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EMERGENCY ACCESS —
EASEMENT REC. NO.
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2UTILITY EASEMENT
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SE 1/4 SECTION 3, 70WNSHIP 23 N., RANGE 5 E
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MA ER TINS RANCH
15' EASEMENT
REC. NO.
20140306000025
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HOLDINGS LLC
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DEED N0.
7207120398
I
5' WATER MAIN
. ASEMENT REC. NO.
6261949
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 - 7TH AVENUE, KIRKLAND, WA 98033
0 425.827.3063 F 425.827.2423
1
N0.
DEED N0.
6468344
VER T1 CAL DA TUM:
NA VD 88 PER CITY OF RENTON VERTICAL CONTROL
NO TES:
1. CITY TO APPROVE SHOP DRAWINGS FOR ALL SIGNAGE PRIOR TO FABRICATION.
2. ALL STREET SIGNS TO BE FABRICATED PER CITY OF RENTON STANDARD PLANS.
J. NO PARKING IS TO BE PERMITTED WI THIN THE TEMPORARY CUL—DE—SAC.
TEMPORARY NO PARKING SIGNS SHALL BE INSTALLED ALONG THE PERIMETER.
MUTCD SIGN R7-1 (COR STANDARD)
NPA T = NO PARKING ANYTIME
*ORIENT NO PARKING SIGN
AT 45 DEGREES FROM STREET
T-383501
R-383519
DRAWINGS NOT APPROVED
FOR CONSTRUCTION UNLESS
STAMPED OR SIGNED APPROVED
BY THE REVIEWING AGENCY
NORTH
GRAPHIC SCALE
0 25 50 100
1111111 1
1 INCH = 50 FT.
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY. Date.
BY: Date:
BY: Date:
BY: Date:
Ir1YI.l1R YLP o,., 3.15 SURVEYED: SS SCALE: 1988 DATE:
AS NOTED HORIZONAMAERTINS RANCH LL NAD D1983/1991 C I TY C 01.20.2015
DESIGNED:
FIELDBOOK:
DRAWN: RENTON PAGE:
N IC ONE INCH CHANNELIZATION AND SIGNAGE PLAN DRAWING NO:
CHECKED:
MAJ IF NOT ONE FULL SC LE Planning/Building/Public Works Dept. C19
REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY PERMITS: U15-001308, BSHEET: OF:
I 119 20
C DDRS PROJECT NO. 14103 A — N N N N A A
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No. 20060808001642
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15' EASEMENT
REC. NO.
20140306000025
Tp 7w
in
HOLDINGS LLC
`NPA T
0�
DEED N0.
7207120398
I
5' WATER MAIN
. ASEMENT REC. NO.
6261949
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 - 7TH AVENUE, KIRKLAND, WA 98033
0 425.827.3063 F 425.827.2423
1
N0.
DEED N0.
6468344
VER T1 CAL DA TUM:
NA VD 88 PER CITY OF RENTON VERTICAL CONTROL
NO TES:
1. CITY TO APPROVE SHOP DRAWINGS FOR ALL SIGNAGE PRIOR TO FABRICATION.
2. ALL STREET SIGNS TO BE FABRICATED PER CITY OF RENTON STANDARD PLANS.
J. NO PARKING IS TO BE PERMITTED WI THIN THE TEMPORARY CUL—DE—SAC.
TEMPORARY NO PARKING SIGNS SHALL BE INSTALLED ALONG THE PERIMETER.
MUTCD SIGN R7-1 (COR STANDARD)
NPA T = NO PARKING ANYTIME
*ORIENT NO PARKING SIGN
AT 45 DEGREES FROM STREET
T-383501
R-383519
DRAWINGS NOT APPROVED
FOR CONSTRUCTION UNLESS
STAMPED OR SIGNED APPROVED
BY THE REVIEWING AGENCY
NORTH
GRAPHIC SCALE
0 25 50 100
1111111 1
1 INCH = 50 FT.
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY. Date.
BY: Date:
BY: Date:
BY: Date:
Ir1YI.l1R YLP o,., 3.15 SURVEYED: SS SCALE: 1988 DATE:
AS NOTED HORIZONAMAERTINS RANCH LL NAD D1983/1991 C I TY C 01.20.2015
DESIGNED:
FIELDBOOK:
DRAWN: RENTON PAGE:
N IC ONE INCH CHANNELIZATION AND SIGNAGE PLAN DRAWING NO:
CHECKED:
MAJ IF NOT ONE FULL SC LE Planning/Building/Public Works Dept. C19
REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY PERMITS: U15-001308, BSHEET: OF:
I 119 20
C DDRS PROJECT NO. 14103 A — N N N N A A
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EXISTING ELECTRIC SERVICE 2
CONSTRUCTION NOTES
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EXISTING LUMINAIRE
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INSTALL N IGHB❑RH❑❑D STREET PEDESTRIAN LUMINAIRE FIXTURE AND POLE PER STANDARD
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116.1 CONCRETE FOUNDATION, AND ASSOCIATED JUNCTION f
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CABIN ❑D FY AS
----- MAINTENANCE ASSISTANT MANAGER 625-530-7627 FOR SERVICE CONNECTION.
41 1 41 :1
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UNDERGROUND UTILITY NOTE:
YOU MUST CALL 1-800-424-5555 NOT LESS THAN 72 HOURS
BEFORE BEGINNING EXCA VA TION WHERE ANY UNDERGROUND
UTILI TIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN
BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE
COST OF REPAIRS TO THE SERVICE).
CAUTION:
LOCATION OF EXISTING UTILITIES SHOWN IS
APPROXIMATE AND MAY NOT BE ACCURATE
OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO POTHOLE AS REQUIRED
AND FIELD VERIFY LOCATION OF UTILITIES
PRIOR TO PROCEEDING WITH CONSTRUCTION.
LUMINAIRE SCHEDULE
LUM,
NO.
t
CIRCUIT
N❑,
LOCATION
4
5
LED LAMP
WATTAGE
MAST ARM
(FEET)
MOUNTING
HGT, (FT.)
STANDARD
PLAN #
.... 10
*Elk
1
If
16.0' RT
44 LED
NA
14'
116.1
2
A
NE 16TH ST 21+39
15.0' RT
44 LED
NA
14'
IA
1
A
NE 16TH ST 22+44
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14'
116.1
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15.0' RT
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116.1
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116.1
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ROAD A 11+86
16,5' LT
44 LED
NA
14'
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9
8
:
ROAD A 12+86
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44 LED
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14
116.1
10
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ROAD A 13+34
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16.5' LT
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14'
116.1
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ROAD A 13+92
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16,5' RT
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UNDERGROUND UTILITY NOTE:
YOU MUST CALL 1-800-424-5555 NOT LESS THAN 72 HOURS
BEFORE BEGINNING EXCA VA TION WHERE ANY UNDERGROUND
UTILI TIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN
BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE
COST OF REPAIRS TO THE SERVICE).
CAUTION:
LOCATION OF EXISTING UTILITIES SHOWN IS
APPROXIMATE AND MAY NOT BE ACCURATE
OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO POTHOLE AS REQUIRED
AND FIELD VERIFY LOCATION OF UTILITIES
PRIOR TO PROCEEDING WITH CONSTRUCTION.
LUMINAIRE SCHEDULE
LUM,
NO.
POLE *
ID. N❑.
CIRCUIT
N❑,
LOCATION
GPS
C❑ORD.
1
LED LAMP
WATTAGE
MAST ARM
(FEET)
MOUNTING
HGT, (FT.)
STANDARD
PLAN #
1
*Elk
1
NE 16TH ST 20+67
16.0' RT
44 LED
NA
14'
116.1
2
A
NE 16TH ST 21+39
15.0' RT
44 LED
NA
14'
116.1
3
A
NE 16TH ST 22+44
i
44 LED
NA
14'
116.1
4
€I
1
NE 16TH ST 23+38
15.0' RT
r
NA
14'
116.1
5
A
ROAD A 10+44
15.0' RT
44 LED
NA
14'
116.1
6
A
ROAD A 10+65
16.5' LT
44 LED
/
x
116.1
7
f #..
A
ROAD A 11+45
16.5' RT
44 LED
NA
14'
116.1
8
A
ROAD A 11+86
16,5' LT
44 LED
NA
14'
116.1
9
8
A
ROAD A 12+86
16.5' RT
44 LED
NA
14
116.1
10
A
ROAD A 13+34
16.5' LT
44 LED
...
14'
116.1
:i
�.
ROAD A 13+92
i
16,5' RT
44 LED
NA
14'
116.1
12
g
A
ROAD A 14+40
16.5' LT
5
NA
14'
116.1
13
t ,
A
ROAD A 14+96
20.0' RT
44 LED
i:
14'
116,1
14
A
ROAD B 15+35
49.0' LT
44 LED
NA
14'
116.1
15
A
ROAD B 16+21
16.5' RT
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14'
116.1
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UNDERGROUND UTILITY NOTE:
YOU MUST CALL 1-800-424-5555 NOT LESS THAN 72 HOURS
BEFORE BEGINNING EXCA VA TION WHERE ANY UNDERGROUND
UTILI TIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN
BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE
COST OF REPAIRS TO THE SERVICE).
CAUTION:
LOCATION OF EXISTING UTILITIES SHOWN IS
APPROXIMATE AND MAY NOT BE ACCURATE
OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO POTHOLE AS REQUIRED
AND FIELD VERIFY LOCATION OF UTILITIES
PRIOR TO PROCEEDING WITH CONSTRUCTION.
LUMINAIRE SCHEDULE
LUM,
NO.
POLE *
ID. N❑.
CIRCUIT
N❑,
LOCATION
GPS
C❑ORD.
OFFSET
(FEET)
LED LAMP
WATTAGE
MAST ARM
(FEET)
MOUNTING
HGT, (FT.)
STANDARD
PLAN #
1
*Elk
A
NE 16TH ST 20+67
16.0' RT
44 LED
NA
14'
116.1
2
A
NE 16TH ST 21+39
15.0' RT
44 LED
NA
14'
116.1
3
A
NE 16TH ST 22+44
15.0' RT
44 LED
NA
14'
116.1
4
A
NE 16TH ST 23+38
15.0' RT
44 LED
NA
14'
116.1
5
A
ROAD A 10+44
15.0' RT
44 LED
NA
14'
116.1
6
A
ROAD A 10+65
16.5' LT
44 LED
NA
14'
116.1
7
A
ROAD A 11+45
16.5' RT
44 LED
NA
14'
116.1
8
A
ROAD A 11+86
16,5' LT
44 LED
NA
14'
116.1
9
A
ROAD A 12+86
16.5' RT
44 LED
NA
14
116.1
10
A
ROAD A 13+34
16.5' LT
44 LED
NA
14'
116.1
11
A
ROAD A 13+92
16,5' RT
44 LED
NA
14'
116.1
12
A
ROAD A 14+40
16.5' LT
44 LED
NA
14'
116.1
13
A
ROAD A 14+96
20.0' RT
44 LED
NA
14'
116,1
14
A
ROAD B 15+35
49.0' LT
44 LED
NA
14'
116.1
15
A
ROAD B 16+21
16.5' RT
44 LED
NA
14'
116.1
* NOTE: POLE ID NOS. ARE TO BE PROVIDED BY THE CITY AT TIME OF CONSTRUCTION
WIRING SCHEDULE
CONDUITCONDUIT
RUN
2
CONDUCTORS
SIZE
NOTE
1
2.0" PVC (SCHEDULE -46) 1-#6 GR
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LED PEDESTRIAN LUMINAIRE
AND DECORATIVE POLE
------- PVC CONDUIT (SEE WIRING SCHEDULE)
� TYPE 1 JUNCTION BOX WITH
CONCRETE PAD
WIRE NOTE
O CONSTRUCTION NOTE
61
T-383502
R-383521
RECOMMENDED
FOR APPROVAL
BY
BY
BY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
• DATE 7// f/J
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DATE
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NORTHWEST
TRA F -F -1c EXPERTS
11410 NE 124th St., #590, Kirkland, WA 98034
Phone: 425.522.4118 Fax: 425.522.4311
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EUA
PRESTIGE SERIES (CY17T4) LED
POST -TOP LUMINAIRE (WATTAGE
PER PLANS, 4,000K CCT, 120-277V
UNIVERSAL DRIVER• VIM 1fS3AR 2" CONDUIT UN
RIBBED ACRYLIC LENS) BY CYCLONE STATED OTHMI
n (OR APPROVED EQUAL), DRIVER PLANS
C14 t� I I if SHALL BE INTEGRAL TO THE
FIXTURE.
ANCHOR BOLT
FOR STREET LIGHT
STANDARD DECAL
NUMBE:olhc DETAIL,
REFER TO CITY OF
RENTON S16 PLAN t21
14'-0♦ FLUTED SHAPE, 5" DIAMETER,
STRAIGHT ALUMINUM POLE
(PDI5-14-81346-44900STX-TN43)
BY CYCLONE (OR APPROVED EQUAL)
(4) OVAL SLOTS
ACCEPTING 1'66%4"
GALVANIZED STEEL
ANCHOR BOLTS
BASE PLATE ULTAIL
8 -• p5 BARS,
EVENLY SPACED
CENTER CONDUIT
IN FOUNDATION
BOLT CIRCLE (DIA PER
BASE PLATE DETAIL,
THIS SHEET)
44 HOOPS Q 12"
EQuKAR2 2cT1-0
2" CONDUIT UNLESS
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1
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— LUMINAIRE WIRES WILL BE #12
W
D'
AWG IN A JACKETED CAB
REFER TO WSDOT LOCKING LID STANDARD
PAVEMENT
CL
DUTY JUNCTION BOX TYPES 1 & 2
STIANDARO PLAN J-40.10-133
TFIXTURE GROUND WG
EXTEND THE CONDUIT
1/4" MINI MUM
6" MIN BEYOND
LO
DRAIN HOLE
SPLICE KITS CLEAR EPDXY
ON ALL THRU
2" MIN. GROUT
FOUNDATION OR THE
HARE RUNS
UNDER POLE BASE
bi\
CONTROLLED DENSITY
OR CURB.:
4• CONCRETE PAD
rfh
BACKFILL
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2' MIN. SIB BARE COPPER
8 T X15 BARS,
U)
GROUND
EVENLY SPACED
CLAMP I I
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2 1/2" CLR
4`
I,
1 -SIB EQUIPMEN
WIREW/GREEN INSULATION
2" PVC CONDUIT
I I
FROM SERVICE CABINET
SYSTEM
- 3" MINT
2 - LIGHTING SYSTEM
WIRES TO CONTACTOR
x-1
F PROJECTION 1
(SIZED AS REO -D,)
CONCRETE
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PRIMED AND POADFR COATED.
fINtSH COLOR; RAL 9005TX "JET BLACK"
EUA
PRESTIGE SERIES (CY17T4) LED
POST -TOP LUMINAIRE (WATTAGE
PER PLANS, 4,000K CCT, 120-277V
UNIVERSAL DRIVER• VIM 1fS3AR 2" CONDUIT UN
RIBBED ACRYLIC LENS) BY CYCLONE STATED OTHMI
n (OR APPROVED EQUAL), DRIVER PLANS
C14 t� I I if SHALL BE INTEGRAL TO THE
FIXTURE.
ANCHOR BOLT
FOR STREET LIGHT
STANDARD DECAL
NUMBE:olhc DETAIL,
REFER TO CITY OF
RENTON S16 PLAN t21
14'-0♦ FLUTED SHAPE, 5" DIAMETER,
STRAIGHT ALUMINUM POLE
(PDI5-14-81346-44900STX-TN43)
BY CYCLONE (OR APPROVED EQUAL)
(4) OVAL SLOTS
ACCEPTING 1'66%4"
GALVANIZED STEEL
ANCHOR BOLTS
BASE PLATE ULTAIL
8 -• p5 BARS,
EVENLY SPACED
CENTER CONDUIT
IN FOUNDATION
BOLT CIRCLE (DIA PER
BASE PLATE DETAIL,
THIS SHEET)
44 HOOPS Q 12"
EQuKAR2 2cT1-0
2" CONDUIT UNLESS
GROUND POLE. TO
STATED OTHERWISE ON
FOUNDATION
PLANS
NO SPLICES.
3/4• CHAMFER (TYP)
V-6' MIN BELOW
w,
GROUND,
W
FUSE KITS QUICK DISCONNECT
TO LUMINAIRE
1
2'-0" MIN UNDER
— LUMINAIRE WIRES WILL BE #12
W
D'
AWG IN A JACKETED CAB
REFER TO WSDOT LOCKING LID STANDARD
PAVEMENT
#8 GREEN
GREEN INSULATED WIRE
DUTY JUNCTION BOX TYPES 1 & 2
STIANDARO PLAN J-40.10-133
TFIXTURE GROUND WG
EXTEND THE CONDUIT
1/4" MINI MUM
6" MIN BEYOND
DRAIN HOLE
SPLICE KITS CLEAR EPDXY
ON ALL THRU
2" MIN. GROUT
FOUNDATION OR THE
HARE RUNS
UNDER POLE BASE
BE LEVE, WITH TOP OF SIDEWALK
CONTROLLED DENSITY
OR CURB.:
4• CONCRETE PAD
rfh
BACKFILL
14 HOOPS 0 12"
`
a
2' MIN. SIB BARE COPPER
8 T X15 BARS,
GROUND
EVENLY SPACED
CLAMP I I
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{
2 1/2" CLR
4`
I,
1 -SIB EQUIPMEN
WIREW/GREEN INSULATION
2" PVC CONDUIT
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FROM SERVICE CABINET
SYSTEM
- 3" MINT
2 - LIGHTING SYSTEM
WIRES TO CONTACTOR
x-1
F PROJECTION 1
(SIZED AS REO -D,)
CONCRETE
INSTALL GROUT. 24"
PROVIDE 1/2" DIA DRAIN r -- 4
TUBE THROUGH GROUT.
F'OUNQATION DETAIL
7/6" DIA HOLE
I (TYP)
?• 1/4" STEEL PLATE
2'x5" HANDHOLE BOLT CIRCLE (DIA
PER BASE PLATE
SH
DECORATIVE AWMINL'M CLAMSHELL DETNL' THIS E T)
BASE COYER -E646 BY CYCLONE
(OR APPRQVEO EQUAL) DOLE BASE DETAIL A FiOR 60E T TEMPLATE DETAI
SEE POLE BASE 1Z OF EiWh2flgH
DETAIL, THIS
SHEET ANCHOR BOLT, .4 TOTAL,
3/4" DIA (TYP)
16" DIAMETER '
sem 3/4' HLX NUIS, SILEL (6
REO`D PER ANCHOR 860),
FLAT MASHERS (6 REOD PER
ANCHOR' BOLT)
FOR HIS SHEET FOUNDATION -DETAILS,
SEE TANCHOR BOLT ASSEMEILY QUAIL
POLE ELEVATION FOUNDATION DETAILS
STD. PLAN -- 1161
NEIGI�#I30RHOOD STREET
F' UH LT C WORKS p1RovE ..,,....,.....1..,..,.,,�,..
♦ + DEPARTMENT PEDESTRIAN LUMINAIRE
FIXTURE AND POLE DETAILS" 4DA
STRE
3'
♦IV 1411 MY 4a V/�
PLAN VIEW
SIDE VIEW
LIGHTING STANDARD & JUNCTION BOX
NOTE
CLASS 'B' CONCRETE TO BE
USED IN CONSTRUCTION OF PAD
4" DEEP
• 4
Q
4
A
d Z ♦ a
p o
d d •�
P �
PLAN VIEW
INDIVIDUAL JUNCTION BOX
v �
PUBLIC WORKS CONCRETE PAD DETAILS S oyED:
.PLAN --120
♦ DEPARTMENT
O
»
F DATIO
LUMINAIRE WIRES WILL BE A CONTINUOUS RUN
111
FROM FUSE HOLDER TO FIXTURE
WITH
NO SPLICES.
m
mo
°°
GROUND ROD
W
FUSE KITS QUICK DISCONNECT
TO LUMINAIRE
1
3 AMP IN LINE FUSE KITS
S.E.C. OR EQUAL
— LUMINAIRE WIRES WILL BE #12
W
D'
AWG IN A JACKETED CAB
REFER TO WSDOT LOCKING LID STANDARD
#8 GREEN
GREEN INSULATED WIRE
DUTY JUNCTION BOX TYPES 1 & 2
STIANDARO PLAN J-40.10-133
TFIXTURE GROUND WG
GROUND LUG
1/4" MINI MUM
DRAIN HOLE
SPLICE KITS CLEAR EPDXY
ON ALL THRU
2" MIN. GROUT
TOP OF CONCRETE FOUNDATION TO
HARE RUNS
UNDER POLE BASE
BE LEVE, WITH TOP OF SIDEWALK
OR CURB.:
4• CONCRETE PAD
rfh
`
`
2' MIN. SIB BARE COPPER
GROUND WIRE
GROUND
CLAMP I I
I I
4`
I,
1 -SIB EQUIPMEN
WIREW/GREEN INSULATION
2" PVC CONDUIT
I I
FROM SERVICE CABINET
SYSTEM
Ii
2 - LIGHTING SYSTEM
WIRES TO CONTACTOR
(SIZED AS REO -D,)
CONCRETE
OLIN N
3' S0. OR DIA.
5/B"xB' COPPER CLAD
GROUND ROD
NOTES:
1. EQUIPMENT' GROUND WIRE & BARE WIRE SHALL BE
SECURELY FASTENED 10 THE GROUND LUG INSIDE THE.
POLE HANDHOL.E. A(A._ BONDING & GROUNDING CONNECTIONS
SHALL REMAIN ACCESSIBLE FOR INSPECTION AND
MAINTENANCE.
2. IF THE FIXTURE MANUFACTURER HAS MADE PROVISION FOR
THE ATTACHMENT OF A GROUND WIRE A GREEN INSULATED
WIRE. OF THE SAME SIZE SHALL BE RUN FROM THE FIXTURE
TO THE GROUND LUG INSIDE THE POLE HANDHOLE. IF THE
FIXTURE MANUFACTURER HAS A GROUND LUG A #8 GREEN
INSULATED WIRE SHALL BE RUN FROM THE FIXTURE
GROUND LUG TO THE POLE GROUND LUG.
I STD♦ PLAN - 119
♦ ♦ PUBLIC WORKS TYPICAL LIGHTING APPIiOVI,!D--
DEPARTMENT UNDERGROUND SYSTEM
MI
[if
1`
LED TYPE
WATTAGE
1— 3/4" TO 2"
2" TO
2-1/2" TO 3"
DECAL
REFLECTORIZED GOTHIC GOLD OR WHITE
LEGEND ON BLACK BACKGROUND
STDPUBLIC WORKS STREET LIGHT STANDARD PLAN 121
' DEPARTMENT DECAL NUMBERING SYSTEM
dry-
EPDXY
'ILII
�/////////_- V///////////INLINE SPLICE
17- n n v v 17-11 1
SPLICE KIT
WYE SPLICE
DIAMETER i
—4-7/8
LOAD LINE
1/4 FU SE /
1/8 0 �1 /8
r,- mc� m
CUTTING RINGS
FUSE KIT
NOTE: PLEASE SUBMIT PRODUCT SUBMITTALS TO THE CDR
FOR APPROVAL PRI❑R TO ORDERING STREET LIGHTING,
T-383503
R-383522
FUSE KIT & SPLICE KIT DETAILS
�� O� ADOPTED
CITY OF RENTON
Standard plans
LST DATE: 11/5/96
DWG. NAME: JR -12 SP PAGE: J013 I
CAUT/ON:
LOCATION OF EXISTING UTILITIES SHOWN IS
APPROXIMATE AND MAY NOT BE ACCURATE
OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO POTHOLE AS REQUIRED
AND FIELD VERIFY LOCATION OF UTILITIES
PRIOR TO PROCEEDING WITH CONSTRUCTION.
UNDERGROUND UTILITY NATE:
YOU MUST CALL 1-800-424-5555 NOT LESS THAN 72 HOURS
BEFORE BEGINNING EXCA VA TION WHERE ANY UNDERGROUND
UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN
BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE
COST OF REPAIRS TO THE SER VI CE).
:iA: ^'. ^..' •. }: S' �S ..%E 33'. ..3:. f' .A. .• "»L:,'.:2>9'.:i.Cx:a., •4''Ti .. �.. ,. ..... •3 C e
RECOMMENDED
FOR APPROVAL
BY
BY
BY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
• /DATE7114f ' .
DATE
DATE
TraffEx
TRA F-jc-1c EXPERTS
11410 NE 124th St., #590, Kirkland, WA 98034
Phone: 425.522.4118 Fax: 425.522.4311
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