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TRAFFIC SIGNAL PLAN - CITY DETAILS
FOR
UW MEDICINE - VALLEY MEDICAL CENTER
TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS
TOP OF FOUNDATION LEVEL W!
GROUNDING CONDUCTOR NON-
INSULATED 1N4 AWG STRANDED
TOP OF FOUNDATION LEVEL W/ GROUNDING CONDUCTOR NON.
INSULATED #4 AWG STRANDED
NOTES
SIDEWALK OR ABOVE SOIL SURFACE
-
COPPER - PROVIDE III N. SLACK
SIDEWALK OR ABOVE SOIL SURFACE- i COPPER- PROVIDE S MIN. SLACK
1. This structure has been designed according to the Fifth
SEE STANDARD PLAN J-26.15
( ROUTE CONDUCTOR TO GROUNDING
SEE STANDARD PLAN J-26.15 SIGNAL POLE ROUTE CONDUCTOR TO GROUNDING
1
Edition 2009 AASHTO Standard Specifications for
FOR PLACEMENT DETAILS
SIGNAL POLE
STUD )
FOR PLACEMENT DETAILS STUD
I )
Structural Supports for Highway Signs, Luminaires and
X- r-0' OR LESS
NOTES
GROUT W ! 318' 1
DRAIN HOLE
CONDUIT COUPLING - INSTALL FLUSH
WITH TOP OF FOUNDATION DO NOT
GLUE PVC STUBOUT) (
CONDUIT COUPLING - INSTALL FLUSH
rc GROUT W i 318' INtt WITH TOP OF FOUNDATION DO NOT
i (j DRAIN H�E 1 GLUE PVC STUBOUT) (
Traffic Signals. Basic wind velocity is 90 mph, Design
Life/Recurrence Interval 50 years, and Fatigue Category III.
r-a MIN xM ALUMINUM xu a
1. Mounting brackets w h steel straps shall be a stainless
I
2. Foundations are designed for Type It. III, and SD Signal
! 2'-9' MAx. WIHt�FAM MIN.
steel band and buckle system product or an approved
�`+
I
Standards with a maximum mast arm length of 65'.
1 I') i
i
equal. Mounting brackets shall be universal channelN
q 9
clamps; steel straps shall be 314" (in) wide and
0.030" (in) thick.
EARTH EMBANKMENT
to t� xx AS REQUIRED ^SEE
DETAILS
o
lu
H-and
EARTH EMBANKMENT
AS REQUIRED -SEE
To f� PLACEMENT DETAILS
3. Foundations are designed for Single Mast Arm Standards
Double Most Arm Standards with 90° between arms -
SIGNALPLACEMENT
STANDARD i I _._._
--- - SIGNAL HEAD
2. All signs installed on mast arms or standards (poles)
require windbeams. All signs shall be installed with
'
p ya 2
I i u
1' I II' 11
EXISTING GRADE
c w/�
`Sg�av%
3 i Ili n
N 2 i I 'J EXISTING GRADE
'1'1
Special foundation design is required for Double Arm
Standards where the angle between mast arms is other
t----_--��, -- v---•�-_ - - - BACK PLATE
-
horizontal edges level. A skewed windbeam is required
only when the sign is mounted within 12" (in) of the
o
�,-'^III II
u
2
= IS
r a
-l� I z
n u I MAX.
than 90•. For Double Mast Ann Standards with 90'
between larger XYZ value for foundation depth
mast arm base (see Detail "A").
a
rc
I MAX.
w a?
GROUND SLOPE
arms, use p
o wN
u
GROUND SLOPE
1 I
S81eCti0n.
3
5'(SEE NOTE 2) 3. The street name sign shall be a maximum of 36 square
'eet the height is maximum 3'
Om
i I- C,z
pJ�U
;�l
ANCHOR BOLTS &ANCHOR
ZchOl'�L
U,p
p_- o
ANCHOR BOLTS & ANCHOR
4. Foundations not within the parameters of this standard
'
MASTARM 8115E
and sign a of (ft); signs
require a special design
Larger than 36 square feet p g
lu C Hrn
cK o 0,
PLATE SUPPLIED BY SIGNAL
POLE MANUFACTURER
LL w
-'
5 PLATE SUPPLIED BY SIGNAL
POLE MANUFACTURER
require Special Design. Contact the WSDOT Bridge and
!
1 BACK OF SKai PANEL
mast arm and signal pole.
O �Uo #6 HOOPS
u Z
G1�in 1'-O'CENTERS
O 1-a
w n.5
LIMITS OF EXCAVATION 1
O
Structures Office through the Engineer for Special
9 9 P
i
'
i i w
w c6 JO
m w �'•
(TYP.) I 8-#SBARS
I
IY4 HOOPS r . EVENLY SPACED
Foundation Designs.
VIEW -LOOKING FROM BACK
i .��
r 0--+
EVENLBYASPACED
< rw
C
1'-0"CENTERS I
5. Where a foundation is constructed within a Media Filter
f
i
m o0a
w ¢M
Drain. the foundation depth shown in the Contract Plans
3"CLR.
(NP)
N z
/ _1shall
9�_
be increased by the depth of the Media Filter Drain.
x - MORE THANN - Cr BUT NOT MORE THAN 6.0
Y19 (IN) ALUMINUM
UCORRUGATED
METAL PIPE
6. The top 2 feet of the foundation shall use a smooth form
XJ2_
RIVET ITYP.) - 4- (IN)
Max SPAZING
I
(such as paper or cardboard). After the concrete has
1'-O MIN. 1'-0' ALUMINUM 1'-0" S SIONILL HEAD
7
- i L
w
3' - 0' SQUARE
UNDISTURBED
T - 0 3' - 0' OR 4' - 0' UNDISTURBED EARTH
cured, this entire form shall be removed -
I VW40BEAM RACK PLATE
! 2'-WMAX RYP.I MIN.
i
C
°
OR ROUND
OR 4'- V ROUND
EARTH
MIN. ROUND ITYP )
(TYP.)
7. For design parameters between the values listed in Table.
i
!
z FOUNDATION
REINFORCEMENT DETAIL
FOUNDATION REINFORCEMENT AND BACKFILL DETAIL
depth requirements may be interpolated between the
SIGNAL i
!
w CONCRETE CAST DIRECTLY AGAINST UNDISTURBED EARTH, DRILLED SHAFT
O6 CONCRETE CAST WITHIN A CORRUGATED METAL PIPE STAY -IN -PLACE FORM
values provided.
STANDARD
--- - - --- `-
BACK OF SIGN PANEL
m ALTERNATE # 1
ALTERNATE # 2
8. Install Signal Foundation Identification Tag. See
_._.
_ _-_ - - - - - - -- . i •
" -
1 CONDUIT SIZE AND QUANTITY AS SHOWN IN THE CONTRACT; 41 PAPER OR CARDBOARD FORM SHALL NOT STAY -IN -PLACE
O
Standard Plan J-26.15 for details
___ - - -'--� I
It
1
CAP BOTH ENDS.
---
CLAMP CONDUCTOR TO STEEL REINFORCING
WITH LISTED
ALTERNATE
CONNECTOR
02 -CONSTRUCTION METHOD
>
0 SEE NOTE 5
METAL (SUBSURFACE) FORM REQUIRED
DETAIL OA
SUITABLE FOR USE EMBEDDED IN CONCRETE
LEVEL
TYPICAL FOR EACH CONNECTION
!
MAST ARM BASE
�� BACK OF SIGN PANEL
VIEW - LOOKING FROM BACK
SIGNAL HEAD
�1 C' N,SB
0
x = MORE THAN C - '
BIVCI( RJ1TE
BACK OF SIGN PANEL
O Ol YABbj�l�j.
RetO
9
EQUALLY SPACED
1'-O'NIL 1'_(r 1'-0' 8'
UNIVERSAL CHANNEL
CLAMP (SEE NOTE 1) 10
I 2'-B"MWL.
I
MIN
i
o q 2sas o Q•
'O10 BOr Stsv 1?
!
SIGNAL
MAST ARM
�S/ONAL Q�G
John
STANDARD
- -
,
tun 2220159:49 AM
_ iT- - - - -
- - -
SIGN INSTALLATION
_
_._._ - - --- ^ -- ' " _ _ _
ON SIGNAL AND
LIGHT STANDARDS
LEVEL
STRAP
STANDARD PLAN G-30.10-04
i I I i
SHEET 1 OF 2 SHEETS
!
VAST ARM BABE WINDBFAM BACK OF 810N PANEL
WINDBFIJA
APPROVED FOR PUBLICATION
L'a,P `left
CrYP)
Jun 23 2015 7:31 AM
VIEW - LOOKING FROM BACK
- s.en:mureA.x®r
MAST ARM -MOUNTED STREET NAME SIGNS
TYPICAL MAST ARM INSTALLATION
W.Mirq,en SM. D.psr".n, M Tnangrorb,i",
W/
When the existing soil will not retain a vertical face, over -excavate the found-
ation area and install a 36' or 48" diameter corrugated metal (pipe) form.
The top of the corrugated metal form shall terminate 1 foot below final grade.
Continue forming to full height using paper or cardboard form to achieve a
smooth finish on final exposed cement concrete. Support the form as
necessary to remain plumb.
Place the concrete foundation. �0 Q• ZrEL�
After concrete has cured, remove the
entire paper or cardboard form portion.
(D Sharing or Extra Excavation as re-
quired. Excavated area shall be .a
backfilled with Controlled -Density 10 `� w
Fill i CDF), or with soil in accord- 9.e8 25 70 4
ance with Standard Specifi• �9ZONAL g�G
cation Section 8-20.3(2)
and Compaction Method 1
of Standard Specification - JwW 211201=°u K:25 nn,
Section 2.09.3(1)E. o
TRAFFIC SIGNAL STANDARD
FOUNDATION
STANDARD PLAN J-26.10-03
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
AWL
9TAfEMSKAd ENIGINEER
Vrwashinpran S w Oapovn.re of Tmn.poraim
NOTES BLIP PLATE + ," (IN) QUID. HOLE (TVP I - T 8- (W0 DWM. HOLE (TYP.) "�• � I sup PLATE I
2'-Cr 1. Clam bola shall be tightened t0 5D ft-lbs max. torque After state ins eation, burr rhreads to revent iun"t A3>'Z Gfi f ,' -3" DIAM.
REINFORCING STEEL BENDING DIAGRAM � Clamping (XJ 9 P P ORASTMA580R.50 I TAPERED STEEL
nut rotation. UQ NOT U1IERTIGHTEN. DIAM. BOLT CIRCLE r I SHAFT WALL
SEE SM SPEC SWA(2)FOR BENDING CLAM. ,"ice WWI. .`� a6 ' r/ BOLT CIRCLE �Ep� t
F1DLE (TYP-) �EL�sRAF7 2. The final height of rN2 Anehor Bolts shall be below Te tap Of the slip plate assembly to ensure proper to r - 3^ DIAM_ 2 POLE BASE r -. e ( �i8 BASE
a -�R. [Il'P.] PLATE
1' -7- --- (SEE NOTE 1) r---- _ function Df the slip base. 1_ 8 -`.t'•- r ' BOLT CIRCLE L,L l N 111E (IN) ' y,4 , 3+10
~ O 2 LQCLR. j 3. Supplemental grounding conductor shall be non-irisulated #4 AWG stranded Copper and shall be damped , �-
��•`Y _ _ --- ANp10R FINITE
13s to SrrP.) + _.-. b to reticeE rebar with a cnnrrector suitable for use eTnbeddad in mnrretlz: Provde 3' - 0` min. slack- Attach t0 4 G - - H
l I._
{rr_ pole grounding stud with a full cirGe crimp-0n c7ririedor(crimped with a rnanufacil Ter recommended crmper). _ i gECTlply t G I i gECTIDN [ H 1 EQUIPMENT GROUNDING
HOOK ` W (IN) DIAM. BOLT -t'.. Y, ! : i -� .- ' LJ �1
fTYP.} 0 rG CIRCLE j #E =- �i 4. Junction bo-xservi the Smindard shall refers he located 5'- d' 10' - C" Max. from the Standard. I .`r- • ! ` r r ' d CDNDI1crQR
-- - _ P { 4'p1N1 DIAM. 7-(IN) DIAM. HOLE n T [INN DIAM. HOLE _ T SIGNALCl 5T15NDi11�
f141 374' (IM STEEL` yJS �ECANdJR +� - S PrOYIdE Cable tie a1 wiring enlleri ng the junction box {for slip base installations only} -See Detail A. HOLE I f BASE HATE - - r G WAVY HEX CLAMPING BOLT
ANCHOR PLATE - � 'LEPER PLATE A8TMAM 1 � * GROUNDING MO V07HNUT-
----_ -- j {TYP-) -3i*' fiM OU171. iOROVE
PLATE WITH HOLE - y15 Standard Pie J-26.70. &r (A F; ASTMA5Ti OR 50 Y_ S 1� _ B• a 1R' SEE STANDARD PLAN J 202e FOR CLAMPING BOLTS (SEE NOTE 3)
POLE WE r 110- (IN} �y PYP) OR ASTM ASB6 r GROUNDING CONNECTION DETAILS
CENTER ANCHOR BOLT 'ti'J='1 6. r Plate shrill not gXlefld beyond tha edges of tlL¢ pole t7850 plate, tr Is 1rz- in GAGE SHEET META_ FOR DMENSKM NOT SHOWN. 36C [II'Q DIAMETER STEEL HEAVY
ASSEMBLY IN FOUN6ATION ROWTREO'0. PLACE BETWEFN POl RASE PATE AND SEE SLIP AND ANCHOR RATES DETAIL SUPPLEMI-NTAL 0ROUNDIING
COI;1DUCTOR (SEE H07E S
BASE PLATE DETAIL FOR DIMETSII]NS NOT 51'105VM, SLIP PLATE ON TUP OF M IDDLE YjA.5 HE RS • i CLAMPING BOLT_
DBrBIS1ONS ARE Cur TO OLIT BASE PLATE DETAIL SECTIt71i 8 SEE STANDARD i LAN J•28.42
Q4''1 SEE WHIOATE DETAIL KEEP ER PLATE DETAIL )�.)
314' (INj DVAE-IER STEEL #,ERVY PLATE WASHER
SLIP 0.N0 AN:FIOR PLATES DETAIL HEx NUT AND FtARDFaItEA WASHER-
Q9 IL'1 EK1F7i REQG- TOP*r SIGNAL STANDARD EQUIPMENT GROIJNOM, [2 *4 7� T1MJ EA[hi RE1 I(I�FO❑HOR A/ICr10R RATE LOT Si (14 BASE PLATE
--- ••_ SUPFNFTER COl1Ol1GTtOR TOWARD ROADtAOIY EIGHTREQ'0. 71� (1r1) DAM. 7
MOLE 1AIr 8MOOTH - TOWARD ROADV AY 29 %kN KEEPER PLATE
• - - "• ,l' } E 2 (1N) PVC 3TUBOUT a -- - CFWIIFEF� E Q # T 31S {IN)D DRAIN HARDENED ROUND Vw44SHER
!�):: -- O CENTER ANCHOR BOLT •_ 11'P TUBE IN GROUT PAD GROUNDING STUD WITH NUT 4 A$SEA OIN FOUNDATION - 1J�, fill - SIZE TO MATCH
SEE STANDARD PLAN J.21LZO FOR 1y CENTek AtYL;NOft OGI f _ 'r
;r�i• r� J .• p p i' GROUND OCNNECTICH DETAILS ! 9A_SE PLATE ASSEMBLY -1r4T [IN) z �;.-`•- ASSENRLY IH FCIIHDATION 4 +,y TOP CONCRETE CLAMPING ElOti
ELECTRICAL :I�`+-.: _ ;• i DFAAI. STEEL HEAVY HEx MIT. WITH w " i. 6 i >s- _o' EIGFR FOUNDATION
tr
- .' O+F4 PAVED SUI#AOE
_ FLAT WASHER -TWO EACH REQ'D. r• 1 ON) KIP PLATE
(>OHDVTT _ I SUPPLEMENTAL GROUNDING CONDUCTOR rPERAN:110RBOLT-M1NIMV4OF _ ;." - _:-.•-��' .. L -
n :. S MiN
}� ELEC7WAL CONDUIT ! " --: � I ..I FED
SIGNAL STANi14RC ! {SEE NOTE 3] TWO7HREADS ABOVE TOP OF _ 'F . "I GROUT PAD - INSTALL
m V / _ sr UNPAVED --
o CENTER ANCHOR 81 _ _ ! 3M' (IN) STEEL EASE PLATE f4LL1-T OR 541' N MAXWUM TYP. f •� . r" . , ) - M SURFACE r, _
A$$ErmLY IN FOUNDATION (SEE UETAIy I O) ( } n � - "-�' •,f� iX (14 THICKI- 7 (I� ELECTRICAL CONDUIT � :� y� - 2 1 � Cut
, r` � � _ AFTER PLUMBING
i . ' ' 'd'. - STANDARD
, w_
i r TOPOF FOUNDATION MDE E 23r4• ON) LONG - � - e ''
SECTION A '- GROUT PAD - INSTALL AFTIER 2 4 STEEL BAR 1 r ti v1i ) "
PLUMBING STANDARD 1 PREMOLDED PAVED
SEE DETAB,.S ABOVE MATOILILE FOR JOIKT FILLER SNRFAGE 5 •- 13EC'TION D PLATE WASHER DETAIL --'--... _... GROUT • • ' '
SQUARE CONCRETE FOUNDATION - Y'a" (IN) I.D. DRAW ,:4. EE DETAILS ALOVE MTICILIE VIELL (T}P,) LEYFLIIIG NUT {1YP I -•
i e UNPAVED TUBE IN GROIfT PAD �_:_. (i ! ! Y 2- FIXED ME 30UARE OOHCRE`IE - ... .. I I 2W M HEAVY IEX NUT
�'� ' ' AHD RDEJJ® YVASfBR
MATl7'LIIE 115E DETAILS ABOVE MATClflE FtgR SURFACE � FCUH DAT101; SHIN 1 � SEE DETAILS ABOVE NATCHUHf - SECTION ( E I 314- (IN} x 2' • 6- ANL7iOrt BOLT [1YP.j - �� '
i FOUR 1REQU14ED (SE i I 4] ROUND CONCR ETE FOILM1A110N ! 1- TD 2' 8" (IN} DlAlill. HOLLOW IM ! ! ! -- �- - M7CFLIC FIXED SASE SQU+�E L-OM..RETE CONDUIT CDVPLNG -INSTALL FLASH
y • -- -- FOUNDATION, SHEET 1 !
CENTER OF GROUT PAD ,1 LE?�IEIJ MG NUT rVP.] -- -- MATCNLIIE
r ----- CLAMP pVNp1fLTOR7D VATH TOP OF FOUNDATION P* NOT
i ! - STEEL RENFORCING WTI GLUE PVC STUBOUT)
-L_ MAi 1ME ! ANCHOR BUT fiS P.) 314 (N}CHAMFER Aq LSUfFABLE ELECTRICAL C{HRiaF-
Yf' I N; CHAh1'ER ITVP Y ---- i - UNPAVED SUR=ACE - - FIVE RE:Q D. 9I41" OM CFUII�ER {TYP.) I" EMS EDDIED IN CONCRETE SEE CONTRACT FOR DIMIL
UNPAVED SURFACE - D PAYED I (i ! CANDUR COLT NO - •NS TALL FLUSH _ I 1
SURFACE I WITH TOP OF FOUNDATION 6- ON DIAM. HOLLOW STEEL REINFORCING
M' (IN) CHAMFER [IYP.) , 1 184 CLAMP CONDUCTOR TO ga ut I_❑PR THREE RE9'P
STEEL RE714FORCING (DO NOT GLUE PVC S'UBOUT} UNPAVED SURFACEARS
THREE REq-D. STEEL REFFFORCING R ayRS - - -- - .]DINT FULLER GROUT PAD DETAIL F
py(piADE(} INCiN ENTER F
rl - PA 0 RF C 11STED _
L p 3 4H VE S✓a RICE PAVED SUITABLE FOR USE m' 10 E
' "Tt•i' ��A� EMBEDDED IN CONCRETE I�, �p%j _ E L SQLI1lRE FOLRJDATION 51101MJ
B EIECTAIGAL CONDUIT - SEE r 4 o-'<• �J• r 2_ 7. I-
i ) n tr , COMTRACiF4R OV1MtETER DETAIL C _ J3 i7 Ivy (IN) ❑uuu. y
`�j' _
[ YP.) p - • - 6O� q 39exaT�O EIGHT 0. I h y• EIGHT III•I I f -{ ALL GYTACK ER.LAPPINO �0+� fir$ s�p��q •i��
ON) E _ LaaCATia?N,° {Tiro 1 FPS f STY aOt
_ _ r r •. ; 114' STEEL 8 �U j �✓� _ I
- - -- a ELECTRICAL ' i{_H` Y[INJOIA7YL PLATE S�ONAL ELECTIRlCALCONOUI'T- I J- v ELE-CTRK'.AICORD UIT� -- - 7 n yOYAL
SEE CONTRACT FOR DIABL 4 SEE CONTRACT FOR DIAM_ - a - 4� H.,
ELEGTC ONT CONTCO RACT FOR
R SEE CONTRACT FOR DIAM. ° a• - _ :'+ HOLE (TYP•) -- _ ire. 1,�,,.„I s
CWITFACTFOR DM. � �'d4 � _, �'•• � _... - � - Ile.k1. 1.,L � L I• -
FIVE FEQ'D. �"1: '.tV 'e Y' 3m }•'ntT s-_+i•tt - ' °�
ANCHOR EQLT ASSEMBLY - ' "• ` '' . n 1 1J2' r 1 irt' = 1° ANCHOR BGLi ASSF:IABL.'M
ANCHOR EDLT �kPLATE ANCHOR BOLT ASSEM BL'J1 ,moo_
TWO REQ'O. PEF ASSEMBLY ANCHOR BOLT ASSEMBLY •� . - . s1 TYPE P5 TYPE '} RM STRAP EMPLATE - a - JI STRAP TEMPLATE - - -r4• BN] STEEL EAR {TVP.t TYPE PS, TYPE 1 RM
t
b_ a ANCHOR t1PLT TENPLIT£- W FB SIGNi4L STAFjDARD THREE TAt (IN1 SrEL BARS - I a - I- $ ^ THREE 114" (1H} STEEL aARs - r [IN) vuTDE ., -s Lave 8 FB SIGNAL STAWARD
ANCHOR SOLI`3 - !1 TIND REQ'D PER ASSEMBLY ••. •�� - �. A 9- [INNJ BOiT CIRCLE TVA RECTD. PERASSEMBLY _� TWO REO)D_ PER ASSEMBLY R3
a04' (ILI) x30' 1N) FUIL THREAD - � - - FOUNDATION DETAILS 4 a � 2 tr CUR OYP.• u � FOUNDATION DETAILS
THREE REO'D PEF ASSEMBLY 11 ;; ANCHOR BOLTS - n 3W (IN) x Zr (IM FULL I/ {!L 1I X4' (1N} x 3� PMl FULL r 8TRAF TEMPLATE DETAIL
jW'(IN) DIAMLTER STEEL : WON) A wpi, FULL TFrttEAD STANDARD PLAN J-21.10-04 THREAD ANCHOR BOLTS - •rt• '�--E- THREA❑ANGHDR BDLTs - 2 • rr STANDARD PLAN J-21.10-04
HEAVY 1FX NUTS -- FOUR REQ'D. PER ASSEMBLY 2 1r7' CLR. ❑ ANCHOR BOLT TEMPLATE THREE REQ'D. PERASSEMBLY THREE RE4'0-PER ASSEMSLI` SQUARE r.1
SHEET 1 Of 2 SHE ET5 SHEET 2 OF 2 SHEETS
FOUR REO'D. PER ANCHOR BOLT P 1R' aR d 3N.' (IN) DIAMETER STEEL 2.' _ 314' (IN) DtAMLTER STEEL $ 1!Y CLR. {TYP.) 5 3r4" ON) DIAM ETEIR STEEL
OD HEAVY HEX HUTS - p APPROVED FOR PUBLICATION HEAVY IEx NUTS - �- -- 93 HEAVY }iE31 NUT'S - AFl°ROVEQ FOR PUP-IGATIRN
FLAT AIASHERS - SQUARE --
FOUR REO'D. PER ANCHOR BOLT' 4 FnLNR REQ'D. P£R ANCHOR BOLT ,-„ ,... y FOUR REO'D. PER ANCHOR BOLT 2' - 0' FOUR RE4T3. PER ANCHOR BOLT AIL-
'
rry lY-w
2' - T FLAT VW15Fi6i-5 + - W FLAT VASH ERG - ROUND n FLAT WASI4ERS -
ILr]LIN>7 FOUR REQ•D P'ERANCHOR BOLT SrATRi111111 1rffilft l FOUR REO'D. PER AWHOR BOLT. FOUR REQ'O. F, ANGLIpR BOLT
ELEVATION ELEVATIDR wmnirymn irrr owv� or Trans Common ELEVATION ELEVATION,�,� y� Dryer jT�„
ROUND CONCRETE FOUNDATION DIE TAIL FIXED BASE SQUARE CONCRETE ftDUMkTIONDETAL T!r ROUNDGONCRETE Foup"TIOn DETAIL SLIP BIBISE 5QUARECONCRETE FOUNDATICN DETAIL
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
t;3 S,G`
ONAL•"C� -d
07/18/2=
FOUNDATION DEPTH "D" TABLE
ALTERNATE # 1 DRILLED SHAFT -TYPE CONSTRUCTION
FOR LATERAL BEARING PRESSURE = 2500 PSF & 0 ■ 341, 1500 PSF & 0 - 281, 1000 PSF & 0 - 26'
GROUND SLOPE- 3H :1V OR FLATTER
GROUND SLOPE - GREATER THAN 3H :1V TO 2H :1V
ALLOWABLE LATERAL
BEARING PRESSURE
FOUNDATION
TYPE
XYZ (FP)
ALLOWABLE LATERAL
BEARING PRESSURE
FOUNDATION
TYPE
XYZ (FT')
700
900
13M
IM
1900
2300
26DO
30M
700 1 NO 1 1350 1 1500 1900 1 2300 1 2600 3000
1000 PSF
T-0"ROUND
10'-0'
1a-0'
IV-0"
11'-0'
IS'-0'
18'-0"
20'-0"
2110'
1000 PSF
T-O'ROUND
SPECIAL FOUNDATION TYPE
3'-0'SQUARE
V-0"
8-0"
9-D"
W-0'
to'-0'
11'-0'
12'-0'
12'-0'
3'-Or SQUARE
SPECIAL FOUNDATION TYPE
4'-0"ROUND
8'-0"
8'-0"
9'-0"
9'-0'
10'-D'
11'-0-
12'-0"
12'-0'
4'-0"ROUND
SPECIAL FOUNDATION TYPE
1500 PSF
3'-0"ROUND
8'-0"
8'-0'
9'-0"
11'-0'
IT-0-
15'-0.
18,-0"
18'-0'
1500 PSF
3'-0"ROUND
11'-0'
11'-0"
17-0'
14'-0"
16'-0'
18'-0'
21'-0"
21'-0'
3'-0"SQUARE
r-o"
T-0"
T-0"
8'-0"
8'-o"
9'-0"
10'-0"
10'-0"
3'-0•SQUARE
10'-Or
1G-0'
10'-0'
11'-0'
11'-D-
tY-0"
13'-0"
13'-0'
4'-0"ROUND
T-O"
T-0"
T -o-
a' -o-
a--0"
9--O"
to--o-
10'-0'
4'-O-ROUND
10'-D'
to'-0"
10'-0'
11'-0"
11'-0'
17-0'
13'-LT
13'-0'
2500 REAT
OR GREATER
3'-0"ROUND
w-0'
6'-0'
T•a-
B'-0'
9-0"
1 11'-0"
16,-0"
16'-0'
2500PSFT-
OR GREATER
3'-O'ROUND
9'-O'
9-0'
IW-0'
12.0'
12'-0"
IV-0"
Is'-0"
18'-0-
7- 0'
6'-w
u-(r
u-D"
T. it,
T-o"
T-0'
8'-0"
&-0"
O'SQUARE
T-G"
9'-0'
9'-0'
B'-0'
10'-0"
10'-0'
11'-0"
11'-0'
4'-0'ROUND
I V-0'
6'-0'
1 6'-D•
T-0-
T-0"
T-O-
8' 0"
v -o-
4'-O'ROUND
9'-0'
7-0'
9'-0"
9'-W
10'-0'
117-0'
11'-0"
1V-0'
ALTERNATE # 2 CORRUGATED METAL PIPE TYPE CONSTRUCTION
FOR LATERAL BEARING PRESSURE = 2500 PSF & 0 = 23', 1500 PSF & 0 = 18', 1000 PSF & 0 = 17•
GROUND
SLGPE- 3H : IVOR FLATTER
XYZ IFT-)
GROUND SLOPE
- GREATER THAN 3H : 1V TO 2H : 1V
ALLOWABLE LATERAL
BEARING PRESSURE
FOUNDATION
TYPE
ALLOWABLE LATERAL
BEARING PRESSURE
FOUNDATION
TYPE
XYZ (FT-)
TOa 7
900
1360
ISM
1900
2300
29DO
3000
7a0 1 an I 1360 I 1ti00 1 1900 1 2300 1 2600 3000
1000 PSF
Y-0"ROUND
to'-0"
10'-0"
ll'-0"
16-0'
20'-0'
25'-0"
28'-0"
28'-0'
1000 PSF
T-O-ROUND
SPECIAL FOUNDATION TYPE
4'-0"ROUND
8'-0"
8'-0'
8-0'
12-0'
13'-0'
14'-0"
15'-0'
15-0"
4'-D'ROUND
SPECIAL FOUNDATION TYPE
1500 PSF
3'-WROUND
8- 0"
8-0'
11'-0'
IS!-0'
18-0"
21'-0"
25'-0"
26'-O'
1500 PSF
3'-O'ROUND
11'-0'
11'-0'
14'-0'
18'-0•
21'-0"
24'-0'
28'-O'
23'-0'
4'-0'ROUND
T-0"
T-0"
T•0'
8'•0"
10'-0"
13'-0"
15'-0"
15-0"
4'-0"ROUND
10'-0'
10'-0"
10'-0'
11'•0"
13'-0'
18'-0'
18'•0"
18'-0"
2500 PSF
OR GREATER
3'-0"ROUND
V-0'
B-O"
7-0"
1Y-O'
IY-0'
18'-0"
20'-0'
W-O'
2500 PSF
OR GREATER
X-O'ROUND
9'-0'
9'-0'
IV-0'
14'-Cr
16'-Cr
21'-0'
2Y-0'
23'-0-
4'-0"ROUND
6'-0"
8'-0"
I V_(r
I & -(r
I T-0.
g - a-
9'-0'
9'-0•
4'-0-ROUND
I 9'-0'
9'-(r
I 9'-0'
9'-0'
I 10'-(r
I 12'-0'
17 - 0*1
12'-0'
SURVEYED: I SCALE:
DESIGNED:
JLS
DRAWN:
JLS
ONE INCH
CHECKED: AT FULL SCALE
GMD IF NOT ONE INCH
N 0 . REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
CTB
• CITY OF
' RENTON
NAW
Planning/Building/Public Works Dept.
T-399116
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TRANSPORTATION OPERATION ,sat,
11
cbarnes 09/19/2018 '
TRAFFIC SIGNAL PLAN - WSDOT DETAILS
UW MEDICINE - VALLEY MEDICAL CENTER
TALBOT ROAD INTERSECTION UPGRADES
400 SOUTH 43RD STREET
RENTON, WA 98055
DATE:
7/18/18
FIELDBOOK:
PAGE:
TS5.02
SHEET: 16 OF.1 7
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