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Suite 601 F (206) 522 -8344
Seattle, WA 98109 www. PAIL MD.COM
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6�QtR4 JULY 7
D -9.1 SECURITY CAME A
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BENSON ROAD SOUTH
D. E. p ..
WA
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CHECKED FOR COMPLIANCE RECOMMENDED
TO CITY STANDARDS FOR APPROVAL
00. BY 2
SSIONAL G DATE BY I
On AUGUST 5, X00.9 DATE BY NO.
DATEC./) -e 7 BY
1%. GENERAL NOTES
3. MUM - NOTICE TO CONTRACTOR
1. ALL WORK AND MATERIALS SHALL C01A'L.Y IMTIN ALL CITY /t�OEItiITY THE CONTRACTOR IS SPECF :ALLY CAU�T00 THAT TK LOCA71ON
REGULATIONS AND CODES AND O.SA& STANDARDS. AND /aR ELEVATION OF E DSTI NG UTILITIES AS 94M ON THESE
PLANS IS BASED ON RECORDS of Tip VARIOUS UTILITIES, AND
2. THE DESN6N SH MIN IS BASED UPON 1 S UNDERSTANDING OF TS TAKEN IN THE FIELD. THE
THE EXISTING CONDITIONS. TFNS T INFORMATION IS NOT T
PLAN DOES NO REPRESENT A DETALED 0 BE RELIED ON AS BEING EXACT OR
c FIELD SURVEY. THE EXISTING CONDITIONS SHOMIN ON THIS PLAN SHEET COMPLUE THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY
c ARE BASED UPON SURVEY PREPARED BY BARGHAUSEN DMEEIM COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO
c
c c ♦ DATED 10- 29-02, REVISED 03- 27 -03. THE CONTRACTOR IS REQUEST EXACT FOLD LOCATION OF UTILITIES. IT SHALL BE THE
c RESPONSIBLE FOR FOLD CONDITIONS PRIOR TO BIDDING THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING
c PROPOSED SlIT1EWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE
cc
THE CONTRACTOR SHALL NOTIFY THE OVER PRIOR TO INSTALLATION OF PROPOSED IMPROVEMENTS ON TIME PLANS.
c c ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF
ONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING 4. CONTRACTOR SHALL REFER TO
AS SHOWN ON THE PLANS, EXCEPTION H
ARCHITECTURAL PLANS FOR EXACT
� S, E SHALL
c c HAVE T HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A LOCATION AND DIMENSIONS OF
c c `REGISTERED SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. VESTIBULE, SLOPED PAVING, EXIT
BV c c r . PORCHES, SIDEWALKS, RAMPS do TRUCK
DOCKS, PRECISE BUILDING DIMENSIONS
*. •`" . p►� -�' AND cXACT BUILDING UTILITY ENTRANCE
LOCATIONS.
5. REFER TO BOUNDARY SURVEY FOR
-� - LEGAL DESCRIPTION DIMENSIONS OF
PROPERTY LINES, BASIS OF BEARINGS &
BENCHMARK INFORMATION. (SEE SHEET
CS_ 1)
C— `` _�
N
co
Y- 6. SEE SITE PLAN AND HORIZONTAL
CONTROL PLAN FOR LAYOUT
INFORMATION
192'
w
SEE UTILITY PLAN FOR UGHT CONDUIT ENTRY
AND SECURITY CAMERA CONDUIT ENTRY
MIA
u
192'
SAM'S CLUB
RL- 135R —TR
GROSS S.F. W /DOCK SHOWN: 135,373 S.F.
USE: RETAIL
CONSTRUCTION TYPE: V —N
7. SEE UTILITY PLAN FOR SITE CAMERA
CONDUIT LOCATIONS
K
GV -9' f
LIGHTING NOTES
cn 90 i. LIGHT FIXTURE LAY _
OUT BASED UPON
PHOTOMETRIC ANALYSIS PREPARED BY
MALMSTROM WHITE, DATED 12 -16 -02
\ 2. CONTRACTOR SHALL BE RESPONSIBLE
FOR ALL RELOCATIONS, INCLUDING BUT
NOT LIMITED TO, ALL UTILITIES, STORM
DRAINAGE, SIGNS, TRAFFIC SIGNALS &
POLES, ETC. AS REQUIRED. ALL WORK
co
SHALL BE IN ACCORDANCE WITH
N
GOVERNING AUTHORITIES SPECIFICATIONS
AND SHALL BE APPROVED BY SUCH. ALL
COST SHALL BE INCLUDED IN BASE BID.
82 GV ,
3• PYLON SIGNS SHALL BE CONSTRUCTED
BY OTHERS. CONTRACTOR SHALL
INSTALL CONDUIT AND ELECTRICAL
1 5' CIRCUIT BETWEEN THE PYLON SIGN(S)
JV —M AND THE LIGHTING PANEL.
4. REFER TO BUILDING PLANS FOR SITE
LIGHTING ELECTRICAL CIRCUITRY.
..: 5. LIGHT POLE BASES SHALL BE CENTERED
IN PARKING STALL STRIPING SUCH THAT
IT DOES NOT CONFLICT WITH THE
PARKING STALLS.
7. THE CONTRACTOR SHALL CONNECT
` LIGHTS TO THE SECURITY CIRCUIT AS
SHOWN ON THE ELECTRICAL PLAN.
Wj
F
\fi 1
T- 30 ?OO/
&
LIGHTING LEGEND
4 EACH 42' POLE
9 EACH 42' POLE
1 EACH 42' POLE
BV «--W 4 EACH 42' POLE
- �.-- . - - -•- 1 " =50' NoRiiONr�%-Nw ;;;�, �► SU
AMR I TY l7 SAM'S CLUB #4835 -00
D: EFER TO PROJECT RVEY
°MWN: ''� RENTON 901 SOUTH GRADY WAY
PERMIT COMMENTS RESU8IrIITTAL PACLJIND 4 18 03 JKH om
BID ADDENDUM #1 PACLMD 4 7 03 CHECKED: `n a"
OM DATUM RENTON, WA 98055
f NOT
JRG �T ow �Nc + Planning /Building /Public Works Dept.
REVISION BY DATE APPR moo: 904-E ACCOM)P OLY
S
1
SITE LIGHTING PLAN
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3 -14 -03
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SIGN LEGEND
NEW SIGN NOTE NEW BRACKETED SIGN ON
SIGNAL STANDARD / MAST ARM
REM SIGN REMOVAL NOTE
PROPOSED LOCATION
REL SIGN RELOCATION NOTE
EXISTING LOCATION
SEC. 20 TWP. 23 N., LNG. 5 E., W.M.
PLASTIC STRIPING LEGEND
(SEE SPECIAL PROVISIONS FOR PLASTIC)
h
PLASTIC ARROW (PER CITY STANDARD DRAWING H008)
A
PLASTIC ARROW (PER CITY STANDARD DRAWING H008)
�y
PLASTIC ARROW (PER CITY STANDARD DRAWING H008)
18" WIDE PLASTIC STOP LINE (PER CITY STD. DRAWING H008)
IIII II II II
PLASTIC CROSSWALK LINE (PER CITY STD. DRAWING H012)
TYPE C BLOCK TRAFRC CURB (PER CITY STD. DRAWING F003)
(�
DNIYPLASTIC
TRARIC LETTERING (MUTCD 3B -19)
— •fig _ _ ._
0 D1 -801 RELOCATE EXISTING SIGN ON_ NEW
2 ° POST , MATCH- EXISTII I POST MATERIAL AND Tm3O2OO2 SIZE (TO NORTH 512 - RIGHT, NORTH 405- LEFT).
.6,
3 R1 -1 (STOP)( R5 -1 (DO NOT ENTER)
i (-/ R3 -5R (RIGHT ONLY)
PAINTED YELLOW (STEEL POST)
EDGE LNE -4 " APPROVED
PS AN
BYE DATE
NOTES: - GftAPHIC SCALE
1. REMOVE ALL STRIPING AND PAVEMENT MARKINGS CONFLICTING WITH NEW CHANNELIZATION. � 1O 0 a so
2. ALL PAVEMENT MARKINGS SHALL BE PER CITY OF RENTON STANDARD SPECIFICATIONS. (IN Fw )
1 inch = 20 R.
SEE SHEET C -5.2 FOR CHANNELIZATION /SKIING DETAILS
3. CONTRACTOR TO PROVIDE ALL TRAFFIC CONTROL LABOR AND TEMPORARY TRAFFIC
CONTRCL DEVICES (INCLUDING SEQUENTIAL ARROW SIGN) REQUIRED TO CONSTRUCT APPROVED
IMPROVEMENTS PER CITY OF RENTON AND MUTCD REQUIREMENTS. COORDINATE WITH BY DATE[A V
WSDOT AND CITY FOR WORK HOUR LIMITATIONS.
NO. I REVISION I BY I DATE I APPR
—
�90.RGHAUSEN C.E. 1" = 20, N wPo - wD ie p", A
CITY OF SAM'S CLUB #4835 -00
DRA RENTON 901 SOUTH GRADY WAY
��
�MJP /MPJ /JRM
�,� ;— °NEB DATUM
WHIL Planning /Building /Public ,Works Dept. RENTON, WA 98055
IF NOT ONE INCN
REJ CHANNELIZATION /SIGNING PLAN
SCANNED OCT 0 8 T"ll
r w
3/14/03
CH -5.0
q
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Im fflks
- ,�CV6OF wdSy��
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1144 caaStlak -e Ave. E.
T (206) 522 -9510
is
�Pe IONAL
Suite 601
F (206) 522 -8344
Seattle, WA 98109
www.PAcLAND.COM
81PIItBS 3/18/05
rRo={i/ -tote
3. CONTRACTOR TO PROVIDE ALL TRAFFIC CONTROL LABOR AND TEMPORARY TRAFFIC
CONTRCL DEVICES (INCLUDING SEQUENTIAL ARROW SIGN) REQUIRED TO CONSTRUCT APPROVED
IMPROVEMENTS PER CITY OF RENTON AND MUTCD REQUIREMENTS. COORDINATE WITH BY DATE[A V
WSDOT AND CITY FOR WORK HOUR LIMITATIONS.
NO. I REVISION I BY I DATE I APPR
—
�90.RGHAUSEN C.E. 1" = 20, N wPo - wD ie p", A
CITY OF SAM'S CLUB #4835 -00
DRA RENTON 901 SOUTH GRADY WAY
��
�MJP /MPJ /JRM
�,� ;— °NEB DATUM
WHIL Planning /Building /Public ,Works Dept. RENTON, WA 98055
IF NOT ONE INCN
REJ CHANNELIZATION /SIGNING PLAN
SCANNED OCT 0 8 T"ll
r w
3/14/03
CH -5.0
q
EXISTING ASPHALT
PAVEMENT
- - - -_ -_ SAWCUT�
ARTERIAL STREET MINIMUM
3" CLASS "B" A.C.
4" A.T.B.
6" CRUSHED ROCK
RESIDENTIAL STREET MINIMUM
4" CLASS "B" A.C.
6" CRUSHED ROCK
7*& - W-j#610
1.0'* NEW CURB_
MIN. I & GUTTER
DATE I REVISION I BY R P DI
I
NOTES`
MUST MATCH EXISTING THICKNESS IF GREATER.
* OR 1.0' BEYOND EDGE OF DAMAGED PAVEMENT
C[IR'B & Gurm, D&TVL
ADOPTED
cli'Y QF wag MN
O
Standard plans
WT DATIS: 12/96
DWG. NAME: F14M SP PAGE: FO'
CITY CURB AND GUTTER REPLACEMENT DETAILS �
NTt
1/2-X4- EXPANSION MATERIAL
1/4 "R AT JOINTS
1 /2 "X.4" EXPANSION CEM. CONC. CURB AND GUTTER
MATERIAL
1/4 "R AT JOINTS GENERAL NOTES:
P JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED
SCORE 7AND E RADIAL 15' C/C NOR LESS THAN 10' C /C. THEY SHALL NOT BE
TO CUTER w LESS THAN 3/16" IN iHICKNESS AND SHAALL BE EXTENDED
+ W 2" BELOW THE GUTTER LINE. 1/2" THRU JOINTS SHALL BE
PLACED AT ALL COLD JOINTS AS DIRECTED BY ENGINEER
1/2 "X4 MATERIAL 3 AND SHALL EXTEND 1" BELOW CONCRETE.
1/4 R AT JOINTS SCORE LINES WHERE THE SIDEWALK IS TO BE PLACED AGAINST THE
B B CURB AND GUTTER, THE JOINT SHALL BE A COLD JOINT.
1/2-X 5" EXPANSION MATERIAL SHALL BE PLACED FROM
"W" -WIDTH OF SIDEWALK P.C.'S TO P.T.'S AT ALL CURB RETURNS. 1/2 "X4"
EXPANSION MATERIAL SHALL BE PLACED AT EVERY FOURTH
SIDEWALK PANEL. THE CONCRETE MIX FOR SIDEWALKS
SHALL CONFORM TO THE REQUIREMENTS OF CLASS B
(3/4 ") WITH AIR ENTRAINMENT.
THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL
EDGES HAVING A 2 1/2" TOOLED FINISH.
1/2 "X5" EXPANSION MATERIAL SUBGRADE COMPACTION SHALL BE 90% (MODIFIED PROCTOR)
1 /4 " /FT. SLOPE CURB RETURN ONLY
1/2 "R 1 /4 " /FT. SLOPE
1/2 "R 4" 1/2 "R PAVEMENT AS PER PLANS
4" PAVEMENT AS PER PLANS TYPlG�ti, �fii=
STANDARD CEM. CONC. PARKWAY STANDARD CEM. CONC. ADOPTED
CURB AND GUTTER CURB AND GUTTER crrx or sznw
♦ � t
SECTION A -A SECTION B -B
DATE I REVISION gY pR DWG. NAME: FR-02 SP PAGE: M07
CITY SIDEWALK DETAIL n2)
NTS
6' CLASS 4000 BRICK RED
10/10. 6X6 WWM PIGMENTED CEMENT CONCRETE
PATTERN: COBBLESTONE
CEMENT CONCRETE SLOPE TO DRAIN
BARRIER CURB (TYP.) PER 3 EXP. JOINT
WSDOT STD. PLAN F -1. W/ SEALANT -All
FINISHED GRADE FINISHED GRADE
6" GRAVEL BASE
TRAFFIC ISLAND DETAIL 3
NTS
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NOTE:
CLASS V CONCRETE 10 BE USED
IN CONSINXI N OF PAD
INDIVIDUAL JUNCTION BOX
CITY CONCRETE PAD DETAILS
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T (206) 522 -9510
ON l
Suite 601
F (206) 522 -8344
Seattle, WA 98109
www.PACLAND.COM
W= 3/18/06
6' CLASS 4000 BRICK RED
10/10. 6X6 WWM PIGMENTED CEMENT CONCRETE
PATTERN: COBBLESTONE
CEMENT CONCRETE SLOPE TO DRAIN
BARRIER CURB (TYP.) PER 3 EXP. JOINT
WSDOT STD. PLAN F -1. W/ SEALANT -All
FINISHED GRADE FINISHED GRADE
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TRAFFIC ISLAND DETAIL 3
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IN CONSINXI N OF PAD
INDIVIDUAL JUNCTION BOX
CITY CONCRETE PAD DETAILS
d
APPROVED
B DATE654YAL
NTS
o� ewRCkAUSEN C.E. N.T.S. HOB ,AM CITY OF SAM'S CLUB #4835 -00 3/14/03
_L K R E N TO N 901 SOUTH GRADY WAY P
cHMKmMJP /MPJ /JRIA DATUM RENTON, WA 98055 vV °""""" .
UPDATED PER CITY OF RENTON COMMENTS MJP 1 6 WHIL Planning /Building /Public works Dept.
,F�,�I� CR -2.2
N0. REVISION BY DATE APPR r ''C0 WLY ROADWAY DETAILS SICLI: a:
SCANNED OCT 0 8 6c�t
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cHMKmMJP /MPJ /JRIA DATUM RENTON, WA 98055 vV °""""" .
UPDATED PER CITY OF RENTON COMMENTS MJP 1 6 WHIL Planning /Building /Public works Dept.
,F�,�I� CR -2.2
N0. REVISION BY DATE APPR r ''C0 WLY ROADWAY DETAILS SICLI: a:
SCANNED OCT 0 8 6c�t
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FR 1
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SUPPLEMENTAL SPLICE
IF REQUIRED IN PLANS
I SEE SPLICE DETAILS
AND NOTES ao- D
• JUNCTION
BOX
s•
D
f.
TFOR CONDUIT SIZE TO LOOP STUBOUT, -
TO AMPLIFIER, SEE LOOP STUBOUT
SEE PLANS CONDUIT PLACEMENT
DETAIL.
TYPICAL CONDUIT PLACEMENT FOR LOOP
LEAD -IN WIRES
LOOP LEAD PAIRS
1 -2
3
4 -5
6 -8
y -12
CONDUIT SIZE (MIN.)
1
1 1/4
1 1/2
2
2 1/2
TABLE A
VINYL ELECTRIC TAPE
L- CONDUIT
DRILL HOLE 1"
LARGER THAN CONDUIT
ZFILL WITH EPDXY
LEAD -IN SAWCUTS AND STUBOUT DETAIL
DETAIL A
SCOTCHCAST EPDXY 82A OR 82A -1 SPLICE KIT
— TWO LAYERS OF VINYL ELECTRIC TAPE
PLASTIC
MOLD / 1�
CABLE JACKET
S
F
SOLDERED
COMPRESSION CONNECTION
1" 1"
DRAIN WIRE
DETECTOR LEAD —IN CABLE (FOLD BACK AND TAPE)
2C(S), SEE STD. SPEC.
9-29.3(7) * GROUND DRAIN WIRE
AT AMPLIFIER ONLY
SPLICE DETAIL
NOTE: SPLICE KITS SHALL BE CENTERED ON CONDUCTORS AND SUFFICIENT SLACK SHALL BE PROVIDED THAT
THE SPLICE CAN BE RAISED A MINIMUM OF 18" ABOVE GROUND LINE.
VARIES — SEE LOOP STUBOUT CONDUIT PLACEMENT DETAILS
SEAL CONDUIT WITH DUCT SEAL
1144 Eastlake Ave. E.
LEAD —IN SAWCUTS
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LARGER THAN CONDUIT
ZFILL WITH EPDXY
LEAD -IN SAWCUTS AND STUBOUT DETAIL
DETAIL A
SCOTCHCAST EPDXY 82A OR 82A -1 SPLICE KIT
— TWO LAYERS OF VINYL ELECTRIC TAPE
PLASTIC
MOLD / 1�
CABLE JACKET
S
F
SOLDERED
COMPRESSION CONNECTION
1" 1"
DRAIN WIRE
DETECTOR LEAD —IN CABLE (FOLD BACK AND TAPE)
2C(S), SEE STD. SPEC.
9-29.3(7) * GROUND DRAIN WIRE
AT AMPLIFIER ONLY
SPLICE DETAIL
NOTE: SPLICE KITS SHALL BE CENTERED ON CONDUCTORS AND SUFFICIENT SLACK SHALL BE PROVIDED THAT
THE SPLICE CAN BE RAISED A MINIMUM OF 18" ABOVE GROUND LINE.
E.
■ASBj
JOKAL
0o RecrsRet<�° �
SXPI!!� 3/18/05
NO
SEAL BOTH ENDS
WITH ELECTRICAL
PUTTY AND TAPE
REVISION
LOOP WIRE, SEE
STD. SPEC. 9- 29.3(8)
RNSITION FROM LOOP
-IN SAWCUT TO
SVERSE SAWCUT SHALL
1144 Eastlake Ave. E.
T (206) 522 -9510
Suite 601
F (206) 522 -8344
-4t/- jj?a j0 SEatde, WA 98109
www.PAcLAND.COM
E.
■ASBj
JOKAL
0o RecrsRet<�° �
SXPI!!� 3/18/05
NO
SEAL BOTH ENDS
WITH ELECTRICAL
PUTTY AND TAPE
REVISION
LOOP WIRE, SEE
STD. SPEC. 9- 29.3(8)
RNSITION FROM LOOP
-IN SAWCUT TO
SVERSE SAWCUT SHALL
N LANE EDGE (TYP.)
LBE
EDGE OF
PAVED
SHOULDER
010 I
' 0 FOR CONDUIT
LANE EDGE v STUBOUT LOCATION
SEE LOOP STUBOUT
CONDUIT PLACEMENT
DETAILS
INSTALL THREE 1" SPARE '
STUBOUTS AS SHOWN. MARK ABOVE EACH
SPARE STUBOUT WITH PK NAIL
TYPE R3 SAWCUT LAYOUT DETAIL (TYP.)
(FOR 3 TYPE R3 LOOPS)
ALL DIMENSIONS ARE IN INCHES
UNLESS OTHERWISE NOTED.
TRANSITION FROM LOOP
LEAD -IN SAWCUT TO
TRANSVERSE SAWCUT SHALL
BE ON LANE EDGE (TYP.)
EDGE OF
PAVED
SHOULDER
U( l U U FOR CONDUIT
I SiUBMT LOCA71ON
LANE EDGE / SEE LOOP STUBOUT
CONDUIT PLACEMENT
1 DETAILS
INSTALL THREE 0 SPARE
STUBOUTS AS SHOWN. MARK ABOVE EACH
SPARE STUBOUT WITH PK NAIL
TYPE R3 SAWCUT LAYOUT DETAIL (TYP.)
(FOR 4 TYPE R3 LOOPS)
T
CEMENT CONCRETE CURBS
OR GUTTER- SEE STANDARD
PLAN F -1
g" STUBOUT SHALL EXTEND A
�- STUBOUT SHALL EXTEND A MINIMUM 3/4 INTO PAVEMENT.
TO MINIMUM 3/4 " INTO PAVEMENT. 15° PAVEMENT DEPTH VARIES.
JUNCTION PAVEMENT DEPTH VARIES.
BOX 24"
TO
JUNCTION 24" s SCHED 40 PVC SECURED
* SCHED- 40 PVC SECURED BOX
IN ROAD SURFACE (TYP.) - IN ROAD SURFACE (TYP.)
EDGE OF PAVED
SHOULDER 15°
`- STUBOUT SHALL EXTEND A 15" STUBOUT SHALL EXTEND A
t@JIi1 M I/A " KTn PALFUPIJT
MINIMUM 3/4 " INTO PAVEMENT. PAVEMENT DEPTHrtVARIES.
TO
JUNCTION 24° PAVEMENT DEPTH VARIES.
BOX TO
JUNCTION 24" *SCHED 40 PVC SECURED
* SCHED 40 PVC SECURED BOX_
IN ROAD SURFACE (TYP.) IN ROAD SURFACE (TV.)
SEE DETAIL A
APPROVED
._.LOOP STUBOUT
` �
CONDUIT PLACEMENT DETAILS
s 9ARGHAUSEN C.E. v�ncw ww ,aee
N.T.S. H°°Z°M� �° �'/ &M Cl TY OF
WIiL "'�
o RENTON
IAJP /MPJ /JRM I � � DATUM
CHECKEU.L i „r i Planning /Building /Public Works Dept.
IF HOf ONE INCH
BY DATE APPR ''C°0flD1N1 y
REJ
I
i 6
C PPROVED DATE /�y /�
SAM'S CLUB #4835 -00 3/14/03
FIE,naoaK:
901 SOUTH GRADY WAY o�E
RENTON, WA 98055
TS -6
ROUND LOOP DETAILS II °
SCANNED OCT 0 8
,
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LX X X LOOP NUMBER
TYPE R3 INDUCTION LOOP
TO ADDITIONAL
LOOPS WHERE
TYPE R1 INDUCTION LOOP
LOOP WINDING DETAILS
JUNCTION BOX
E.
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AS d�
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92784
p
UST
NO
LOOP INSTALLATION NOTES
1. INSTALL JUNCTION BOX AND LEAD -IN CONDUIT.
2. SAWCUT LOOP SLOTS AND LEAD -IN SLOTS.
3. LAY OUT LOOP WIRE STARTING AT JUNCTION BOX, ALLOWING
5' MINIMUM SLACK.
4. INSTALL WIRE IN LOOP SLOT AS SHOWN.
5. FINISH LAYING OUT WIRE AT JUNCTION BOX AND IDENTIFY LEADS
WIT,H LOOP NUMBER AND "S" FOR START AND "F" FOR FINISH.
6. TWIST EACH PAIR OF LEAD WIRES TWO TIMES PER FOOT FROM
! G; ;P TO JUNCTION BOX. REVERSE DIRECTION OF TWIST FOR EACH
SUCCESSIVE PAIR INSTALLED.
7. CONSTRUCT SUPPLEMENTAL SPLICE CONTAINING ANY - SERIES `OR
PARALLEL LOOP CONNECTIONS REQUIRED IN PLANS. SUPPLEMENTAL
SPLICES ARE SUBJECT TO THE SAME REQUIREMENTS SHOWN FOR
THE LOOP LEAD AND SHIELDED CABLE SPLICE.
8. SPLICE LOOP LEADS OR SUPPLEMENTAL SPLICE :TADS 'TO SHIELDED
CABLE AS NOTED IN THE PLANS.'
9. COMPLETE INSTALLATION AND TEST LOOP CIRCUnS'OR COMBINATION
LOOP CIRCUITS. SEE STANDARD SPECIFICATION 8- 20.3(14)D.
10. FRONT OF LOOP SHALL BE MEASURED FROM BACK OF STOP BAR, OR
BACK OF CROSSWALK WHERE NO STOP BAR IS-INSTALLED.
11. CONDUIT FOR LOOP STUBOUT SHALL BE SCHEDULE 40 PVC.
12. LABEL ALL LOOP LEAD IN WIRES WITH BOTH LOOP NUMBER
AND LOOP SERIES NUMBER ON T7VE R3 LOOPS AS SHOWN BELOW.
LOOP LEAD IN WIRE LABEL:
LnXX —XX
LOOP NUMBER LOOP SERIES NUMBER
DASH S OR F
TO CONTROLLER
tOSEALANT TO ENCAPSULATE CONDUCTORS —
SEE SPECIAL PROVISIONS.
2� LOOP WIRE — #14 AWG.
O LEAD —IN WIRES: (SEE INSTALLATION
NOTES) THREE PAIR MAXIMUM PER
SAWCUT.
O EXTEND SAWCUT SUFFICIENT LENGTH TO
PROVIDE FULL SAWCUT DEPTH AROUND
CORNERS.
O WEARING COURSE (LOOPS SHALL BE
INSTALLED PRIOR TO FINAL LIFT IF
NEW PAVEMENT IS INSTALLED) WHERE
APPLICABLE.
O FILL WITH SEALANT.
REVISION
z
N
0.25" MINIMUM
WIDTH SAWCUT
SECTION A —A
CENTER OF
LANE
STOP BAR
12"
7T A. .A
14'
(rn'•)
TO ADDITIONAL
LOOPS WHERE
APPLICABLE
z
= X
� Q
N M
0.50" MINIMUM
WIDTH SAWCUT
SECTION 3 -13
SEE NOTE 6
T_
g
(Tm.)
C -dK-
TO ADDIRON AL
LOOPS WHt?tE
APPLICABLE
A\ A
ROUND LOOP
SEE LOOP SAWCUT SAWCUT
DETAIL (TYP.)
EDGE OF PAVED
SHOULDER C
FOR CONDUIT STUBOUT
LOCATION SEE LOOP STUB
OUT CONDUIT PLACEMENT
DETAILS
JUNCTION BOX
D
D 1*
SPLICES
B
B C p
C_ I D
B
SPLICES, SEE LOOP
WINDING DETAIL
L FOR CONDUIT STUBOUT
IF LOCATION SEE LOOP STUB
A OUT CONDUIT PLACEMENT
DETAILS
TYPE R3
INDUCTION LOOP T-302 OOD
sua� EuBARGHAUSEN C.E. sc Exnc._ ".w ,see
N.T.S. NORRON N NND ,seai,�,
DESICNm:
WHL
Dw�wN:
MJP /MPJ /JRM
'_ DATUM
WHL I �r FULL i
IF NOT ONE E IK INCH
BY DATE APPR opna� S ""IXiDWN Y
REJ
LEAD -IN TO ROUND
LOO' SAWCUT
45`
1°
LU(JP SAWCUT
DETAIL
TO ADDITIONAL
LOOPS WHERE
APPLICABLE
CENTER OF
LANE C
B
B
1
6'
A A
TYPE R1
INDUCTION LOOP
FULL DEPTH SAWCUT
MATCH EXISTING MATERIAL
3° CRUSHED
SURFACING TOP COURSE
(WHERE SAWCUTTING IS
REQUIRED)
U') N SAND
N r7
CONDUIT
W I W = CONDUIT DIAMETER
Imo— PLUS 2"
0.50" MINIMUM APPLICABLE IN IMPROVED AREAS
WIDTH SAWCUT WHERE SAWCUTTING IS NECESSARY
BETWEEN CONDUIT STUBOUT AND
SEC -90N C —C ASSOCIATED JUNCTION BOX.
SEE NOTE 6 SECTION D —D
APPROVED APPROVED
BVA'A�_ DATE > BY DATE/ &2
AM CITY OF SAM'S CLUB #4835 -00
^ ^ REN TON 901 SOUTH GRADY WAY
�.
Planning /Buildino /Public Works Dept. RENTON, WA 98055
ROUND LOOP DETAILS
SCANNED OCT 0 8 Z
FR 1 6 -
N
3/14/03
FE,D"DdL
P14E
TS -7
q
1144 Eastlake Ave. E.
T (206) 522 -9510
Suite 601
F (206) 522 -8344
Seattle, WA 98109
www.PAcLAND.coN
yaso
JUNCTION BOX
E.
�¢ OF
AS d�
` � 5
92784
p
UST
NO
LOOP INSTALLATION NOTES
1. INSTALL JUNCTION BOX AND LEAD -IN CONDUIT.
2. SAWCUT LOOP SLOTS AND LEAD -IN SLOTS.
3. LAY OUT LOOP WIRE STARTING AT JUNCTION BOX, ALLOWING
5' MINIMUM SLACK.
4. INSTALL WIRE IN LOOP SLOT AS SHOWN.
5. FINISH LAYING OUT WIRE AT JUNCTION BOX AND IDENTIFY LEADS
WIT,H LOOP NUMBER AND "S" FOR START AND "F" FOR FINISH.
6. TWIST EACH PAIR OF LEAD WIRES TWO TIMES PER FOOT FROM
! G; ;P TO JUNCTION BOX. REVERSE DIRECTION OF TWIST FOR EACH
SUCCESSIVE PAIR INSTALLED.
7. CONSTRUCT SUPPLEMENTAL SPLICE CONTAINING ANY - SERIES `OR
PARALLEL LOOP CONNECTIONS REQUIRED IN PLANS. SUPPLEMENTAL
SPLICES ARE SUBJECT TO THE SAME REQUIREMENTS SHOWN FOR
THE LOOP LEAD AND SHIELDED CABLE SPLICE.
8. SPLICE LOOP LEADS OR SUPPLEMENTAL SPLICE :TADS 'TO SHIELDED
CABLE AS NOTED IN THE PLANS.'
9. COMPLETE INSTALLATION AND TEST LOOP CIRCUnS'OR COMBINATION
LOOP CIRCUITS. SEE STANDARD SPECIFICATION 8- 20.3(14)D.
10. FRONT OF LOOP SHALL BE MEASURED FROM BACK OF STOP BAR, OR
BACK OF CROSSWALK WHERE NO STOP BAR IS-INSTALLED.
11. CONDUIT FOR LOOP STUBOUT SHALL BE SCHEDULE 40 PVC.
12. LABEL ALL LOOP LEAD IN WIRES WITH BOTH LOOP NUMBER
AND LOOP SERIES NUMBER ON T7VE R3 LOOPS AS SHOWN BELOW.
LOOP LEAD IN WIRE LABEL:
LnXX —XX
LOOP NUMBER LOOP SERIES NUMBER
DASH S OR F
TO CONTROLLER
tOSEALANT TO ENCAPSULATE CONDUCTORS —
SEE SPECIAL PROVISIONS.
2� LOOP WIRE — #14 AWG.
O LEAD —IN WIRES: (SEE INSTALLATION
NOTES) THREE PAIR MAXIMUM PER
SAWCUT.
O EXTEND SAWCUT SUFFICIENT LENGTH TO
PROVIDE FULL SAWCUT DEPTH AROUND
CORNERS.
O WEARING COURSE (LOOPS SHALL BE
INSTALLED PRIOR TO FINAL LIFT IF
NEW PAVEMENT IS INSTALLED) WHERE
APPLICABLE.
O FILL WITH SEALANT.
REVISION
z
N
0.25" MINIMUM
WIDTH SAWCUT
SECTION A —A
CENTER OF
LANE
STOP BAR
12"
7T A. .A
14'
(rn'•)
TO ADDITIONAL
LOOPS WHERE
APPLICABLE
z
= X
� Q
N M
0.50" MINIMUM
WIDTH SAWCUT
SECTION 3 -13
SEE NOTE 6
T_
g
(Tm.)
C -dK-
TO ADDIRON AL
LOOPS WHt?tE
APPLICABLE
A\ A
ROUND LOOP
SEE LOOP SAWCUT SAWCUT
DETAIL (TYP.)
EDGE OF PAVED
SHOULDER C
FOR CONDUIT STUBOUT
LOCATION SEE LOOP STUB
OUT CONDUIT PLACEMENT
DETAILS
JUNCTION BOX
D
D 1*
SPLICES
B
B C p
C_ I D
B
SPLICES, SEE LOOP
WINDING DETAIL
L FOR CONDUIT STUBOUT
IF LOCATION SEE LOOP STUB
A OUT CONDUIT PLACEMENT
DETAILS
TYPE R3
INDUCTION LOOP T-302 OOD
sua� EuBARGHAUSEN C.E. sc Exnc._ ".w ,see
N.T.S. NORRON N NND ,seai,�,
DESICNm:
WHL
Dw�wN:
MJP /MPJ /JRM
'_ DATUM
WHL I �r FULL i
IF NOT ONE E IK INCH
BY DATE APPR opna� S ""IXiDWN Y
REJ
LEAD -IN TO ROUND
LOO' SAWCUT
45`
1°
LU(JP SAWCUT
DETAIL
TO ADDITIONAL
LOOPS WHERE
APPLICABLE
CENTER OF
LANE C
B
B
1
6'
A A
TYPE R1
INDUCTION LOOP
FULL DEPTH SAWCUT
MATCH EXISTING MATERIAL
3° CRUSHED
SURFACING TOP COURSE
(WHERE SAWCUTTING IS
REQUIRED)
U') N SAND
N r7
CONDUIT
W I W = CONDUIT DIAMETER
Imo— PLUS 2"
0.50" MINIMUM APPLICABLE IN IMPROVED AREAS
WIDTH SAWCUT WHERE SAWCUTTING IS NECESSARY
BETWEEN CONDUIT STUBOUT AND
SEC -90N C —C ASSOCIATED JUNCTION BOX.
SEE NOTE 6 SECTION D —D
APPROVED APPROVED
BVA'A�_ DATE > BY DATE/ &2
AM CITY OF SAM'S CLUB #4835 -00
^ ^ REN TON 901 SOUTH GRADY WAY
�.
Planning /Buildino /Public Works Dept. RENTON, WA 98055
ROUND LOOP DETAILS
SCANNED OCT 0 8 Z
FR 1 6 -
N
3/14/03
FE,D"DdL
P14E
TS -7
q
3
U
i;
I;
Z
3
v
h
E
i
O+
C.
N
3
N
PLASTIC STRIPING LEGEND
(SEE SPECIAL PROVISIONS FOR PLASTIC)
`l PLASTIC ARROW (PER CITY STANDARD DRAWING H008)
PLASTIC ARROW (PER CITY STANDARD DRAWING H008)
PLASTIC ARROW (PER CITY STANDARD DRAWING H008)
18' WIDE PLASTIC STOP LINE (PER CITY STD. DRAWING H008)
PLASTIC CROSSWALK LINE (PER CITY STD. DRAWING H012)
TYPE C BLOCK TRAFFIC CURB (PER CITY STD. DRAWING F003)
4�LY PLASTIC TRAFFIC LETTERING (MUTCD 39 -19)
D o o YELLOW TYPE I LINE MARKER (PER CITY STD. DRAWING H001)
PAINTED WHITE 3
EDGE LINE
T42.79 I�
zlm
16'
PAINTED YELIpOW
EDGE LINE -4
R/W
REMOVE EX.�
STA. 47 +53.93 STRIPING
48 +00 5 R-
SEC. 20 TWP. 23 N., RNG. 5 E., W.M.
1 �
ARROWS TO MATCH SIGN
R3 -8B (SHEET CH -5.2)
/ Ayx
R3 -8B 33
(MOUNT SIGN ON NEW 4'X4' WOOD POST) XTEND EX. R.P.M. LANE
LINE TO NEW WIDE LINE
/
/
/ STA. 3+07, 21' /TAPER
9 END R.P.M. EDGE
CO
MATCH EXISTING
RELOCATE EX. R5 -1 32
(DO NOT ENTER) q\
OW TO MATCH SIGN
�\ vv / / •R3-$B (SHEET CH -5.2)
STA. 2 +1� ?2.0' RT.
QQ`�P BEGIN R.P.M. EDGE LINE
ASJq �x TAPER
GRAP:11C SCALE
R.P.M. EDGE LINE w 0 10 20 40 w
Z �L
13p, 9j (25 SPACING ® 'FO)
R3 -8B IN FM
(MOUNT SIGN ON NEW 4'X4- WOOD POST) 3 �� / e 9T i Inch -- 20 1 &
REMOVE EX. R1 -1 (STOP) R -28
l
o
REMOVE EX. R3 -5R
(RIGHT ONLY) "s, A" 1 ��LF� X,r >_ FFI /�y m
UJ W J
J z m R6 -1R (ONE -WAY) 31 / r .p
m� JAW / '�i % '% U
o w m Co a INSTALL ON EXISTING POST �� REMOVE EX. / . > - . Uj
STOP BAR s" lA. 1 +19' 2' Rl.
W
RELOCATE EX. R5 -1 r ,. T WIDEIINE F `°
CL -4- a (SEE STA. 1 +38) 32 , o :fV O 114E "� END WIDELINE + o
a _j ¢ m Z v / r 4: �� ��� / ROTATE EX. R5 -1 SIGN & POST PARALLEL TO S. LO
r W w S. GRADY WAY STA. 50 +00 =
m U GRADY WAY (SR 515) CENTERLINE. ¢ o
WILLIAMS AVE S. STA. 0+00 o END =STOP LINE R/W iw
7 77
ii XIST
o
z ENG R5 -1 R6-1L &
R6 =1R TO REMAIN
R9 -3A (NO PEDESTRIANS) 23 �1°�� 3 -5R 27 EXTEND EXISTING R.P.M. LANE EX. LANE LINE (TYP.)
R9 -38R- (USE CROSSWALK) - -24 ��� o (RIGHT ONLY) LINE TO NEW STOP BAR
_ -..
D3 -301 (WILLIAMS AVE. S.) 38 D3 -301 25 4' REMOVE EXISTING STRIPING CONFLICTING
R3 5L 26 90' R.P.M. APPROACH LINE f WITH NEW CHANNELIZATION
4 _ _ Sp' TA FT -0NLY (S. GRADY WAY)
- I \ R3 -1 NO RIGHT TURN) 22 5 + ( ) 1 +00
4 I. N46'23' m 52±00 53+00 YELLOW
CROSS HATCH SEE CITY S. GRADY WAY STA. 50 +30.71 = RPM'S ® 3' o 0 0 ° 0 0
STD. PLAN H008 (TYP.) SITE ACCESS STA. 0 +00 O.C. o o , y STA. 51 +04, 6' LT.
o o S GRADY WAY (SR 51�)
D R3 -2 37 END- R.P.M.- DOUBLE - YELLOW
REMOVE EX. �� o
S1T21PING NO LEFT TURN) CEir��rt�ivE
S D3 -301 (WILLIAMS AT. S.�� 39 BEGIN YELLOW TYPE C CURB En
- --_ sr
us �R I I '_
I
� U
U
� W
V7
11 R1 -1 (STOP) LE,
1 R3 -5R (RIGHT ONLY)
J
(STEEL POST) 4
y
�z
� W
MATCH TO SITE PLANS
NOTES:
1. REMOVE ALL STRIPING AND PAVEMENT MARKINGS CONFLICTING WITH NEW CHANNELIZATION.
2, ALL PAVEMENT MARKINGS SHALL BE PER CITY OF RENTON STANDARD SPECIFICATIONS.
3. CONTRACTOR TO PROVIDE ALL TRAFFIC CONTROL LABOR AND TEMPORARY TRAFFIC
CONTROL DEVICES (INCLUDING SEQUENTIAL ARROW SIGN) REQUIRED TO CONSTRUC I
IMPROVEMENTS PER CITY OF RENTON AND MUTCD REQUIREMENTS. COORDINATE WITH
WSDOT AND CITY FOR WORK HOUR LIMITATIONS.
rv1��5V�OF WpSyNC f�
� 5 0
Ilk
AM
i
32984 4
REGISTER
1144 Eastlake Ave. E. T (206) 522 -9510 SSIONAL
Suite 601 F (206) 522 -8344
Seattle, WA 98109 WWW.PAcLAND.COM �n¢IE 3/18/05 NO.
o -W ;00oio
9 i
J �
I O J'� Uj
L CD
-
Q
r
0
�
N W
U, w U
R9 -3A (NO PEDESTRIANS) 20
R9 -3BL (USE CROSSWALK) 21
D3 -301 (S. GRADY WAY) 18
�z I
Z; IN
c
11 � III o
o, R/W T - -R /W - - - AL - - - -
STA o �� \
p +42 J o �'
N
Sri TOP UNf CO W w 14 MOUNT UNDER STOP SIGN ON
gf/N � -425 Z5L Rr Z_ C, ? Z o EXISTING POST
STA. 1n
f Cl
r w¢oCDJ
p�-Sp s C, W H N W W
Bf /G /NRp (T oZ3NN
i r e G p �
w C` f C7
STOP /Tj�[r� UNfK ccn U') m
ST_
36 R3 -8 (MOD.)(RIGHT 0NLY /LEFT ONLY)
SEE SHEET CH -52 FOR CHANNELIZATION /SIGNING DETAILS
12' ICI 12' 1 12' 35 R3 -8 (MOD.)(RIGHT ONLY /LEFT ONLY)
MATCH TO SITE PLANS
SU�D: SCALE:
BARGHAUSEN C.E. vERnru NAw t9ae
N.T.S. HORIZOMAL NAO 1983/1991
DESIGNED: I J
WHL
DRAWN:
MJP /MPJ /JRM ^I DATUM ■ ■jj
CHECKED: AT F E
WHL IF NOT T ONE INCH
REVISION BY DATE APPR APP D. SCaE ACCORDINCIs
REJ
L 1
1
.44
34
F EE C,�RD DRAW
44%- CITY OF SAM'S CLUB #4835 -00
!u RENTON 901 SOUTH GRADY WAY
v
Planning /Building /Public Works Dept. RENTON, WA 98055
CHANNELIZATION SIGNING PLAN
SCANNED OCT 0 8 iOOJA /I j. T 'c_' c o
wTE:
3/14/03
FIEIDBDOfL
J PACs
QRwWmG No
CH 5.1
11PR 1 '6� 2
SIGN LEGEND
NEW SIGN NOTE
NEW BRACKETED SIGN ON
SIGNAL STANDARD / MAST ARM
REM SIGN REMOVAL NOTE
EXISTING SIGN _ POST
— PROPOSED LOCATION
NEW / RELOCATED SIGN ON POST
I REL SIGN RELOCATION NOTE
- - - EXISTING LOCATION
DUAL SIGN ON POST
PLASTIC STRIPING LEGEND
(SEE SPECIAL PROVISIONS FOR PLASTIC)
`l PLASTIC ARROW (PER CITY STANDARD DRAWING H008)
PLASTIC ARROW (PER CITY STANDARD DRAWING H008)
PLASTIC ARROW (PER CITY STANDARD DRAWING H008)
18' WIDE PLASTIC STOP LINE (PER CITY STD. DRAWING H008)
PLASTIC CROSSWALK LINE (PER CITY STD. DRAWING H012)
TYPE C BLOCK TRAFFIC CURB (PER CITY STD. DRAWING F003)
4�LY PLASTIC TRAFFIC LETTERING (MUTCD 39 -19)
D o o YELLOW TYPE I LINE MARKER (PER CITY STD. DRAWING H001)
PAINTED WHITE 3
EDGE LINE
T42.79 I�
zlm
16'
PAINTED YELIpOW
EDGE LINE -4
R/W
REMOVE EX.�
STA. 47 +53.93 STRIPING
48 +00 5 R-
SEC. 20 TWP. 23 N., RNG. 5 E., W.M.
1 �
ARROWS TO MATCH SIGN
R3 -8B (SHEET CH -5.2)
/ Ayx
R3 -8B 33
(MOUNT SIGN ON NEW 4'X4' WOOD POST) XTEND EX. R.P.M. LANE
LINE TO NEW WIDE LINE
/
/
/ STA. 3+07, 21' /TAPER
9 END R.P.M. EDGE
CO
MATCH EXISTING
RELOCATE EX. R5 -1 32
(DO NOT ENTER) q\
OW TO MATCH SIGN
�\ vv / / •R3-$B (SHEET CH -5.2)
STA. 2 +1� ?2.0' RT.
QQ`�P BEGIN R.P.M. EDGE LINE
ASJq �x TAPER
GRAP:11C SCALE
R.P.M. EDGE LINE w 0 10 20 40 w
Z �L
13p, 9j (25 SPACING ® 'FO)
R3 -8B IN FM
(MOUNT SIGN ON NEW 4'X4- WOOD POST) 3 �� / e 9T i Inch -- 20 1 &
REMOVE EX. R1 -1 (STOP) R -28
l
o
REMOVE EX. R3 -5R
(RIGHT ONLY) "s, A" 1 ��LF� X,r >_ FFI /�y m
UJ W J
J z m R6 -1R (ONE -WAY) 31 / r .p
m� JAW / '�i % '% U
o w m Co a INSTALL ON EXISTING POST �� REMOVE EX. / . > - . Uj
STOP BAR s" lA. 1 +19' 2' Rl.
W
RELOCATE EX. R5 -1 r ,. T WIDEIINE F `°
CL -4- a (SEE STA. 1 +38) 32 , o :fV O 114E "� END WIDELINE + o
a _j ¢ m Z v / r 4: �� ��� / ROTATE EX. R5 -1 SIGN & POST PARALLEL TO S. LO
r W w S. GRADY WAY STA. 50 +00 =
m U GRADY WAY (SR 515) CENTERLINE. ¢ o
WILLIAMS AVE S. STA. 0+00 o END =STOP LINE R/W iw
7 77
ii XIST
o
z ENG R5 -1 R6-1L &
R6 =1R TO REMAIN
R9 -3A (NO PEDESTRIANS) 23 �1°�� 3 -5R 27 EXTEND EXISTING R.P.M. LANE EX. LANE LINE (TYP.)
R9 -38R- (USE CROSSWALK) - -24 ��� o (RIGHT ONLY) LINE TO NEW STOP BAR
_ -..
D3 -301 (WILLIAMS AVE. S.) 38 D3 -301 25 4' REMOVE EXISTING STRIPING CONFLICTING
R3 5L 26 90' R.P.M. APPROACH LINE f WITH NEW CHANNELIZATION
4 _ _ Sp' TA FT -0NLY (S. GRADY WAY)
- I \ R3 -1 NO RIGHT TURN) 22 5 + ( ) 1 +00
4 I. N46'23' m 52±00 53+00 YELLOW
CROSS HATCH SEE CITY S. GRADY WAY STA. 50 +30.71 = RPM'S ® 3' o 0 0 ° 0 0
STD. PLAN H008 (TYP.) SITE ACCESS STA. 0 +00 O.C. o o , y STA. 51 +04, 6' LT.
o o S GRADY WAY (SR 51�)
D R3 -2 37 END- R.P.M.- DOUBLE - YELLOW
REMOVE EX. �� o
S1T21PING NO LEFT TURN) CEir��rt�ivE
S D3 -301 (WILLIAMS AT. S.�� 39 BEGIN YELLOW TYPE C CURB En
- --_ sr
us �R I I '_
I
� U
U
� W
V7
11 R1 -1 (STOP) LE,
1 R3 -5R (RIGHT ONLY)
J
(STEEL POST) 4
y
�z
� W
MATCH TO SITE PLANS
NOTES:
1. REMOVE ALL STRIPING AND PAVEMENT MARKINGS CONFLICTING WITH NEW CHANNELIZATION.
2, ALL PAVEMENT MARKINGS SHALL BE PER CITY OF RENTON STANDARD SPECIFICATIONS.
3. CONTRACTOR TO PROVIDE ALL TRAFFIC CONTROL LABOR AND TEMPORARY TRAFFIC
CONTROL DEVICES (INCLUDING SEQUENTIAL ARROW SIGN) REQUIRED TO CONSTRUC I
IMPROVEMENTS PER CITY OF RENTON AND MUTCD REQUIREMENTS. COORDINATE WITH
WSDOT AND CITY FOR WORK HOUR LIMITATIONS.
rv1��5V�OF WpSyNC f�
� 5 0
Ilk
AM
i
32984 4
REGISTER
1144 Eastlake Ave. E. T (206) 522 -9510 SSIONAL
Suite 601 F (206) 522 -8344
Seattle, WA 98109 WWW.PAcLAND.COM �n¢IE 3/18/05 NO.
o -W ;00oio
9 i
J �
I O J'� Uj
L CD
-
Q
r
0
�
N W
U, w U
R9 -3A (NO PEDESTRIANS) 20
R9 -3BL (USE CROSSWALK) 21
D3 -301 (S. GRADY WAY) 18
�z I
Z; IN
c
11 � III o
o, R/W T - -R /W - - - AL - - - -
STA o �� \
p +42 J o �'
N
Sri TOP UNf CO W w 14 MOUNT UNDER STOP SIGN ON
gf/N � -425 Z5L Rr Z_ C, ? Z o EXISTING POST
STA. 1n
f Cl
r w¢oCDJ
p�-Sp s C, W H N W W
Bf /G /NRp (T oZ3NN
i r e G p �
w C` f C7
STOP /Tj�[r� UNfK ccn U') m
ST_
36 R3 -8 (MOD.)(RIGHT 0NLY /LEFT ONLY)
SEE SHEET CH -52 FOR CHANNELIZATION /SIGNING DETAILS
12' ICI 12' 1 12' 35 R3 -8 (MOD.)(RIGHT ONLY /LEFT ONLY)
MATCH TO SITE PLANS
SU�D: SCALE:
BARGHAUSEN C.E. vERnru NAw t9ae
N.T.S. HORIZOMAL NAO 1983/1991
DESIGNED: I J
WHL
DRAWN:
MJP /MPJ /JRM ^I DATUM ■ ■jj
CHECKED: AT F E
WHL IF NOT T ONE INCH
REVISION BY DATE APPR APP D. SCaE ACCORDINCIs
REJ
L 1
1
.44
34
F EE C,�RD DRAW
44%- CITY OF SAM'S CLUB #4835 -00
!u RENTON 901 SOUTH GRADY WAY
v
Planning /Building /Public Works Dept. RENTON, WA 98055
CHANNELIZATION SIGNING PLAN
SCANNED OCT 0 8 iOOJA /I j. T 'c_' c o
wTE:
3/14/03
FIEIDBDOfL
J PACs
QRwWmG No
CH 5.1
11PR 1 '6� 2
ONLY
R3 -5L
(30" X 36 ")
26
R3 -1
(36" X 36 ")
22
ONLY ONLY
R3 -8 (MOD
(30" X 30"
C35 36
ION i- Y
R3 -5R
(30" X 36 ")
CD
10 27
14
R3 -2
(36" X 36 ")
37
a
Z
4
WILLIAMS AVENUE S
Z
D3 -301
z
c
(90" X 18 ")
4' OR BEHIND_ S W
38 39
3
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(SEE CITY STANDARD PLAN G002)
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1144 Eastlake Ave. E. T (206) 522 -9510
Suite 601 F (206) 522 -8344
4
Seattle, WA 98109 www.PAcLA.ND.COM C
'ripe — ife —Jea®
M USE
CROSSWALK
R9 -3B L
(18" X 12 ")
21
110NE !WAY
R6-1R
(36" X 12 ")
31
NO
r
I
I �
IN
33 34
USE m* 11
CROSSWALK
R9 -3B R
(18" X 12 ")
24
NOT USED
12 16 O
1s
17 30 13
15
REVISION
R9 -3A
(18" X 18 ")
20 23
DO NOT
EN TER
R5 -1
(30" X 30 ")
O
STOP --
R1-1
(36" X 36 ")
O
11
S G 'ADY WAYJ]
D3 -301
(72" X 18 ")
18 25
(SEE CITY STANDARD PLAN G002)
II
II
Ir
2" QUICK PUNCH POST I
11
2' MIN. I
If
N CENTER IN ISLAND
w
fn p
00
'� (I TRAFFIC ISLAND
ROAD SURFACE
6_8"
TAMPED 18" CONCRETE
IN FIRMLY
CUBE ANCHOR
2 1/4- SLEEVE
STEEL POST
I
II
II
11
II z
TREATED WOOD POST
I !
N
z
c
N
w
4' OR BEHIND_ S W
W
o
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�
FACE OF CURB
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co
NOTE: I
FOR X AND Y DIMENSIONS SEE SIGNS THIS SHEET.
T.301200F
WOOD POST
_ INSTALL PER WSDOT STANDARD PLANS
SIGN INS T ALLA I ION UCTAIL
NTS
RECORD DRAWING
SURVEYED: SCALE: QATE:
BARGHAUSEN C.E. IZON —� NAw 83/1
N.T.S. HORARFC ' NAD 1983/1931 �� E 3/1 4/03
OEBIGNED: �• )} CITY OF SAM'S CLUB #4835 -00 �,�
FIETL"OOK:
DRAWN:L "u R E N TO N 901 SOUTH GRADY WAY RICE
CHE—DMJP/kPJ/JRM DATUM RENTON, WA 98055 '►!�
N0
p
ONE NCH RAMNG :
yyHL Al 2. 'IE Planning /Building /Public Works Dept. CH 5.2
IF NOT ONE INCH
BY DATE APPR PFRO E0: SCRE ACCORDINGLY
SIGNING DETAILS
SCANNED OCT 0 n z060 T- ' c 2 oc.
ow
TALBOT ROAD S. (SR 515)
HORIZONTAL CURVE TABLE
CL CURVE
DELTA
RADIUS
LENGTH
TANGENT
BEGIN STA.
END STA.
P.I. STA.
S35'
31' 26"
700'
434.01'
217'
427 +33.10
431 +67.10
429 +50.10
TALBOT ROAD S. (SR 515)
INTERSECTION CURVE TABLE
NO. BEGIN STA.
I OFFSET
END STA.
OFFSET
RANUS
I LENGTH
DELTA
3
425 +94.63
29.93' RT.
426 +44.11
62.23' RT.
55'
62.38'
64'59`OC"
4
426 +95.74
92.89' RT.
427 +43.74
30.11' RT.
50'
91.70'
105'04'45"
5
1
429 +50.69
34.39' RT.
429 +94.53
89.76' RT.
50'
81.93'
93'53'19"
6
430 +29.30
75.39' RT.
430 +73.45
36.31' RT. 1
50'
66.39
76'04'55"
5.5'
' SEC. 20 TWP. 23 N, RNG.
STA. 426 +92.97,
31.89 RT.
R= 10.00' L= 18.28' 1
L= 10.60' NO3 58'54 "W R =2.50'
L= 5.75, .. .
R= 66.00'
\ L =7.44'
R =1.50'
L =2.87' R= 1:50'. '.
L= 15.06' ` L=1.43'
S02'39'1 5 "W L=20151'
R=1.59'-, S02'3915 "W °
L=2.75'
STA a2f -! 66 , R= 1.50'
49.3' RT'. L =3.07' o
- \ R= 66.00'
L= 28.95' o °
L- 29.38'.
N77'44'40 "E j 8
5 E", W.m i
L =13.29
N27'55'27 "W
STA. 430 +09:08,
37.33'37.33' RI
R =2.50'
L= 4.82'
J%-
R =1.50' L= 13.61'
L =1.61' N19'25'04 "W
R =1.50' R= 54.50'
L =2.88' L= 12.41'
R= 50.50'
L =12.47' STA.. 430 +15.63
R =1.50' 61.43' RT.
L =4.35'
ftom Now*,
TRAFFIC ISLAND DETAIL J2 3s
LEGEND
El
CONCRETE SIDEWALK
2.
-R =2.50'
L =5.75'
REPAIR
R= 54.50'
�L=2 .24'
/ .
R =1.50'
CURB RAMP 2
L =1.56'
,----R =1.50'
°
L =2.92'
�L =6.08'
�L
N19'25'04 "W
R =1.50' R= 54.50'
L =2.88' L= 12.41'
R= 50.50'
L =12.47' STA.. 430 +15.63
R =1.50' 61.43' RT.
L =4.35'
ftom Now*,
TRAFFIC ISLAND DETAIL J2 3s
LEGEND
El
CONCRETE SIDEWALK
2.
- - - - -- SAWCUT & PAVEMENT
REPAIR
CONCRETE CURB & GUTTER 2
CURB RAMP 2
PIGMENTED CEMENT
3 \
CONCRETE TRAFFIC ISLAND -2
TYPICAL SIDEWALK WIDTH 2.2
BEHIND CURB AND GUTTER
® 1l TERCEPT EXISTING ILLUMINATION
® CONDUIT. CONNECT NEW CONDUIT
-R =1.50' TO EXISTING. PULL NEW
L =4.26' � � CONDUCTOR. N�
A�
qq INTERCEPT EXISTING ILLUMINATION
STA_ 430+73.5, 36.3' RT.
TRAFFIC ISLAND DETAIL _3 CONDUIT: CONNECT NEW`CONDUi7 END CURB & GUTTER
2.2 - TO EXISTING. PULL NEW END, SIDEWALK
CONDUCTOR. MATCH EXISTING
� NDUC j
STA. 430 +25.4
J
INSTALL NEW TYPE
;. �
1 JUNCTION BOX
+ PRESERVE AND PROTECT pk�
cq EXISTING. ILLUMINATION
CONDUIT
SEE N (SR DETAIL 2 ITHIS
# SHEET SP/ '
® PV
'( R 0.a
LBO 1 . ' -. 429 +78.8, 45.2' RY Ll
1• I 429 }00 // MIDPOINT OF RAMP r� \� STA. 430+70, 45' RT.
PRESERVE AND PROTECT SEE TRAFFIC ISLAND Ct _ �V STA. 429 +50.7;,34.4' RT. RELOCATE EXISTING LIGHT
STANDARD TO ON NEW
EXISTING ILLUMINATION DETAIL #1 THIS SHEET MATCH EXISTING' - __Jy� BEGIN CURB & "GUTTER a FOUNDATION PER DETAIL
CONDUIT 428 +00 5 ON "SHEET CR -2.2
NO2'39'15 "E 426 +00 427 +00 CONST. CL -� - BEGIN SIDEWALK
REMOVE EXISTING JUNCTION
6> _ BOX. BACKFILL WITH C.S.B.C.
STA. 426 +52.38 `', STA. 427 +08.39, 44.98' RT. AND COMPACT TO 957.
° \ MIDPOINT OF RAMP SAWCUT STA. 430 +45.8 46.2' RT.
P - MIDPOINT OF RAMP
STA. 426 +31.38 44.95' RT. o r 1�
RAISE EXISTING WATER o S$ STA. 430 +29.3 75.4 RT.
r 4 a6.,
MIDPOINT OF RAMP SAWCUT BLOWOFF TO GRADE ° ° ADJU T EXISTING TELEPHONE VAULT,. BEGIN SIDEWALK
---- - - -- - - - - -� - - - -- r - - -- - - - -- - e
RING'?& COVER,,' 00,0 -' O-f fiED T, 5�
GRADE: 6 (1M1TRAETbR TO VERIFY-WITH-
3 _ OWEST THE METFIOD AND MATERIALS
4 R� _
REQUIRED TO ADJUST. STA. 429 +94.5; 89.8' RT.
STA. 425 +94.6 30' RT. - R W
STA. 428 +58 32.5' RT. END SIDEWALK
MATCH EXISTING 26' o STA. 427 +30.2 30' RT. MATCH EXISTING ,
STA 429 +10 33:5 RT. SEE SITE PLANS FOR ROADWAY
/ XISTING POWER BEGIN SAWCUT END SAWCUT STRUCTURAL SECTION DETAILS
BEGIN CURB & GUTTER ✓ , 16' :° END CURB &GUTTER BEGIN CURB & GUTTER
BEGIN SIDEWALK POLE TO BE END ,CURB &; GUTTER
END SIDEWALK BEGIN SIDEWALK
/� RELOCATED MATCH EXISTING END SIDEWALK
EXISTING POWER ' MATCH EXISTING mlif
POLE TO REMAIN i STA. 426 +44 62.2' RT era
ruin clnPWAI v c^, STA. 426 +94.21 76.1' RT.
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1144 Eastlake Ave. E. T (206) 522 -9510
Suite 601 F (206) 522 -8344
Seattle, WA 98109 www.PAcLAND.COM
-r*o - 0/ .& 'I'd
* � f
EXISTING LIGHT
STANDARD TO BE �g
REMOVED
4,v,
i
BEGIN SIDEWALK EXISIINGDRIVEWAY
APPROACH TO. BE REMOVED.
,8 NOTE: CONTRACTOR TO PROVIDE ALL TRAFFIC CONTROL LABOR AND TEMPORARY TRAFFIC GRAPHIC SCAI�
pL -\As 20 0 10 7D «2 BO
9 S\11 CONTROL DEVICES (INCLUDING SEQUENTIAL ARROW SIGN) REQUIRED TO CONSTRUCT
IMPROVEMENTS PER CITY OF RENTON AND MUTCD REQUIREMENTS. COORDINATE WITH WSDOT I inch 20'ffi_
SEE SITE PLANS FOR ROADWAY AND CITY FOR WORK HOUR LIMITATIONS. CONTRACTOR TO REMOVE ALL EXISTING CURB AND
STRUCTURAL SECTION DETAILS
-� E. �,� SIDEWALKS CONFLICTING WITH CONSTRUCTION.
T xa
- ^�- �,�DRAWING ���
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WHO
SURVEYED: s-f: Mm
BARGHAUSEN C.E. `zRDC"' NA"° 13/ , SAWS CLUB #4835 -00 3/14/03
HORIZONTAL NAO 1923/1991 1
DESIGNED � " =20' CITY 0 F --
_..
14 Q' .-N: NHL R E N TO N 901 SOUTH GRADY WAY
MJP /JR.�E I C- oATUM RENTON WA 98055
cHECNEDWHL ATEUUSCUE Planning/Building/Public Works Dept. ' O 41 CR -2.0
IF NNE INCH
/18/05 NO. REVISION BY DATE APPR AaRRCVED. SCALE ACCORDINGLY REJ ROADWAY PLAN
SCANNED OCT 0 8 200
14
I-- L 1 R • {
s�; I _
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SR 515 (S. GRADY WAY)
HORIZONTAL CURVE TABLE
CL CURVE
DELTA
RADIUS
LENGTH
TANGENT
_
BEGIN STA.
END STA.
P.I. STA.
C2
10' 44' 40"
3817.93'
715.97
359.04
43 +20.30
50 +36.27
46 +79.34
SEG. 20 TWP. 23 N., RNG. 5 E., W.m.
NEW GUTTER FLOWS TOWARD THE NORTH. THIS IS
BASED UPON INTERPOLATED EXISTING SURVEY POINTS
SR 515 (S. GRADY WAY)
INTERSECTION CURVE TABLE
NO.
BEGIN STA.
L =7.18'
END STA.
OFFSET
N50 37'05"E Lo
N U
STA. 47 +50.36,
LENGTH
DELTA
30' RT.
I 47 +05.00
28.00' RE
R =2.50' Z
L =5.30'
R =2.50'
L =5.30'
30'
R= 1.50'-
R =1.50'
10
L =1.53'
\
L =8.9' - �'-
N50'37b5 "E
L =1.09' L =1.53'
N50'3T05 "E
R =1.50' /
SEG. 20 TWP. 23 N., RNG. 5 E., W.m.
NEW GUTTER FLOWS TOWARD THE NORTH. THIS IS
BASED UPON INTERPOLATED EXISTING SURVEY POINTS
SR 515 (S. GRADY WAY)
INTERSECTION CURVE TABLE
NO.
BEGIN STA.
OFFSET
END STA.
OFFSET
RADIUS
LENGTH
DELTA
9
I 47 +05.00
28.00' RE
47 +39.16
57.77' RT.
30'
46.77'
8919'49"
10
47 +68.72
57.84' RT,
47 +98.27
28.00' RI
30'
46.85'
89'28'12"
11
49 +48.04
28.10' RT.
49 +95.69
88.39' RT.
50'
88.24
101'07'09"
12
50 +37.29
68.16' RT.
50 +78.43
31.61'. RT.
50`
58.27
66'46'08.
.
1 ,
"
15
50 +76.96
45.70' LT.
50 +83.66
28.36' LT. ,
0'
23.44'
13416'58"
16
49 +88.27
258' LT. ,
50 +31.65
51:62' LT.
50'
51.59'
59'07'10"
5.5' ALONG THE NEW FLOWLINE- LOCATION. CONTRACTOR
TO VERIFY FLOWLINE DIRECTION PRIOR TO CURB
° INSTALLATION AND CONTACT ENGINEER IF DIFFERENT.
ALL CATCH BASIN STATION, OFFSET, AND RIM
TYPICAL SIDEWALK WIDTH ELEVATIONS REFER TO BACK OF RIM.
BEHIND CURB AND GUTTER
ii
GRAPHIC SCALE
aD 0 10 70 40 00
�r
(IN sr I / STA. 50 +76.96, 45.70' L .
> ineh = zo & NT'/ MATCH EXISTING N
R= 1.50' -�� L =2.91' / C/ 1 ti / BEGIN (CURB AND GUM
STA. 0 +72.59, 21.82' LT. STA. ] +40.39 / /
o L =2.91' R= 46.00' ---'- CB TYPE ! MATCH EXISTING
R= 46.00' L=1.57'
,''S® LEGEND RIM =29.95 END CURB AND GUTTER
L =1.5T R =1.50' � -- IE(N &S) =27.31 C, curyEainLK (28.29' LT.) ' �` / O REPLACE EXISTING CATCH BASIN
In
STA. 47 +52.53, L =3.73' /
�- / / �i , GRATE WITH SOLID LID. ADJUST
CONCRETE SIDEWALK 2 STA. 1 +]0 "! 20.89' LT +� - 2% "r R Jju LID TO FINISHED
43.01' RT. -2• STA. 0 +58 89 14.07' LT. \ P.T. FACE OF CURB Cl` �
P.C.C. FACE OF CURB - 11 /\ GRADE LID SHALL MATCH SLOPE
- - - - -- SAWCUT & PAVEMENT REPAIR R =253' " /�s" r OF NEW HANDICAPPED WING
CR -2. REMOVE EX. S W WITHIN
/ L =51.75 34 LF. 12 s : - �/ '<� / _ ti TRANSITION.
I CONCRETE CURB & G ;i7ER IMPROVEMENT OMITS p= 11'43']4" D.I. SO @ / �� SAWCUT TO
CR -2. STA. 50 +13.45 34.18' LT. 0.3%
MIDPOINT OF RAMP i ACCOMMODATE ti
TRAFFIC ISLAND DETAIL #3 CURB RAMP INTERCEPT EX. 18" STORM !I 3
NE , �i NEW CURBS STA. 5D�' ..93, 28.32' LT.
2.2 cR -2' IE(E)= 27.19, IE(W)= 26.99. / AND GUTTER / END CURB AND GUTTER
EXTEND PVC PIPE TO NEW F �� STA. 1+06.50, 20.73 LT. MATCH EXISTING
CATCH BASIN STORMWATER PIPE /' CB TYPE I
PROVIDE.4' MIN CLEARANCE o
PIGMENTED CEMENT FROM POLE T(? RAMP / r ` tix�� FLOWUNE (TYP.) RIM = 29.41 STA. 50 +75.46 32.77 RT.
CONCRETE TRAFFIC ISLAND cC / MIDPOINT OF RAMP
STA. 49 +94.35 34.16' LT. / " / IE(S) = 27.41
F
S. GRADY WAY SR 51-5 STA. 50 +00 = 33 L.F. 12" SEE NORTHEAST H/C
WILUAMS AVE S. STA. 0 +00 / ////--RAMP DETAIL THIS
-STA 49 +77.29, 27.70 LT. r:`' D.I. DI S0 SHEET NORTHEAST H& RAMP DETAIL
' 0.24% i
MATCH' EXISTING . _ ¢ /
BEGIN CURB AND GUTTER
BEGIN SIDEWALK - - `` .BASINS TO BE - - - - - - - - 1W - - - - - - - -
- �` ABONDONED PER
WSDOT STD O
15
i 05.3(2)
STA. 47 +53.93 SEE TRAFFIC ISLAND RLMOVE & DISPOSE OF EXISTING TRAFFIC ISLAND 16 SPEC 7- ,
DETAIL #3 THIS SHEET & TYPE C CURB. EXCAVATE EXISTING TRAFFIC �� STA. 0 +40.64, 13.14' LT.
f00 �� INTERCEPT EX. 18" PIPE S. GRADY WAY (SR 515)
ISLAND LIMITS AS NEEDED. REPAIR PAVEMENT �
�- SECION PER DETAIL 1 ON SHEET CR -2.4. ADJUST �� CB TYPE II, 48 "0
_ -- -- C2 EX. SURVEY MONUMENT IN TRAFFIC ISLAND TO RIM = 29.86
STA. 47 +05 36.6' RT. 3 - - - - - -- - -;- _
MATCH EXISTING r, J -F - -
49+00 GRADE. 5 IE(NE &SW) = 27.23 51 +00 52 +00 53 +00
n ADJUST EXISTING JUNCTION - -I - _ - _ICONST. CL __ N46'23'09 "E
BEGIN SAWCUT .) EXISTING LIGHT - - -1 - i - - - - -� - - + - -
°' N STA. 47 +77.5, 36.6' RT. BOX TO FINISHED, GRADE
BEGIN CURB &GUTTER STANDARD &BASE TO
°; ;POINT OF RAMP
BEGIN SIDEWALK EXISTING CURB AND BE REMOVED. S. GRADY WAY STA. 50 +30.71 = ��
STA. 49 +67.62, 32.43' RT. STA. 50 +78.43, 31.61' RT. 1V
- zi SAWCUT GUTTER TO REMAIN f SALVAGE LIGHT SITE ACCESS STA. 0 +00 m
2' MIDPOINT OF RAMP / BEGIN 6:1 F.O.C. TAPER
O9 - _ o STANDARD TO THE \ +�
° ' 0 CITY - STA. 50+68.09, 34.26' RT.
- SAWCUT ---- - - - - -- MIDPOINT OF RAMP _-
6'
F .
15' 15' 20' R (TYP.) RAW
STA. 47 +30.4, 36.6' RT STA. 48 +30 30.5' RE } �� +- - - - T. R - - - - - - - - - - - -
NIDPOINT OF RAMP s' BEGIN LANDSCAPE STRIP
r3 STA. 1 +02.46, 28.14' °RT.
STA. 47 +39.16 57.77 RT. STA. 47 +98.3, 28' RT. i h END 41 F.O.C. TAPER
END SIDEWALK t END SAWCUT RAISE EXISTING STORM DRAIN END RB AND GUTTER
END CURB '& GUTTER MANHOLE TO FINISHED GRADE = f END DEWALK I
MATCH EXISTING
END WCUT
STA. 47 +68.72, 57.84' RE
_ _ _ MATC EXISTING
BEGIN SIDEWALK STA. 49 +09 30.5' RT Srq, UTILITY POLE TO BE
MATCH TO SITE PLANS
END LANDSCAPE STRIP PCCFoc 12'R T. s, REMOVED BY OTHERS NOTE: CONTRACTOR TO PROVIDE ALL TRAFFIC CONTROL LABOR AND
STA. 49 +48.04 28.19' RT. FOR
ROADWAY SLTRUCTURAL MATCH EXISTING '1 W TEMPORARY TRAFFIC CONTROL DEVICES (INCLUDING SEQUENTIAL
SECTION DETAILS
BEGIN CURB AND GUTTER
2
BEGIN SAWCUT s 24' () APPn1 A/ C1PNI) Pp-ni IIRp-n T n rr -wgTP1 IrT IhAPPm/PlAFNITC pp R rITY nF-
A E. SEE SITE PLANS FOR ROADWAY DRAWING
�oF nASy�c� STRUCTURAL SECTION DETAILS
)IIATCH TO SITE PLANS
I
®- � � °j� suRVErED: scuE: DATE:
BARGHAUSEN C.E. _ of _ SAWS CLUB #4835 -OD 3/14/03
HORIZOMPL NAD 198]/1991 1
r DESIGNED: 1 " -20' �� >,- CITY OF FlE.
84 DRawN: WHL R E N TO N 901 SOUTH GRADY WAY RADE:
BGISTE4� 6 MJP JRM
1144 Eastlake Ave. E. T (206) 522 -9510 \ SSIONAL� CHECKED: °I ""°"I DATUrn RENTON, WA 98055 �., �^""` "°
aT FULL E INC Planninn Buildin Public Works De t.
Suite 601 F (206) 522 -8344 WHO IF NOT ONE INCH y/ �/ P CR -2.1
Seattle, WA 98109 www.PAcLAND.COM RXPUM 3/18/05 N0. REVISION BY DATE APPR APPR CiEJ sCw ACCDRDINGIY ROADWAY /DRAINAGE PLAN
roea eft/ }og0
_ scAHNEO OCT e 8 :-** A; 7
KU'L.L 94 c'
�r �R 1,6 5�
0 f
- -- -- -- - - -- -- - -
SR 515 (SITE ACCESS)
HORIZONTAL CURVt TABLE
I% I %I \ V IT aJ I V I v/ i\ L V( V 1 1 \ l- V I V \.J \./ 1 Y ".J I I\ V V I I I Y 1 1 I\ V V L- I Y I L I Y 1 �J 1 L-1 \ V 1 1 1 V I
I � I
1 C3 RENTON AND MUTCD REQUIREMENTS. COORDINATE WITH WSDOT AND
R =50' CITY FOR WORK HOUR LIMITATIONS. CONTRACTOR TO REMOVE ALL
STA. 0 +93 95 11,50'�L_ -- ' � �, � �
P.C.C. F.O.C. L= 59.22' I
END SIDEWALK , , i I- EXISTING CURB AND SIDEWALKS CONFLICTING WITH CONSTRUCTION.
CL CURVE
DELTA
RADIUS
LENGTH
TANGENT
BEGIN STA.
END STA.
P.I. STA.
C3
33' 34' 59"
99'
58.03'
29.87'
0 +90.10
1 +48.13
1 +19.97
A E. SEE SITE PLANS FOR ROADWAY DRAWING
�oF nASy�c� STRUCTURAL SECTION DETAILS
)IIATCH TO SITE PLANS
I
®- � � °j� suRVErED: scuE: DATE:
BARGHAUSEN C.E. _ of _ SAWS CLUB #4835 -OD 3/14/03
HORIZOMPL NAD 198]/1991 1
r DESIGNED: 1 " -20' �� >,- CITY OF FlE.
84 DRawN: WHL R E N TO N 901 SOUTH GRADY WAY RADE:
BGISTE4� 6 MJP JRM
1144 Eastlake Ave. E. T (206) 522 -9510 \ SSIONAL� CHECKED: °I ""°"I DATUrn RENTON, WA 98055 �., �^""` "°
aT FULL E INC Planninn Buildin Public Works De t.
Suite 601 F (206) 522 -8344 WHO IF NOT ONE INCH y/ �/ P CR -2.1
Seattle, WA 98109 www.PAcLAND.COM RXPUM 3/18/05 N0. REVISION BY DATE APPR APPR CiEJ sCw ACCDRDINGIY ROADWAY /DRAINAGE PLAN
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_ scAHNEO OCT e 8 :-** A; 7
KU'L.L 94 c'
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GENERAL NOTES
OLOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE. FOR EXACT LOCATION, CONTACT UTILITY LOCATE
(1- 800 - 424 - 5555). POTHOLING FOR DEPTH AND HORIZONTAL LOCATION IS RECOMMENDED AT CROSSING LOCATIONS
AND AT SIGNAL POLE FOUNDATIONS.
OJUNCTION BOX SPACING SHALL NOT EXCEED 200 FEET.
OSEE SPECIAL PROVISIONS
SEE SHEET TS -2 FOR CONSTRUCTION NOTES
Z
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NO.
ZA
CONDUIT
SIZE*
WIRE /CABLE
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LOOP
CABLE
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E.V.P.
3CS
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1144 Eastlake Ave. E.
T (206) 522 -9510
Suite 601
00 N
_ —
W 1
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MAST ARM
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ELECTRICAL SERVICE CABINET
3
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ae. (1b
SEC. 20 TWP. 23 N., RNG. 5 E., WM
�w L82B /
L82 SERVICE CABINET
r
BREAKER SCHEDULE
r
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S
8
2. BRANCH BREAKER (SIGNAL) - 50 AMP
' GRAPHIC SCALE
s L818 L81A
r i L31 / m o pow 40 eo
WIRING SCHEDULE
RUN
NO.
ZA
CONDUIT
SIZE*
WIRE /CABLE
SERV.
#2
POWER
#6
LOOP
CABLE
2CS
E.V.P.
3CS
PED HEAD /
BUTTON
5C
VEH.
HEAD
5C
INTCON.
6PRCC
1
MAST ARM
1144 Eastlake Ave. E.
T (206) 522 -9510
Suite 601
F (206) 522 -8344
Seattle, WA 98109
1
2
MAST ARM
31,51 21,22 83 46,47 66,67
66,67
2
ELECTRICAL SERVICE CABINET
3
MAST ARM
;�
;
;
�
�
08
2
WIRE NOTE
4
MAST ARM
O
CONSTRUCTION NOTE
2. ALL VEHICLE SIGNAL HEAD, VISORS AND BACK PLATES SHALL BE ALUMINUM.
PEDESTRIAN MOVEMENT
3
SIGNAL STANDARD NO.
5
MAST ARM
X
3. ALL PEDESTRIAN HEADS SHALL BE LED TYPE WITH TYPE E MOUNTING, "HAND" AND "MAN"
�! PERMISSIVE MOVEMENT
3
DISPLAYS SHALL ALTERNATE.
4. A LL GREEN, AMBER, AND RED SIGNAL DISPLAYS SHALL BE 12 "0 LED.
6
NOT USED
DRAWING
7
1 1/4-
2
8
1 1/2'
5
9
3"
2
1
3
10
Y
4
2
1
4
11
2"
1
2
2
12
3"
10
2
3
4
13
2"
1
2
2
14
4"
10
3
5
6
15
2"
1
1
2
16
3"
4
1
1
3
17
4"
6
1
1
3
18
2" SPARE
19
1 1/2'
2
20
3"
3
21
2"
1
22
EX. 2
1
23
2 "
1
24
2 "
1, EX.1
25
2"
1, EX.1
* REFER TO CONTRACT SPECIAL PROVISIONS FOR CONDUIT REQUIREMENTS.
NOTE: SYSTEM SHALL BE GROUNDED PER WSDOT STANDARD PLAN J -9a.
07
E
II SIGNAL STANDARD
VEHICLE SIGNAL VEHICLE SIGNAL VEHICLE SIGNAL
_...i.
AAMMIL
1144 Eastlake Ave. E.
T (206) 522 -9510
Suite 601
F (206) 522 -8344
Seattle, WA 98109
WWW.PAcLAND.COM
%' ,f 0 —is/ -.&F 0
1
ti
s
\ 16 L
D 2
8
EMERGENCY VEHICLE 4 L71 L41 ;s" ,4
PREEMPT ®N PHASING 17 18 19
A = 02 & 05
B = 04 & 07 EASEMENTS WILL BE
C = 06 PROVIDED TO THE CITY FOR
D = 03 & 08 TRAFFIC SIGNAL EQUIPMENT
OUTSIDE OF EXISTING R/W
SIGNAL DISPLAYS
® � O
y O y t_l
O (D y LED
NEW L.E.D.
EXISTING NEW /RELOCATED
13 N B TYPE 1 JUNCTION BOX
SEE SHEET TS -5 FOR DETAIL
72 10 TYPE 2 JUNCTION BOX
SEE SHEET TS -5 FOR DETAIL
- - - - - -- - - -- - CONDUIT
SIGNAL PHASING ® CONTROLLER CABINET
DIAGRAM — SPARE TENON
01 BLANK f 05
02 06
L23A
53+M
--► VEHICLE SIGNAL HEAD
-s PEDESTRIAN SIGNAL HEAD
-� EMERGENCY VEH PREEMPT DETECTOR
STREET NAME /REGULATORY SIGN
R3 - 6' X 6' ROUND INDUCTION LOOPS
U U U
R1 - 6' X 6' ROUND INDUCTION LOOP
® TYPE PS SIGNAL STANDARD
�— TYPE
NEW L.E.D. NEW L.E.D. NEW L.E.D. PEDESTRIAN
CONVENTIONAL CONVEN11ONAL CONVENTIONAL HEAD NO.
03
07
II SIGNAL STANDARD
VEHICLE SIGNAL VEHICLE SIGNAL VEHICLE SIGNAL
�—-
TYPE )II SIGNAL STANDARD
HEAD NO. HEAD NO. HEAD NO. 26,27
31,51 21,22 83 46,47 66,67
66,67
ELECTRICAL SERVICE CABINET
71,72 41
61,62
NOTES: 81'82
04
;�
;
;
�
�
08
A
WIRE NOTE
1. ALL VEHICLE HEADS SHALL HAVE 12" GLASS LENSES, BACK PLATES AND TYPE "M" MOUNTS
EXCEPT SIGNAL HEAD 72 SHAL HAVE TYPE "K" MOUNTING.
O
CONSTRUCTION NOTE
2. ALL VEHICLE SIGNAL HEAD, VISORS AND BACK PLATES SHALL BE ALUMINUM.
PEDESTRIAN MOVEMENT
SIGNAL STANDARD NO.
PROTECTED VEHICLE MOVEMENT
X
3. ALL PEDESTRIAN HEADS SHALL BE LED TYPE WITH TYPE E MOUNTING, "HAND" AND "MAN"
�! PERMISSIVE MOVEMENT
DISPLAYS SHALL ALTERNATE.
4. A LL GREEN, AMBER, AND RED SIGNAL DISPLAYS SHALL BE 12 "0 LED.
j
Rm`F%`l.N.000'NRD
DRAWING
D: ES BARGHAUSEN C.E. sOUE_ wRncu: NAw 19m " .,'- wtE:3 /i 4�0.�
Ho NAD ,�
DIGNED: 1"=20' lgw /,99t CITY OF SAM'S CLUB #4835 -00
WHL riELDeoDR:
84_ _ R E N TO N 901 SOUTH GRADY WAY PEE:
O UWN:
I STL+R MJP /MPJ /JRM orvE wCH aw.MNG Ho:
9glON9L�' CHECKED: �� - -DATUM RENTON, WA 98055 �.
WHL AT LULL _, Planning /Building /Public Works Dept. TS-
11 N01 ONE INCH
ERPQiFS 3/18/05 N0. REVISION BY DATE APPR ARaROwkEJ SC: ACCORDINGLY TRAFFIC SIGNAL PLAN sNEC *:
SCANNED OCT 0 8 2401Y /I 7-
. 1
15
EXISTING SIGNAL CONTROLLER
22 14
SEC. 20 TWP. 23 N., RNG. 5 E., W.M.
GRAPHIC SCALE,
20 0 10 20 40 so
( IN FEET )
1 inch = 20 fL
22 14
R/W
AD
TALBOT STA. 433 +98.95
vo
tn�? I
�A
�t3
M0
W
0
R/W
_ e
CONSTRUCTION NOTES
e
(PER WSDOT STANDARD PLANS AND SPECIFICATIONS)
01 CONSTRUCT FOUNDATION AND INSTALL TYPE II SIGNAL STANDARD 409TH 40' O CONSTRUCT FOUNDATION AND INSTALL SIGNAL CONTROLLER CABINET, AND
MAST ARM, FOUR SIGNAL HEADS, ONE PEDESTRIAN SIGNAL HEAD, ONE PPB -M PUSH ASSOCIATED HARDWARE. SEE SHEETS TS -5 FOR DETAILS. SIGNAL I
BUTTON ASSEMBLY, ONE PREEMPTION DETECTOR AND TERMINAL CABINET. SEE CONTROLLER CABINET TO BE FIELD LOCATED BY THE ENGINEER.
SHEET CH -5.1 FOR MAST ARM SIGNING.
CONSTRUCT FOUNDATION AND INSTALL CITY OF RENTON SERVICE CABINET
' CONSTRUCT FOUNDATION AND INSTALL TYPE IQ SIGNAL STANDAROWITH AND ASSOCIATED HARDWARE SEE SHEETS TS -5 FOR DETAILS.
40' MAST ARM, 16' LUMINAIRE ARM,TWO SIGNAL HEADS, TWO PEDESTRIAN 10 INSTALL CONDUIT AND CONDUCTORS TO POWER TRANSFORMER.
SIGNAL HEADS, TWO PPB -M PUSH BUTTON ASSEMBLIES, ONE PREEMPTION COORDINATE WITH UTILITY COMPANY TO MAKE SERVICE CONNECTION AND
DETECTOR AND TERMINAL CABINET. SEE SHEET CH -5.1 FOR MAST ARM
r' z
CD
Z U
_O
F— O
1
Cn
W
Z �
U Z
Q�
�o
W
(/7
COMPLY WITH UTILITY REQUIREMENTS. PROVIDE SUFFICIENT LENGTH OF T-,302014 SIGNING. LUMINAIRE SHALL BE SPLICED TO EX. ILLUMINATION SYSTEM. SERVICE CONDUCTORS TO MAKE SERVICE CONNECTION.
0 3 II CONSTRUCT FOUNDATION AND INSTALL TYPE SIGNAL STANDARDOWITH 11 BORE NEW CONDUIT CROSSING. SEE SPECIAL PROVISIONS.
45' MAST ARM', : " " "vs O SIGNAL HEADS, TWO PEDESTRIAN SIGNAL HEADS, TWO
c
I 12 CONTRACTOR TO FIELD LOCATE EXISTING TRAFFIC SIGNAL INTERCONNECT
PPB -M PUSH BUTTON ASSEMBLIES, ONE PREEMPTION DETECTOR, AND
TERMINAL CABINET. SEE SHEET CH - 5.1 FOR MAST ARM SIGNING. CABLE AND CONDUIT. PULL BACK SUFFICIENT LENGTH OF EXISTING
' INTERCONNECT CABLE FROM THE TALBOT /S. GRADY WAY INTERSECTION TO
4O CONSTRUCT FOUNDATION AND INSTALL TYPE 1U STANDARDOWITH 50' MAST ARM, ROUTE EXISTING INTERCONNECT CABLE TO NEW TRAFFIC SIGNAL
AND -W LUMINAIRE MAST ARM. FOUR SIGNAL HEADS, ONE PEDESTRIAN SIGNAL HEAD, CONTROLLER. CONNECT SIGNAL INTERCONNECT CABLE TO NEW TRAFFIC
ONE PPB -M PUSH BUTTON ASSEMBLY, ONE PREEMPTION DETECTOR, ONE 40OW HPS SIGNAL CONTROLLER (SEE SHEET TS -3).
MC -III LUMINAIRE AND ONE TERMINAL CABINET. SEE SHEET CH - 5.1 FOR MAST ARM 13 INTERCEPT EXISTING INTERCONNECT CONDUIT AND CONNECT TO NEW
SIGNING. LUMINAIRE SHALL BE SPLICED TO EXISTING ILLUMINATION SYSTEM. CONDUIT.
OINSTALL TYPE R3 - 6' X 6' ROUND INDUCTION LOOPS (TYPICAL ALL STOP 14 REMOVE EXISTING TRAFFIC SIGNAL INTERCONNECT CABLE FROM EXISTING
BAR LOOPS). SEE SHEET TS -6 & TS -7 FOR DETAILS. CONDUIT. PULL NEW INTERCONNECT CONDUIT THROUGH EXISTING CONDUIT.
15 CONNECT NEW TRAFFIC SIGNAL INTERCONNECT CABLE TO EXISTING SIGNAL
OINSTALL TYPE R1 - 6' X 6' ROUND INDUCTION LOOP (TYPICAL ALL CONTROLLER.
ADVANCED LOOPS). SEE SHEET TS -6 & TS -7 FOR DETAILS. 16 INTERCEPT EXISTING ILLUMINATION CONDUIT. INSTALL SCHEDULE 80 CONDUIT FOR
07 5 L.F. OF 5C CABLE iN MAST ARM FOR FUTURE USE. SEAL
CONDUCTOR AND CAP TENON.
SEE SHEET TS -1 FOR WIRING SCHEDULE AND CONSTRUCT110wN NOTES
v'(A Rt E J
rrasy�
F gyre TER �4
1144 Eastlake Ave. E. T (206) 522 -9510 1 A
Suite 601 F (206) 522 -8344
Seattle, WA 98109 WWW.PAcLAND.COM EXPIRES 3/18/05 NO. REVISION BY DATE
reo --v/ }02d
t
ROAD CROSSING AND APPROACHES (UNLESS EX. CONDUIT IS RGS THEN MATCH IN
KIND). CONNECT NEW CONDUIT TO EXISTING. REPLACE EXISTING ILLUMINATION
CONDUCTORS AND MAKE SPLICES AS NECESSARY.
17 INSTALL SCHEDULE 80 CONDUIT FROM SIGNAL STANDARD TO EXISTING JBOX
(UNLESS EX. CONDUIT IS RGS THEN MATCH IN KIND). INSTALL 2 #8 CONDUCTORS
AND SPLICE NEW CONDUCTORS INTO EXISTING ILLUMINATION CONDUCTORS.
18 REMOVE AND SALVAGE EXISTING LIGHT STANDARD TO THE CITY. REMOVE LIGHT
STANDARD FOUNDATION.
suRVevEO: SCALE:
BARGHAUSEN C.E. IEONT .: NAw n/1
_ HORIZONTAL NAD 1983/1991 5
DESIGNED: 1 '20
�, )° CITY OF
WHL RENTON
DRawN:
M,JP /MPJ /JRM �N, DATUM
CHECKED: AT - ECALeNLLI "SCALE Planning /Building /Public Works Dept.
WHIL IF NOT ONE INCH
AP P R I ARRROV DR SC&E ACCORDrc —
NUMECU
-- - f
FA
SAM'S CLUB #4835 -00 3/14/03
FlEtDB00N:
901 SOUTH GRADY WAY V RAGE:
RENTON, WA 98055 TS -2
INTERCONNECT PLAN �— OF
SCANNED OCT 0 8 ZWO A r 7-- c 2e)
9'
N
M
z
i
Z
0
i
Z
3
r
a
Q
i
a
0
c
3
i
I
CONTROLLER TERMINALS
VEH. DISPLAYS
POWER 6
616
DETECTION 2
22
622 D
623 C
624 I
s2s -
s32 -
M _
633 M
636 -
641 -
N -
642. N
643 %
644 P
646 -
651 -
5< B
652 -
653 �
654 _
656 5
_R_ 661 -W 869
- BL 563 - 0 662 - g 0 72,
961 ¢ B 72
-0- 5C1 - G 663 -W- 962
- Y 5C2 � - 8 664 `° -13- 963
- BL 5C3 m
-0 5D1 - W 666 - W 964
- Y - 5D2 c - p 672 B 876 - ^ m
18,
877
-BL 5D3 -G 673 -B 886
PED. BUTTON -B- 674 ^ -w 887
- 0 /24 �, �, -W- 676 -B 888 m
= B 7?5 N - R 671 -W 889 °D m
=0 744 T d -0- 672 -B 981 ¢ a
= B 745 a -G 673 m -W 982 �
= 0 764 ^a m - B 674 ai -B 983 0
= B 765 � ° - W 676 -W 984 c'
TERMINAL CABINETS
TC -1 TC -2
R = 621 R R 641 R
0 = 622 0 0 642 0
G = 623 G G 643 G
B = 624 B B 644 B
W = 62E W W 646 W
R 651 R R 671 R
0 652 0 0 672 0
G 653 G G 673 G
B 654 B B 674 B
w 656 w W s76 W L
R 671 R TO CONTROLLER L 63B
0 672 o TC -4
G 673 G R 631 -R
—
_B 674 B --0- 632 C
W 676 W G 633 G L
LB 634 B 63A
w 636 W
TO CONTROLLER R 681 -R-
TC-3 0 E 682 0
R 611 R G 683 G - LL
0 612 0 B 684--B
G 613 G W 686 W
B 614 B TO CONTROLLER J -BOX
w 616 w EMERGENCY VEHICLE I COORDINATION
--R= 661 R PRE —EMPT WIRING CODE
0 662 0 -- (6 PR. COM. CABLE)
G 663 G ORANGE 24 VOLT - BL - 541
YELLOW CALL R - 542
W 666 W BLUE GROUND - GR - 543
TERMINAL CODING 1. w 544
TO CONTROLLER i. � BL - 545
® CONNECT TO NEUTRAL BUSS ; - W - 546
CONTROL SIDE TERMINAL CONNECTION _-GRN - 547
CONNECT TO DETECTOR COMMON BUSS W 548
SPARE BRN 549
❑ r - w - 550
I -OW -� 551
� - � 552
I
�TOINTERSECTION
o - , OF TALBOT /S.
1144 Eastlake Ave. E. T (206) 522 -9510 FROM GRADY
Suite 601 F (206) 522 -8344 WAY
Seattle, WA 98109 — .PACLAND.COM
I N w Er4
N
__j
v o
2 Q_ N N ry
> _ �m m
�ocDm
zQ I I I I J
0
o>-m
W !
a
d W =¢ N N N
in j = cD Cm LO c0
X
W TOC-D7
w w co co co cc
> x
z o cD m
(c?cf I
LOOP 61A
LOOP 61B
E
EXPIRES 3/18/05 1 I NO
J -BOX
VEHICLE
HEAD 72
R 67?
p 672
G 673
_B 674
W_ 676
VEHICLE
HEAD 83
B
co °° I I -1 1 PEDESTRIAN
Z ° m HEAD 46
Q
[Y N N N CV N N 741
w r r m r 742
m ¢ ° w 743
w ao a =
0 00 P3 VEHICLE VEHICLE PPB 46
HEAD 71 HEAD 41 I
° 745
J -BOX R 671 R- 641 R 8
8 p G%2 Y 0 642' y
-G- 673 G PT G 2
-B-_674 g 644 -
Wy 676 Wy 646 7
I J_K
J -BOX
O 5B7 PREEMPTION
23 Y 582
DETECTOR B
BL 563 I
OLOOP 16
238
J -BOX L
f LOOP 21A
(D 0 (D 23A
B
FUTURE VEHICLE HEAD 51 -1
COIL 5 L.F. 5C CABLE
?
\� �
cce
08
03
��✓�11--1 G7 of ' I
CA CA CA 03
rn rn rnrn D =
0] �A W N � 0 c7
S. GRADY WAY 2) m
(SR 515) 06 —40- 05
(�//� m
- rn rn rn rn rn m=
w V! 0�
m
C/-)
U
07 04 -::r_
3 TC -3
DISPLAY PANEL
VEHICLE VEHICLE VEHICLE
HEAD 82 HEAD 81 HEAD 31 fT
tY 5D2
BL 5D3
PEDESTRIAN PREEMPTION
HEAD 67 DETECTOR D
R 761
G 762
W 763
PPB 67
0 764
B 765 1
REVISION
ROLL
16
LOOPn51
o�
M
C1 9-- C
w N 0 24
n z
PEDESTRIAN
HEAD 66
761 R
762 G
763 w z
a
PPB 66
Ln
764 0 a °¢ NM .d- "D
765 B � � m
_ rrr tZ rr CL
xc)3 om
T-- 3020414
14 I CONTROLLER
DSERVICE
CABINET CABINET
17 19 `20
A it AL i■ IL • �� TO SERVICE
i SUI-ED: scue vENnaL. Nnw i9es 3�14�03
DATE
BARGHAUSEN C.E. HoarzoNFAL NAO 1983/1951 ".,.
DESGNED. N.T.S. A� s CITY OF SAM S CLUB #4835 -00 , --
DI—N L R EN TON 901 SOUTH GRADY WAY , v .
cHECNEOMJP /MPJ /JRM ONE INCH �� DATUM RENTON, WA 98055 �.� D0.NG Na
WHL AT NI "s "�E Planning /Building /Public Works Dept.
IF NOT ONE INCH TS -3
BY DATE APPR APP —O EJ SCA E ACCORDINGLY WIRING DIAGRAM
I SHEET: OF
SCANNED OCT 0 8 imil
U_"R
1 �61
REVISION
ROLL
16
LOOPn51
o�
M
C1 9-- C
w N 0 24
n z
PEDESTRIAN
HEAD 66
761 R
762 G
763 w z
a
PPB 66
Ln
764 0 a °¢ NM .d- "D
765 B � � m
_ rrr tZ rr CL
xc)3 om
T-- 3020414
14 I CONTROLLER
DSERVICE
CABINET CABINET
17 19 `20
A it AL i■ IL • �� TO SERVICE
i SUI-ED: scue vENnaL. Nnw i9es 3�14�03
DATE
BARGHAUSEN C.E. HoarzoNFAL NAO 1983/1951 ".,.
DESGNED. N.T.S. A� s CITY OF SAM S CLUB #4835 -00 , --
DI—N L R EN TON 901 SOUTH GRADY WAY , v .
cHECNEOMJP /MPJ /JRM ONE INCH �� DATUM RENTON, WA 98055 �.� D0.NG Na
WHL AT NI "s "�E Planning /Building /Public Works Dept.
IF NOT ONE INCH TS -3
BY DATE APPR APP —O EJ SCA E ACCORDINGLY WIRING DIAGRAM
I SHEET: OF
SCANNED OCT 0 8 imil
U_"R
1 �61
17 19 `20
A it AL i■ IL • �� TO SERVICE
i SUI-ED: scue vENnaL. Nnw i9es 3�14�03
DATE
BARGHAUSEN C.E. HoarzoNFAL NAO 1983/1951 ".,.
DESGNED. N.T.S. A� s CITY OF SAM S CLUB #4835 -00 , --
DI—N L R EN TON 901 SOUTH GRADY WAY , v .
cHECNEOMJP /MPJ /JRM ONE INCH �� DATUM RENTON, WA 98055 �.� D0.NG Na
WHL AT NI "s "�E Planning /Building /Public Works Dept.
IF NOT ONE INCH TS -3
BY DATE APPR APP —O EJ SCA E ACCORDINGLY WIRING DIAGRAM
I SHEET: OF
SCANNED OCT 0 8 imil
U_"R
1 �61
M
f\
M
U'
i
c�
z
0
N
HAND HOLE--,, POLE GROUND TERMINAL
a #8 BARE COPPER GROUND WIRE 1
JUNCTION BOX
E- WIRE CAGE O C K W I S£
CONCR,� i E PAD 15° G 1 A C H
ME N T T O
R O M SIGNAL STANDARD IDENTIFICATION TAG DETAIL
TYPICAL E1 � �. F
SIGNAL ARM `r P 90• Signal Standard No. EXAMPLE; Signal Standard No.2
III I I I I ( / / / / 30" v
\ \ \ \ ATTACHMENT ALL HANDHOLES State Route No. SR90, MP 189.91
II I I jl % \ / /�\ // //� POINT Q Q AT 180' F-4 -1 2' =—I
6- #7 BARS '/ II II j// ' 15" ~
� ,\ xxxxx 02090 t �
4H
II I i 0' 180' 1 -3/4.,
/ II \/ XXX.XX 1 89.91
#4 HOOPS AT 12" CENTER �� �-H- \ �� SEE REMARKS 3' SQ. OR RD.
IN CHART BELOW PGLE ORIENTATION Fy�
ANOLE (P.0 -A.) Sate Route Numbers Shall Be A Minimum
CONDUIT SECTION A -A DEGREES CLOCKWISE Mile Post No. Of 3/8" High.
4 -GALV. STEEL ANCHOR BOLTS / LL, �J I / \� ED FROM OFFSET LINE 270'
REQUIRED SIZE TO FIT POLE REQUIREMENT \// I� — —+ j\ TO 0' POINT
q0 O BASE PLATE O 61 B3
O
_j �qY� LOCA7.ON STATION E35j B6 �1) B8
\ J —
a b 2 " x 8' COPPER CLAD a b 2 B7 f12
ET8AUC GROUND ROD POLE ORIENTATION AND ATTACHMENT POINT DETAIL a b
3' SQ. OR RD. PLAN VIEW
a 2
LEGEND NOTES
VERTICAL CLEARANCE
a. Vehicle Signal Head MOUNTING COUPLING INSTALLED AT OF "SET r 9 G 9 � G MINIMUM: 1$' -6"
b. Sign DISTANCE INDICATED IN CHART.
c. Street Name Sign =o -
d. Pre -Empt Detector O2 FIELD INSTALLED. _ 2 _ 2
e Pre -Empt Indicator ° 0
FOUNDATION DEPTH TABLE
Allowable Lateral
Foundation
XYZ (cubic feet)
Bearin Pressure
Type
- Type IL IQ- and SID must- arm standards. -
?psf)
LUMINARE
ARM (
600
900
1,200
1,500
1,900
2,300
3' Round
10'
10'
11'
11'
1
13'
15'
1,000
3' Srniar, -
8'
8'
9'
9'
10'
11'
B10
4' Round
8'
8'
9'
9'
10'
11'
B9
3' Round
8'
8'
9'
11'
13'
15'
1,500
3:
7'
7'
7'
8'
8'
9'
4- RD.
4' Round
7'
7'
7'
8'
8'
9'
3' Round
6'
6'
7'
11'
13'
15'
2,500
3' Square
6'
6'
6'
6'
7'
7'
4' Round
6'
6' 1
6'
6' 1
7'
7'
C
ID
0
a
E I JE
F � F
/ or
1[7
b
H hH
® 1 -
I I I I 9 9 G
O
I This table is based on a phi value of 26 degrees. For double most arm 2 2 H H C14 f. Luminaire j j j 1 j j standards, use the larger XYZ value for foundation depth selection.
g. Pedestrian Signal Head 00 I I °a I I I I I T I
h. Cabinet 2 LIMITS OF VERTICAL CLEARANCE REQUIREMENT I r-o-
i. Pedestrian Push Button Assembly, J -5a A, _,._ ROADWAY ""
j. Handhole PIPE PP8 TYPE PS TYPE I
PPB POST PIED. HEAD VEHICLE HEAD TYPE II TYPE III TYPE 1� TYPE 3Z =CURB EDGE OF SHOULDER
STANDARD STANDARD MAST ARM COMBINATION LIGHTING STRAIN POLE COMBINATION LIGHTING
SIGNAL STANDARD AND MAST ARM STANDARD AND STRAIN POLE
SIGNAL STANDARD STANDARD
IM
T 0 41i`
CV
Q
SIGNAL STANDARD DETAIL CHART FOR GRADY WAY AND WILLIAMS AVENUE INTERSECTION
STD.
Na.
OSTATION
ROADWAY REFERENCE
FIELD LOCATION
STRAIN
POLE
TYPE
MOUNTING
HEIGHT(FT)
SIGNAL MAST ARM DATA
LUMINARE
ARM (
POLE ATTACHMENT POINT ANGLES (deg)
FOUNDATIONS DEPTHS
(FT)
REMARKS
OFFSET DOSTANCES FT Z POLE rt TO ATTACHMENT POINT
WINDLOAD AREAS FT
OFFSET(FT)
LT. RT.
P.O.A.
CLASS
Al
A2
B1
82
63
B4
B5
B6
67
B8
89
B10
B11
B1
132
B3
B4
B6
87
B9
B10
Bit
TOTPL (rTy
C
D
ET
E2
F
G1
G2
H
ii
14
3' KU.
a Sq.
4- RD.
1
S. GRADY WAY (SR 515)
50 +17
42
X
5
H
19
39
31
26
20
17
6
9.2
9.2
9.2
9
6
1017
0
270
180
135
270
9
7
7
2
S. GRADY WAY (SR 515)
50 +88
35
X
90
III
19
35
39
35
31
28
23
20*
6
9.2
7.5
9.2
7.5
6
1337 **
16
270
0
90
180
135
0
270
11
8
8
TYPE 2 LUMINAIRE ARM
3
S. GRADY WAY (SR 515)
50 +67
46
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0
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19
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35
30
27
24
14
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90
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4
S. GRADY WAY (SR 515)
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17
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90
135
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11
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TYPE 2 LUMINAIRE ARM
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