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CURVE
TABLE
CURVE
LENGTH
DELTA
RADIUS
C1
20.28'
58'06'18"
20.00'
C2
9.90'
56'45'01'
10.00'
C3
22.63'
37'02'46"
35.00'
C4
11.82'
19'21'20"
35.00'
C5
8.62'
15'47'19"
31.29'
C6
46.69'
7625'49"
35.00'
C7
21.72'
51'51'08"
24.00'
C8
17.11'
49*01'11"
20.00'
C9
12.45'
142'42'28"
5.00'
C10
5.15'
29'30'54"
10.00'
C11
5.16'
29*32'26"
10.00'
C12
2.99'
17'07'54"
10.00'
C1 31
58.29'
95'25'46"
35.00'
C1 41
6.53'
124'41'42"
3.00'
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► s' #336
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RIM 37.54
IE N 35.49
IE E 36.59
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IE S 35,59
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SOT .33. 84
WS 35.64
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(TRENCH DRAIN
20 0 10 20 40
RIM 38. 11
0
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E 37.71
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1-STORY
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BRICK/CONC BLOCK
CONSTRUCTION NOTES
f
REM 3 5.
IE 36.43
�+
f
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s
; ®
CONSTRUCT ASPHALT RAMP FROM FINISH SIDEWALK GRADE TO FINISH
GRADE AT RUBBER PAD OF RAIL ROAD. THICKNESS VARIES, 2"
T
eo 36.03
< f
l / / I /
MINIMUM SEE DETAIL
I I 4
CB I ► `�. i < GRAVEL
f RIM 37.35 Q� (f) f O TRENCH DRAIN / l '•
,, IE r 331 5 o v RIM 38. 11 ce ! < , O2 CONSTRUCT 4" CONCRETE WALK. MATCH EXISTING CONCRETE FINISH,
SSMH I r33230o I < , W IE 37.26 RIM 37.62 �� PATTERN, AND ADJOINING GRADE.
RIM 37. 17
FL 7 6714) ,� n `i EE W 35.82
I o I! Y `
C 80T 33.47 `
cn SOMH d j < CB 1C�0 ws 33.82
!
5DMN IV -16.84 O AL /E S �6.79
/
RIM 37.19 5< f f f 1E N 31.03 G -'/WK
I IF E 31.03 _
1E N 3L04 I f IE W 36.14 �
IE E 30.99 i IE- W 30.88 IF NW 35.79
IE W 30.64 i � WSBO 35.5 4 !�Y ' ¢.. S iJ/ ��/ �• %
pBENCN 1
BENCH 4
80T 30.34 ,
WS 30.64 f <5 ` /
c i e ca�.
c 87
< - -D B
< 4
5
Ile 2
RB & SW
RIM 38.23 - 5
a? / nIE S' 32.83 f 4 SD �1
f 2 00 3
RIM 7.
PAVEMENT TCH + I IE N 35.57
b' 4%N %�� DETAIL C10 o IE E 35.6s o • .
ASPHALT IJ4 V) IE S 35.36 ry • /�
11+00 1 I ROT 32.51 a
-�#� - "-' I - 5W. 2'32"E v 12+00 I ws 32. 91f
10+00 N85.56 4� E - --4-- -a /
CD
+ ± L27 37.66
177478.9906 P 4 5.31 T Zp
E 1304315.3666 0 I G 3 37.88FG
a v •� S , �a:70' CURB
M cv 5 37.98 3&09
5 4' CbNC VE(ACK
< ` 1.04 / <
CURB do SW I, CUR
&i SW BEGIN,'�:
0 '
3 1 P5 63' I �O 4 GrO .'t•� �:=4
02
I i 37.91 i 1 ®5
`? / d
372
q 6
10 ,-
O3 BACK OF WALK LINE IS CONCEPTUAL ONLY. MATCH SAWCUTS WITH
EXISTING EXPANSION JOINTS OR EDGES OF HANDICAP RAMPS TO THE
EXTENT POSSIBLE.
1
® CONSTRUCT VERTICAL CURB PER DETAIL C10
50 CONSTRUCT SIDEWALK RAMP TYPE 1C PER STANDARD PLAN F-3a
® CONSTRUCT SIDEWALK RAMP TYPE 1A PER STANDARD PLAN F-30
O INSTALL TYPE 1 CATCH BASIN AND CONNECT TO NEW TYPE 2 CATCH
BASIN. SEE DETAIL 5
C10
® INSTALL TYPE 2 CATCH BASIN, 48" DIAM. MATCH FINISHED GRADE-
CONNECT TO EXISTING PIPES. SEE DETAIL g
C10
® INSTALL 35 LF OF CL52 8"0 D.I. STORM DRAIN PIPE.
g1OEXISTING MANHOLE TO REMAIN.
DI C ONS-TRUGT SWI,&LE SIDEWALK RAMP
N _R L TYPE Z B Pt R STANIDA�ZP P �-�N'- 36
88)
/ 0
LT j
END
URB
1
C9 C9
ce !
i RIM 37.53
\.1
/
2 3
1E w 36.43
4 `✓/�
BOT 33.68
WS 36. 43
5
Go
10 BEGIN LT +
- CURB & SW
3+ SD----SD----S4 -SD - - - SD- - - - SD-
R=925.00��' - °~` I� " 14+47.52
It 7 9 S88'01 45 E
/ 52.45' -----i
hl S TA ," 4!" D IA _
�--1 7 TIC 14 C K 'DA A l� •
END 8 PT -
3 CURB do SW
- -RIM 32 3
WSDOr 05 051 U 6 ) q , E E 36. 07 o
N 177445. 0008 c 0 `_ lE W 35. 82 m
E 7300482.2749 - D - BO T 33.37
ELEV 38.03 P� p.R` E � 21 RT RI MN
R1 , EEIt7�DD � RIM, 37.93 D;,�N
1E IV J.3.9J !E E 33 3 RIM 38.31 !E N 35: 51
61.07 RT 1E S 33.28
BEGINIE NE 35.61
NEW CB 'E- E 35.51
f SISE DMH _/ p/ ► RIM 37.43 RIM = 37.86 1r' SPY 346
f R/M 57- 75 < i IE£ N 37. 93 DI f_A 6 IE = 3594 IE N KI 35. 36
IE N 33. 4!E 5 31, 78 N 177416.6914 0 / I IE = .94 80 r 32.06
'
IE E ;5.03 ► E 1,30054.9.7888 wS 34.36
/ I 1E SF_ 33. 75 / ELEV 37 98
I IE S 33.55 P cv
IF W 34.20
( SDMH a
RIM 37.27
IF E 30.77 D4
IE S 30. J2
60 T 28.72
K'S 30.32
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/ #4717
1-STORY BRICK
FOUND REBAR
& CAP 17 362
GENERAL NOTES
1. ALL WORK SHALL BE IN ACCORDANCE WITH THE WSDOT/APWA
STANDARD PLANS, STANDARD SPECIFICATIONS, AND THESE PLANS
AND SPECIFICATIONS.
2. ALL GRADES SHOWN ARE AT THE FLOWUNE OF THE CURB UNLESS NOTED
OTHERWISE . ALL DIMENSIONS SHOWN ARE AT THE FACE OF CURB
UNLESS NOTED OTHERWISE.
3. FACE OF CURB TABLE FOR THIS SHEET ONLY.
4. ADJUST ALL MANHOLE AND CATCH BASINS TO MATCH FINISHED GRADE.
GARRY STRUTH ERS ASSOCIATES, INC.
3150 Richards Road, Suite 200 Bellevue, WA 98005-4446
Phone: (425) 519-0300 Fax: (425) 519-0309
Q o E-mail: gsaQgsassoc-inc-com httpJ/www.gsassoo4nacom
z
AS-llUILT
LEGEND
NEW CURB
EXISTING CURB
100.00
PROPOSED GRADES
R-323303
23303
JUN 2 2 �
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