD SURVEYED INFORMATION
AND DOCUMENTED FIELD REVISIONS.
SURVEYED: I SCALE:
DESIGNED:
GRL/TDR
DRAWN:
GIRL
ONE INCH
CHECKED:
TDR
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
APPROVED:
CTB
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
OCONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD DETAIL 1 16. 1. FURNISH AND INSTALL
NEW NEIGHBORHOOD STREET PEDESTRIAN LUMINAIRE POLE, LUMINAIRE, AND JUNCTION BOX PER
ILLUMINATION POLE SCHEDULE, SHEET IL-03 & IL-04, AND PER CITY OF RENTON STD PLANS
116.1, 116.2, 119, 120 & J013. APPLY DECAL NUMBERING WITH COR POLE ID PER THE
ILLUMINATION POLE SCHEDULE AND CITY OF RENTON STANDARD DETAIL 121.
D
CONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD DETAIL 1 17. 1. FURNISH AND INSTALL
NEW ARTERIAL STREET DECORATIVE LUMINAIRE POLE, LUMINAIRE, AND JUNCTION BOX PER
ILLUMINATION POLE SCHEDULE, SHEET IL-03 & IL-04, AND PER CITY OF RENTON STD PLANS
117.1, 117.3, 119, 120 & J013. APPLY DECAL NUMBERING WITH COR POLE ID PER THE
ILLUMINATION POLE SCHEDULE AND CITY OF RENTON STANDARD DETAIL 121.
O3 EXISTING UTILITY POLE MOUNTED LUMINAIRE TO REMAIN.
40 EXISTING ARTERIAL STREET DECORATIVE LUMINAIRE POLE TO REMAIN.
50 EXISTING NEIGHBORHOOD STREET PEDESTRIAN LUMINAIRE POLE TO REMAIN.
6)THROUGH
EXTEND NEW CONDUIT AND CONDUCTORS TO EXISTING JUNCTION BOX. ROUTE NEW CONDUCTORS
EXISTING CONDUIT AND EXISTING JUNCTION BOX TO EXISTING SERVICE CABINET. CONNECT
NEW CONDUCTORS TO SPARE CONTACTOR IN EXISTING SERVICE CABINET. IF SPARE CONTACTOR
DOES NOT EXIST, FURNISH AND INSTALL NEW CONTACTOR AND CONNECT NEW CONDUCTORS TO
NEW CONTACTOR.
OEXISTING SERVICE CABINET TO REMAIN. CONTRACTOR SHALL FURNISH AND INSTALL NEW
CONTACTOR AND CONNECT NEW ILLUMINATION CONDUCTORS TO IT.
OCONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD DETAIL 117.2. FURNISH AND INSTALL
NEW ARTERIAL STREET DECORATIVE PEDESTRAIN LUMINAIRE POLE, LUMINAIRE, AND JUNCTION BOX
PER ILLUMINATION POLE SCHEDULE, SHEET IL-03 & IL-04 AND PER CITY OF RENTON STD PLANS
117.2, 117.3, 119, 120 & J013. APPLY DECAL NUMBERING WITH COR POLE ID PER THE
ILLUMINATION POLE SCHEDULE AND CITY OF RENTON STANDARD DETAIL 121.
9)THROUGH
EXTEND NEW CONDUIT AND CONDUCTORS TO EXISTING JUNCTION BOX. ROUTE NEW CONDUCTORS
EXISTING CONDUIT AND EXISTING JUNCTION BOXES TO EXISTING SERVICE CABINET AT THE
CORNER OF NE 6TH ST & 156TH AVE SE. CONNECT NEW CONDUCTORS TO SPARE CONTACTOR IN
EXISTING SERVICE CABINET. IF SPARE CONTACTOR DOES NOT EXIST, FURNISH AND INSTALL NEW
CONTACTOR AND CONNECT NEW CONDUCTORS TO NEW CONTACTOR.
CALL BEFORE YOU DIG:
1-800-424-5555
CITY OR + R
RENTON
Planning/Building/Public Works Dept.
70--79 2027
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T-418803
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
ASBUILT ILLUMINATION PLAN
SUMPTER SHORT PLAT
KIM GREER
5007 E CORAL LANE
SPOKANE, WA 99223
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DDcuSign Envelope 1D: 5D308A1A-204D-48E8-B823-8A2834BB565E
I .I AL INLAY U INAIFE AN, -
_ATED PARTS SHALL BE TA.
WILD AND POWDER COATED
RAL 90057X 'IT B AtiK'
16-.74-
'cISTIU SERIES (017T4) LED
I k?ST-TIP LUMINAIRE (M'ATTAR
PER PLANS, 4.000K OCR, 120-27N
UNIVERSAL DRIVER, NTH VS3AR
RIBBED ACRYLIC LENS) Br CYCLONE
(OR APPROVED EQUAL), DRIVER
SHALL BE INTEGRAL 10 THE
nXTURE
't RYINAI BLOCK LOCATED N THE
I LURE
STREET LIGHT STANDARD DECAL
NUMBERING PER STD PLAN 171
or- 14'-0' FLUTED SHAPE, 5" DIAMETER.
STRAIGHT ALUMINUM POLE
(PDI5-14-B046-RAL9EI05TX-1N43)
BY CYCLONE 0, APPROVED EOUAL)
Te T
ZA' - 05 BARS.
�'.f.NI
2' CONDUIT LNLESS
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STALED OTHERWISE dl
PLANS
- CENTER CONOIAT
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BOLT CIRCLE (DIA PER
-
ANCHOR SOLI
- BASE PLATE DETAIL,
\ HIS WEE T)
`04 HOOPS O 12-
fyUNDATION
SECTION
2' CONDUIT UNLESS
GROUND POLL TO
STATED OTHERWISE ON
FOUNDATION
PLANS
6' FOUNDATION cAP
3/4' CHAMFER
I
EXTEND ME CONDUIT
6" WIN BEYOND
FOUNDATION OR THE
CONTROLLED DENSITY
BACKFILL
#4 HOOPS O I;'
-
8 - 15 BARS,
EVENLY SPACED
2 1/2' QR
z
INS LL GROUC.
PROVIDE 1/2" DIA DRAIII _ J- YIN BOLT -
TUBE THROUGH (RUM! - PROJECTION - -
3/4' CHAMRR ( Ir_ 24 =
C HIGH FOUNDATION L>P -I;LINDATILN LE:AiL
7/8- DIA HOLE
1/4' STEEL PLATE
/- 2'*5" HANDHOLE - /- BOLT URCU (ILIA
PER BASE PLATE
DECORATIVE ALUMINUM CLAMSHELL DETAIL THIS SHEET)
or-
BASE COVER BD46 BY CYCLONE ANCHOR WO TLMPLAIE DETAIL
OR APPROVED FOUAL) POLE BASE EIETAIL
TOP Of FOUNDATION
r DELE TAIL THIS BASE PERANCHOR BOLT, 4 TOTAL
DETAIL. -
.,HEEI 3/4' DIA (TYP)
16' PIAMEtER 3/4' HEX WT3, STEL (6
p.:'F AVER REDID PER ANCHOR- BOLD,
FLAT WASHERS (6 REQ'D PER
ANCHOR BOLT)
ANCHOR BUILT A-`.CMHLY PET-
':NATION PER DETAIL-.
F.HEE7 FOUNDATION DETAILS
POLE ELEVATION n. L ;H7i_BE s-aL ,;:T __ AI_;A L.
FOR F(AA4DAnON CONSTRUCTION
NEIGHBORHOOD STREET
PUBLIC WORKS PEDESTRIAN LUMINAIRE
DEPARTMENT FIXTURE AND POLE DETAILS
s
S
DocuSign Envelope ID:AOA08484.4OB8.4C5D-B9EO-E7OE51967ED2
POLE
2'-0"
iLUMNAIRE ARY
u-NGTHI
ssDw
HOLE
2"TANGW
- 2SR
z�IL L7y /
TA CID
= N `
POLE
(LUMINAIRE ARM LENGTH)
7 TA14GENT
7.5 R 13.5'
zT - ,-
3.5' DIA HOLE -
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(LUMINAIRE ARM LENGTH)
IR
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z POLE
C
Tn L (LUMINAIRE ARAM LENGTH)
--- 46R I 38"
4' 00 HOLE
STD. PLAN - 11.6.1
3/13/2019 1 4:
DATE
DIRECT ACCESS _
TO THE SCREWS
BRACKET
LEADS _
THIS SIDE
WREWAr - 0656•
TOP VIEW
TERA
r-0 BI
z CONNE(
(LUMINAIRE ARM LENGTH)
C 80' R I 46" I wm
-- lcc,"r 11
4- DO HOLE
ALUMINUM FIN WELDED TO ARM AND POLE CLAMP
'i
MIN 01 112' WIREWAY TYPICAL FOR ALL ARMS
TERMINAL BLOCK
HOUSING DETAIL
22" ROUND CAP & _
_ n W
I ALUMINUM SHROUD (BY PIGTAIL FROM FIXTURE
MANUFACTURER) TO TERMINAL BLOCK
4' OD HOLE SHALL BE PROVIDED
MANUFACTURER SHALL BY MANUFACTURER
WELD SHROUD ALL THE WAYAROUND ?
FOR TERMINAL
- BLOCK DETAIL. SEE
S2 THIS SHEET
z 8'-0' LUMINAIRE ARM
LL
(LUMINAIRE ARM LENGTH) a �-CLAW-ON TO
LUMINAIRE
301 R 30' LUMINAIRE w -
~�I- CONDUCTORS, x o
SEE STD i } , DOME STYLE LED LUMINAIRE (WATTAGE PER PLANS,
PLAN 119 g = TYPE 3 IES DISTRIBUTION, 4000K OCT, 120-277V
4- OD HOLE 2 UNIVERSAL DRIVER (7RmA OR LOWER), WITH FLAT
GLASS LENS) BY CYCLONE (OR APPROVED EQUAL)
DRIVER SHALL BE INTEGRAL TO THE FWURE
LUMINAIRE ARM DETAILS LUMINAIRE ARM MOUNTING BRACKET
NOTP: DETAILS
1, STD PLAN 117.11117.IA ROADWAY SCALE LUMINAIRE ARM LENGTH SHALL BE 10' OR LESS
2. STD PLAN 117.11117.1A PEDESTRIAN SCALE LUMINAIRE ARM LENGTH SHALL BE 4. OR LESS
3. STD PLAN 117.2 LUMINA)RE ARM LENGTH SHALL BE 4' OR LESS FOR ARTERIAL LOCATIONS. AND 7 FOR DOWNTOWN LOCATIONS
4. TYPE III TRAFFIC SIGNAL POLE LUMINAIRE ARM LENGTH SHALL BE 17 OR LESS
5. POLE AND BRACKET CABLE SHALL BE 10 AWG WITH O D. LESS THAN 0.5 INCHES
LUMINAIRE AND MOUNTING T LAN- H7.3
PUBLIC WORKS BRACKET DETAIL
�.. DEPARTMENT iVl8rtl11 BStUChc-1/5/2020 I
NS
6Fu+t31FD99B4490 DATE
BENCHMARK
FOUND PUNCHMARK IN 1y4" BRASS
DATUM DOME IN CONCRETE MONUMENT IN
CASE 0.5' BELOW GRADE OBSERVED
HORIZONTAL DATUM: VERTICAL DATUM: (NAD 83/1 1)
NAD '83/'91 NAVD '88 N:175866.55, E:1319201.78
A SB UILT ILLUMINATION DETAILS
OF
SUMPTER SHORT PLAT
A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
LUMINAIRE COMPONENTS
HEAD MODULE: ROUND SHAPE. A HEAVY SPUN ALUMINUM HOOD, NTH AN
ALUMINUM DECORATIVE CUPOLA AND CAST ALUMINUM FINIAL, TOPS AN
b4I, INJECTION -MOLDED CLEAR ACRYUC RIBBED (VS3AR) VESSEL. UY
POLYMER RESISTANT. THE VESSEL IS MECHANICALLY ASSEMBLED NTH AN
ALUMINUM DIE-CAST RING ON THE LOCKING SYSTEM.
OPENING SYSTEM: A QUARTER -TURN LOCKING MECHANISM NTH CONSISTENT
PRESSURE POINTS. ALLOWS A TOOL -FREE ACCESS INSIDE THE LUMNAIRE,
TO THE LIDS AND DRIVER. MADE WTH CAST ALUMINUM PARTS AND
SEALED NTH A CASKET COMPRESSION SYSTEM. THE LUMINIARE OFFERS
Al• AN IP66 WEATHERPROOF PROTECTION.
CONE MODULE: A SPUN ALUMINUM BALLAST HOUSING NTH STAINLESS STEEL
CAPTIVE RETAINING LATCHES. CERTIFICATION, MAINTENANCE AND
LUMINAIRE CODIFICATION STICKERS ARE LOCATED ON THE CONE.
FITTER MODULE: CAST ALUMINUM ALLOY 356 FITTER COMPLETE NTH FOUR (4)
ARMS AND ONE DECORATIVE RING. SECURED ON POLE NTH 3 SET
SCREDS 5/16-10 UNC. SLIP -FITS ON A 4" OD BY 3' LONG TENON.
HEAD
MODULE
OPTICAUELECTRICAL COMPONENTS
LED BOARD: WATTAGE PER PLANS. 40009 (WHITE), SUPER HIGH FLUX
OUTPUT AND HIGH LUMINANCE, DESIGN FOR HIGH CURRENT OPERATION.
FAST TOOL -FREE MAINTENANCE THAT ALLOWS INDMDUAL REPLACEMENT
OF A DEFECTIVE LED BY PULLING OUT THE PROPER UNIT.
OPTIC: IES TYPE II (21.), III (31.), V (51.). THE OPTIC'S REFLECTOR IS MADE OF
PRE -ANODIZED ALUMINUM REFLECTING SHEETS (56% MIN. REFLECTION),
SEGMENTED IN MULTIPLE FACETS AND VENTILATED BY MULTIPLE
OPTIC PERFORATION AND BY HEAT SINK RADIATOR TO KEEP THE LAMPS
MODULE TEMPERATURE DOWN AND INCREASE THEIR LONGEVITY. THE ORIENTATION
OF EACH FACET HAS BEEN METICULOUSLY CALCULATED TO OPTIMIZE THE
LIGHT DISTRIBUTION FOR EACH APPLICATION.
TWST-LOCK ® DRIVER MODULE: WITH DRIVER, PRIMARY VOLTAGE 120 10 277 VOLTS. 60
OPENING SYSTEM �/
HZ. ASSEMBLED ON A TOOL -FREE REMOVABLE STAINLESS STEEL TRAY
WTH QUICK -DISCONNECT CONNECTORS. HIGH POWER FACTOR Of 907.
MINIMUM STARTING TEMPERATURE -40T.
DRIVER
MODULE GENERALIOPTIONS
Da
MRING/HARDWARE: TYPE FEW 14-7, 12" MINIMUM EXCEEDING FROM
LUMINWRE. ALL ELECTRICAL CONNECTIONS BETWEEN MODULES ARE MADE
NTH QUICK -DISCONNECT CONNECTORS. ALL EXPOSED HARDWARE IS
STAINLESS STEEL. EPDM AND/OR SILICON GASKETING ARE APPLIED.
COLOR: RAL9DO5TX (,ET BLACK)
FINISH: TEXTURED.
APPUCATON OF A POLYESTER POWDER COAT OF PAINT. (5 MILS/127
MICRONS). THE FINISH MEETS THE ASTM G7, 8117 AND DI654
REOUIREMENTS RELATIVE TO SALT SPRAY AND HUDMIDITY RESISTANCE.
FITTER
MODULE
NEIGHBORHOOD STREET STD. PLAN - 116.2
+ PUBLIC WORKS PEDESTRIAN LUMINAIRE FIXTURE A ROVED:
DEPARTMENT
DETAILS 2
aA
DocuSign Envelope ID: 5D308A1A-204D-48EB-BB23-8A2834BB565E
GENERAL NOTES:
1, ALL TRANSPORTATION INFRASTRUCTURE FEATURES ARE TO BE MAINTAINED ON LEVEL GRADE IF
THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I. E. JUNCTION BOXES, LUMINAIRE
POLES, TRAFFIC SIGNAL POLES, SIGN POSTS).
2. ALL OTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON LEVEL GRADE
ONCE CONSTRUCTION IS COMPLETE.
3. ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT CONSTRUCTION
LIMITS SHALL MEET CURRENT ADA STANDARDS(I.E. JUNCTION BOXES SHALL HAVE NON-SKID
LIDS).
4. ALL NEW TRAFFIC SIGNALS SHALL BE CONSTRUCTED WITH FIBER COMMUNICATION CONNECTION
TO CITY OF RENTON TRANSPORTATION FIBER OPTIC NETWORK.
5. ALL TRANSPORTATION ASSETS THAT ARE TO BE REMOVED AND THEN REINSTALLED AT A LATER
DATE DURING CONSTRUCTION SHALL BE RE -INSTALLED TO CURRENT STANDARDS.
6. SIGNAL POLE, LUMINAIRE, AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE.
7. ALL PROPOSED SIGNAL POLE FOUNDATIONS AND EXISTING MODIFIED SIGNAL POLE FOUNDATIONS
SHALL INCLUDE A CONCRETE PAD AROUND THE FOUNDATION. PROPOSED OR EXISTING SIDEWALK
SHALL BE CONSIDERED PART OF THE FOUNDATION PAD. FOUNDATION PAD SHALL BE AT LEAST
2 FEET OFFSET FROM THE SIGNAL POLE FOUNDATION, AS SPACE ALLOWS.
8. WHEN THE TRAFFIC SIGNAL IS OPERATIONAL, VEHICLE DETECTION SHALL BE MAINTAINED AND
REMAIN FUNCTIONAL. NEW PERMANENT/TEMPORARY VIDEO DETECTION SHALL BE INSTALLED
AND OPERATIONAL PRIOR TO DESTROYING ANY EXISTING VEHICLE DETECTION.
9. ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS, OR OTHER ELECTRICAL TRANSPORTATION
SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON TRANSPORTATION OPERATIONS
MAINTENANCE DEPARTMENT PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO COORDINATE
INSPECTION WITH THE TRANSPORTATION OPERATIONS MAINTENANCE MANAGER OR OTHER
TRANSPORTATION OPERATIONS MAINTENANCE REPRESENTATIVE.
Y TRANSPORTATION NOTES
STD. PLAN - 135
PUBLIC WORKS R
DEPARTMENT AmTOVED: 3/13/2019 1 4
GAZ
8 CA I
FOUND PUNCHMARK IN 1y4" BRASS
DOME IN 4X4
0.4' BELOW GRADE 37555
(NAD 83/11)
N:175852.22, E:1319809.82
TIM
REVISION
DocuSign Envelope ID. AOA08484-4OB8-4C5D-B9EO-E7OE51967ED2
PAW SPECIFICATIONS.
ALL LUMINA RE POLE. CAST AL WDIUU BASE PARTS. AND ANY
ADDITIONAL EQUIPMENT MOUNTED ON THE POLE SHALL BE
FACTORY PRIMED AND POV.OER COATED TO MATCH FINISH
COLOR.
ALL BANDING AND ALL OTHER MOUNTING HARDWARE SHALL
a
MATCH KNISH COLOR
At
FINISH COLOR RAL MDSTX'.ET BLACK'
k
DECORATIVE LIN94ARE POLE MOTES
ROIAO TUBUAR SECT4)N
[NO TAPER)
DOLE STYLE LW LUMNAAE
IVWATTAGE PER PLANS, ADOOK CCT
12P2"V UNIVERSAL DAWER OWWA
OR LOWER). WITH FLAT GLASS LENS)
BY CYCLONE TOR APPROVED EDUAI) fd
DRIVER SHALL BE INTEGRAL TOTHE
FIXTURE FOR MOUNTING ARM UMMINAREARI
DETAILS SEE STDPLAN 117 3 WIRING
PER STD PLAN 119 _
1 -
FORSTREETUGHTSTANUM J
DECAL NUMBERING DETAIL
REFER TO CITY OF RENTON
STD )RAN 121
POLE BHA-T. E003TI ALUMINUM - ..
POLE ASSEMBLY HEAT TREATED
S� TO T6 CONDITION, 10• BASE
DIAMETER. TAPERED BETLVEEN
LUWM4AIRE CONNECTIONS
b
- ROLNO POLE CAP
ALUMINIUM SHROUD (BY
MANUFACTURER)
- DORE STYLE LEI LUMNARE HWATTAGE
LUUNAWE ARM
PER PUNS, 4 0009 OCT. 12D-ZM
LENGTH PER BANS
UNIVERSAL DRIVER p5011w01T LOWER).
IC MAX
WITH FLAT GLASS IBIS) BY CYCLONE
(OR APPROVED EQUAL). DRIVER SHALL
BE INTEGRAL TO THE FIXIUPE. FOR
N
MOUNTING ARM DETAILS SEE STD PLAN
29'
AT MIT T. WIRINOPERSTDRAN119
I
c3
FOUNDATION SHALL SUPPORT
POLE SHOWN IN STANDARD PLAN
117.1A
POLE BASE PLATE, FOUNDATION,
AND ANCHOR BOLT DETAILS PER
STANDARD PLAN 117.1A
ISO' 0
� c
• DECORATIVE ROADWAY LUUVlRE5
ARE MOUNTED AT 0'
. DECORATIVE PEDESTRIAN LUIINARES
ARE MOUNTED AT 180'
• HANCHOLES ARE MOUNTED AT 18C
ORIENTATION LOCATION
9V TOP I. D.
OCTAGONAL SPLIT CAST -
IRON BASE Y,TH
REMOVABLE ACCESS DOOR
PAINT SPECIF CATIONS:
ALL ALUMINUM LUM NARE AND POLE
RELATED PARTS SHAD BE FAC ORY
90'
I
DECORATIVE PEDESTRIAN
LUMINAIRES ARE MOUNTED
PRIMED AND POWDER COATED.
180'
-0•
AT ISO- (UNLESS OTHERWISE
LN3-I CO -OR: RAL 9005-X "JE- BLACK"
NOTED IN PLANS)
270'
o
•
HANDHOLES ARE MOUNTED
DECORATIVE LUMINARE PO_F NOES
z
4 •
AT 180• PLANT
SUPPORT BRACKETS ARE
• ROUND TUBULAR SEC -ON
``'
a
MOUNTED AT O' (UNLESS
(NO TAPER)
B5
OTHERWSE NOTED ON
PLANS)
ROUND TAPERED PO-E SEC -ON
(0.I4"/FT)
ORIENTATION LOCATION
ROUND POLE CAP
4, 0„
k25TLLR
.S
DOE STYLE LED LUMNARE
(WATTAGE PER PLANS 4,000K
CCT, 120-277Y UNVERSA.
DRIVER WTH FLAT GLASS
LENS) BY LUMEC (OR
APPROVED EQUAL). ORVER
SHALL BE INTEGRAL TO THE
nx%RE. FOR MOUNTING ARV
DETAILS SEE STO PLAN 117.3.
v
1" DIA IRRIGATION
HOLE Wm UDUD-
of
TIGHT FITTING
x
l
FLEXIBLE CONDUIT.
io
- DECORATIVE BASE COVER PER se
DETAIL THS °NEST 10
4' A 8' REINFORCED ALWIRIII
- INSTAII ANCHOR BUT COVERS
HANDHOLE OPENING Wt1N
IPROYIOEQ BY POLE
L16"-18/OLE FOR AGROIWWA
MANUFACTURER)
CONNECTOR AND FIII&1FI1111p
SIDEWALK OR
2r
ALUMINUM DOOR WIGABAET
) PLANTER STOP -- �H
DECORATIVE BASE COVER
i
•I ROADWAY
- SSLRFACE IS;i LEVEL 1W1ALL GROUT AT
CONCRETE PAO'St"ALK PER STD PLAN 12) -
i -.
BAN OF POLE AMID BASE COVER PROVIDE 17
DIA DRAIN TUBE THROUGH GROUT
FOUNDATION PER STRUC'URAL ANALYSIS
POLE ELEVATION
_
«
PUBLIC WORKS
DEPARTMENT
ARTERIAL STREET
DECORATIVE LUMINAIRE POLE
DETAILS
PLAN - 117 1
__ [[��P OV D:
M8 In 56tUChan/5/2020
S1�1844
DATE
CONSTRUCTION RECORD
DRAWING
THIS CONSTRUCTION RECORD DRAWING IS A COPY
OF THE APPROVED CONSTRUCTION DRAWINGS
PREPARED BY 8ARGHAUSEN CONSULTING
ENGINEERS, INC AND HAS BEEN EDITED TO
REFLECT ASBUILT CONDITIONS. THE INFORMATION
PROVIDED ON THESE RECORD DRAWINGS IS A
COMBINATION OF FIELD SURVEYED INFORMATION
AND DOCUMENTED FIELD REVISIONS.
SURVEYED:
DESIGNED:
GRL/TDR
DRAWN:
GIRL
CHECKED:
TDR
BY DATE AP P R APPROVED:
CTB
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
INSTALL ANCHOR
BOLT COVERS
(PROVIDED BY POLE
MANUFACTURER)
INSTALL GROUT.-
PROMDE 1/2' DIA
DRAIN VIBE
THROUGH CROUT
2.5" r 5' REINFORCED ALUMINUM
HANOHOLE COVERED BY 3'X6"
LUINUM DIE CAST PLATE
ATTAMCHED BY SCREWS IN EACH
CORNER.
STREET LIGHT DECAL
NUMBERING PER DECAL
NUMBERING DETAIL, CITY OF
RENTON SIC. PLAN 121.
2.5- s 5' REINFORCED
ALUMINUM DRIP ACCESS
HANDHOLE OPENING ON
POLE WTH -%'-16 HOLE ¢
FORA GROUND CONNECTOR, _I
FLUSH FITTING ALUMINUM _
DOOR AND GASKET
6" O.D. A 0.250" WALL
(PaE)
3" r 6' RDNFORCED ALUMINL
HANDHOLE OPENING WTH
COVER ON POLE Wm )§'-16
IDLE FOR A GROUND
TIP of aDEWALK Y
j OR PLANTER N
/� "l�'
-I FABRICATED ALUMINUM BASE
FOR FOUNDA-ION OETA L5, J
SEE THIS SHEET
POLE ELEVATION
30"
8 - 15 BARS,
EVENLY SPACED
2" CONDUIT UNLESS
CENTER CONDUIT
IN TER
STATED OTHERWISE ON
PLANS
16-11" DIA BOLT
CIRCLE
ANCHOR BOLT
#4 HOOPS ® 12'
FOUNDATION
SECTION
2" CONDUIT UNLESS
GROUND POLE TO
STATED OTHERWISE ON
FOUNDATION
PLANS
3/4" CHAMFER (TYP)
V-15" MIN BELOW
GROUND,
2•-0' MIN UNDER
PAVEMENT
EXTEND THE CONDUIT
0
6" MIN BEYONDIA
o
FOUNDATION OR THE
a
CONTROLLED DENSITY
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BACKFlLL
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{)4 HOOPS HD 12"
�
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8 - q5 BARS,
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EVENLY SPACED
�+
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2 1/2' CLR
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FOUNDATION DETAIL
1-1/8" DIA HOLE
(TYP)
�d• 1/4" STEEL PLATE
BOLT CIRCLE (DIA
SIZE TO LUMINAIRE
BASE PLATE
DIMENSION)
ANCHOR BOLT TEMPLATE DETAIL
TOP OF FOUNDATION
ANCHOR BOLT, 4
TOTAL, 1" DIA (TIP)
1" HEX NUTS, STEEL (6 REUD
PER ANCHOR BOLT),
RAT WASHERS (6 REO'D PER
ANCHOR BOLT)
ANCHOR BOLT ASSEMBLY DETAIL
FOUNDATION DETAILS
NOTE: NO SONATUBE ALLOWED FOR
FOUNDATION CONSTRUCTION
ti�Y 0 ARTERIAL STREET
STD. PLAN- 117.2
PUBLIC WORKS PPRO D:
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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1-800-424-5555
DATE:
10/19/2021 w m
CITY OF ASBUILT ILLUMINATION DETAILS FIELDBOOK: -1-0
'� RENT 0 N PAGE: 7
S U M P K M G R ESE R PLAT DRAWING NO: c
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5007 E CORAL LANE
SPOKANE, WA 99223 SHEET: wC 0F. A7 C �!
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DocuSign Envelope ID: F4136C70-1A89-4D3E-83C3-E2FO224FAF95
POLE & BRACKET CABLE, #12
AWG. SPLICES BETWEEN FUSE
HOLDER AND LUMINAIRE FIXTURE
SHALL NOT BE ALLOWED
FUSE KITS QUICK
REFER TO WSROT LOCKING DISCONNECT 3 AMP IN LINE
LID STANDARD DUTY FUSE KITS S.E.C. OR EQUAL
JUNCTION BOX TYPES 1 do
2 STANDARD PLAN J-40.10
SPLICE KITS CLEAR EPDXY SPLICE
KITS ON ALL THRU WIRE RUNS —
CONCRETE PAD DR
SIDEWALK PER STD PLAN 120
24 (MIN) COVER 18 BARE COPPER
GROUND WIRE
1 -#8 EQUIPMENT GROUND
WIREW/GREEN INSULATION
FROM SERVICE CABINET
2 - LIGHTING SYSTEM
WIRES TO CONTACTOR
(SIZED AS REQ'D.)
GROUND LUG
eZ
GROUND
CLAMP
2tl PVC CONDUIT
5/8'xB' COPPER CLAD
GROUND ROD
rO LUMINAIRE
#$ GREEN INSULATED WIRE
TO FIXTURE GROUND LUG
CONCRETE FOUNDATION
NOTES:
1. THIS DETAIL DEPICTS THE BASIC LUMINAIRE ELECTRICAL WIRING SYSTEM, ADDIMNAL ELECTRICAL EQUIPMENT MAY
VARY.
2. MINIMUM GROUND WIRE SIZE SHALL BE #8, AS SHOWN ABOVE. IF CURRENT CARRYING CONDUCTORS ARE LARGER
THAN #8, THE MINIMUM GROUND WIRE SIZE SHALL MATCH THE LARGEST WIRE SIZE OF THE CURRENT CARRYING
CONDUCTORS.
3. EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE
HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND
MAINTENANCE.
4. IF THE FIXTURE MANUFACTURER HAS MADE PROVISIONS FOR THE ATTACHMENT OF A GROUND WIRE, A GREEN
INSULATED WIRE OF THE SAME SIZE SHALL RUN FROM THE FIXTURE TO THE GROUND LUG INSIDE THE: POLE
HANDHOLE. IF THE FIXTURE MANUFACTURER HAS A GROUND LUG A 08 GREEN INSULATED WIRE SHALL BE RUN
FROM THE FIXTURE GROUND LUG TO THE POLE GROUND LUG.
LUMINAIRE ELECTRICAL STD. p1,p,N _ 119
.` I+ PUBLIC WORKS WIRING SYSTEM
DEPARTMENT GAZ 5/22JZ019
ii
BENCHMARK
FOUND PUNCHMARK IN 1y4" BRASS
DATUM DOME IN CONCRETE MONUMENT IN
CASE 0.5' BELOW GRADE OBSERVED
HORIZONTAL DATUM: VERTICAL DATUM: (NAD 83/1 1)
NAD '83/'91 NAVD '88 N:175866.55, E:1319201.78
DocuSigm Envelope ID: 5D3DBAIA-2D4D-18E8-BB23-8A2834885ME
-• 1,47
LI-IMI • LIK P!JL JUNCTION BCX
CCIN.CRETE PAD
PLAN VIEW
LUVINAIRE PnLE
CONCRETE PAD
r
JiIIII:TiflIJ
UL .Ii. ..
LUMINAIRE CONCRETE PAD DETAIL
GENERAL NOTES,
1 LUMINAIRE FQNCRETE FAD SHALL 13E USED IN AREAS
OUTS+DE OF 51DfWA K
C4ACRETE C-A55 FUR LUUINAIRE. CONCRETE PAD yIAII
BE PER STU FLAN 135.
3 TQP OF LHUINAIP.E FOUNDATION ELEVATION 5HALL BE
LOCATED AT BOTTOM OF LUMINAIRE CONCRETE PAD
ELVATIDN OR BC]TTOM OF SIDEWALK ELEVATIUM
- LUMINAIRE POLE AND AAFTION 13OX TYPE PER PLAN
LUMINAIRE r, NCRETE PAP ACCAWOCATES TYPE 1 AND
TYK 2 JJNGnON EOXES 1)KY
A SB UILT ILLUMINATION DETAILS
OF
SUMPTER SHORT PLAT
A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
LUMINAIRE. POLE f IUNCTION BOX
CONREr SDEWALk
PLAN VIEW PER STD PLAN 102
LUMINAIRE POLL
GONCRETr: SIDEWALK
fi PER 5TD PLAN 102
1UNCTION BOX
~-LIJMryAIRk CONCRETE
FOUNDATION
SIDE VIEW
LUMINAIRE WITH SIDEWALK DETAIL
CONCRETE PAD L'
JUNCTION BOY PLAN v3EV1
i4
COKCRETE PAD
JUNCTION Box V1T:lr
INDIVIDUAL JUNCTION BOX PAD DETAIL.
LUMINAIRE CONCRETE
STD. PLAN - I?C1
It PUDL.IC WORKS PAD/SIDEWALK AND XrP"VED 3/ 3
DEPARTMENT JUNCTION BOX CONCRETE PAD Gregg A. Zirnmd i11 6Z❑ x9 14.
ec-a�c�:a�esa�E.
FOUND PUNCHMARK IN 1y4" BRASS
DOME IN 4X4
0.4' BELOW GRADE 37555
(NAD 83/11)
N:175852.22, E:1319809.82
TIN
REVISION
FOR STD PLAN 117.1
- 3 4" TO 2"
A-
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rti c.
.M
DECAL:
BEFLEC UR12ED GOT WC GOLD OR WHITE
LEGEND ON BLACK
BACKGROUND
INSTALL DECAL KUM 3ERS VERTICALLY.
INSTALL IN PRY WEATHER, 50' F OR
ABOVE
N[J?A8ERR4G
EXAMPLES
CURB
FOR SMPI.AN ilb.1,1172,117.4-
STREET LIGHT STANDARD
PI;DL,IC WORKS DECAL NUMBERING SYSTEM
D>;PAR MENT
LED TYPE
WATTAGE
STD. PLAIN-- 121 _
PROV
A-1r.
CONSTRUCTION RECORD
DRAWING
THIS CONSTRUCTION RECORD DRAWING tS A COPY
OF THE APPROVED CONSTRUCTION DRAWINGS
PREPARED BY BARGHAUSEN CONSULTING
ENGINEERS, INC AND HAS BEEN EDITED TO
REFLECT ASBUILT CONDITIONS. THE INFORMATION
PROVIDED ON THESE RECORD DRAWINGS IS A
COMBINATION OF FIELD SURVEYED INFORMATION
AND DOCUMENTED FIELD REVISIONS.
SURVEYED:
DESIGNED:
GRL/TDR
DRAWN:
GIRL
CHECKED:
TDR
BY DATE AP P R APPROVED:
CTB
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
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DATE: Z
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CITY OF ASBUILT ILLUMINATION DETAILS FIELDBOOK: 0
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RENTON PAGE: 7
• S U M P ER K M G R ESE R RT PLAT DRAWING N0: 2 W
Planning/Building/Public works Dept. 5007 E CORAL LANE I L-04 D
SPOKANE, WA 99223 SHEET: 46 OF:4/ (n
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