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LEGAL DESCRIPTION
THE NORTH 2 z ACRES QE 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.
��� [�' i��'J�ATJ, � � i I'i y [!7 i � �]'i/1//p���'�] �� [�ZOI � i �G�1�'J \► UJ'�►i�l�l � i I'J�ti�I i
AND ALSO EXCEPT THAT PORTION THERE OF CONVEYED TO THE STATE
QE WASHINGTON FOR STATE ROUTE 515 BY DEED RECORDED UNDER
RECORDING NO 8906291184:
SITUATED IN THE CITY QE RENTON, COUNTY OF KING, STATE QE
WASHINGTON
CITC 1'IATA
TAX PARCEL NO: 052205-9078
SITE ADDRESS: #19805 108TH AVE SE RENTON,
WA 98055
TOTAL SITE AREA: 97,174 SE
ZONING: R4
DocuSign Envelope ID: 5D308AIA-204D-48E8-BB23-8A2834BB565E
PAINT SPECIFICATIONS:
ALL ALUMINUM LUMINAIRE AND POLE
RELATED PARTS SHALL BE FACTORY
PRIMED AND POWDER COATED.
FINISH COLOR. RAL 9005TX "JET BLACK"
18-1/4"
PRESTIGE SERIES (C118T4 LED
WI
POST -TOP LUMINAIRE (WATTAGE
PER PLANS, 4,000K COT, 120-277V
UNIVERSAL DRIVER, WITH VS3AR
_ .� RIBBED ACRYLIC LENS) BY CYCLONE
M (� (OR APPROVED EQUAL). DRIVER
I SHALL BE INTEGRAL TO THE
FIXTURE.
TERMINAL BLOCK LOCATED IN THE
FIXTURE
STREET LIGHT STANDARD DECAL
NUMBERING PER STD PLAN 121
14'-0" FLUTED SHAPE, 5" DIAMETER,
STRAIGHT ALUMINUM POLE
(PD15-14-BD46-RAL9005TX-TN43)
BY CYCLONE (OR APPROVED EQUAL)
INSTALL GROUT.
PROVIDE 112" DIA DRAIN
TUBE THROUGH GROUT.
3/4" CHAMFER -�
6" HIGH FOUNDATION CAP
2 x5' HANDHOLE
(4) OVAL SLOTS
,0
BASE PLATE DETAIL
24" 8 - #5 BARS,
2" CONDUIT UNLESS EVENLY SPACED
STATED OTHERWISE ON�
PLANS CENTER CONDUIT
IN FOUNDATION
BOLT CIRCLE (DIA PER.
ANCHOR BOLT BASE PLATE DETAIL,
THIS SHEET)
k4 HOOPS @ 12"
FOUNDATION SECTION
2" CONDUIT UNLESS GROUND POLE TO
STATED OTHERWISE ONFOUNDATION
PLANS
6" FOUNDATION CAP -N \ F
3/4" CHAMFER (TYP)
EXTEND THE CONDUIT
6" MIN BEYOND
FOUNDATION OR THE
CONTROLLED DENSITY
BACKFILL
#4 HOOPS @ 12"
8 - #5 BARS,
EVENLY SPACED
2 1/2" CLR
3" M N. BOLT
PROJECTION j
MME
11■ilion
I,I,It
Il1��I!
!INN
INN
I■■
I■■
24'
FOUNDATION DETAIL
.� 7/8" DIA HOLE
�a z
(TYP)
�•. 2• 1/4" STEEL PLATE
BOLT CIRCLE (DIA
PER BASE PLATE
DECORATIVE ALUMINUM CLAMSHELL DETAIL, THIS SHEET)
BASE COVER BD46 BY CYCLONE ANCHOR BOLT -EMPLATE DETAIL
(OR APPROVED EQUAL) POLE BASE DETAIL
TOP OF FOUNDATION
ANCHOR BOLT, 4 TOTAL,
3/4" DIA (TYP)
3/4" HEX NUTS, STEEL (6
REQ'D PER ANCHOR BOLT),
FLAT WASHERS (6 REO'D PER
ANCHOR BOLT)
ANCHOR BOLT ASSEMBLY DETAIL
FOUNDATION DETAILS
POLE BASE PER
DETAIL, THIS
SHEET
T ` FOUNDATION PER DETAILS,
THIS SHEET
POLE ELEVATION
NOTE: SONATUBE SHALL NOT BE ALLOWED
FOR FOUNDATION CONSTRUCTION
G�tY o NEIGHBORHOOD STREET STD. PLAN - 116.1
PUBLIC WORKS PEDESTRIAN LUMINAIRE A ROVED:
DEPARTMENT FIXTURE AND POLE DETAILS GAZ 3/13/2019 I :1
DATE
ELEVATION - DECORATIVE POST TOP
WIRING SCHEDULE
X CONDUIT RUN
�j
0
# OF CONDUITS
AND SIZE
CONDUCTORS
CIRCUIT No.
1
2" PVC (SCH. 40)
PS UTILITY POWER
N/A
2
2 PVC (SCH. 40)
248, 1#8GREEN (BOND)
3#14 PHOTOCELL
A
3
2" PVC (SCH. 40)
2#8, 1#8 GREEN (BOND)
A
4
2" PVC (SCH. 40)
248, 148 GREEN (BOND)
A
5
2" PVC (SCH. 40)
248, 148 GREEN (BOND)
A
6
2" PVC (SCH. 40)
2#8, 1#8 GREEN (BOND)
A
7
2" PVC (SCH. 40)
2#8, 1#8 GREEN (BOND)
A
8
2" PVC (SCH. 40)
248, 148 GREEN (BOND)
B
9
2" PVC (SCH. 40)
248,148 GREEN (BOND)
B
10
2" PVC (SCH. 40)
2#8, 1#8 GREEN (BOND)
B
11
2" PVC (SCH. 40)
PULL STRING (EMPTY)
N/A
12
2" PVC (SCH. 40)
PULL STRING (EMPTY)
N/A
CONDUIT AND WIRING SCHEDULE
LUM. No.
POLE ID. No. **
CIRCUIT No.
LOCATION
GPS COORDINATES *
OFFSET (FEET)
FROM BACK OF
SIDEWALK
LED LAMP
WATTAGE
MOUNTING
HGT. (FT)
STANDARD
PLAN #
1
A
0+17
10'-6"
44
15
116.1
2
A
1+32.5
10'-6"
44
15
116.1
3
A
2+36.5
10'-6"
44
15
116.1
4
A
3+50.5
10'-611
44
15
116.1
5
A
4+64.5
10'-6"
44
15
116.1
6
A
5+80
10'-611
44
15
116.1
7
B
10+87 (106AVE S.E.)
10'-6"
44
15
116.1
8
B
9+92 (106AVE S.E.)
10'-611
44
15
116.1
* - Contractor to record GPS coordinate of pole base at installation to update on record drawings
**- City will provide contractor Pole ID No.s to put on ID Tags at time of construction
LUMINAIRE SCHEDULE
ARY
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HYDRANT
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PLAN SCALE. 1 "=50'
SURVEY BENCHMARK
CITY OF RENTON BM 1852, BRASS DISC IN CONC SI NE 4TH ST AND 1 48TH AVE
SE. PUBLISHED 138.614 METERS NAVD 88 454.769 FEET
CITY OF RENTON BM 2110 1/8" BRASS PIN IN 3" CONIC MON IN CASE AT THE
SI OF SE 1 76TH ST AND 1 1 6TH AVE SE PUB ELEV = 448.162 NAVD88
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 4G1
TEL: 604 543 8044 FAX: 604 543 8104
(� ()
EMAIL: CIVIL(4VXNLANDENG.COM
AIL
SURVEYED:
SURVEYED
SCALE:
1 "50'
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
DESIGNED:
RM
3.
ISSUED FOR REVIEW
SGC
2022/12/02
AB
DRAWN.
MK
I ONE INCH I
2.
ISSUED FOR REVIEW
SGC
2021 /04/14
AB
1.
ISSUED FOR REVIEW
MK
2020/06/19
AB
OHEOKE°: ER
AT FULL S CALE
IF NOT ONE INCH
SCALE AccoRINGI_v
D
N0.
REVISION
BY
DATE
APPR
APPROVED:
AB
2023-03-15
CALL- 48 HOURS
BEFORE YOUR
D C CALL 811
•
MY OF
'D RENTON
Planning/Building/Public Works Dept.
�--
VICINITY MAP
1 " 1 000'
CONSTRUCTION NOTES:
1. ALL LUMINAIRES SHALL BE SUPPLIED AND INSTALLED TO SUIT THE
CURRENT EDITION OF THE CITY OF RENTON PUBLIC WORKS
DEPARTMENT CONSTRUCTION STANDARDS AND GENERAL_ NOTES AS
PER STD. PLAN - 135.
2. LUMINAIRES SHALL BE WIRED TO SUIT STD. PLAN 119.
3. DECORATIVE LUMINAIRES AND BASES SHALL SUIT STD. PLAN 116.1
4. CONTRACTOR SHALL REFER TO STD. PLAN 120 FOR LUMINAIRE
CONCRETE PAD/SIDEWALK AND JUNCTION BOX CONCRETE PAD
DETAIL.
5. ALL STREET LIGHTS SHALL BE SUPPLIED WITH A DECAL NUMBER
TO SUIT STD. PLAN 121.
6. THE PROPOSED SERVICE CABINET SHALL BE SUPPLIED AND
NSTALLED TO SUIT STD. PLAN 122.1 AND 122.2.
7. THE CONTRACTOR SHALL INSTALL THE LUMINAIRE POLE AND
JUNCTION BOX TO SUIT STD. PLAN 124 FOR TOP DETAIL WHERE
LUMINAIRE POLE IS IN -FRONT OF THE SIDEWALK.
8. THE CONTRACTOR SHALL SUPPLY AND INSTALL A SERVICE CABINET
CONCRETE FOUNDATION TO SUIT STD. PLAN 126.1 AND 126.2.
LIGHTING LEGEND
[4-LIGHT POLE #
PROPOSED 15 FOOT DECORATIVE POST TOP, CYCLONE LIGHTING PRESTIGE CY18T4C
' 4K COLOUR, TYPE II DIST. 44W LED C/W BLACK POWDER COAT PAINTED PD14 POLE, BD43
DECORATIVE BASE
1 # OF 2" PVC CONDUITS
�4 CONDUIT SEGMENT #
2 #6 TW75 Feeders and 1 #8 TW75 ( Green ) Ground in 50mm PVC Conduit
-C.O.- 2" PVC Conduit only
D.S. 2" PVC U/G Dip Service 3 #2 RWU90 Feeders
T❑ 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
ROADWAY LIGHTING DESIGN CRITERIA
PER: (CITY BYLAW)
ROADWAY (NAME)
PUBLIC ROAD
ROAD CLASSIFICATION
RESIDENTIAL (TERTIARY)
PEDESTRIAN CONFLICT
LOW
ILLUMINANCE RECOMMEND/DELIVERED
0.3Fc/0.53Fc
UNIFORMITY RECOMMENDED/DELIVERED
6.0:1 / 3.5:1
SIDEWALK ILLUM. RECOMMENDED/DELIVERED
0.3Fc/0.33Fc
LIGHT LOSS FACTOR
0.8
SPACING (STAGGERED)
114' SINGLE SIDED (MAX)
EQUIPMENT:
FIXTURE TYPE: LED I WATTAGE:44W MTG. HEIGHT: 15' DIST TYPE: 3M
IES FILE: TYPE III, MED, BUG RATING: 131 - UO - G1 MODEL: I CYCLONE CY18T4C
NFORMAPON 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 CONFIRM THE LOCATIONS AND ELEVATIONS OF ALL EXISTING
UTILITIES, AND ADVISE THE ENGINEER QE ANY POTENTIAL CONFLICTS.
T-410901
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING Q
TRANSPORTATION OPERATION
Michael Sippo 03/30/2023%,�#cbarnes 03/30/20231
'-
MADUENO SHORT PEAT
19805 108TH AVE SE, RENTON
STREET LIGHTING PLAN
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DATE:
2022/12/02 0
FIELDBOOK:
PAGE:
WA 98055 DRAWING NO:
17
SHEET:
17OF42
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EGA
DocuSign Envelope ID: F41B6C7D-1A89-4D3E-83C3-E2FO224FAF96
POLE & BRACKET CABLE, #12
AWG. SPLICES BETWEEN FUSE
HOLDER AND LUMINAIRE FIXTURE
SHALL NOT BE ALLOWED
FUSE KITS QUICK
REFER TO WSDOT LOCKING DISCONNECT 3 AMP IN LINE
LID STANDARD DUTY FUSE KITS S.E.C. OR EQUAL -
JUNCTION BOX TYPES 1 &
2 STANDARD PLAN J-40.10
SPLICE KITS CLEAR EPDXY SPLICE GROUND LUG -
KITS ON ALL THRU WIRE RUNS--\
CONCRETE PAD OR
SIDEWALK PER STD PLAN 120
24"(MIN) COVER #8 BARE COPPER
GROUND WIRE
1 -#8 EQUIPMENT GROUND PVC CONDUIT
WIREW/GREEN INSULATION
FROM SERVICE CABINET
2 - LIGHTING SYSTEM 5/8"x8' COPPER CLAD
WIRES TO CONTACTOR GROUND ROD
(SIZED AS REQ'D.)
0 LUMINAIRE
#8 GREEN INSULATED WIRE
TO FIXTURE GROUND LUG
CONCRETE FOUNDATION I
NOTES:
1. THIS DETAIL DEPICTS THE BASIC LUMINAIRE ELECTRICAL WIRING SYSTEM, ADDITIONAL 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 #8 GREEN INSULATED WIRE SHALL BE RUN
FROM THE FIXTURE GROUND LUG TO THE POLE GROUND LUG.
SECTION
T T
I.,� . u F-- �,
611
601
o `
► z m LOAD
_j 13" FOOTPRINT
O i
i
IilDI AN MINI
CO �`°�' fir- 11" �
LUMINAIRE ELECTRICAL
STD. PLAN
PUBLIC WORKS WIRING SYSTEM - 119
DEPARTMENT �IGAZI EL 5/22/2019
STANDARD DRAWING - STD 119
THE METER DOOR IS REMOVABLE AND COMES
STANDARD HINGED ON THE LEFT. HINGING ON
THE RIGHT IS AVAILABLE AS A NO CHARGE OPTION
120/240VAC, 1 PHASE, 3 WIRE
��..x --❑.` PHOTO
d 1 METER II ELECTRIC
1 EASE CELL
TAT'NMI
-N -�TEST
i SWITCH
I Fes.
LI'fi. IYPICAI
�
�- GRT)UND
a 1ADII RT IIJ III'.
WTRLNG SCHEMATIC
C)till I Y )MI4 )NI N I ',0ICL')1ILC AND I ABINI I 'IPl I.II IC:AITONS
STANDARD DRAWING - STD 122.1
SURVEY BENCHMARK
CITY OF RENTON BM 1852, BRASS DISC IN CONC SI NE 4TH ST AND 148TH AVE
SE. PUBLISHED 138.614 METERS NAVD 88 454.769 FEET
CITY OF RENTON BM 2110 1/8" BRASS PIN IN 3" CONC MON IN CASE AT THE
SI OF SE 176TH ST AND 116TH AVE SE PUB ELEV = 448.162 NAVD88
SURVEY
CENTREPOINTE CONSULTANTS 14209 29TH ST E #105
SUMNER, WA 98390 PHONE: (253) 987-7859
NOTES PER STANDARD PLAN 122.2
DocuSign Envelope ID: 5D308A1A-204D-48EB-BB23-8A2834BB565E
DocuSign Envelope ID: 5D308A1A-204D48E8-BB23-8A2834BB565E
7'-0"
V-6"
1'-6"
3'-0"
V-6" V-0„
LUMINAIRE POLE JUNCTION BOX LUMINAIRE POLE JUNCTION BOX
CONCRETE PAD CONCRETE SIDEWALK
PLAN VIEW PLAN VIEW PER STD PLAN 102
LUMINAIRE POLE LUMINAIRE POLE
CONCRETE PAD CONCRETE SIDEWALK
PER STD PLAN 102
4"
JUNCTION BOX JUNCTION BOX
_r��LUMINAIRE CONCRETE - --- -ILUMINAIRE CONCRETE
FOUNDATION FOUNDATION
SIDE VIEW SIDE VIEW
LUMINAIRE CONCRETE PAD DETAIL LUMINAIRE WITH SIDEWALK DETAIL
GENERAL NOTES:
1. LUMINAIRE CONCRETE PAD SHALL BE USED IN AREAS
OUTSIDE OF SIDEWALK
2. CONCRETE CLASS FOR LUMINAIRE CONCRETE PAD SHALL
BE PER STD PLAN 135
3. TOP OF LUMINAIRE FOUNDATION ELEVATION SHALL BE
LOCATED AT BOTTOM OF LUMINAIRE CONCRETE PAD
ELEVATION OR BOTTOM OF SIDEWALK ELEVATION
4. LUMINAIRE POLE AND JUNCTION BOX TYPE PER PLAN
5. LUMINAIRE CONCRETE PAD ACCOMMODATES TYPE 1 AND
TYPE 2 JUNCTION BOXES ONLY
-O"
CONCRETE PAD 1'-0"
JUNCTION BOX PLAN VIEW
4"
-f
CONCRETE PAD
JUNCTION BOX SIDE VIEW
INDIVIDUAL JUNCTION BOX PAD DETAIL
tiSY o LUMINAIRE CONCRETE
PUBLIC WORKS PAD/SIDEWALK AND
DEPARTMENT JUNCTION BOX CONCRETE PAD
�FN'tO$
STANDARD DRAWING - STD 120
COMPONENT SCHEDULE
O METERBASE: 200 AMP. 4 JAW. B-LINO U264. MANUAL BY-PASS,
W/ 5TT' JAW AT 9:00 POSITION
2O PANELBOARD: 120.140 VAC. 100 ANIP COI EICS� WIRE, 12 CKT
MAIN BREAKER: 100 =NMP FRAME, 100 NNIP -RR F . _N real§'2lili I OK ATC
BOLT -ON BRANCH BREAKERS. E ATON TY?E B_A3
2 20e2ILLUMINATION BRAN CHA3;B
1 204 ITS BRANCH
1 20 1 CONTROL CKT BRANCH
1 20 1 GROUND FAULT RECEPTACLE BP -,,,NTH
3 - 20A SPARE BRANCH
CONTACTOR: NENIA LIGHTING RATED. 30A, 4 POLE. 12a S _ -
SQD #8910DPA34V02. 1- REQUIRED
0 PHOTO CELL: PHOTO ELECTRIC CELL 13t+; R'ATT -7ES-UL
MOUNTED INSIDE CABIN -ET BEHIND WIRECLAS_S 1:='
5o PHOTO -CELL BYPASS SWITCH. SPDT, 15 ANIP. _ AC
6o GROUND FAULT RECEPT 4CLF:20 AMP; 126 l-.XC, D_"_ 7N
CABINET: NEMA 3R. PADMOUNT 1 S ALLMINUM I 1132 C0N :_
2 SCREENED AND GASKET D X" N 5
DOORS: HEAVY DUTS HINGES ILTFT O
STAINLESS STEEL \_ALLT FLAN-DLE ' J
"BEST" CX LOCK ON DISTRrB-, TION DL IL+2
WINDOW I\ METERDOOR_ CLOSED C-LL \ -=N __L
CARD HOLDER
FINISH: MILL FINISH ALUMINUM
NOTE:
1. SIGNAL BREAKER(S) SHALL BE ADDED WHEN APPLICABLE
SERVICE CABINET NOTES
- STD. PLAN - 122.2
„�.°TI• PUBLIC WORKS A ROVED:
DEPARTMENT GAZ 3/13/2019 1
DATE
CONSULTANT
MAINLAND ENGINEERING DESIGN CORPORATION
UNIT 206 8363 128TH STREET 3•
SURREY, B.C. V3W 4G1 2•
1-
TEL: (604) 543 8044 FAX: (604) 543 8104
EMAIL: CIVIL@MAINLANDENG.COM NO
STANDARD DRAWING - STD 122.2
INSTALL DECAL NUMBERS VERTICALLY.
INSTALL IN DRY WEATHER, 50° F OR
ABOVE
R NUMBERING
EXAMPLES
LJ
LwL-
CURB
LLJ
z
TnRuAMC
CD
FLOW
FLOW
PLAN VIEW
DocuSign Envelope 10: 5D308A1A-204D-48E8-BB23-8A2834BB565E
CONDUIT ENTRANCE AREA
Ca0 6 a
PLAN VIEW
SIZE TO FIT SIZE TO FIT
CABINET CABINET
J, �IJ -GRADE LEVEL
FRONT VIEW SIDE VIFW
ELECTRICAL SERVICE CABINET FOUNDATION
LED TYPE
WATTAGE
FOR STD PLAN 117.1 FOR STD PLAN 116.1,1172,117.4
3/4" TO 211 U 88"
CD 00
r,
N N FO ll
2
_1
DECAL:
REFLECTORIZED GOTHIC GOLD OR WHITE
LEGEND ON BLACK BACKGROUND
STREET LIGHT STANDARD STD. PLAN- 121
PUBLIC WORKS DECAL NUMBERING SYSTEM A PROV
DEPARTMENT
OA
-SHIM TO PLUMB
SEE NOTE 3
4 HOOPS
4 BAR E.AC CORNER
" Z6 M11PJ TO 2
3/ 8" DIAMETER PLASTIC DRAIN
SIDE VIEW
CABINET DEPTH
V 6" 2„ V 6"
_ cn
- - - gH
#4 EAR EACH
CORNER
00'c
J 1
PLAN VIEW
CCN-ROLLER CABINET =OUNDATION
NOIFS PFR SID PIAN IM6.
Y CABINET FOUNDATION
t O STD. PLAN - 126-1
G^
PUBLIC WORKS DETAILS [_Q�OVED
DEPARTMENT3/13/2019 1
t1 �O
DATE
STANDARD DRAWING - STD 126.1
SURVEYED:
SURVEYED
DESIGNED:
ISSUED FOR REVIEW
SGC
2022/12/02
AB
RM
ISSUED FOR REVIEW
SGC
2021 /04/14
AB
DRAWN:
MK
ISSUED FOR REVIEW
MK
2020/06/19
AB
CHECKED: RM
REVISION
BY
DATE
APPR
APPROVED:
AB
SCALE:
N,T,S,
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVE, 1988
HORIZONTAL: NAD 1983/1991
DATUM
1�*
STANDARD DRAWING - STD 121
DocuSign Envelope ID: 5D30aAIA-204D-48E8-BB23-8A2834BB56SE
norEs
1 WHERE FOI INDATION 'AT IS LCC..AT Fl \41TFIN A SIOFWAI C, CONS -RI Ir:T
PAD TO' FLUSH YATH SIDEWALK GRADE, OMITTING CHAMFER WHERE
TOP AND SIDEWALK ABUT. MOJNT TOP S+ALL BE FINISFED BY A
CCNCREIE CONTRACTOR AND SHALL NEET THE REOIIINEMENTS OF
SECTION 8-14.3 IN TFE WSDOT STANDARD SPEC FICATIONS.
2. PAD MCUN- DESIGN IS TYPICAL.
3. PLACE A SILICONE SEAL EETWEEN THE FOUNDATION AND CABINET.
4. ANCHOR BOLTS AND THEIR SPACNC TO BE SUPPLIED BY CABINET
MANUFACTURER AND SUBMITTED TO TFE ENGINEER FOR APPROVAL.
5 CCNDUI SIZES; OUANTIHES FCR THE CONTROLLER AND CONTAC-OR
CABINETS SHALL BE INSTALLED PER THE CONTRACT PLANS, PLUS ONE
2' SPARE CAPPED OUT PAST THE FOUNDATION.
6. CCNCRETE CLASS PER S-D PLAN 135.
1. 2' CDNOUII SHALL UL ILAULD I a.OM IIIL COMOINLC UUS/,D IACIUR
TO THE CONTROLLER CABINET.
P.. EACH CABINET SHALL HAVE A )C DIAMETER PLASTIC DRAIN PIPE.
9. LOCATE CONDO TS C-NTRALLY WTH N TIE CABINETS.
10. 1I111 ALL I IRLLOMB C.D AR'._ 10 UL IN AND SPACE
FOUNDATION RE USED
ALLOWS, A COMBINED FOUNDATION SHALL 3E USED.
11, WOODEN SHIMS SHALL IJCT EE USED
12. GROUNDING SHALL BE PER WSDOT STANDARD FLAN J 60.05. SHEET 3,
SHIM TO PLUMB -
SIM TO PLUMB
V'HlE
SEE NOTE 3- NOTE 3
4 HOOPS
SHIM TO
PLUM3
EQUAL SP/`.C=S)
SEE NOTE
3
+I II
IIIII
2
` /
�6MIN
Li \ Li i
TO 2' J
\ FRONT VIEW
5 - #4 IILINI ONCING CAR (LCUAL SPAL:LS)
3 8" DIAMETER PLASTIC DRAIN (ONE
PER CABINET)
SEE NOTE 5 (\Y
/ Y
SEE NOTE
7
i
3=R PLASTIC CRAW
SEE NOTE 5
SEE NOTE
-
quaL
m+ - -
I
oA
N
0
N
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Ln
0
0
0
0
.k
I ,G
HOR ZONTAL
/1 -I COMBINED FOUNDATION
REINF. 3AR DIAGRAM
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