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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
roea eft/ }og0
_ scAHNEO OCT e 8 :-** A; 7
KU'L.L 94 c'
�r �R 1,6 5�
0 f