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TRAFFIC SIGNAL PLAN -
FOR
DETAILS
UW MEDICINE; - VALLEY MEDICAL CENTER
TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS
3" (IM PIPE CAP NOTES
3" (IN) PIPE CAP 1. See Standard Plan J-20.26 for Accessible Pedestrian Pushbutton details.
TOP OF POST �
STAINLESS STEEL 2. Where shown in the plans. install plaque R10-32P PUSH BUTTON FOR 2 SECONDS FOR EXTRA
FLAT WASHER (TYP) - --- P p q ( ) ��
TOP OF POST CROSSING TIME" above the Accessible Pedestrian Signal (APS) assembly. Add 14" (in) to post
THREE 1J4" (IN) STAINLESS _ =+L f - height to accommodate plaque and leave a 2" (in) space between signs.
STEEL HEX NUTS I f `;�, *� 2 # 4 (TYP) TOP OF POST -� T (IN) PIPE CAP NOTES
1/4" (IN) • 1 1/4" (IN) LONG GROUNDING CONNECTION - I 3. Mounting distances vary between manufacturers. See manufacturers recommendations for mounting information. _ 1 SeP Standard Plan J-20.26 for Accessible Pedestrian Pushbutton details.
LJ STAINLESS STEEL SEE DETAIL AT LEFT (i c
THREADED STUD -- ; 4. Junction Box serving the Standard shall preferably be located 5'- 0" (19 - 0" Max.) from the Standard �#4 0 2. Where shown in the plans, install plaque (R10-32P) "PUSH BUTTON FOR 2 SECONDS FOR EXTRA
EQUIPMENT GROUNDING _- ; --- GROUNDING CO NECTTION- I CROSSING TIME" above the Accessible Pedestrian Signal (APS) assembly. Add 14" (in) to the PPB past height to
DETA
POST CONDUCTOR 10 accommodate plaque and leave a 2" (in) space between signs.
EQUIPMENT GROUNDING WALL - )--
CONDUCTOR AND FULL CIRCLE �aI ACCESSIBLE PEDESTRIAN m 3. Mounting distances vary between manufacturers. See manufacturers recommendations for mounting information.
CRIMP -ON CONNECTOR - CRIMPED ---" FIELD DRILL AND TAP FOR '{� O L I � SIGNAL (APS) ASSEMBLY 4. Junction Box serving the Standard shall preferably be located 5' - 0" (10' - 0" Max.) from the Standard.
WITH A MANUFACI URLR'S ` 114.20 THREAD BOLT (TYPJ w T"-' - ACCESSIBLE PEDESTRIAN I• oOo A
RECOMMENDED CRIMPER 5. Supplemental Grounding Conductor shall be non -insulated #4 AWG stranded copper and shall be clamped to vertical rebar
1/9 * _ , _ _ A g SIGNAL (APS) ASSEMBLY i n - - with a connector suitable for use embedded in concrete: Provide 3' - 0" min. slack. Attach to pole grounding stud with a full
- = r N FIELD DRILL AND TAP FOR i circle crimp -on connector (crimped with a manufacturer recommended crimper).
GROUNDING CONNECTION t WELD STUD TO POLE WALL TO he }
W DETAIL MAXIMUM EXTENT POSSIBLE 1/4-20 THREAD BOLT ) w
o (112- (IN) MINIMUM WELD) L'r--�;) a 10- (IN) OR LESS DESIRABLE - }m
O : '
O 5/B" (IN) DIAMFTFR ==' •? .,••� 18" ON) MAXIMUM r�
z HOLE (TYP.) �' - � - - - - •��, Y, 2�5 2 12" CLR. 9 111• T - - OF PUSHBUTTON 1/4• (IN) STEEL PIPE CAP 1/8
of z (TYP.) 1/2' (IN) STEEL -A� a
TOP OF POST STAINLESS
FLAT WASHER S STEEL
`n _ 1 1%j' (IN) DIAMETER PLATE • (IN) DIAM.
�(\ HOLE 5'8" (IN) DIAMETER ` 1' - 6" E
HOLE t7 SQUARE 5/HOLE DIAM. N 5I8 (IrJ) IxAM 5/8" LEIN) DULM.
In � (TYP.) --_� � HOLE (TYP.)
m PLAN VIEW pp HOLE
1 ,• POST DETAIL O 6" (IN) DIAM _ O w 114" (IN) • 1-114" (IN) LONG
Q Z BOLT CIRCLE b STAINLESS STEEL
O J O W O , r POST WALL THREADED STUD
,emsyg,6"(IN) DIAMETER {\] d 'DCHA/MFnEP) 1 #qmp)P= J P-ON O NNECTOROR AND F CRAMPED STEELHPX(NUTSIAINLESS
BOLT CIHCLL +` 1/4" (IN) STEEL 8" (IN) DIAM. yyTH A MANUFACTURERSEQUIPMENTT GROUNDING CONDUCTOR=EDGE OF 3' (IN STEEL PIPBOLT CIRCLECRIMP-ON CONNECTOR -CRIMPED
---- - PLATE /' FINISHED 44 -
1 72' 3 9/18" (IN) DIAM. 3' (IN) STEEL PIPE r ) RECOMMENDED CRIMPER
c SIDEWALK (SCHEDULE 40)
PEDESTRIAN PUSHBUI ION POST - % fo GRADE HOLE (SCHEDULE 40)
d CLR. GROUNDING CONNECTION DETAIL
3" STEEL PIPE (SCHEDULE 40) CONDUIT COUPLING - INSTALL FLUSH to ANCHOR BOLT TEMPLATE 1 WELD STUD TO POLE WALL TO MAXIMUM EXTENT
WITH TOP OF FOUNDATION (DO NOT = ^ �_ _ BASE PLATE DETAIL POSSIBLE -1/2" (IN) MINIMUM WELD
ANCHOR BOLT TEMPLATE GLUE PVC STUBOUT) �1-"Ti i CONFIGURATIONS VARY AMONG DIFFERENT MANUFACTURERS
O I � �
TOP OF EQUIPMENT EQUIPMENT GROUNDING
7" OF FOUNDATION I = J- rI1 1. b SIDEWALK I GROUNDING CONDUCTOR
3W' (IN) CHAMFER (TYP.) OP
II I CONDUCTOR BASE PLATE ASSEMBLY
TOP -
518" (IN) DIAMETER r • I n I i I I I ' I 3116 12" (IN) DIAMETER STEEL HEAVY HEX NUT, WITH
HOl F (TYP) �y PREMOLDED Rit-n* - 1/2" (IN) FLAT WASHER, TWO EACH REQUIRED PER
JOINT FILLER 2 1R• (IN) CLR. ' I • I I 12" (IN) STEEL BASE PLATE ANCHOR BOLT - MINIMUM OF TWO THREADS ABOVE
TOP OF II I TOP OF NUT OR 5/8" (IN) MAXIMUM (TYP.)
FINISHED GRADE N (TYP.) IF II II �PREMOLDED JOINT FILLER
8" IN DIAMETER Q FINISHED �I SIDEWALK II II GROUT PAD - INSTALL
( BOLT CIRCLE t v tl i ii i _^ 1/Y (IN) BASE FM.ATE- AFTER PLUMBING N -_
. I. a GRADE II I --Q2 # 4 (TYP.) SEE DETAIL STANDARD
1114 (TYP.) 3/8' (IN) DRAIN TUBE 11 I I i I I B •',
J - I i� x}�^ ANCHOR BOLT TEMPLATE ASSEMBLY �+ TOP OF CURB
�'.," "T • • 15
ANCHOR BOLT TEMPLATE - TWO REQUIRED J - CONDUIT COUPLING -INSTALL !' D j. TON)
ONSTUBOUT JOsep�i
12" (IN) . 24" (IN) FULL THREAD ANCHOR "'i" FLUSH WITH TOP OF FOUNDATION. - O OF 71A8NA 1
ANCHOR BOLT TEMPLATE ASSEMBLY - (DO NOT GLUE PVC STUBOUn Y -/ ,OS�p� BOLTS^FOUR REQUIRED - O 4`�' '�C
3 g/16•' (IN) (7y ANCHOR BOLT TEMPLATE - TWO REQUIRED �•' i, 'I il� II t t/2`CLR TOP OF SECTION O •P
DIAMETER ��cc..// ELEVATION (, DF MASj/A1 V (IN) DIAMETER 1/2" (IN) DIAM STEEL HEAVY HEX NUTS - i (TYP.)
SIDEWALK Z - > C 7
HOLE - - tO 112" (IN) • 18• (IN) FULL THREAD ANCHOR BOLT - nO `n'��' ''-.:4� tey� •yr ELECTRICAL CONDUIT FOUR REQUIRED PER ANCHOR BOLT -+ �-F. - - •-�
FOUR REQUIRED PER ASSEMBLY ;v >• r FLAT WASHERS - FOUR
L
^Y, REQUIRED PER ANCHOR BOLT3sezo O R� P I 712` (IN) DIAMETER STEEL HEAVY HEX NUTS - ��� .1 1' - s^ ••�
1r2" IN 3" (IN) STEEL PIPE o FOUR REQUIRED PER ANCHOR BOLT E- y SQUARE n II I �`4f IS % Gar
( ) -� (SCHEDULE 40) ' - - - "'-c-J--- P •o Q. n u JOINTFILLERS�ONAL E� STEEL PLATE BASE PLATE DETAIL FLAT WASHERS - FOUR REQUIRED P to . I• I II
PER ANCHOR BOLT O q 39620 O SECTION O is II
,f. �0 �, n ANCHOR SOLT I',ulvr. r„I
BASE PLATE ASSEMBLY - pA F CJ STEM �` '1 n ii TEMPLATE ASSEMBLY
EQUIPMENT GROUNDING • , p I F G REINFORCING STEEL BENDING DIAGRAM -
CONDUCTOR WITH
(IN F DIAMETER STEEL HEAVY HEX NUT. J B - � i
WITH FLAT WASHER, TWO EACH a COMMERCIAL CONCRETE ONAL � 'TT" � 2 #q (TYP.) � ACCESSIBLE PEDESTRIAN
3116 REO'D PER ANCHOR BOLT - MIN • SEE STD. SPEC.e-oT.1(2) PUSHBUTTON WITH
OF TWO THREADS ABOVE TOP OF _ aria% !col.'' , '`I I FOR BENDING DIAMETERS I STANDARD PLAN d 20.11-02
NUT OR 5rB- (IN) MAXIMUM (TYP) 135•
CURB
= ACCESSIBLE PEDESTRIAN HOOK m t.
to
- (TYP.) 1 6" 1' (IN) DIAMETER
SHEET 1 OF 2 SHEETS
GROUT PUSHBUTTON POST (PPB m #a ELECTRICAL
INSTALL AFTER 1" (IN) DIAMETER N I2) # 4 \� APPROVED FOR PUBLICATION
PLUMBING STANDARD > AND FOUNDATIO i CONDUIT ReEurmN,raao
3J8'(IN)C .tom - ELECTRICAL
g 1'_6• ��_ ��,[.� +I•nozola�aora
DRAIN TUBE coNDulr _ _ STANDARD PLAN J-20.10-03 \��
`P' 6 1 - 6" _ _ _ _ ---- - --- 1' - 1" ELEVATION STAIEDESIGN ENGINEER
SHEETIOFISHEET DIMENSIONS ARE OUT TO OUT \ PERSPECTIVE VIEWw•ahlgeescareD.p•nm.merTmnapertaxa
> . • _ M ---- TYPE PPB STANDARD DETAILS
- ' • a SOl1ARE _ ----- APPROVED FOR PUBLICATION
IL
0 2" (IN) PVC STU13OUT T� N" ID 1ou 1 iN rnt
0 0 FOUNDATION DETAIL - - - �- STATE DES" ENGN6ER
p AML "
DETAIL PERSPECTIVE VIEW "
- J WashinWon Stan D"m rd of TmnonnsportaAO -
LOOP SEALANT LOOP SEALANT LOOP SEALANT NOTES
SEE DETAIL "B", (PER CONTRACT OR (PER CONTRACT OR (PER CONTRACT OR
-50.15,
JUNCTION STANDARD PLAN JSEE DETAIL"A TOP OF EXISTING AS APPROVED BY AS APPROVED BY AS APPROVED BY 1. Fill the conduit trench to the bottom of the existing
BOX JUNCTION STANDARD PLAN JS0.15, PAVEMENT OR ) THE ENGINEER) THE ENGINEER) or new surfacing with CSTC, sand or controlled
SHEET 2 THE ENGINEER TOP OF EXISTING PAVEMENT
BOX SHEET 2 LEVELING COURSE OR LEVELING COURSE
(-NQUI.T
- 6q CONDUIT_ _ _ OF NEW PAVENENT OF NEW PAVEMENT density fill. Sea Standard Specifications
SEE ENTRANCE SAWCUT 2 2 Section 2-09.3(1)E,
DETAIL -THIS SHEET (TYP.) EDGE OF SHOULDER BUT 'i SAWCUT
_ 1/4' VNDE 1
SAWCUT
2 Minor Regional variations are allowed in the soft
op-__________________________________________________ p pocket closure. Consult with the Engineer or see
j LEAD-IN SAWCUTS SHOULDER EDGE OF LANE 2" (IN) LONG HIGH TEMP O O +�1 Y ON) LONG HIGH TEMP U O 2" (IN) LONG HIGH TEMP o the Contract for additional requirements.
z (TYPJ S w BACKER ROD BACKER ROD w 3
u C 24" OM CTRS. e;
BACKER ROD O F j U F
3 • ,� . Conductors shall be snug to the bottom of the
y a i za (IN) S. N + _ za (IN) cTRs. y ; u sawcut. High temperature backer rod shall be
w C o? a c�i 0? c u f o Q snug to the conductors and sides 0 cut
Ryp) 5 gip) w i o w a 10 o z `)I ;, o z 4. Fill the sealant to within 1/8" (in) to 3/16" (in) from
_ �' o N = i w m LOOP LEAD4N WIRES. • w top of saw cut.
4a 3'-0' w a Ei _ O H
o (RS
nP) z = SEE ENTRANCE (n,P) LOOP WIRE - o O LOOP LEAD-IN WIRE ^ o u TWISTEDMAX. 3 PAIRS • wa O 5. Se Standard Plan J-40.10 for additional Junction
g " SAWCUT DETAIL - MAX. 4 WIRES
z 4 THIS SHEET (TYP.)
ONE TWISTED PAIR Beox details.
------------_ o ----- CIRCULAR SAV---- T (TYP.)
---------- '--------------------_A-----------------------'--'--'---------- ''--' NOTES 6. See Standard Plan J-50.05 for splice details.
--- I A c r�
CIRCULAR SAWCUT
(TYP.)
3
111H 8' - 0' DL4M. (TYP.) c1
w
>
A 1 For Installation Notes and Details
see Standard Plan J-50.15.PAZ
Z
6 - 0" DIAM. (TYP.) g 2. For Sections A, B, C, and D,
See Standard Plan J-50.15.
3. All of the loop lead-in wires shall
- •� a -- -o- -
SECTIONS A AND B FROM
�A\� STANDARD PLAN JSD.10, �
SECTION \ / JS-.11,ORJ-50.12 SECTION nB SECTION
PVC CONDUIT SIZING TABLE
LOOP LEAD PAIRS
1 - 4
5 - 10
11 -16
17 - 22
23 - 28
�OF CONDUITS
1-2"
2-2"
3-2'
4-2"
3-1
return to the Junction Box.
ADD 1/16• (IN) TO THE SAWCUT
4. For Splice Detail, See O FOR IMSA 51 -7 CONDUCTORS
6'-0' 8'-0" 6-0" 8'-0' 6'-0" 6-_0• STATION# Standard Plan J-50.05. OADD 1 IS- (IN) TO THE SAWCUT
PLAN SEE CONTRACT MATCH EXISTING 2 FOR IMSA 51.7 CONDUCTORS
TYPE 3 STOP LINE LOOPS TYPE 3 ADVANCE LOOPS 5. For Loop numbering Layout Details, EDGE OF PAVED SHOULDER (SHOWN) r PAVING MATERIAL
see sheet 3. OR EDGE OF EXTRUDED CURB I
SAWCUT EXISTING OR EDGE OF GUTTER PAN LOOP STUB -OUT SLEEVE (1/4" (IN) TO 112- (IN)
PAVEMENT (BOTH E STA.NDARD JUNCTION OR EDGE OF TRAFFIC BARRIER BELOW TOP OF ASPHALT)
6. For additional Induction Loop Details, T)
JUNCTION SIDES OF TRENCH) TRENCH WIDTH BOX 1'-0"APPROX.
BOX
see Standard Plan J•50.15. FULL DEPTH
TO. SPEC. b20.3(5)
SEE DETAIL "A", TOP OF EXISTING SPLICE- LOOP LEAD-IN WIRES- SAWCUT SAND
_ STANDARD PLAN J-50.15, PAVEMENT OR SEE NOTE 6 TWISTED PAIR C•
SHEET 2 LEVELING COURSE MATCH EXISTING
EDGE OF SHOULDER CONDUIT EDGE OF LANE OF NEW PAVEMENT PAVING MATERIAL
v 1'. . EXISTING
PAVEMENT
LEAD-IN SEE ENTRANCE t JOSEp� M < JOSEp�,
SAWCUTS(TYP.) DETAIL -THIS SHEET (TYP.) W f( O •. CONDUIT END BELL
O OT pASyJ
C 4Q ACA 9 DETECTOR LEAD-IN O -9 m BUSHING, SEAL WITH O VqZ kT 9
CIRCULAR SAWCUT
W "�•� ��'- gy P ��.. CABLE ..�. O O SOFT DUCT SEAL 4V
3 -� LEAD-IN SAWCUT T `"1 m w F _,
P"
(TYP.) Z f/ F, - _ „� i < POCKET CSTC, SAND
, .a _ Q- a OR CONTROLLED •o
z , CSTC, SAND u DENSITY FI_L y
(TYP.) , O 39azo O w OR CONTROLLED CRUSHED SURFACING fn tD O O 3e820
O <v
g = LOOP SAWCUT +a' $e RE CENSITYFILL rl '7' RE'C BF'
'� N O LOOP LEAD-IN WIRES - F I S T%
o I CHISEL OUT 11W (IN) TO 12" (IN) CORNER �J•SV ONSAI. 8` ',' ~ TWISTED PAIR SS�ONAL b�yG
---- �------------- ---------------------• w ) REMOVE PAVEMENT TO SAW-
i LEAD-IN i CUT DEPTH AND FILL o- CONDUIT
B A I SAWCUT WITH SEALANT (TYP.) Bailey.Ted SEE SI C GDTABL'E TO CABINET LEAD-IN
I i Jul I E 2017 9:56 AM CONDUIT Jul 1182017 9:57 AM
z CONDUIT yy
SL' i 90• I CENTER OF LOOP AND TYPE 3INDUCTION LOOP TO LOOP TIC CONDUIT INDUCTION LOOP DETAILS
6 - 0" DIAM. (TYP.) I I VEHICLE LANE
z' -o" STANDARD PLAN J-50.12-01 L 50' LIAXIMUM DISTANCE STANDARD PLAN J-50.15-01
SEE STUB -OUT CONDUIT PLACEMENT DETAILS
SHEET 1 OF 3 SHEETS SHEET 1 OF 3 SHEETS
APPROVED FOR PUBLICATION JUNCTION BOX PLACEMENT LEAD-IN CONDUIT SECTION APPROVED FOR PUBLICATION
6 - 0" B' - 0' 6' - 0' c.mn,u•i.a SEE NOTE 5 MAX. 50 FT POCKET SECTION e•'°"'"•a`"
3:!'ui.! 1"fl11Ha-la nM t,;(�'�/ lW S+NOa tlAA1
PLAN Agib, STATE DESIGN ENGNEER SECTION OD SECTION O STATE GESIGN ENGNEER
TYPE 3 SAMPLING LOOPS ENTRANCE SAWCUT DETAIL Vr,, waahle•+•n slot, D,p•T+••e+el TTen•penerleG wmldna+•R slot. D.pe +m.nf eflmnapn c+ien
19TENW
Transportation Engineering Northwest
Transportation Planning I Design I Traffic Impact & Operations
PO Box 65254, Seattle, WA 98155 1 Office (206) 361-7333
Project Contact: Chris Bicket, P.E.
Phone: 425-250-5002
07/18/2=
REVISION
SURVEYED:
DESIGNED:
JLS
DRAWN:
JLS
CHECKED:
GMD
BY DATE APPR APPROVED:
CTB
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
C TY OF
U-Il lkalg
RENTON
Planning/Building/Public Works Dept.
T-399117
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TRANSPORTATION OPERATION
cbarnes 09/19/2018
TRAFFIC SIGNAL PLAN - WSDOT DETAIL
UW MEDICINE - VALLEY MEDICAL CENTER
TALBOT ROAD INTERSECTION UPGRADES
400 SOUTH 43RD STREET
RENTON, WA 98055
DATE:
7/18/18
FIELDBOOK:
PAGE:
DRAWING NO:
TS5.03
SHEET: 17 OF:
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