HomeMy WebLinkAboutTED4001823.1LEGAL DESCRIPTION
LOT 1, BLOCK 1, BURLINGTON NORTHERN ORILLIA INDUSTRIAL PARK OF
RENTON, DIVISION 1, ACCORDING TO PLAT THEREOF RECORDED IN
VOLUME 108 OF PLATS, AT PAGE 13, RECORDS OF KING COUNTY,
WASHINGTON, EXCEPT THE SOUTH 375 FEET THEREOF.
EX.
15..70
o
EX. CH i✓ LINK AZENOF
1+5. >4 15.19
+ 15.40
75. 1.9
\ 'jS
14.93 14. 7
q b
ti R�P�
ooRrG
��
!� O n
n 08
A PORTION OF THE N.W. 1/4 OF SEC. 30, TWP. 23 N., RGE. 5 E., W.M.
LEGEND
/+°O EEC ELEVATION
o-- EX. STREET LIGHT
6"o PVC DOWNSPOUT LINE
O DOWNSPOUT
l5 PROP. CONTOURS
15.00 PROP. ELEVATIONS
-R - RIDGE LINE
® PROP. WATER METER:'
W PROP. HYDRANTS
B. W. - BACK OF WALL ELEV.
10 m W)v
T.W. - TOP OF WALL ELEV.
15F69 + 1+t , 1 90 + 3
16as 45' R/W STA. 43+18 END 7'
g S/DEWAL.K
1E. 36 '6.62
A 5' OF ADDITIONAL R/W
TO BE DEEDED TO THE
- 15 + CITY OF RENTON
3I c E.I: C.B.
9 - RIM = 15.9
° I E. = 12.9, 1510 S, N.
2 s'.
�6. I RIM My
• I � � EX. S.D.M.H. - 4B`8
a e 1E. = 10.7, 1810 E.
IE. = 106,, 15"/ s
C
/.E. = 12.7, 15'0 S.
15. 13 a +56 /If = 12.8, A5FO N.
+ D V
STA. 43+ 73 50' DRI VEWA Y
° CUT & APRON PER CITY
$ STANDARDS
oS I D1
7 1 > 47 J
o�4
1109 '197
h a I I O 1 +�..qF�
--I, .
N
°
D
a, +
° 74 3 1498 is
14 46
A l
E.1: 08.
RIM = 14.14
s \ EX. sam..H. - m"R
74. + 7 3 1 39 /./e - 10.2, r8"o E., M.
E. = 109,, 12'0 N.
+ /.E. = 107, 12"o S.
X
ONCR E . - .D _ 4 ¢28
O /. E. = 14 4, 12"O N.
6 ;
I d•.II° Exca
RIM = 1.3.34
a FILLED WX {WATER
+ \ 14.29 a
0 �� E + d = 91. 3o 7"' 73 7 Ex OR
�5 �y2J,h R = 5500' / + RIM = Rj39
_ 0 _
EX. CONCRETE VA 2
'
28 ` F, 6e SS
C ` . cr /.86% d\
75. ° C'. 0. O o SD - - 15
o . I.E.4 17 a' `. /0 LF, 610 SS - - --
8"�
I E ' Ex. C0 , CURB d
+ �+ SEE SECTION GUTTER rTYPJ �
15.G6 50AOO-
/ 15.04 14.94 S1t O 14.91 �-
\ 14.87
EAST VW LEY f�/Gh�l�Y.9Y
�-
S
RIM = 15.06 R/M = >4. 19 -- --' -- -
zt_
/.E. = 4.6,, M/D-01i4NNFZ 8"O N., S. IE. = 11.6 12A E., {Y - - - -- -- "
IE. = 4.7 eO W
STA. 49+71, �O' L T BEGIN
7' CONC. SIDEWALK
RELOCATE OR ADJUST EX.
UTILITY VAULT
STA. 50+40 CC 50' DRI VEWA Y
CUT & APRON PER CITY
STANDARDS
ti
75.44
15.
210 LF, 61p C.P.P.
S = 0.50%
74.76
+
74.75
+
14.
15..79
+
F.F. = 16.5
75.72
+
10
75-97
S 89 \40' 25" E
10. 00,
1 ..39
1646 { .
=5tt09
i
lO IO
-=-= _c)O
+T
41 IF, 64
S = 280%
75.27
+
L5
TRUCK BA Y SEE 5
DETAIL SHEET C-2 TRUCK BA Y SEE
SHEET C-4
�„� \6 Q 'r CD 1+ F2 /5' 7+79 14.. 77 5 14F9G.
5 �
h' B'* 5'
I 29' N N 5 125 L F 64 C pp,
16 �s=3.57%
60 - 0 � 5 C.O. �•/
7 16
\ fig• 1.5% _ \y RIM = 16.30 Q
s, /.E. = l3 05, 6" i
s 48 6 R � '.: •• � •: � . 4 T
4.
I
34
+47 d 4.7f 4 v -• 74 61
14. b�
4. p
0
p� T C.ct
U 8�Q/;50.L fir, 0 2/O/
\ J
14.63 /•E =1 69, 6" F, 6 m ss Q
`y + a
75 4E 6
CONFORMS TO
CONSTRUCTION F3JECORDS
R
DATE: ! ,�
79
7+
/.55%
2.14%
L = 87. 84" 13. 40 /.E. = /1.4, 12"f s
CONCRETE W11Z75 / 12"R D
/I r yD EX S.O.M.H.
RIM = 14-9
LE. = 5.40, 30"e
64
EX. CDNC 4.3.9
_ 13 EX. S.SM.H.
14.37 /.E. = 58,, M/D-0-IoWNEL 6"0 N., S
- ew ss
G 6 14.23 � I N
a• /NM ST.4 5-AZY7.1 E. VALLEY M
= STA. 46456.091 Si 2771157 f
H (PER 017Y OF RENTON STAAON/NG FOR L.40
� 14.}82 -+ I } AL41V NO. 65,9 RD40 /MPROI�EMEN7S WATER
14.77 �3t00 4
1 1 .83 1.89
EX. = 14(.9. \
R/
/.E. = 5.57 -70 i
/.E.=6.51 /BiO RIM= 14.13
E.I: C.B. 12.E 8, I.E. = 11.4, fro 0.1
RIM = 14.08 /.E. - 17.5,, 12'1 E.
/.E. = 11. / 1?'o K:
/.E. = 11.• , 12-0 E.
U/ . QOu t.1:s -1314 A5'-1?U/L TS INS7-Ai. 1, WI:'�� r! CHAIR RAMP
S,-7 13OF 74 OATE^ PER CITY ST41VDARDS
✓.4N 1981.. INVERT EZ. S 1AZ! Q12
BE FIELO VERIFIED PRIOR TO
CONSTRUCTION.
WARN�� 6-
THE UTIL I T Y L OCA TIONS SHOWN
ARE APPROXIMA TE ONL Y, DEPTH
LI TEE INTO EX. WITH 'RO-MAC" CAST IRON SADDLE UNKNOWN. CALL I --800- 424-5555
CALCUI ATFD IP✓✓LRT EL..- 5,1/J, 8'e S,S,
CONTRACTOR TO VERIFY LOCH TION AND
ELEVA TION OF EXISTING POWER L INE
WHERE I T CROSSES S TORM DRA IN L INE
PRIOR TO CONS TRUC T ION.
SCALE: 1" 30'
CONTOUR INTERVAL = 1'
DATUM : K.C.A.S.
B.M. CHISEL SQUARE ®TOP OF
CURB ON E. SIDE OF EAST
VALLEY ROAD, 40' S. OF
MILT'S TRUCKING CO. #2990
APPROX. OL STA. 46+45, EL.=15.58
S. W
S. W. 16M ST.
LONGACRES
RACETRACK S
�o•
�i gyp'
S. W. 27th ST.
S/ TE
ki
/s7
a lij
Q
S. W. 34M ST.
H
� W O
ST.
Q
VICINITYMAP
NOT TO 23
Rawl
DRA INA GE PIPES z
7 lD 28 LF /8'e N-12, S
2O /0/ LF, 72'e DETENTION PIPE, S = O. //%
SEE DETAIL SHT. C-3
eod&
3O 16 LF, 12'�mAC1�'S = 0.06%
A O 25 LF, 12'e�/2,-S = 3.36%
Q 0 68 LF, /2'e_Al-I , 5 = 1.35%
0 @ 122 LF, 12'ZL � 0.39%
n Gro�lC.
0 158 LF• 12's G.A�f2,"S = 0.82%
G.
0 �9 /00 LF, /210S = C1.83V
Q �"'
/O 85 LF, /2"s A412,' S = C.73 e
20�L F 724 DETENT/ ON PIPE, S = 0.85%
5 L DETAIL SHT C-3
DRA INA GE S TRUC TURFS 0
Q lO C.B. s/, TYPE /1-72'e �6 C.B. -4� rYPE 1 Q
RIM = 15. l3 T.G. = 13.39 /.E.=9.91, S
l.E = 6.53, 36" S. /.E. = 6.30, 36" N I.E. = 9.96 . 12'e W, I•E.=9.92, N
LE. = 6.94, 18" E, SEE DETAIL SHT.
C.B. *6, TYPE 1
Q O2 C.B. A2, TYPE /1-54"s T G = 1 _.36 I.E.=10.98, 6" CPP Q
RIM = 15.57 I.E. _ 10.42, 12'e , /.E.=/0.62, 6" PVC
LE. = 6.64, 364
I.E. = 8.59, /210
T`-�E l
T.G=15.39
Q O OIL/WATER SEPARATOR LE. _ ".22. 24 SE
RIM = 14.83 I.E. _ /1.25, 12" 0 W
I.E = 8.6 , 124 9O C.B. *8, TYPE I
SEE DETAIL SHT. C-4 T.G. = 15.77
I.E. = 1207. 12"oS_
0 O C.B. *3, TYPE 11-48 0 I.E. = 12.08, 12"0� E
T.G. = 14,01 /o C.B. *9, rYPE 3,
I.E. = 9.49, W T 6. = 15.69
I.E. 9.44 N I.E. = 12.69, 124
I.E. = 13.39. 6"e
�� 5O C.B. *4• TYPE I I.E. _ 13.3/, 6"0 DPP
T. S.
rDocg*7
J9��t'-�w� I/r1c.ery
REVISIONS
NO.
• DESCRIPTION/DATE
BY
1
10-3-89
D.O.
2
PER CLIENT
10-3-89
PER CITY OF RENTON
D.O.
REVISION PER CLIENT
7-20-90
D.O.
Q
PER CLIENT REQ
- -9
R✓B
6
PER CONTRA O
6-12-91
D.O.
18-1 _9AS CONSTRUCTED
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JOB NO.
426-01 -881
DESIGNED
BY: D. OFFE
DRAWN BY:
K.L.
CHECKED BY: L.T.P.
DATE: SEPT., 19
PRII�t
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