13-103176SW 1/4, SEC 16, TWP 21, R4E, W.M.
1
PRIVATE DRIVE
20+54.0
16.5' LT
30'
8'
PRIVATE/
A
100 HPS
HPS
M-C-111
FIXED
SEE CITY OF FEDERAL WAY
DWG. NO.'S 3-38, 3-39 & 3-40
2
PRIVATE DRIVE
21 +63.5
16.5' LT
30'
8'
PRIVAATE/
100 HPS
HPS
M-C-III
FIXED
SEE CITY OF FEDERAL WAY
DWG. NO.'S 3-38, 3-39 & 3-40
3
PRIVATE DRIVE
22+53.5
19.0' LT
30'
8J.
PRIVAATE/
100 HPS
HPS
M-C-111
FIXED
SEE CITY OF FEDERAL WAY
DWG. NO.'S 3-38, 3-39 & 3-40
4
S 333RD ST
EX.
EX.
30,
12'
PSE
100 HPS
HPS
M-C-III
FIXED
TO BE INSTALLED BY PSE
PROVIDE HOUSE SIDE SHIELD
NOTE: PRIVATE ILLUMINATION POLES (NOS. 1, 2, AND 3) TO BE LOCATED OUTSIDE OF RIGHT-OF-WAY ALONG THE PRIVATE DRIVEWAY.
GENERAL NOTES
1. ALL WORK SHALL BE IN PERFORMED IN ACCORDANCE WITH CITY OF FEDERAL WAY DESIGN AND CONSTRUCTION STANDARDS.
2. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY.
3. THE CONTRACTOR SHALL SUBMIT A REQUEST FOR MATERIALS APPROVAL TO THE CITY AT THE EARLIEST POSSIBLE DATE.
4. 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.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED
UTILITY COMPANY IMMEDIATELY UPON DAMAGE.
6. ILLUMINATION CONDUIT TO SHARE TRENCH/CROSSING WITH OTHER UTILITIES WHERE POSSIBLE, TYP. COORDINATE TRENCH SHARING WITH
THE GENERAL CONTRACTOR. CONDUIT CROSSING LOCATIONS TO BE VERIFIED BY THE CONTRACTOR.
7. APPLICANT SHALL COORDINATE LANDSCAPE PLAN AND PLANTING OF STREET TREES WITH THESE PLANS. STREET TREES SHALL NOT
INTERFERE WITH PROJECT LIGHTING CAPABILITIES.
8. ALL CONDUIT SHALL BE INSTALLED WITH MIN. 24" COVER.
9. SEE CITY OF FEDERAL WAY STANDARD PLANS 3-39 & 3-40 FOR POLE, JUNCTION BOX AND CONDUIT LAYOUT DETAILS. SEE STANDARD
PLAN 3-41 & 3-45 FOR SERVICE CABINET/CONNECTION DETAILS.
CONSTRUCTION NOTES
O1 PSEIINTOLIGHT TO INSTALL NEW LUMINAIRE ON EXISTING POWER POLE. CONTRACTOR SHALL COORDINATE WITH PSE/INTOLIGHT TO
ENSURE INSTALLATION, INCLUDING PAYMENT OF ALL FEES AND COMPLETING ALL APPLICATIONS. SEE ILLUMINATION POLE SCHEDULE FOR
MOUNTING HEIGHT, WATTAGE, AND ARM LENGTH.
OINSTALL PRIVATELY OWNED LUMINAIRE, POLE AND FOUNDATION PER CITY OF FEDERAL WAY STANDARD PLANS 3-38, 3-39 & 3-40 AND
PER ILLUMINATION POLE SCHEDULE, THIS SHEET.
OINSTALL PRIVATELY OWNED METERED ELECTRICAL SERVICE CABINET AT THE LOCATION SHOWN, PER CITY OF FEDERAL WAY STANDARD
PLANS 3-41 & 3-45.
OINSTALL PHOTOCELL ON LUMINAIRE.
O5 CONTRACTOR SHALL INSTALL CONDUIT AND CONDUCTORS TO POWER SOURCE AND COORDINATE CONNECTION WITH PUGET SOUND ENERGY
(PSE). PSE TO PROVIDE 1201240V SINGLE PHASE POWER SOURCE. THE LOCATION OF THE POWER SOURCE WAS NOT KNOW AT THE
TIME OF PLAN PREPARATION. THE CONTRACTOR SHALL COORDINATE WITH PSE TO DETERMINE THE LOCATION OF THE POWER SOURCE,
INCLUDING PAYMENT OF ALL FEES AND COMPLETING ALL APPLICATIONS.
4TH
AVE S
STREET LIGHTING NOTES
1. The Contractor shall acquire an Electrical Permit from the City's Building Department. The Electrical Permit shall
be kept in the upper bay of the service cabinet.
2. Upon completion of underground installation of power from power vault or pole to service cabinet, contractor shall
notify the Building Department. Upon Final. Electrical Permit approval, the electrical inspector will place an
approval tag next to the meter base so that electrical service can be authorized.
3. The Contractor shall coordinate power source and service location with the utility company.
4. The Contractor shall contact the Utilities Underground Location Center (1-800-424-5555) at least 3 days before
digging.
5. Field adjust pole bases to be level with sidewalk surface (see City Standard Drawings 3-39A and 3-43).
6. Locate light poles so that the pole is a minimum of six (6) feet behind the face of curb, and the luminaire extends
two (2) feet beyond the face of curb. Light poles shall not be located within the sidewalk. Pole bases may be located
within the sidewalk. only with City approval.
7. Junction boxes shall be located behind the sidewalk, and within five (5) feet of the pole.
8. Conduit shall be Schedule 80 PVC under all street and driveway crossings. Schedule 40 PVC conduit is acceptable
under landscaped areas.
9. Immediately following final inspection of the street light system by King County, all street light system J-Boxes
shall be spot welded shut using a l" weld on opposite corners.
JUNCTION BOX CIRCUIT A
(TYP.) 2-#8 PRIVATE SERVICE
ILUMM A
1 2 3
:LUMINAIRE
(TYP.)
WIRING DIAGRAM
NOT TO SCALE
ILLUMINATION LEGEND
EXIST. NEW.
DESCRIPTION
® W
JUNCTION BOX TYPE 1, 2
®
ELECTRICAL SERVICE CABINET
LUMINAIRE POLE
LUMINAIRE ON WOOD POLE
WOOD POLE
- - - - -
CONDUIT/CONDUCTOR
oCONSTRUCTION
NOTE
OPOLE
NUMBER
WIRE NOTE
JUNCTION BOX ID
BREAKER SCHEDULE (PRIVATE SERVICE)
SERVICE &
MAIN
BRANCH
CONTACTOR
CIRCUITS
BREAKER
BREAKER
AMPS
COMMENTS
AMPS
AMPS
SERVICE
100
ILLUM A
20
30
ILLUM B (SPARE)
20
30
ILLUM C (SPARE)
20
30
ILLUMINATION WIRING SCHEDULE
Q
RACEWAY
CONDUIT
SIZE
SVC.
POWER
#21
ILLUM.
#8
PHOTO
� 4
EQUIP.
GRND.
COMMENT
NO.
2" SCH40 PVC
2
1-#8
2
2" SCH40 PVC
2
3
1-#8
3
2" SCH40 PVC
3
4
2" SCH80 PVC
2
1-#8
JUNCTION BOX SCHEDULE
-BOXREFERENCE
STATION
OFFSET
J-BOX
COMMENT
ID
ROADWAY
-
TYPE
A
PRIVATE DRIVE
20+58.0
17.0' LT
1
INSTALL PER CITY OF FEDERAL WAY
DWG. NO. 3-40.
B
PRIVATE DRIVE
21 +59.5
17.0' LT
1
INSTALL PER CITY OF FEDERAL WAY
DWG. NO. 3-40.
C
PRIVATE DRIVE
22+39.5
17.0' LT
2
INSTALL PER CITY OF FEDERAL WAY
DWG. NO. 3-40.
10 40
0 20 60
SCALE IN FEET
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
PERMIT NO.
APPROVED BY
DATE
RESUBMITTED
NOV 27 2013
CITY OF FEDERAL WAY
CDS
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CLIENT
DREAM BUILDERS NW
MR. SCOTT ROBERTS
110 STEWART AVE. EAST
PUYALLUP, WA 98371
PHONE: (253) 677-2800
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ROJECT
NO.
3284
DRAWING
IL.01
SHEET __ ! Ll- _ OF
CITY OF
,::*�Ihl FederalWa,
141
Eq%
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Public Works
Street
Classification
Pavement
Width
Lamp
Wattage
Average
Maintained
Footcandle
Required
Uniformity
Ratio
Luminaire
Mounting
Height
Light
Distribution
Pattern
Maximum
Luminaire
Spacing (A)
Arterial
Over 44'
400
1.5
3:1
*
M-C-III
**
Arterial
<_ 44'
400
1.5
3:1
35'
M-C-III
175'
Principal Collector
<— 44'
250
0.8
3:1
35'
M-C-III
175'
Minor Collector
<— 44'
150
0.6
4:1
30'
M-C-III
190,
Local
<— 34'
100
0.4
6:1
30'
M-C-III
195'
Notes:
1. Luminaires shall be High Pressure Sodium vapor GE or approved equal with a photocell.
2. Street lighting standards shall be tapered round aluminum with Davit bracket arm, with 5-9" radius.
3. Luminaires shall be located at least 6' behind the curb within the landscape strip. If less than 6' landscape strip, luminaires shall be located
behind the sidewalk. (Refer to Standard Detail DWG. No. 3-39A).
4. Luminaire arm length shall provide for a 2' lamp overhang in front of the curb face.
5. All street lighting design plans shall be stamped by a Professional Engineer registered in Washington and approved by City staff.
6. Installation of street lights shall conform to City Standard Details and Specifications.
* Use 35' mounting height for streets up to 66' wide, 40' mounting height for streets over 66' wide.
** To be designed to meet roadway conditions and design criteria.
4Y2" O.D. ALUM. TUBE
188" WALL ALLOY
6063—T6 SATIN
GROUND FINISH
4Y2"
2" N.P.S.
�9•. SLIPFITTER
1 i (2)- 1 /2" 13 N.C.
STAINLESS STEEL
I THRU-BOLTS,
NUTS, AND NYLON
WASHERS.
I
063-T6 ALUMINUM ALLOY SHAFT, TAPERED FROM 8"
TO 4Y2", 0.219" WALL THICKNESS
?, -C SATIN BRUSHED FINISH
ss
NOTES
C 1. POLE ASSEMBLIES DESIGNED TO SUPPORT MAX. LUMINAIRE
o SIZE OF 1.5 SQ. FT. E.P.A. AND 60 LBS. IN A 100 MPH
cT E ISOTACH / 130 MPH GUST VELOCITY WIND.
C 2. 4043 FILLER WIRE USED FOR WELDING.
°} 3. ONLY THE BASE FLANGE WELDS ARE HEAT -TREATED.
' 4. BASE FLANGE SHALL ACCOMODATE 1 1 " TO 12"
n BOLT CIRCLE.
5. (4) 1 "- 8 NC STEEL ANCHOR BOLTS ASTM 2" 11Y2" DIA.
A 576, AISI GRADE 1021-1046, 50,000 BOLT CIRCLE
PSI = MIN. YIELD MEAN DIA. OF ROD fX N
` I STOCK 0.908 f .01 1 ", OUT OF ROUND
rz-- C° TOLERANCE : f 0.012" ROLLED OR CUT
z 11 THREADS PER A307, CLASS 2A, TOP 10"
0 _ GALVANIZED PER ASTM A153, COMPLETE 8 - #7 REBAR AND
0 WITH (8) 1" BNC GALVANIZED STEEL HEX #4 HOOP REBAR @
z NUTS & (8) 1" GALVANIZED STEEL FLAT 1'-0" CENTERS
W WASHERS.
-' 1Y" 5Y" � 2 4
a /—HANDHOLE (4" X 6" NOMINAL)
c=n iD NON -FLUSH TYPE, COMPLETE 1- -r w)
I WITH REINFORCING FRAME ALLOY 4- o
356-T6, COVER AND S.S. I I I
HEX HD. SCREWS -1
H- - -4,
I I
» � -�
11Y4 Y2» _ 13 NC S.S. 2" SCH. 40 i _�-
BOLT W/ S.S. PVC CONDUIT 4„
SPLIT WASHER
AND S.S. FLAT
WASHER CLASS 5 (1Y) PORTLAND CEMENT
CONCRETE (3000 psi ). 3'x 3' SQUARE
OR 3' DIAMETER BASE.
SECTION THRU HANDHOLE
Ns
Federal Way • WORKSLIC
•`
DWG. NO. 3-38
SW 1/4, SEC 16, TWP 21, R4E, W.M.
HAND HOLE
PROPERTY
LINE
JUNCTION BOX SHALL BE SET ADJACENT
TO POLE BASE AND SURROUNDED BY — -
CONCRETE. BOTTOM OF BOX MUST BE --
ABLE TO DRAIN.
LUMINAIRE POLE
,------ REFER TO DWG. 3-39A
FOR POLE PLACEMENT
q
HAND HOLE ON
:<< ` SIDE OPPOSITE
ROME POLE AND BRACKET APPROACHING
CURB & GUTTER CABLE. TWO CONDUCTOR TRAFFIC ---
JUNCTION BOX SHALL CONFORM AWG #8 STRANDED COPPER
TO WSDOT STD. PLAN J-40.10-01 WIRE, 45 MIL PVC INSULATION, GROUND LUG-----'
(TYPE 1 OR 2) WITH GALVANIZED 95 MIL HMW POLYETHYLENE
LID (SEE NOTE, BELOW). J-BOX BELT OR APPROVED EQUAL.
IN SIDEWALK SHALL HAVE SLIP- STREET LIGHT OR SIGNAL POLE
RESISTANT COATING PER SECTION BARE STRANDED GROUND
3.6.2 OF THE PUBLIC WORKS TO MATCH GAUGE OF
DEVELOPMENT STANDARDS CONDUCTORS �-_--________
- A
"ILSCO" TYPE ULT COPPER
CRIMP OR APPROVED EQUAL P�.•
3M EPDXY SPLICE KIT 6'
SEC MODEL
1791-SF
FUSE-FNM-5
OR APPROVED
EQUAL
(2 EACH)-----,
----- 1Y2" TYP.
2" SCHEDULE 40
PVC CONDUIT
TO STREET LIGHT ��/ -- BARE STRANDED GROUND TO
Z_TOMATCH GAUGE OFCONDUCTORS
2" SCH. 40 PVC CONDUIT STREET LIGHT
(SCH. 80 UNDER STREET AND DRIVEWAY)
® = BELL END PVC BUSHING
REV. APRIL 2012 NOTE: LID TO BE WELDED SHUT AFTER FINAL INSPECTION W/2 1" LONG. WELDS AT OPPOSITE CORNERS
cnvcr
WORKS UNIFORM LUMINAIRE WIRING DETAIL D3-40
10•
UL UM PER SrANDAED JW
Ift t= 1W LI R= unsu s marmw
W= EUSM/M BPBC.
0 METERBASE 100 AMP, 4 JAW, AW /114TB, SAFETY SOCKET TYPE, 5TH JAW AT 9:00 POSITION
(CONTRACTOR TO VERIFY WrrH SERVING UTILITY)
OPANELBOARD: 120/240 VAC, 100 AMP, 1 PHASE, 3 WIRE COPPER BUS
WESTINGHOUSE BAB BOLT -ON BREAKERS:
1-100/2 MAIN
3-15/2 ILLUWNATION BRANCH
NOT APPLICABLE
1-20/1 t; i ND FAULT RECEPTACLE BRANCH
1-15/1 CONTROL CKT BRANCH
NOTE: ADDITIONAL BREAKERS MAY 1E NECESSARY
OCONTACTOR: LIGHTING RATED, 2 POLE, 120 VAC COIL, 3-REQUIRED
4 PHOTO -(ELL BYPASS SWITCH, SPST, 15 AMP, 277 VAC
5 GROUND FAULT RECH3MOLE, 120 VAC, DUPLEX, 20A
CABINET: Nam 3R, PADMOUNT, 1/8TH INCH ALUMINUM WNSTRUCTION, TYPE 5052-H32
2 SCREENED AND GASKETED VENTS
DOORS WJ W DUTY CONCEALED HINGES (UFr-OFF TYPE)
STAINLESS STEEL VAULT HANDLES, PADL.00ME METER DOOR
BEST CX LOCK ON DISTFUMON DOOR
POLISHED WIRE GLASS WINDOW IN METER DOOR
CLOSED CELL NEOPRENE GASKET, CARD HOLDER
FINISH: BARE ALUMINUM (MILL FINISH) OUTSIDE, WHITE INSIDE
120/240 VAC
1' 3W
M
ELECTRIC
CELL
• ITEST
SKM
ALL CONDUIT TO CLEAR
-
TOWER CENTER BRACE OF
CABINET BY 1/2' MIN.
80• MAX
SEE NOTE 5
SHIM TO PLUMB
WIRING DIAGRAM
ANCHOR
BOLTS a DATA FOR
TAL - HEIGHT
li ';" I' ;
I+44-
SPACIING
BY
TO BE SUPPLIED
CABINETkWW
CABINET FOUNDATION NOTES
CESSARY SO
+++++
!T TO EXCEED
:1'911
4 HOOPS
I. PAD MOUNT SHALL BE CLASS 3000 CONCRETE UNLESS OTHERWISE
W(. TO TOP
I,', ',� -,
14 BAR EACH CORNER
OTHERWISE NOTED ON THE PLANS.
J31NET
�_
�
2. WHERE PAD MOUNT IS LOCATED IN SIDEWAUC, CONSTRUCT MOUNT
1-to 2- (SEE NOTE 2)
TO' FLUSH WITH SIDEWALK GRADE, OMITTING CHAMFER WHERE
TOP AND SIDEWALK ABUT.
u u
3° PAD MOUNTOR SHALL USE CAB*&7
DESL GN LASSURE RFIT
3/8• DIAMETER PLASTIC
MIAHp1FACTUR STO PROPER OF CABINET ON BASE
BASE DETAIL
DRAIN HOLE
WITH RESPECT TO CONDLKT PLACEMENT. CONTRACTOR SHALL SUBbET
FOR APPROVAL A PROPOSED DESIGN WITH PLAN, ELEVATION AND
ANY RELEVANT SECTION VIEW.
I—j 6•
(— 20•—r-1'6•—1
4. CABINET SHALL BE ATTACHED WITH AASHTO M164 CHEMICALLY BONDED
L
ANCHORS TO EXISTING PAD MOUNTS. ANCHOR INSTALUTION SHALL BE
6•
.i
`
AASHTO GRADE A307 HOT -DIPPED GALVANIZED 1/2" x 8' x 2".
--
�- —a -
i 1 i
-- - --
INSTALL ONE: SPARE
2• CONDUIT AND CAP;
5. PLACE SILICONE SEAL BETWEEN THE CABINET FOUNDATION AND THE
CABINET.
+
I I, I
OTHERS AS REQURED.
26•
�._.
OTHER
0
j I
t4 HOOPS
� EACH
ORIENT FACE OF CABINET TOWARDS PUBLIC ROADWAY.
__ __
6"
J
CONTRACTOR SHALL COORDINATE WITH THE POWER
COMPANY REGARDING THE SERVICE CONNECTION.
T-
LOCATE CONDUITS SO AS
TO CLEAR BOTTOM FLANGE CONTRACTOR SHALL OBTAIN A CITY OF FEDERAL WAY
OF CABINET. ELECTRICAL PERMIT FROM THE BUILDING DEPARTMENT.
Z UNDERGROUND SERVICE ENTRANCE WHEN SERVICE CABINET, SIGNAL CABINET, AND/OR
CONDUIT TO BE LOCATED IN CORNER UPS/BBS AUXILIARY CABINET ARE INSTALLED NEXT
(WITHIN 4" X 4" SPACE) TO EACH OTHER, SEE DEVELOPMENT STANDARDS
DETAIL DRAWING NUMBER 3-45C.
REV. NOV 2012
�Fa � lei �j WORKS STREET LIGHT SERVICE CABINET D3-45
CURB & GUTTER
JUNCTION BOX SHALL CONFORM
TO WSDOT STD. PLAN J-40.10-01
(TYPE 1GALVANIZ DR LID (SEE NOTE 2) WITH GROUNDED
J-BOX TO ABUT BACK OF WALK.
J-BOXES IN THE SIDEWALK SHALL
HAVE SLIP -RESISTANT COATING
PER SECTION 3.6.2 OF THE PUBLIC
WORKS DEVELOPMENT STANDARDS.
"ILSCO" TYPE ULT COPPER
CRIMP OR APPROVED EQUAL
3M EPDXY SPLICE KIT,, ---
OR APPROVED EQUAL
TO STREET LIGHT
SERVICE
CABINET
(SEE FOUND-
ATION DETAIL)
TRANSFORMER
VAULT
SERVICE CABINET BASE
SEE DWG 3-45 FOR
CONSTRUCTION DETAILS
BARE STRANDED GROUND
TO MATCH GAUGE
OF CONDUCTORS
INSTALL AND CONNECT TO 2
GROUND RODS (MIN. 6' APART)
PER WSDOT STANDARD.
CASE NOT REQUIRED
CONCRETE
PAD PER
DWG 3-45
H. 40 2" SCH. 40—
ONDUIT PVC CONDUIT
TO POWER VAULT,
TO BE CONNECTED BY
OTHERS. 3 #6—AWG
U.S.E. (MIN)
�— 2" SCHEDULE 40 PVC CONDUIT
--BARE STRANDED GROUND TO
MATCH GAUGE OF CONDUCTORS
(SCH. 80, IF UNDER STREET/DRIVEWAY) L—TO STREET LIGHT
® = BELL END PVC BUSHING
REV. APRIL 2012 NOTE: LID TO BE WELDED SHUT AFTER FINAL INSPECTION W/2 1 " LONG WELDS AT OPPOSITE CORNERS
ciffN1P PUBLIC DWG. NO.
o' 0�ft WORKS ILLUMINATION SYSTEM SERVICE DETAIL 3-41
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
NOV 2 7 2013
CITY OF FEDERAL
PERMIT NO. CDs
APPROVED BY
DATE
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CLIENT
DREAM BUILDERS NW
MR. SCOTT ROBERTS
110 STEWART AVE. EAST
PUYALLUP, WA 98371
PHONE: (253) 677-2800
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PROJECT
NO.
3284
DRAWING
L. 02
SHEET __LL2 _ OF __
2
SW114, SEC16, TWP 21, R4�,f W. K
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AVE
24TH
ILLUMINATION POLE SCHEDULE
LUM.
POLE
REFERENCE
STATION
OFFSET
MOUNT.
ARM
SVC./
WATT./
PHOTO -
BASE
COMMENT
NO.
ROADWAY
HEIGHT
LENGTH
CIRCUIT
TYPE
METRICS
1
PRIVATE DRIVE
20+54.0
16.5' LT
30'
8'
PRIVATE
100 HPS
HPS
M-C-UI
FIXED
SEE CITY OF FEDERAL WAY
DWG. NO. 'S 3-30, 3-39 & 3-40
2
PRIVATE DRIVE
21 +63.5
16.5' LT
30'
8'
RIVAATE
100 HPS
HPS
M-C-111
FIXED
SEE CITY OF FEDERAL WAY
DWG. NO. 'S 3-38, 3-39 & 3-40
3
PRIVATE DRIVE
22+53.5
19.0' LT
30'
8'
RIVAATE
100 HPS
HPS
M-C-111
FIXED
SEE CITY OF FEDERAL WAY
DWG. NO. 'S 3-38, 3-39 & 3-40
4
S 333RD ST
11 +70.0
26.0' LT
30'
12'
PSE
100 HPS
HPS
M-C-III
FIXED
TO BE INSTALLED BY PSE
PROVIDE HOUSE SIDE SHIELD
NOTE: PRIVATE ILLUMINATION POLES (NOS. 1, 2, AND 3) TO BE LOCATED OUTSIDE OF RIGHT-OF-WAY ALONG THE PRIVATE DRIVEWAY.
5
CALCULATION SUMMARY TARGET
DESIGN CRITERIA*
CALCULATION AVG. UNIFORMITY
RATIO
AREA MAINTAINED AVG. FCC
FOOT CANDLES MIN. F
PRIVATE DRIVE & 0.40 &00:1
S 333RD ST a57 &70:1
*SOURCE FEDERAL WAY DRAWING NO 3-38, LOCAL STREET
CLASSIFICATION.
10 40
0 20 60
SCALE IN FEET
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
RES1 r F.
NOV 27 2013
CITY OF FEDERAL WAY
CDS
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DATE I
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MR. SCOTT ROBERTS
110 STEWART AVE. EAST
PUYALLUP. WA 98371
PHONE: (253) 677-2800
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PROXCT NO.
3284
DRANANG
I C. 01
SHEET ICl _ OF -- 1_
SW 1/4, SEC 16, TWP 21, R4E, W X
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PRIVATE DRIVE
20+54.0
16.5' LT
30'
8'
PRIVAATE/
100 HPS
HPS
M-C-III
FIXED
SEE CITY OF FEDERAL WAY
DWG. NO.'S 3-38, 3-39 & 3-40
2
PRIVATE DRIVE
21 +63.5
16.5' LT
30'
8'
A PRIVATE/
100 HPS
HPS M-C-III
FIXED
SEE CITY OF FEDERAL WAY
DWG. NO.'S 3-38, 3-39 & 3-40
3
PRIVATE DRIVE
22+53.5
19.0' LT
30'
8'
PRIVAATE/
100 HPS
HPS
M-C-111
FIXED
SEE CITY OF FEDERAL WAY
DWG. NO.'S 3-38, 3-39 & 3-40
4
S 333RD ST
EX.
EX.
30'
12'
PSE
100 HPS
HPS
M-C-111
FIXED
TO BE INSTALLED BY PSE
PROVIDE HOUSE SIDE SHIELD
NOTE: PRIVATE ILLUMINATION POLES (NOS. 1, 2, AND 3) TO BE LOCATED OUTSIDE OF RIGHT-OF-WAY ALONG THE PRIVATE DRIVEWAY.
GENERAL NOTES
1. ALL WORK SHALL BE IN PERFORMED IN ACCORDANCE WITH CITY OF FEDERAL WAY DESIGN AND CONSTRUCTION STANDARDS.
2. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY.
3. THE CONTRACTOR SHALL SUBMIT A REQUEST FOR MATERIALS APPROVAL TO THE CITY AT THE EARLIEST POSSIBLE DATE.
4. 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.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED
UTILITY COMPANY IMMEDIATELY UPON DAMAGE.
6. ILLUMINATION CONDUIT TO SHARE TRENCH/CROSSING WITH OTHER UTILITIES WHERE POSSIBLE, TYP. COORDINATE TRENCH SHARING WITH
THE GENERAL CONTRACTOR. CONDUIT CROSSING LOCATIONS TO BE VERIFIED BY THE CONTRACTOR.
7, APPLICANT SHALL COORDINATE LANDSCAPE PLAN AND PLANTING OF STREET TREES WITH THESE PLANS. STREET TREES SHALL NOT
INTERFERE WITH PROJECT LIGHTING CAPABILITIES.
8. ALL CONDUIT SHALL BE INSTALLED WITH MIN. 24" COVER.
9. SEE CITY OF FEDERAL WAY STANDARD PLANS 3-39 & 3-40 FOR POLE, JUNCTION BOX AND CONDUIT LAYOUT DETAILS. SEE STANDARD
PLAN 3-41 & 3-45 FOR SERVICE CABINET/CONNECTION DETAILS.
CONSTRUCTION NOTES
OPSEIINTOLIGHT TO INSTALL NEW LUMINAIRE ON EXISTING POWER POLE. CONTRACTOR SHALL COORDINATE WITH PSE/INTOLIGHT TO
ENSURE INSTALLATION, INCLUDING PAYMENT OF ALL FEES AND COMPLETING ALL APPLICATIONS. SEE ILLUMINATION POLE SCHEDULE FOR
MOUNTING HEIGHT, WATTAGE, AND ARM LENGTH.
OINSTALL PRIVATELY OWNED LUMINAIRE, POLE AND FOUNDATION PER CITY OF FEDERAL WAY STANDARD PLANS 3-38, 3-39 & 3-40 AND
PER ILLUMINATION POLE SCHEDULE, THIS SHEET.
OINSTALL PRIVATELY OWNED METERED ELECTRICAL SERVICE CABINET AT THE LOCATION SHOWN, PER CITY OF FEDERAL WAY STANDARD
PLANS 3-41 & 3-45.
OINSTALL PHOTOCELL ON LUMINAIRE.
OCONTRACTOR SHALL INSTALL CONDUIT AND CONDUCTORS TO POWER SOURCE AND COORDINATE CONNECTION WITH PUGET SOUND ENERGY
(PSE). PSE TO PROVIDE 1201240V SINGLE PHASE POWER SOURCE. THE LOCATION OF THE POWER SOURCE WAS NOT KNOW AT THE
TIME OF PLAN PREPARATION. THE CONTRACTOR SHALL COORDINATE WITH PSE TO DETERMINE THE LOCATION OF THE POWER SOURCE,
INCLUDING PAYMENT OF ALL FEES AND COMPLETING ALL APPLICATIONS.
4TN
AVE S
STREET LIGHTING NOTES
1. The Contractor shall acquire an Electrical Permit from the City's Building Department. The Electrical Permit shall
be kept in the upper bay of the service cabinet.
2. Upon completion of underground installation of power from power vault or pole to service cabinet, contractor shall
notify the Building Department. Upon Final. Electrical Permit approval, the electrical inspector will place an
approval tag next to the meter base so that electrical service can be authorized.
3. The Contractor shall coordinate power source and service location with the utility company.
4. The Contractor shall contact the Utilities Underground Location Center (1-800-424-5555) at least 3 days before
digging.
5. Field adjust pole bases to be level with sidewalk surface (see City Standard Drawings 3-39A and 3-43).
6. Locate light poles so that the pole is a minimum of six (6) feet behind the face of curb, and the luminaire extends
two (2) feet beyond the face of curb. Light poles shall not be located within the sidewalk. Pole bases may be located
within the sidewalk only with City approval
7. Junction boxes shall be located behind the sidewalk, and within five (5) feet of the pole.
8. Conduit shall be Schedule 80 PVC under all street and driveway crossings. Schedule 40 PVC conduit is acceptable
under landscaped areas.
9. Immediately following final inspection of the street light system by King County, all street light system J-Boxes
shall be spot welded shut using a I" weld on opposite corners.
JUNCTION BOX CIRCUIT A
(TYP.) 2-#8 PRIVATE SERVICE
ILUMM A
1 2 3
LUMINAIRE
(TYP.)
WIRING DIAGRAM
NOT TO SCALE
ILLUMINATION LEGEND
EXIST. NEW.
DESCRIPTION
m p
JUNCTION BOX TYPE 1, 2
®
ELECTRICAL SERVICE CABINET
LUMINAIRE POLE
LUMINAIRE ON WOOD POLE
--0-
WOOD POLE
- - - - -
CONDUIT/CONDUCTOR
OCONSTRUCTION
NOTE
OPOLE
NUMBER
0
WIRE NOTE
JUNCTION BOX ID
BREAKER SCHEDULE (PRIVATE SERVICE)
SERVICE &
MAIN
BRANCH
CONTACTOR
CIRCUITS
BREAKER
BREAKER
AMPS
COMMENTS
AMPS
AMPS
SERVICE
100
ILLUM A
20
30
ILLUM B (SPARE)
20
30
ILLUM C (SPARE)
20
30
ILLUMINATION WIRING SCHEDULE
QRACEWAY
CONDUIT
SIZE
SVC.
POWER
#2
ILLUM.
#8
PHOTO
CELL
# 14
EQUIP.
GRND.
COMMENT
NO.
1
2" SCH40 PVC
2
1-#8
2
2" SCH40 PVC
1 2
1 3
1 1-#8
3
2" SCH40 PVC
3
1
4
2" SCH80 PVC
1 2
1
1 1-#8
JUNCTION BOX SCHEDULE
-BOXREFERENCE
ID
ROADWAY
STATION
OFFSET
J-BOX
TYPE
COMMENT
A
PRIVATE DRIVE
20+58.0
17.0' LT
1
INSTALL PER CITY OF FEDERAL WAY
DWG. NO. 3-40.
B
PRIVATE DRIVE
21 +59.5
17.0' LT
1
INSTALL PER CITY OF FEDERAL WAY
DWG. NO. 3-40.
C
PRIVATE DRIVE
22+39.5
17.0' LT
2
INSTALL PER CITY OF FEDERAL WAY
DWG. NO. 3-40.
10 40
0 20 60
SCALE IN FEET
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
PERMIT NO:
APPROVED BY
RESUBMITTED
NOV 27 2013
CITY OF FEDERAL WAY
CDS
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CLIENT
DREAM BUILDERS NW
MR. SCOTT ROBERTS
110 STEWART AVE. EAST
PUYALLUP, WA 98371
PHONE: (253) 677-2800
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PROJECT
NO.
3284
DRAWING
IL.01
SHEET - L1 - OF __ 2
SW 1/4, SEC 16, TWP 21, R4E, W.M.
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CITY OF
Federal
I1 "
Public Works Department
Street
Classification
Pavement
Width
Lamp
Wattage
Average
Maintained
Footcandle
Required
Uniformity
Ratio
Luminaire
Mounting
Height
Light
Distribution
Pattern
Maximum
Luminaire
Spacing (A)
Arterial
Over 44'
400
1.5
3:1
*
M-C-III
**
Arterial
<_ 44'
400
1.5
3:1
35'
M-C-III
175'
Principal Collector
<- 44'
250
0.8
3:1
35'
M-C-III
175'
Minor Collector
<- 44'
150
0.6
4:1
30'
M-C-III
190,
Local
<- 34'
100
0.4
6:1
30'
M-C-III
195'
Notes:
1. Luminaires shall be High Pressure Sodium vapor GE or approved equal with a photocell
2. Street lighting standards shall be tapered round aluminum with Davit bracket arm, with 5'-9" radius.
3. Luminaires shall be located at least 6' behind the curb within the landscape strip. If less than 6' landscape strip, luminaires shall be located
behind the sidewalk. (Refer to Standard Detail DWG. No. 3-39A).
4. Luminaire arm length shall provide for a 2' lamp overhang in front of the curb face.
5. All street lighting design plans shall be stamped by a Professional Engineer registered in Washington and approved by City staff.
6. Installation of street lights shall conform to City Standard Details and Specifications.
* Use 35' mounting height for streets up to 66' wide, 40' mounting height for streets over 66' wide.
** To be designed to meet roadway conditions and design criteria.
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4Y2" O.D. ALUM. TUBE
.188" WALL ALLOY
6063-T6 SATIN
GROUND FINISH
4Y2" O.D.
::/ _T
2" N.P.S. �9' SLIPFITTER
' I (2)- 1 /2" 13 N.C.
H 1 STAINLESS STEEL
OC) 1
THRU-BOLTS,
NUTS, AND NYLON
4Y2 O.D. WASHERS.
063-T6 ALUMINUM ALLOY SHAFT, TAPERED FROM 8"
TO 4Y2", 0.219" WALL THICKNESS
SATIN BRUSHED FINISH
NOTES
1. POLE ASSEMBLIES DESIGNED TO SUPPORT MAX. LUMINAIRE
SIZE OF 1.5 SQ. FT. E.P.A. AND 60 LBS. IN A 100 MPH
ISOTACH / 130 MPH GUST VELOCITY WIND.
2. 4043 FILLER WIRE USED FOR WELDING.
3. ONLY THE BASE FLANGE WELDS ARE HEAT -TREATED.
4. BASE FLANGE SHALL ACCOMODATE 1 1 " TO 12"
BOLT CIRCLE.
5. (4) 1 "- 8 NC STEEL ANCHOR BOLTS ASTM 2" 11)'2" DIA.
A 576, AISI GRADE 1021-1046, 50,000 BOLT CIRCLE
PSI = MIN. YIELD MEAN DIA. OF ROD [11
STOCK 0.908 f .011", OUT OF ROUNDIUTOLERANCE : t 0.012" ROLLED OR CUT'' ;THREADS PER A307, CLASS 2A, TOP 10" 8 _ #7 REAR AND
GALVANIZED PER ASTM A153, COMPLETE #4 HOOP REBAR
WITH (8) 1 " 8NC GALVANIZED STEEL HEX „
NUTS & (8) 1 GALVANIZED STEEL FLAT 1 -0 CENTERS
WASHERS. 1 Y2" �5Y"
HANDHOLE (4" X 6" NOMINAL)
NON FLUSH TYPE, COMPLETE WITH REINFORCING FRAME ALLOY d I,
t- -t O
356-T6, COVER AND S.S. _ 1- 71 I
1 HEX HD. SCREWS _ <o
,I I,
1-
" I- --}
11Y4 Y2" _ 13 NC S.S. 2" SCH. 40 -�
BOLT W S.S. PVC CONDUIT 4
SPLIT WASHER
AND S.S. FLAT
WASHER CLASS 5 (1Y) PORTLAND CEMENT
CONCRETE (3000 psi ). 3'x 3' SQUARE
OR 3' DIAMETER BASE.
SECTION THRU HANDHOLE
` Federal Way • •�•
DWG. NO. 3-38
Fr
HAND HOLE
PROPERTY
LINE
JUNCTION BOX SHALL BE SET ADJACENT
TO POLE BASE AND SURROUNDED BY �-
CONCRETE. BOTTOM OF BOX MUST BE
ABLE TO DRAIN. /
LUMINAIRE POLE
-REFER TO DWG. 3-39A
FOR POLE PLACEMENT
HAND HOLE ON
SIDE OPPOSITE
ROME POLE AND BRACKET APPROACHING
TRAFFIC
CURB & GUTTER CABLE. TWO CONDUCTOR
JUNCTION BOX SHALL CONFORM AWG #8 STRANDED COPPER
WIRE, 45 MIL PVC INSULATION,
TO WSDOT STD. PLAN J-40.10-01 GROUND LUG--''�
(TYPE 1 OR 2) WITH GALVANIZED 95 MIL HMW POLYETHYLENE
LID (SEE NOTE, BELOW). J-BOX BELT OR APPROVED EQUAL.
IN SIDEWALK SHALL HAVE SLIP- STREET LIGHT OR SIGNAL POLE
RESISTANT COATING PER SECTION
3.6.2 OF THE PUBLIC WORKS BARE STRANDED GROUND
DEVELOPMENT STANDARDS TO MATCH GAUGE OF
CONDUCTORS
A
"ILSCO" TYPE ULT COPPER -
CRIMP OR APPROVED EQUAL
3M EPDXY SPLICE KIT _
6 �
SEC MODEL
1791-SF
FUSE-FNM-5
OR APPROVED
EQUAL
(2 EACH) ---�
1Y2" TYP.
2" SCHEDULE 40
PVC CONDUIT
TO STREET LIGHT �� _ BARE STRANDED GROUND TO
A � Z_TO
MATCH GAUGE OF CONDUCTORS
2" SCH. 40 PVC CONDUIT STREET LIGHT
(SCH. 80 UNDER STREET AND DRIVEWAY)
® BELL END PVC BUSHING
NOTE: LID TO BE WELDED SHUT AFTER FINAL INSPECTION W/2 1" LONG WELDS AT OPPOSITE CORNERS
REV. APRIL 2012
�� or WORKS UNIFORM LUMINAIRE WIRING DETAIL D3-40
ta'
UL US= Pa namm I =
TtaBl3 aDs8ltc/esa seat.
OMEIERBASE: 100 AMP, 4 JAW, AW 1114TB, SAFETY SOCKET TYPE, 5TH JAW AT 9A POSITM
(CNTRACTOR TO VERITY WITH SERVING UTIUIY)
0 PANELBOARD: 120/240 VAC, 10D AMP, 1 PHASE, 3 WIRE. COPPER BUS
WESTNGHOUSE BAB BOLT -ON BREAKERS:
1-100/2 MAN
3-15/2 ILLUMINATION BRANCH
NOT APPLICABLE
1-20/1 GROUND FAULT RECEPTACLE BRANCH
1-15/1 CONTROL CKT BRANCH
NOTE: ADDITIONAL BREAKERS MAY BE NECESSARY
OCONTACTOR: LIGHTING RATED, 2 POLE. 120 VAC COIL, 3-REQUIRED
PHOTO -CELL BYPASS SWTCH, SPST, 15 AMP. 277 VAC
5 MIND FART RECEPTACLE. 120 VAC. DUPLEX, 2N
CABINET. NEMA 3R, PADUOUNT, 1/8TH INCH ALUMINUM CONSTRUCTION, TYPE 5052-H32
2 SCREENED AND GASKETED VENTS
DOORS: HEAVY DUTY CONCEALED HINGES (LIFT-OFF TYPE)
STAINLESS STEEL. VAULT HANDLES, PADLOCKABLE METER DOOR
BEST CX LOCK N DISTRIBUTION DOOR
POLISHED WIRE GLASS WINDOW IN METER DOOR
CLOSED CELL NEOPRENE GASKET, CARD HOLDER
FINISH: BARE ALUMINUM (MILL FINISH) OUTSIDE, WHITE INSIDE
TEST
SWITCH
ALL CONDUIT TO CLEAR
- - -
TOWER CENTER BRACE OF
CABINET BY 1/2' WIL
80"
MAX
SEE NOTE 5
SHIM TO PLUMB
WIRING DIAGRAM
ANCHOR
BOLTS k DATA FOR
7AL - HEIGHT
�' ' _e Y
SPACING
BY
TO BE SUPPLED
CABINET MANUFACTURER
CABINET FOUNDATION NOTES
CESSARY SO
iT TO EXCEED
;i uii i
4 HOOPS
1. PAD MOUNT SHALL BE CUSS 3000 CONCRETE UNLESS OTHERWISE
LAX. TO TOP,iY--r
#4 BAR EACH CORNER
OTHERWISE NOTED ON THE PLANS.
IBINE�1
i i
1
2. WHERE PAD MOUNT IS LOCATED IN SIDEWALK. CONSTRUCT MOUNT
____________
�
1 t0 2" (SEE NOTE 2)
TOP FLUSH WITH SIDEWALK GRADE, OMITTING CHAMFER WHERE
I
TOP AND SIDEWALK ABUT.
u
3 SHALL USE E
T(Pr.AL OPER
MOUNT GTOIASSURE
3/8' DIAMETER PLASTIC
MANUFACTURER'SPAD
PROS FIT OF CABINET ON BASONTRACTOR
BASE DETAIL
DRAIN HOLE
WITH RESPECT TO CONDUIT PLACEMENT. CONTRACTOR SHALL SUBW
FOR APPROVAL A PROPOSED DESIGN WITH PLAN, ELEVATION AND
ANY RELEVANT SECTION VIEW.
L-I
6' (- 20'-1-1'6"-I
4. CABINET SHALL BE ATTACHED WITH AASHTO M164 CHEMICALLY BONDED
ANCHORS TO EXISTING PAD MOUNTS, ANCHOR INSTALLATION SHALL BE
6'
-
AASHTO GRADE A307 HOT -DIPPED GALVANIZED 1 /2' x 8' x 2'.
__________INSTALL
ONE SPARE
2' CONDUIT AND CAP;
5.PLACE SILICONE SEAL BETWEEN THE CABINET FOUNDATION AND THE
CABINET.
OTHERS AS REQUIRED.
26'#4
D4-
OTHER
H OOPS
#14 AR E4CH
ORIENT FACE OF CABINET TOWARDS PUBLIC ROADWAY.
6.
CONTRACTOR SHALL COORDINATE WITH THE POWER
COMPANY REGARDING THE SERVICE CONNECTION.
T�-
� affm
4 �� WORKS STREET LIGHT SERVICE CABINET �3-45
JUNCTION BOX SHALL CONFORM
TO WSDOT STD. PLAN J-40.10-01
GALVANIZED TYPE 1R D (SEE NOTE WITH GROUNDED
J-BOX TO ABUT BACK OF WALK.
J-BOXES IN THE SIDEWALK SHALL
HAVE SLIP -RESISTANT COATING
PER SECTION 3.6.2 OF THE PUBLIC
WORKS DEVELOPMENT STANDARDS.
"ILSCO" TYPE ULT COPPER/
CRIMP OR APPROVED EQUAL
3M EPDXY SPLICE KIT,, --
OR APPROVED EQUAL
TO STREET LIGHT
REV. APRIL 2012
SERVICE
CABINET
(SEE FOUND-
ATION DETAIL)
TRANSFORMER
VAULT
SERVICE CABINET BASE
SEE DWG 3-45 FOR
CONSTRUCTION DETAILS
BARE STRANDED GROUND
TO MATCH GAUGE
OF CONDUCTORS
INSTALL AND CONNECT TO 2
GROUND RODS (MIN. 6' APART)
PER WSDOT STANDARD.
CASE NOT REQUIRED _
CONCRETE
PAD PER
DWG 3-45
40 2" SCH. 401
IDUIT PVC CONDUIT
TO POWER VAULT,
TO BE CONNECTED BY
OTHERS. 3 #6-AWG
U.S.E. (MIN)
2 SCHEDULE 40 PVC CONDUIT
BARE STRANDED GROUND TO
MATCH GAUGE OF CONDUCTORS
(SCH. 80, IF UNDER STREET/DRIVEWAY) L-TO STREET LIGHT
Lei = BELL END PVC BUSHING
NOTE: LID TO BE WELDED SHUT AFTER FINAL INSPECTION W/2 1" LONG WELDS AT OPPOSITE CORNERS
�FW L ' °'I3�c 9 /WRY WORKS ILLUMINATION SYSTEM SERVICE DETAIL D3 410.
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
NOV 2.7 2013
PERMIT NO: CDS
APPROVED BY
DATE
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CLIENT
DREAM BUILDERS NW
MR. SCOTT ROBERTS
110 STEWART AVE. EAST
PUYALLUP, WA 98371
PHONE: (253) 677-2800
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PROJECT
NO.
3284
DRAWING
iL.o2
SHEET __L L2 _ OF
TWP
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ILLUMINATION POLE SCHEDULE
LUM'
POLE
REFERENCE
ROADWAY
STATION
OFFSET
MOUNT.
HEIGHT
ARM
LENGTH
SVC./
CIRCUIT
WATT./
TYPE
PHOTO —
METRICS
BASE
COMMENT
NO.
1
PRIVATE DRIVE
20+54.0
16.5' LT
30'
8,
PRIVATE/
100 HPS
HPS M—C—111
FIXED
SEE CITY OF FEDERAL WAY
DWG. NO. 'S 3-38, 3-39 & 3-40
2
PRIVATE DRIVE
21 +63.5
16.5' LT
30'
80
PRIVATEI
100 HPS
MHCSIII
FIXED
SEE CITY OF FEDERAL WAY
NO. 'S 3-38, 3-39 & 3-40
3
PRIVATE DRIVE
22+53.5
19.0' LT
30'
8'
RIVATE
100 HPS
A C-111
FIXED
WAY
DWG. NO. 'S 3-38,SEE CITY OF FEDER3 39 & 3-40
4
S 333RD ST
11+70.0
26.0' LT
30'
12'
PSE
100 HPS
MHCSIII
FIXED
PROVIDE HOUSE SIDE SHIELD
NOTE: PRIVATE ILLUMINATION POLES (NOS. 1, 2, AND 3) TO BE LOCATED OUTSIDE OF RIGHT—OF—WAY ALONG THE PRIVATE DRIVEWAY.
CALCULATION SUMMARY raaGEr
DESIGN CRITERIA*
CALCULATION AVG. UNIFORMITY
AREA MAINTAINED AVG. FCC
FOOT CANDLES MIN. F``
PRIVATE DRIVE & 0.40 6000.1
S 333RD ST 0.87 870f1
*SOURCE FEDERAL WAY DRAWING NO 3-38, LOCAL STREET
CLASSIFICATION.
10 40
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0 20 60
_ SCALE IN FEET
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
NOY 2 7 2013
CITY OF FEDERAL WAY
CDS
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110 STEWART AVE. EAST
PUYALLUP, WA 98371
PHONE: (253) 677-2800
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. GRAY SILTY .SAND. WITH GRAVEL, Ct E . DENSE TO -CRY MOIST. GLACIAL TILL i / / / / / , , : • / / / / / . N /UFORARY / / . / f / / i ; i /
:
1. :. DENSE, / / r / / / / /. / / f i / / ' r:. / f f / / / : / /rCQ�PAt+IY T.. VET / / / / f i
.. _ _ .
TEST PIT .TERMINATED AT 120 .FEET BELOW fIW THE GROUND SURFACE: / / / i ./ / �' / / r / / V� / / / / r -
i / / / / / / 1 ' / / / f / / / / /.:'/ 11
/
/.
t;'
NO CAVING OBSEi�VED:: / / / / i, / x/ g, / ./ / .
ISOLATED MINA GROUNDWATER SEEPAGE OBSERVED AT 4:3-4.8 FEAT BELOW THE .GRt�JNQ / / / f - �, �' WWI
f / / / / �' �` / / / i / / / / / f . r: i. i / / /
SURFACE. / / . / i / ,//-1 ;. _.: �_
. . / / / / / / `Y / . � .. f.�.
TEST PIT T LOCATION. SotLTH ENO c PARCE! : 1ST EAST CEPITFIt . `T_ . / / � _ � a QaQaR�Qa . �/ / / / . .
., - J - c o a o°au° o° r.
.
_ _ /
:DEPTH SOIL. TYPE. SOIL DESCRIPTION `'' \ v
cl= _ .
.•� ..
\' "` o000000aoo
�" •ten.' 'i OQO 000OOQOO .\\ / / /
- _ - _ _I�;G/ L� - ! ' ' Q . N3'33" W. 89. I' ... oob000c000 �. 37:8-- /
OQO /
O.0 1.3 - F�EST DUFF �- -- -- - - - ao°0000 1 1 fit.:'
. I/ r °.,. an o. /. f
-EX. STORM CB
.4' . oao oa
1.3 - 4.0 SM .. DROWN ORANGE SLA TV "SANQ .111H -OCCASIONAL GRAVELr` MEDIUM DENSE, MOIST: W. TILL EX. STORM M.H. / / / I i ` •.: ° �; as i. i � /'
4.0 - 5.0 SM GRAY SILTY W! G .M .. RIM E�EV.=373.20 RIM ELEV.=373;.64 / / a PO y ' / I
SAND . NTH: GRAVEL, COB�.ES, MOTTUN EDIUM DENSE, MOIST. {W. Titl) tNSTAtl TI~MPORARY I , ► \ 1 oQo /
5:0.-'6.5 SM IE(N) 359.66, 18 CMP IE(N).368.54, 36 CMP SILT GE:` CONR TE `�� oog000 Q I 'r
GRAY SILTY SAND WNTH GRAVEL, GoeBLES, DENSE TO .VERY DENSE, MOIST. {W. TIL) IE SE 359.76' 18"CMP i // / 1 " FEN oQo �� 1 / / /
..... . . O IE(S) 368.29, 36 CMP / / � . -� : • . r aoa000 i y /
.
I.
n I � OOOa00 Q OOa /
. . IE NW : 368.64 18 CMP . / /. a, I < -h - r._<'fic ' r , }, ,0000 oaQ /'
. - PEST' PtT TERMINATED' AT A,5 ` FEET BELOW THE GROUND SURFACE, / , : k .
OU . j...:; - 14, l / 1 ) �o',T < 1 < �, r oaoq o0 000 t� I /' f
NO CAVING ' UDDER -EAST / / �. r t-- oo° o° / , / .
SERVED.
'- ( o0 000 aoo
/ / / 7 � I I /
MINOR GROUNDWATER SEEPAGE OBSERVED AT 3.5 TO 3:8. FEET BE1QW THE GROUND SURFACE. I`�'` "'� / / / , / IIJFlL TiQN:AREA FlAG'AND o aQQo /
/ /. / / /. ` �p�� / !.. ! aa000
T f IMJIMI 4 ON oa°o d°°o° a°oi'p I'�. /' I / / „
i / / f / / / f / / / . / / i.RO tiPAC1I I .°I ,
H` A „� LOCATi 1:" N `PORTtQhI W. SITE Y / /'. / / i / Q o o p °a . . I / / .
_ .. / / / / ' e . • 1 ,.._, °o°c'o°q°o ao I� / / ./ .
I
L .1
DEPTH SOIL TYPE SOIL DESCRIPTION ' / / / / . / / / L _ - /
{gin i
/ / - aoaa aoa .
/ / i EitiS TIH' Ct3�IT0�. NOTES
/ / / / " a aaa0 O000 . �N / / //
. . . .. .. ° C - Q p a a°A ODES NOT CONSTITUTE AN APPROVAL OF PER#iANENT
r / ooQo aQQQa y / I/ /� 1. OVAL OF THIS EROSION/SUMME NTATION CONTROL (ESC) PLAN
/ , , , / / / i ! 1 c AND I /
0 - 3/4 SOD OVER TOPSOIL /_,; / /. ./ TT MAI T NANCE 0000 o �0 /
i .. / f / / / / / / / : ! \ I E t1tP 1 T MALNTENANC> /STORA . 000 Qa :.v / .
0 0 0 0°;0 / ROAD OR DRAINAGE (LE. SI AND LOCATION OF ROADS RIPESy f�SiRiCTtfRS, tIANNELS, .RETENTION FAC�171ES,
3/4 - 1 3/4 SM . BROWNN GRAVELLY SILTY SAND. •(LOtiSE TO IEDIt1M DE41SE, MQLST) / / / / / / / / / 1. i I ASH DOWN ARE ooa o 0 0 o Q Q /
1 Z 4 3 1 2 SM UNIT BROWN S T�'' SAND L��11 �p���ry MO 1L1G. AT BA ACT rf1tUW DENSE i��ST ' INSTALL CATCH BASIN SEDIMENT lI '../ / / % /: /, i 1 . I. :AND ST P l.E/W 000 oQao Q '� , UTB.ITiES, ETC.. .
3/ /. GH OWN SI )lIId7 W�Aswy TTu1�T (�Glla ) / f f / ! . Qca °Q° / / / }
SM GRAY SILTY SAND :WITH SOME) -GRA DENSE TO VERY DENSE AT DEPTH MOIST) PROTECTKNN ON ALL. tUSTiNG & I / / / . / / / / / 11 k .� - / I /
3 1/2 4 Vkl .{ G _1- / / / -�'-'': __/_ - -1I EXISTING 1 1 NG 1._. " .
. - PROPOSED. SEE DETAIL (TYP) .4) � _/ i / /. T \ I EXISTING : I ; / / \
1.CLEARING+ STORY: woOp I I STORY v�00a. 2. THE!IIIPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTDNANCE, REPLACEMENT, AND UPGRADING OF
. . I A 4 FEET. 6L10 SURFACE. - Z ___/� . A . .. / / / . / .
TERMINATED A. W GROUND . . . . y FRAME HOUSE I . FRAME HOUSI '. i�• ft* EX FACIJTtES IS THE RESPaNSIt .ITY OF THE APPIJCMT/�iTRACTOR tX+iTll ALL 'CONSTRUCTION IS APPROVED.
.:
.
.. . MINOR' CAVING OBSERVED IN UPPER FOOT ! _ _' _ _ . _ r _ _ _ - . 1. - 1$ i ;� / I .
. .� lm.
.
uhlTs �( !
- .
. NO GtttXlNOWATER SEEPAGE OBSERVED: MOTTLING OBSERVED AT 3 FEET. DEPTH; . i /' /
1..1. I �` ` - / I I 1HE I BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE HELD. PRIOR TO
r }_
! _:<t<, j- -c `_. ; __�1 ;; t _ rz�' i ij TRUCTION. DURING THE Ct�i+ISMC10N PERIOD, NO DiSTt1R8ANCE BEYOITI! THE FLAGGED CLEAf�IG (.LINTS SHALL BE
HAM AUGO HA Z LOCATION.- CENTER OF SITE I I. 1 _C t � 1 �r ) -- � _1- -, � l
. . ... r `� , .. ; -� 4, � . - / �i TiED: THE FIAT SHALL MAtNTAWiED BY THE APPUGANT/CONTRACTOR FOIL THE DURATION OF CONSTRUCTION.
1 I :. ^ ..�,r�1�1 - - `w`> ,-r <,_� _ // y / PERK
_ _
DEPTH FEE SOIL TYPE SOIL. DESCRIPTION { .rx �r ;- -
. I iNFlLTRAiiON AREA_ - FLAG` AND ' I % 1. . ,' >_r. / �% - I j/ +�. f • .� ° :. <.• - / ! Y I . 4. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALL` AT THE BEGINNING OF CONSTRUCTION AND
TIRE, METAL} PROTECT FROM COM ACTION ). e . f // . ( . MAINTAINED. FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES M Y BE REQUIRED TO ENSURE THAT ALL PAVED
O w 1 TOPSOIL WITH DEBRIS BRICK, I I I X 1- r i.�}.l e \ ' .. . ° . i
1 .2 SM BROWN GRAVELLY SILKY .SAND. (LOOSE`TO. MEDIUM DENSE, MOIST) < - * CON TE �
NOT OGCU THE CT
... ! / / k .. ( AREAS ARE KEPT CLEAN AND TRACKING IN THE ROADWAY DOES R FOR D1IRATION OF THE OJE
LIGHT SILTY SAND NTH GRAVEL; MOTTLING AT BASAL CONTACT MEDIUM DENSE, MOIST I ' i... I CONCRETE %-? -� ° OPR V WAY l /
2- 4 {. ) \� f /:. ter- a i l
4 - 4 1/4 SM . GRAY SILTY SAND WITH SOME GRAM=L {QEN- TO VERY DENSE AT DEPTH, MOIST). I I i l � (wAt_x � >.-��` � � � ! � T ^ / /: I TRUCTED PRIOR TO OR IN CONJUNCTION . . x _c 1 5. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONS CONJU WITH ALL GEARING AND
I I ,� I .
_.
- � ! / TiVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE
TERMINATED AT.4 1/4 FEET BELOW: GROUND SURFACE. L - - _ _ - . -. - _ ^ _ � . x _ .
/ I GR. AC
-_ x --1 ✓ I DRAINAGE SYSTEM, ADJACENT PROPERTIES, OR VIOLATE APPLICABLE WATER. STANDARDS.
MINOR CAVING OBSERVED iN. UPPER FONT I x _�_.,- x - x __.- I ! X ---. \ ° ,� .
. NO GROUNDWATER SEEPAGE OBSERVED. MOTTLING ' OBSERVED AT 3 FEET DEPTH. I \ ( E�.. , .I . / I
. .... .
%HA 2' ESC I I �: aW 6. FACILITIES SHOYMI ON THIS PLAN ARE It 1W�14UM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING
s /
t � / � / ASI�tIALT WITHIN STATE R.
AQQER. NA'S LOC S PORTI SI HYDROSEED ORS AW / / ; . TO REMOVED rL- AREA TO TfLE;' CONSTRUCTION PERIOD, TI#SE ESC FACpaTIES Sfllllt: BE UPGRADED AND/OR REVISED AS NEEDED FOR UNEXPECTED
Ai1ON W ON .. TE
S(E.G.ADDITIONAL
I.
.: ..
. EVENTS, 'AND MODIFIED TO ACCOUNT FOR CHANGING SIZE CONDITION (E. COVER MEASURES,
. .
. TION, ETC.).
(IL. DE Ti . ... .. � ATELY :INSIDE THE CLEARING � � � %/ RELOCATION OF DITCHES AND SILT PER�ETER PROTECTION, )
DISTURBED AREA � . AWAY FROM NEW
1.
DEPTH (FEET) SOIL TYPE SOIL DESCRIPTION. / � \ AFTER GRADING. / NtU , �CTtiXN. � FENCES,
I. .
. AR.CEL
s ���\ `I IMt ,�.1
0 - 1 /2 - TOPSOIL , . .. . . \ \ / / 7. THE; ESC DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO
NO , i978�018�t I
. ! FACILITIES SHALL BE INSPEGIED
t/2 - 2 SM BROWN SANDY SILT Wyf[H GRAVEL (LOOSE TO MEDIUM DENSE, MOIST) �� . . . � f ENSURE TI EIR CONTINUED PROPER FUNCTIONING. .
2 - 3 3/4 SM ..LIGHT SOWN SILTY SAND` WNTH GRAVEL, .MOTTLING AT -BASAL CONTACT (MEDIUM DENSE, .MOIST) . : �� � / / / �
3 3/4 - + SM GRAY SILTY SAND WITH SOME GRAVR: (DENSE: TO VERY DENSE AT DEPTH, MOIST) _ _, - _ _ - \ /' .
. - -- , / / �' I 8. gWEAS OF EXPOSED SOILS, INCLUDING ROADWAY EIrANK.ENTS, THAT WILL. NOT 8E DISTURBED FOR SEVEN (7) DAYS
TERMINATED : AT 3 3/4 FEET BELOW •GROU*WI
. SURFACE .I1. ...I 1II. .I . . . . .. .. . .I II. .. I � ..I 1 .. .. .-�73. . . . . II . I1. 4..f ..... .. ,. 1. 1. - .-I .. ..- I.I.,.. .7.�..
. : r fir=\ __ , I THE D.I.RY SEASON• OR TWO (2) DAYS TIE. WIT SEASON, SHALL BE IMMEDIATELY STABILIZED WITH THI.
N0 CAVING: {X3SERYEO: INFILTRATION. AREA f1:AG' AND'{�1 r ? - '`�r r 1 / / / I APPROVED ESC METHODS (LE., WILCHING. NEiTWG, EROSION <UU+IITS. ETC.).
J*. . 1.... :.. . .- .I. .1. � .. I . 1 I. . .� .. . .:. .I I �. . .... .1.1... _.. I.' .II.., -
11
I.
II
O
E.
LS
NIN
05
ExX
I.
. NO GROUNDWATER:.,SEEPAGE OBSERVED MOTTLING- 08SER1IED AT 3` FEET DEPTH. ;-I, ,>-s � ->�`r c��� I : / / I i .
PROTECT FROM COMPACT ION
. _ ,_` rK _. ). I ' ,_ ..) f.� = I / /. �i ' I 9. ANIf AREA NEEDING ESC MEASURES, NOT REQUIRING NrWfDU1TE ATTENTION, SHALL ADDRESSED WITHIN SEVEN (7) D.
AU .
RAND. HA�4 . LOCATION• N-CENTER . PORTION OF SITE
-<' •-
..
. ;- ` I , . G % / / ) 10. INSPECTED AND tIiAINTAiIN� A M OF.
. • BE M WITHIN
DEPTH (FEET) SOIL TYPE SOIL DESCRIPTION:. I -
z STOW EVENT •
OVER TOPSOIL- I
` I G / / 0' I 4 tiOl. XIS . fOLLOWNANG A
0 - 3/4 SOD 374 / i ! / .
34 -'1. 1 .2 SM BROWN GRAVELLY SILTY SAND (LOOSE TO MEDIUM DENSE, MOIST) . I , - . - 11. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF.SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL
1/2 - 3 1 2 5M UgiT BR�DYML:SiLTY SAND WNTFi '(TRAVEL, MOTTLING AT BASAL CONTACT (MEDIUM DENSE► MOIST) 4 , / / t ' I CATCH BASINS AND *CONVEYAIE LDS SHMl BE a -FINED PRIOR To RAVING. THE CLEANING OPERATION SHALL NOT
I
f / /
3 1%2 - + . SM ... GRAY SILTY.SAND'Wl�1TT SM. GRAVEL (RISE TO' VERY DENSE AT DEPTH- M415T) � r . / / ' / I FLUSH SIT-L:.ADEN WATER INTO THE DOWi ld SYSTEM.
A .. -a. 1: .G /
. TERMINATED. AT 3. t/2 FEET�BROW_ GROUND SURFACE. . , \ I ':. / /. / /
. . PERi�IANEN � � E
. .
MINOR CAVING. �SFRIIED IN UPPER FOOT. '. / I 12. ANY . T RETENTKlN/OBTENTK)�i FACULTY USEL3 AS A Y G BASIN SHALL � MOOED WITH TH
. d , / l'' / ) NECESSARY EROSION CONTROL MEASURES AND S PROVIDE ADEQUATE STORAGE CAPACITY. THE PERMANENT
NO GROUNDWATER SEEPAGE OBSERVED:' MOTTUNG OBSERVED AT 3 FEET DEPTH. .
. ' . APPROXIMATE LOCATION OF 1$ . t i� / //. / / / . I . FACILITY RS TO FUNCTION ULTIr1ATELY AS AN TRATION SYSTI1, TT FACLLTY SHALL USED AS A TEMPORARY
. ..
6» TO
. 8E U T
.i S V 11]�'ORARY
, / / / / SEINING SETTLING N.
t2' (�TTONWM�iR . / i BASII+f N0 ILNDERGR DETENTION OR AULTS: SHALL � SED AS A BASI
.: TREES (TO BE REMOVED} l TP#2 I .
. - �� ./.f. / /
. . . � / 13: COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH .APPENDIX D OF THE KCSMII L
. . . . . . . . / - - . �� I .. . .
. . . . .
. .
. . I . . / �/ f I 14. MANAGEMENTPRACTICES PROVIDING SIGNIFICANT TREE PROTECTION (PER FMIRC) SHALL BE PROVIDED ON THE ESC PUNS. ,
' / .
. P i I / /-. i • . . .
.
S*0 . . i r-.,' "r_.. Y / '� I 15. WET SEASON SPECIAL PROVISIONS, AS DESE ED IN SECTION D.5.2 OF APPENDIX D. KCSWDM ARE IN EFFECT OCTOBR 1
R--25 I INFlt TRATtON,` AREA ..FLAG AND � :;� s- � ,- �-_; ,-�� ; / / / / / THROUGH 3ii I'I�R TO TIC � OF THE WtET SEASON. ALL � ACAS SHAM � � TO
:.
. O r.-�r t ;_( ,; -` ..1 / . / 1 t+1TIFY MIkICH OILS CAN BE IN PI #'ARJIT N' FOR WINTER RAMS. DISTUR DAL AS SHALL. SEEDED WITHIN
I PR TECT F�tOM COMPACTION /,
: I ._ �..)._t / / / / / / I ONE WEEK OF THENOF THE WET
"- I PRESERVE & PROTECT EXISTING - ;, , r t f , / 1
o, DRIVEWAY TO REM IN OP FOR
.. .
. .
.. .
.
I SANIT 'SEWER .::MANHOL:E: \
CONSTRUCTKX+I. CONTRACTOR' TO'
. .
: . 3 /' . / C4RDNNATE WNTH HOME OWI�+IER.. I .INSTALDRIVEWAY CULVERT I _ - - - _ _ - . .
r __
LF TLiERE IS- A -ROADSIDE , . . - �-:-- _ _ , ;:_ _ _ - - ems-. . . . . .. .
-
1tt n �T'Rta1.
. OtTCH PRESENT; , AS PER I - - - - - - / A� / YDROSEEDI!IG SHALL. BE APPLO TO SLOPES INDICATED.
KING COUNTY' ROAD -- 1 . �i---7---i-�T �' y / 1. 1 1 H
. . . I ems. ! / / / �� / /. - / x I . 2. HYDROSEEDING TO FILE THE FOLLOWING MIXTU.
STANDARDS - I 6; % Ir " / s o' / I . / . . .
4 :QUARRY .
. .
SPAN „ . JOINTS W FIL TE:R FABRIC SHALL BE SPUGED f xf 9Y . . I�XTI�E BAY WEiGHTNP1HiITY T PGERMINA110N
4 Gq
. EQUIVALENT IF STANDARD
. .
. AT POSTS. USE STAPLES, WIRE RINGS, OR . .
GEOTEXA.
. STRE]+IGTH FDIC USED
.
. EQUIVAL.ENT TO ATTACH FABRIC TO POSTS.
. CNEWMNGS OR RED FESCUE 40% 98x Sox
' . ..
--
�5 t 9c s
12" 11II+1. 'THICKNirSS--= FILTER FABRIC_ REDTOP OR COLONIAL .
. .
.
.
0:02 PERMITIVETY � WHITE DUTCH CLOVER {OX 98X 9OX>
NQTEr 2" 2" BY . x 14 Ga. TIRE OR APPUCATiONN TO 120 lBS/ACRE
CONSTRUCTION ENTRANCES) StLAIl 8E 'ASPHALT PROVIDE FULL `WIDTH 1 I Et ltYAI ENT, f STANDARD . O W 3
TREATED ;BASE AB) DURING: WINTER' III K SiEASON ' OF INGRESS/EGRESS STRq�TH FABRIC USED Y. MIN. ' (TO BYPASS. .
. 4. 90 L.BS/ACRE 10-20-20 (N-P-K) FERTILIZER, 2000 LBS/ACRE MULCH
( AREA I
x PEAK FLOWS) AND 40 LBS/ACRE SOL STABILIZER TO BE i1PPLiED WWITH SEED MIXTURE. !
.
.
.
. .
MINIMUL�t 4 x4 TRENCH .
-
GEOTfltTiLE FABRIC
1 .. .
. .
APPROVED
NTS - 0 . . . Et�AI
.:
.. .. .
6' MAX UM 4" 4» TREK 12y
. . .
M .
i... x CH
. Stl#iCT IIOL1TIOi OF EXISTING
. U A ARATE
. .
j�
lJ
BACKFlLL TRENCH .
IMENT ACCUM LATOR � REQUINES SEP
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Designed: STN
Drawn: MR{-
Checked: CAD
Scale: 1" ,20'
Date: 11.06.2013
Job No.: 12074.0
Sheet No.:
C1.
3 of 9 -'sheet
MMUT CASE TO
WAK OF A.C.
AY.
WASSPIN IM
,,-JAL
\_11W PAINTO STOP LK PER
COOW NO. 3-20 &
STOPSIGNPER COFW OWG.
NO&, 3-53 AND 3-54.
CBOT CMQWX BARRER
Ctn - SECT PER OOFW DVA
NO. 3-4.
TYPE I
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SITE SWERVIOUS SURFACE AREAS
MOT HOT PE WAY NQZM,
1. AC PAVEMENT AND FENCE ASSOCIATED WITH THE EXISTING
PRIVATE DRIVE AND. LOCAVO WHIN THE STATEIS
RIGHT-OF-WAY FOR INTERSTATE 5 (1-5) MAY BE REMOVED
ONLY WITH PRIOR APPROVAL . OF THE WASNNGTON STATE
DEPARTMENT OF TRANSPORTATION (WWOT). NO. WORK SHALL
OCCUR WITHIN THE 1-5 RIGHT-OF-WAY WITHOUT THE 'APPROVAL
OF WSDOT.
2. ALL WORK SHOW'ON THIS PLAN OR OTHERWISE NECESSARY To
COMPLETE WORK WTIWN- NWOT (IMMMAW 5) RIGHT-OF-WAY
94AU REQUIRE -COORDINATION AND APPROVAL BY MOT
UNDER SEPARATE PERWT OWNER OR CONTRACTOR SHALL
SECURE ANY NECESSARY MWOT PERMITS PRIOR TO WORK
WTAW 7HE INTERSTATE 5 RIGHT-OF-WAY.
3. COPIES OF ANY *WOT PERMITS OR APPROVALS SHALL BE
PROWM TO THE WY PRIOR TO WORK WITHIN NWOT
RIGHT-OF-WAY.
CALL 48 HOURS
- U DIG
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Scale:
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Date:
11-08.201-4
Job No.:
12074.0
Sheet No.
.4
4 of 9 Sheets
i SLLLfJQHT .QE WAY NOTES:
1. AC PAVEMENT AND" FENCE:.ASSOCIATED W17H THE EXJS71NG
PRIVATE DRIVE AND LOCATED W17NJN THE STATE'S
RItGIT-%WA"OR INTERSTA7F 5 (J-5) MAY 6tE REMOVED
ONLY MP. APPROVAL 0J= THE WASHINGTON STATE
DEPARTMENT' OF TRANSPORTATION (W50OT). NO WORK SHALL
OCCUR WHIN 7HE J-5 -RIGHT-OF-WAY W HOUT THE APPROVAL
OF WSDOT
Z ALL WORK SHOWN" ON THIS -PLAN OR. OTHERMWSENECESSARY TO
COMPLETE WORK .WITHJN WSDOT (INTERSTATE 5) RIGHT-OF-WAY
SHAD REQUIRE- COORDINA. RON AND APPROVAL BY WSDOT
!UNDER SEPARATE PERMIT OWNER OR CONTRACTOR "SHALL
SECURE ANY NECESSARY. WSDOT PERMITS PRIOR TO KWK
IWTHMI THE INTERSTATE 5 .RIGHT -OF W4Y .
3. COPIES OF ANY MOTPERMITS OR APPROVALS SHALL BE
PROMED. TO THE CITY PRIOR TO WORK W17HIN W5DOT
RIGHT-OF-WAY.
..
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z .:.. EXTRUDED ASPHALT OR CEMENT
CF.ME�LISi=RETE Cl1RB do GUTTER REPlACEIniENT GQK�RQf: CURB'
N. USE pfTAll 3 —4
T. 2 CRIJgHEp SURFACGlG: �' COdJi�SE
BROOhtED FWkSH (7YP. )
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FOR .USE IN..PRNATE .PARKING AREAS .ONLY
-
-
NOTES:
AN SPACING EXPANSION JOINTS,
1. FOR` JOINTS AND RING, SEE FEDERAI. 'WAY STANDARD DARD FOR SIDEWALK
SCORING.
,T o0Nc:RM
_
..i.
AND SCORE MARKS.
CUFF IW�: cum
-
OF SECTIONS.
2. SEE DETAILS 3=6, 3 6A, & , 3-7 FOR MINIMUM :DEPTH' CONCRETE, THROUGH DRII�EWAY
3. WHEN CHECKED WITHWITHA 10 FOOT STRAIGHTEDGE, GRADE SHALL NOT DEVIATE MORE: THAN 1 /8 INCH
t .•,. •,: ;�
AN ALIGNMENT N INCH
D LIGN ENT SHAhJ. "NOT `VARY MORE THA 1/4
0
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Designed:
STN
.
Drawn:
MRL'
Checked:
CAD
Scale:
N/A
Date:
11.06:2013
Job
No.:
12074.0
Sheet No.:
C-7
7 of 19 Sheets
i
R MIN: MiIATH wa�.I , l R.MWV%o a-u:a Im
USE 1 EPDXY COATED
;15' MIN.� � "� HANDICAPPED. PA KtNf
SMITH DQWEL BAR:! STALL 5Y1011110
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► mp
MARKING AREA
G! SQ.FT.
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3-34
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PREFERENTIAL LANE SYMBOL
NO.
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Designed: STN
Drawn: MRL
Checked: CAD
Scale: N/A
Date: 11-06.2013
Job No.: 12074.0.
SheetNo.: .
C8.
8 Of .9 Sheets
aWQ NO.
Pusuc
P
N T
waaKs
. S...IG. � ,. QSr 3-51
MMOR
PuOm
SIGN INSTALLATION
STESTREET S
DWG. No.
3-50
WOR�S
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viso
Speed�
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I-Ine
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Paved Shoutde
WITH CURBS & RAILINGS
WITH .ADVISORY SPEED . PLATE '
REFLECTIVE SIGN POSITIONING METHOD
To obtain maximum reflection from traffic
signs,
ri
Yet eliminate specular, Aare, signs shall, be correctly
aligned. Specular glare Is mirror -type reflection
that
�
Is characteristic. Of any glOSSy surf ace. ,
Specular ._filar
can Make sign legend . unreadable.
Position sign such that the. vertical axis'
IS plumb and
the horizontal axis ' Is at an angle, of . 93`
with the
traffic lane.. that 'the sign serves.
Pueuc_
SICaN Pt3S# 14NING
OEIlMG. NO
3-52
G
r�OW3
c� V_
0 0
0 r to
1
.- 0
MT
W M
0 0
36
0 0
w w
to m
w w
cc cc
`l <`' < z°
D33PVT 1.06 Copy = Lime 1 = 6 Inch Highway Gothic Series B
Line 3 Inch Highway Gothic Series 8 3-till Ili -Intensity Silver
Legend . on a Hi=Intensity Green Background
MATEMS. . ` CAI
o
Aluminum: i I
1: Alloy - Made from 6061.-T6 aluminum allay chemically conversion coated in accordance IIs
with ASTM Designation '8449--67: Gass 2 (aiodins). a
2: size 8-inches byB-inches ,outside minimurtia .dimension. Lengths of i 2 by 36 inches a
mpy be. used far named. streets. Thickness shall be 100 inch..
3. Holes =- four. (4) 0.156 inch nail holes. Two (2) holes . punched 7/8 inch from one end. 1
Jhch from the top and, bottom. Two (2) holes punched 2--7/8 inches from the some end. 1 '►' n
inch .from. the top and bottom:qa
w.
4: Finish —Ail :edges, eomeM, and holes shall be smooth and. free of burrs and snags. h.
i v n
Message:.
1. Background =. 3M Hi."Intensity '.Green. See 'detail.... i
2: L end..- 3M : Hi —Intensity Silver:
3: Legend 'Size See detail. s
4. Pointer signs — Pointer signs shall follow the same` specifications as the street name `
signs, except the and opposite the attachment end :shall have white 45 degree comer cuts to t7l
indicate a direction in which the legend applies.
e.o.Poo s"s. ,
1 ''M
F Pusuc
e�
STREET:NA SIGNS
�Iw
349
: .
NEATER S U
STANDARD CLEARANCES REQ4IM FOR RF.GULATORY AND WARNING SIGNS STANt? O 'LOCATIONS FOR STOP SIGNS AND YIEW SIGNS ��,
ALL D-3 S SIGNS SHA>�. BE CONST4�UCiED M�TN 0. �fC 81.ANKS° THE CONNTttACTOR SHALL INSTALL PERMANENT
MN�iIJM STAND ALL SIGN ALL BE T
SKIS, NiCH MEE OR THE REFLECTIVITY STANDARDS. FACE SHALL APPLIED 0 SIGN
BLANKS WITH PRES�URE b. NSIIIVE ADHESIVES.
STOPALL REGULATORY ( SERIE$), SUM(S SERIES), AND WARNING (W AND X SERIES) SIGNS, EXCEPT FOR PARKING REGULATION AND �
PARKING PROHIBITK N SICKING, SHALL BE CONSTRUCTED WITH SLATED LENS DEFLECTIVE SHEETING IN ACCORDANCE WITH
t. Las d SECTION 9-28.8 THE STANDARQ SPECIFICATIONS. THIS SHff ING HAS A RETRO- RER.ECTION RATING OF 250 CANDELAS/FOOT
el toThan 'z.. R CAN DLE/SQUARE F T FOB WHITE -SILVER � WITH A DIVE ANGLE OF 0.2E AND AN INCIDENCE ANGLE OF -4E THIS low
lu
STOP _ °� OR i NAIL (D-3) SIGNI SHALL MEET
HIGH INTENSITY SHALL BE SERIES MOO ITS EQUIVALENT. ALL STREET
n
T1.IS. SPECIFICATION.
V7
..1
ALL OVERHEAD SISHALL MEET THE SI'EClfiCATIONS OF PRISMATIC LENS REFLECTIVE �. THIS SHEETINGING
HAS A MINIMUM J
RETRO-REfLEC1iON RAVC OF NO CANDELAS//FOOT CANIDLE/SQUARE FOOT FOR WHITE -SILVER SHEETING WITH A DIVERGENCE ANGLE .�
& 's 0.2E AND. - G W
OF AN � ANGLE OF 4E THIS DIAMOND GRADE SHEETING SHALL BE 3M VISUAL IMPACT PERFORMANCE (VIP) �...
SERIES 3M': OR ITS EQUIVALENT. THIS STANDARD APPLES TO ALL SIGNS MOUNTED ABOVE THE ROADWAY ON SPAN � H
WIRE OR tD
a�
SK�+tAI MAST ARMS.
round tine MOTORIST INFORMA AND PARKING SHALL
ISTRUCTE7) WITH . ENGINEER GRADE ON SH BE CON . GW SHEETING, IN ACCORDANCE WITH: Jco
� w
Ma Road , SECTION 9-28,6 i[HE STANDARD SPECIFICATIONS. THIS SHEETING HAS A 4 1M RETRO-. REFLECTION RATING OF 7
Pa"d Stwukler .._ 0 Q
CAN DELAS/FOOT C /SQUARE FOOT FOR WHITE -SILVER SHEETING NTH A DIVERGENCE ANGLE OF. 0.2E AND AN INCIDENCE ANGLE �
3
Q r. �r► �r J w
OF -4E THIS GRADE SHEETING SHALL BE 3M DES 3200 OR: -ITS EQUIVALENT THESE SIGNS INCLUDE GUIDE SIGNING
"10E ""01 D SERIES EXCEP D '3 CORPORA LIMIT SIGN" I :SERIES AND MOTORIST INFORMATION SIGNING K
o . (. ), ( )• (. SERIES). J
STOP
STOP �` THE REFLECTIVITY S�'AN�IARD OF SUPPLEMENTAL PLATES SHALL MATCH THAT OF THE PRIMARY SIGN.
W a
51% III VENT4RY I Q r
V_
to sa CITY OF FEDERAL Y,j' (253) 835-2700, SHALL BE CONTACTED WITHIN TWO WORKING DAYS. OF COMPLETION OF THE PERMANENT �
31FSTOP � IRSTALLA71 ` �ISfECT INVENTORY, AND LOG All NEW AND RELOCATED SIGNS. iii Iw-
iiS�LL""s l Z
REFER TQ 2003 MIJ !OR EQUIVALENT APPROVED SOURCE INCLUDES PAVEMENT MARKINGS AS SUPPLEMENT TO SIGNING.
Z "° ""° " ADDITIONAL QUESTtdNS f REQUESTS SHALL BE DIRECTED TO, 0 1�-
DESIGN - TIRAFFIC I N 253 835-2740 °' 4 N
STOP ( ) o C o
INSTALLAlION/REMOVALPUBLIC WORKS DEPARTMENT (253) 5.15-2700 0' M
road Line Typical Placement. Plane a
a'�cr 11111C1CCC1►I1%_ _ mcm coon nre►nnincr he:\ osc Aen-2
Designed:
STN
Drawn:
MRL
Checked:
CAD
Scale:
N/A
Date:
11-06.2013.
'Job No.:
12074.0
Sheep No.:
V of
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