HomeMy WebLinkAboutTRO4103736.7SEC 15, TWP 23N, RGE 5E, W.M.
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1. See Standard Plan J-20.26 for Accessible Pedestrian Pfusiibutton details,
2, PoEe shall be galvanized par AASHTO Mill.
3. Wher additional crossing time is provided by ar, extended pushbutton press, a 'PUSH BUTTON FOR
2 SECONDS FOR EXTRA CROSSING TIME* s,'.,g:n (R10.32P) shall be installed above the APS aswimblyr
Leave a 2'space between signs.
TOP OF w4zr-- PATE
HOLE fTYP.) HOLL
......... .. ....
ACCESSIBLE PSIDESTRAN
131ONA1, AM, ASSEMB L�y
4 1,2'01AMETER 1A, STEEL
TEEL
BOLT CfRCLE tiM1PLATE
POST DETAIL
----------
ANCHOR BOLT TEMPLATE
24 Mt4, MUM-
2 1Z DIAMETER
STEEL PIPE
ELEVATION
TOP OF FOUNDATION
14'PRIVAIO1,LDED
K)INT FIL11k
1f2'STER. BASE RLA?'s
GROt.IT PAD jN'STAL:
AFTER PLUMBING
STANDARD ai
. . . ..............
ANCHOR R 0-- _f F- M P� ASSEMBLY -
ANf;R° O t2 y REOURED
JQ". 1L1 iLtf;
,I-. I,— ASTM F 11W, GlE 61-1
I r2H 1- X NUTSH. , AA�10 NA ,91,GRADE A -
(4REQUIRED PER ANCHOR BOLT
FLA! WASHr-'l ASTM F 884 OR AS TM F 4W� -
(4) REQUIRED PER ANCHOR BOLT
COMMERCIAL CONCRETE
PERSPECTIVE VIEW
FUI L CRCLE f,_;RJMF-0N
N STAINLESS STEEL
FLAT WASHER fTYR)
114' STANLESS STEE_
T' LONG STNNLESS
KA NUT (rYP.
L THREADED STUD
S
GROUNDING CONNECTION
DETAIL
FULL GIRCIF GAIMP-ON CONNE1:7OR
( 1 1, A M CRIMPE N T� ANVFACTUROS;
RECOMMENDEDCRIMPER�
BASf`,, PIA I.-. ASS EIMElt. Y -
7 DIAMETER STEEL HEX NU'r WITH
FAO-,
PER ANCHOR BOLT'- MINIMUM OF
OR 'Vil' VAX i-rY P,)
2 THREAD45ASOVIF TOP t NUT
........
10HOLLUW
. ..... ........... .............
I,
....
GROONERNG CONNECTION
SEE DETAIL
-_:
DETAIL i,,n)
ShEVELINGNUT NOT
IOWN FOR CAlTr,
h
4
47,
1
01
y �
9 T
......... ...
ACCESSIBLE PEDESTRIAN
PUSHBUTTON POST IASPI11)
AND FOUPIDAT164
STANDARD PLAN J-20.10-01
SHFFT 1 OF I S-11FET
APPROVED FOR. PUBUCATION
Pasco Eakatich /ft
7112112
GRX,NDING CONDUCTOR NOW GROUND, NG CONDUCTOR NoNf- NOTES
TOP OF FGJNDATION LEVEL W M&RATED " AWC2 STRANDED TOP,* FOUWATtON 0-VEL Wi 1N.%kATF0 44 AWC28TRANDED
SIDEWALK OR AFK.' VFROi:.. %,;RFArF- 51OFWALKOR AROVFL 5011.. 81JRFACE PROVIDE *1k Milk &ACK 1, Piis structuire has been &,,sJ:grfedaccordngto the Fifth
COPPE�R - PROVIDE XMIN. SLACK K
- SEE STANDARD PLA41-29-15 (KOU I E CONVUCI DIR I a GIW-XA DIW_i SEE STANDARD PLAN,.u26.15
FOR PLACEMEWDETAILS SIGNAL POLE (ROJI-E OONDUCTO4 TO GROUIANING
Edition 2009.AASHTO Standard Specifications for
MD) FOR PLACE MENT DETAILS STUD)
SIGNAL POLE Structural Supports for Highway Signs, Lurninaires and
CONDUIT COUPLING - INSTALL FLJSH CONDUIT COUP. I, 14G - INSTALL FLUSH. Traft Signals, Ba6ic vAnd velocity is 90 mpi, Design
WITH TOP 0;'FOUNDATION (DO NC7 3ROUTW'3,W'
i DRAIN 146LE 'AITH TOP O;� FOUNDATION (DO NOT L&IRecurrence Interval 50 years, and Fatigue Category III,
GRGUTV%N3,1W
CLUE PVC SiUscur) GLUE PVC Sil,16C U`T4
N,
2- Foundations are designed for Type 11, III, W, SD Signal
- - - ------ Standards with a maximurnmast arm lerigh of 6V,
FAR74FMBANKMENT
....... . ....... EARTH EMBANKMEN I I
------ 1-1----r 3, Foundations are designed tor Single Mast Arm Standards
ASRE:QUIRED-SEE 4 AS REQUIRED -SEE
DF A Ix PLACEMENT DETAILS
PI ACFMF*4T , _TAI! arid DoublefMast Arm Standards with 90' between wms-
If
�ADE
6, 'al foundation design is required for Double Arm
Special
EXISTWr �j
4� Standards where the angle bemeen mast arms is other
WIM i
C) ,
than 90*, For Double Mast Arm Standards with 9OL'
------ -- MAX,
PJ q_ ps MAXbetween arms, Use larger XY7 Value for foundation depth
initIN ORC)UND SI-OPF
G
2
1W ROUNDSLOPE selection,
7 HOR BOLTS ANCHOR ASIC ANCHOR BOLTS 4 ANCHOR 4. FoundaWris not withki the para.MeJeM of this StAadatd
PLATE OPPt tED RY SIGNAL S
require Special
IC3Design, Coltact the WSDOT Bridge and
A117 HOOPS POLE VAAUPACTJRSR jMfTS OF EXCAVATION Fol�,E 'AANUFLACIURER
toya (TYP
Structures Ciffice through the Engineer for SpeCial
W CiNTF-Rs; ---, 1< 0�
LL 8 8 -,ft BARS L, Q-A 0 Foundation Designs,
t�r- #8 BARS
EVEN; Y SPA[C:J ED Uj *4 HOOFS a. EVENLYSPACED
t-f. - 01 5, Foundations constnicted wilhin Foology Embankments
0 SHORING OR EX -PA shall be increased in depth by the depth of the Ecology i
E)<CAVATDN,1T�,,, Embankmait LU z
W W
�Typl) 0
CORRUGA77,
T 6, The top 2 feet of the foundation shall use a smooth
form (such as paper or cardboard). After the ooncrete
X. 9- SQUARE T) AR5ASHA1A_ BE- FACKFIL-EP xu-OR4',(r
UNWTMB;rD OVFfq-FXVAVA1T UNDISTURBED EA4 lias cured, this ent;rc, form shall be removed.
WITH CON_ ROL: L-DENSITY FILL L�D Cif) OR. WITH Ro (ryp
OR ROUND EARTH SOL IN ACCORDAW�E WT4 STD. SFEC� 0-2&3(2) M94 UND 7- For desi >_ OR X - cr, ROUND (TYP'.) gn parameters between the values listed in Table.
0 s
Vi FOUNDAT" REINFORCEMENT DE - depth requires entmay
AIL FOUNDATION REINFORCIEMEW AND SACKFILL DETAIL, be interpolated between the
J CONCRETE CAST DIRECTLY AGAWST UNDISTURBED EARTH, DRILLED SHAFT 4> CONCRETE CAST WirHIN A CORRUGoAfED METAL PIPE S-fAY-IN-PLACE Fvalues provided.
ALTERNATE # I 1„� CONOU 7 SIZE D QUANT rry Ass H.-,Yvwj N T-iF :,ONTRACTALTERNATE # 2 8. Install Signal Foundlatk= Identification Tag. See
cApBOTH il Sundord Plan J-26A 5 for details.
<Z\ IN-AMPOONrAiCTORTO STEFI, RONrORCINo Wl7rl: JSTFr)
CONNECTOR SUIT ABLE r`OR USE EMBEDDED ;N CC�a M ALTERNATE #2 - CONSTRUCTION METHOD
q PAP ERoR cAnscARD FORM SHALL NOTSTAY4N411ACE METAL (SUBSURFACE) FORM REQUIRED
FOUNDATION DEPTH "0" TABLE
ALTERNATE # I DRILLED SHAFT -TYPE CONSTRVCTION
FOR, LATERAL
BEARING PRESSURE
2600 PSF & 0 = 34*, 1600 PSF & 0 = 28, 1000 r 11 & 0 26'
GROUND SLOPE - 3H - IV OR FLATTER
GROUND SLOPE - GREATER 2H IV
ALLOWABLE LATERAL
FOUNDATt
XYZ
(FT')
ALLOWABLE LATERAL
FOUNDATION
(Fr)
BEAR114G PRESSU RE
TYPE
1360
---------------
150
-- - ----- -
1000 230 200 :*1*
13EARINOPRE-RSURE
TYPE
130 "Mi I Is" 1 2
11110
T-O'ROUND
IC11_010'_01�111_011
III-0*
T -a ROUND
SPECIAL;;0LNDA71ON TYPE
I
W00 PSF
, _,J, , _ "
3'- 0- SOUARE
It'-
5'- Y� :� 91 - a-
W - 01
la - Er 11, u� 9, 1 12' - W
lom RS:F
T - U, SQUARE
SPI:�CIA�;,0JNUATION
LT-
4 ROUND
4'_-0'ROU_ND
8
- ---------- - -
61- a 91-0"
7-0,
11'-0� D' 0"
4? - GROUND
SPECIA;_ --OjNDV,, ION TVPE
3'- 01 ROUND
8'- 1,
V' W
- --------------------- -
- - - -
- -- - ---- ----------- - - --------
-
- ------------- - - -----------
- - ----
I 5GC1 P5F
3� -T SQUARE
SQ
T- 7 T- 9' r - a,
8! - 01
V - 0* T- C�, 10' - Q* -0"
150C, PSF
31 - 01 SQUARE
lz-T
i y - v, 1,3- - fr
4' 0'14,00NO
?,
a- I. D_
W G_
F W 91 a, 10, Cr V,
4� 0' RCUNIU To (r:
IV 0-
lu, 0- ill cr, 11' t): lz• (r
1,31 rx, I X.- a,
3'- Q'ROUND
6'-
ff'- Cr' T-0-
9-0'
9-0- 3- � -IT - 0-CI
y - 6" ROI-114D W_9�
l 0' 10'- 0* 12'- 0" 12'- (r 14`-T
1W-W 18'-(r
2500 PSF
OR GREATER
3' O'SQUARE
W,7
o, - e, w, o,
v - o,
7, u, 'r fr fr, o, (r
250C nF T., 0* SQUARE F - 9
OR GREATER
9' 0* or Ir, 7 10, - QIV, a.
I I, - Cr. 11, 0-
4'- 0'ROUN D
el-7
01 -a, 9-0,
9'
T ROU14D I W-9�
T 9-0' 7 :10'-0`5 lw-cr
11'-fy' IV-0,
ALTERNATE
9 2 CORRUGATED METAL
PIPE TYPE CONSTRUCTION
FOR LATERAL
BEARING PRESSURE
2500 PSF 0 = 23*, 1600 PSF & 0 = 18', 1000 PSF & 0 171
0 R OU N 0 S L 0 P E 3H �. IV OR FLATTER
GROUND SLOPE - GREATER TMAN 3H. IV TO 2H. IV
1 I I
ALLOWABLE LATERAL FOUNDATION
1 11 I 1 1
I .1
XYZ
(Fri,
ALLOWABLE LATERAC
I
FOUNDATI10k
Xn (Fr)
BEARING PRESSURE
TYPE
?00
wol��im
iio� 2SW
BEARINGPRESSURE
TYPE
.V4*ROUND
icl-(r
16"Y01'.W
15-0*
2V-0`
25'.,T:28'
3 (r� ROLIND
SPECIAL >tOJNDANON TVP�F
1000 PSF
i00C PSF
13'- 0-
4, 0' ROUND
-01;
SPFCtk ;�OJNDAIION TvPF
----------------
11*-G, 14,-0,: tv-0 21, rps
4'-O"ROUND V-a, RI` -a' I W - 0' 17 - 0'
14� - T; IfS
31 - Cr' ROUND $1 - V W Ir 1 Ill •- 01 IF -
21" 37 2T C
150C. PSF
.......................
...................
............... 4
................
.................
---- -
15W PSF
.... ...................
.................. .................. ..................
4'-0*ROUN0
71-8*
1,- 7-0,
81-01
la-rr
4�-G'ROUND
250C, PSF
_()*AOUN.n
W-7
sl-(r 7'-D*
IV-0*
ITAY'
250C PSF
T-a:
T-W
101_0�:
- I
-S
OR GREATER
W-O'ROUND
V-7
fif-g'
V-(r
P-tr
W-0" 9'-V' 9'-Lr
OF, GRFA7ER
V - 0' ROUND W - Cr
---- ----------
fifl- V,
---- --- - -
i
9 v W-3, 1z _01
1z.-0.J
IZ-0-
W*n the existing soil Y411 not retain a vertices: face, over -excavate the found-
ation area and Install a 36" or 4a" diameter corrugated metal (pipe) form,
The top of the corrugated metal form shall terminate I foot below final
grade,
Continue Wiring, to full height using pupw or cardboard forrin, to achieve a
smooth finish on final exposed cement concrete, Support the iorm as
necessary to remain plumb,
A
Place the 00m.'ret4 foundation, F=ZZ11
WA
After concrete has cured, remove the 1 4 o, 1.
Jv( I 9
entire paper or cardboard forrn porton, Q,
Backfill with oDntrolled-densfty fill or
compacted kirow ln accordance with .4
Standard Speoffication 8-20.3(2). Ir.
z
Uj NO. REVISION
_j
U_
SIGNAL STANDARD
FOUNDATION PLAN
STA14DARD PLAN J-26A
SHEET I OF 1 SHEET
I VIEW
STANDAR[j, & JUNCTIC'
"N'RETE T,0' B�E
1F Hl Af,
--------------
T0
IJBI11" '01ORKS
� - 1 TN DER,,,RTMENT , j
SURVEYED:
DESIGNED:
W TDR
ORA
TDR
CHECKED:
EMH
By DATE APPR APPROVED:
CTB
CONCRETE PAD DETAILS
SCALE:
I ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL:
NAVD 1988
HORIZONTAL NAD 1983/1991
DATUM
APPROVED BY:
APPROVED BY:
APPROVED BY:
APPROVED BY:
CITY OF
RENTON
Planning/Building/Public Works Dept.
T-313601
CITY OF RENTON
-ATE:
DATE:
DA TE:
DATE:
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Project #: 15432 Store #00871
Address:
4615 NE 4TH STREET
RENTON, WA
OFC
FUELING FACILITY
6of6
DAM
QFC FUELING FACILITY 06-17-20-14
Permit No. U 13000883 PAGE: nELDWOK:
TRAFFIC SIGNAL& ILLUMINATION PLAN DRAWING NO:
TS-06
DETAILS I SHEET: OF:
T
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