HomeMy WebLinkAboutTED4003232.1SW SEC 32, TWN 23N, PNL3 5E
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POINT
TOC EL.
1
381.94
2
382.48
3
382.90
4
383.18
5
383.30
CR-B
POINT
TOC EL.
1
383.29-LP
2
383.56
3
384.39
4
385.29
5
385.82
29
NOTE. • INSTALL CURB RAMP
AT POINT 3 (4/2)
INT 6+99.38 MAIN AVE S
/ /32
PER DETAIL SHEET 12
NOTE.• INSTALL CURB RAMP
=15+46.35 S 4AT
CITY OF RPOINT
INT 10+00.00 S 47TH ST.
AT POINT 3 (412)
/ CONTROL POINT 1866
=1+00.00 BURNETT CT S
PER DETAIL SHEET 12
15+24.71
ALL CURB RAMP
/
6 33 26 G
PERINSDETAIL SHEET
........ ....... ....-
_:::.. ....,.., W.... _:...:..
P�
___-___
___________
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1 moo
i1+00
12+00 13+00 N8929'13"E, 14+00 - 5+00
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144-.9.5 2R
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6 I TRACTE
sl+J I EASE,€. 13 II h
CR-C
POINT
TOC EL.
1
390.60
2
391.21
3
391.77
4
392.23
5
392.54
NOTE.INSTALLPOINTS
CURB RAMP
BETWEEN POINTS 3 AND 4 (3/8 d)
PER DETAIL SHEET 12
I
_
i
I
INSTALL MONUMENT PC = 2+80.91 q SCALE: 1 - 4 ❑
1 PER COR DETAIL € II o z o 4 o e o
SP H031SEE THIS
SHEET ..(TYP)::_ ;
- 20' DR/ VEWA Y CUT
r I
+ PER COR SP F006 � li o II
8 (TYP) it q
a
+
h
..... 16 + II I k
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1 N01 13'31 E .. ............... _ R=25.00 3 9+ifi3.23 q
µµ„µ 111.35 N0173'31 E - 14.50 RT it
m.:.A-- ,
N0173'3l E 7825'15 0
111.07 ?
j 107.83 L 34.22 q
OR-D
POINT
TOC EL.
1
397.39
2
397.52
3
397.66
4
397.71-HP
5
397.62
d=9136 15 € s8.55
t-217.44' ii `--MOTE INSTALL CURB RAMP
R= l36. 00'
5 AT POINT 3 (4/2)
( j PER DETAIL SHEET 12
4I'
8+75.39 A=�'44 50INT 10+00.00 MAIN AVE S
� 16.00 LT I,IR-100.00 II=9+06.86 S 48TH ST
1 lrx PT = 7+76.13 L=�1.78' --
1 STREET LIGHT INT 5+28.45 S 4 TH ST N1028'08"W 1
,I
21.00 s�
STANDARD (TYP) =1 +00.00 DRIVEWAY A PC = 7+58.52 1 +00
...... _ . z -.::--�.... _ -
-- - -
q
}S yam- 5+00 6+00 N89 37'16 E 32' 42' 7+00 -_ _ 98.97 5 q N 6'16'42"E
-- F 8 - - +- - - $ - - _ 19.99
± 8 260.18' " PT = 4+98.34/ k - -
5�-4 Wlnl A,e Dkvsq D 1 H. 58.46 P:T = 8+86.87
RT
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NOTE:
.. STANDARD MONUMENT CASE AND COVER WASHINGTON STATE DEPARTMENT OF HIGHWAYS
1976.
2. THE CASTINGS SHALL BE GRAY-:,RON CASTINGS, ASTM DESIGNATION A-48, CLASS 40,
THE COVER AND SEAT SHALL BE MACHINED SO AS TO HAVE PERFECT CONTACT
AROUND THE ENTIRE CIRCUMFEREN E AND FULL WIDTH OF BEARING SURFACE.
3. WHEN THE MONUMENT CASE AND COVER ARE PLACED IN CONCRETE PAVEMENT, A CEMENT
Monument Case & Cover
CONCRETE BASE WILL NOT BE NECESSARY. ADOPTED
4. SEE CITY OF RENTON SUPPLEMENTAL SPECIFICATION SECTION 7-05.3(1) FOR 4�-
ADJUSTMENTS TO GRADE. O� CITY OF RENTON
+ STANDARD PLANS
THE
BLUE
LINE
.I-GF2MUF3
25 CENTRAL WAY, SUITE 400
KIRKLAND, WA 98033
P:425.216.4051 F:425.216.4052
WWW_THEBLUELINEGROUP.COM
\POE. WA //
32126
S T V'?-
FIRES: 5/5/06
�yt rp� LST DATE:1-Feb-89
DWG NAME: HR-04 SP PAGE: Hc-"'
ASBUILT
1
2
3
NO.
T
PER COR COMMENTS
N
(PER COR SP G024)
FRB 3 02 0 SURVEYED:
11/1%3
ADK 6 3D 0 DESIGNED:
7K8 1211 0 BRIAN DARROW,
DRAWN:
FLAWO BAINOT77
CHECKED:
BRAN DARROW,
BY DATE APPR APPROVED:
BRAN DARROW,
d=10 05 24 h = 8+75. My
IN 6+46.29 S 48TH S R=100.00 d=2526'12 T II
}=1+00.00 OR/VEWAYI8 L=17.61' L=11.10 q.
INT 8+10.34 48TH ST 41
0 46.98
.- ,,,,.,,.c„H 4 sn RY
CR-E
POINT
TOC EL.
1
398.47
2
398.25
3
397.81
4
397.40
5
397.26-LP
'^o NOTE.- INSTALL CURB RAMP
.........
r DER DETAIL SHEET 12
I Z
I I \��
INT 11+56.73 MAIN AVE S ' i ---- --
=1+00.00 SE 185TH PL
1 00 2+00
SE 185TH PL
I .
a I
I i II -
..... .........
--
St TE BENCHMARK
I tiff -nCAL -nr)
I ti s'
(11 +56.73 MAIN AVE S)
23215
i
f II I =
� II II
I II
1 "=40'
I ONE INCH
IIAT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL• NAVD 1988
HORIZONTAL NAD 1983/1991
DATU M
I II
I I. ll
CITY OF
RENTON
Planning/Building/Public Works Dept
SCANNED MAY 1 zoos -
CAUT/ E7N:
LOCA77ON OF EXIS77NG U77LI77ES SHOWN IS
APPROXIMA 7E AND MAY NOT BE ACCURA 7E
OR ALL INCLUSIVE. IT IS 7HE CON7RACTOR'S
RESPONSIBILITY TO POTHOLE AS REQUIRED
AND FIELD VERIFY LOCA 77ON OF U77LI77ES
PRIOR TO PROCEEDING W17H CONS7RUC77O1V.
UNDERGROUND UTILITY NOTE:
YOU MUST CALL 1-800-424-5555 NOT LESS THAN 48 HOURS
BEFORE BEGINNING EXCA VA 77ON WHERE ANY UNDERGROUND
U77LI77ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN
BEARING SUBSTAN77AL REPAIR COS7S (UP TO THREE 77MES 7HE
COST OF REPAIRS TO THE SERVICE).
ALIGNMENT, CURS, AND SIGNAGE
THE RESERVE AT STONEHAVEN
LUA-O4-003-ECF, PP/ LND- 7 0-04 1 1
01/14/05
K-BOOK
PAGE: PAGE
DRAWNG NO:
04-082
9 13
NIAIA