HomeMy WebLinkAboutT-302010TALBOT 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.
r
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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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a
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
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