HomeMy WebLinkAboutTED4001303.1R/W R/W
CL SOUTH LANE cl \�o
Q
R= 539.07' 12' 12'
A= 12025' 32' ci �O�
T = 58.68' �� 4 pQ OF 17'
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MATCH EX.WALK
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P' �C' `'M > ao
v �,� ,�fL Q 2 2' 2 2'
16+31.68 ��� 0) z 20+23.52 E _
�� 10+00 N \x ���P MATCH EX. WALK---_,(D M D
\ 10+00 N
Q `Q �Q\�yv : UNDERGROUND SPRINKLER SYSTEM
`� v R/W 2001.2 W � W P4 .52 R/W
XnTe
= �(n
�-0 N e
-e W �- o
Lim -�- P.C. +
19+91.52 P T. _
T _ Tele. O 33.45' 20t5752 - N
18" T -- - - e.. S - T 18 T S T `�' 18 „ T T T S -- ��--- -- - - T 18" N Q
N N ~
Cn
u
— 8„ S 8" 20 c0 4 S -G 8" 7 z
I 17 SURVEY (CONSTR.) CENTERLINE 18 _ - fit -PROJECTED!---_ �- I. P.33' I w w
a - - _ __.__._._._-�� -- PROJECTED -� - _ - - - - - - - - -- z w
P. T CL PROJECTED - -a, _
18+ 93.52 i ® N ® � U)
0w W -- �_ _ �r -.- CEDAR RIVER PIPELINE - 66 _1—N� W P.C. P.T W N = w
- -- - - _ - -- o _ _ 2
W G ��. 2" 6 G - W_ J ... 26 --- r_--G - G 19+91.52 20+5752 21" ST. SEWER N p F-
w w --... --� - - �W r _— _ _ 6 W
J x o PR.C. O 0 J W 6„
_ ��ro I ❑ W M 3 ��
IU— w SEATTLE CEDAR RIVER PIPELINE RIGHT -OF -'NAY —
< coP.C. - P.R. R/W P.T. 0 (D C. R/W
i> 20tOl.2 01 tl 5 stub
CURB STATION EQUATION P.P.
•
d)'- PC . 0 _
15+91.68 PT. 18+ 95.64 BK. = v I
1 16+63.68 18+93.52 AHD.
I "ST LINE 30.00' �\O �� 22' 22'
1
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N
\` ' b p�
PT P.C. 2
R / W M° �� N
cn A,
wSOUTH CURB LINE �C PLAN VIEW N
N 0 = 130 23' 58 ' vo
I ccoQ R= 4 9 5.9 5' �� ry I ryQ 00
T= 58.26 �o� S. 2nd STREET I
L = 115.98 d A,^�
5 - I D = 11033'10' Xt-'4' SCALE: 111=20 �`' ,0
i 12' o �,. �P. R/W R/W
SEE SHT. NO. 17 R W 1 R W p R/W R/W 18
SEE SHT. NO.
EXISTING PROFILE32 -- — — -- — — ---_— -- ---
PROP. TOP OF R
31 I ------- --- — � — LEFT (NORTH) SIDE
T. 20+57.52 FT.
30 _--- - 19+91.52 3 .60 --- 5=0.00615— /FT. — —
33 .45' - -
PROP TOP OF CURB--------
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32
0
z
31
w
w
30
w
w
29
W
z
J
U
32
a
31
P.
30
15t
29
16+00 164-50 17+00 17+50 18+00 18+50
PROFILE
SCALE: HORIZ. 1 = 20'
V E R T. 1 = 2'
19+50
PROP TOP OF CURB
RIGHT (SOUTH) SIDE
P.T.
�1.52 20+57,52
15' 33.60 S =0.00615E /FT.
20+00
�� :
20+50
21 +00
QcV.91
34
33
32
34
33
w 32
w
w
w
cn
w
z
J
34
U
f-
33
32
STREET IMPROVEMENTS
SO. 2 nd STREET
MORRIS AVE. S. to LOGAN AVE. S.
GE CASE 6- 13 -72
GECASE
AS NOTED
�C� 6
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