HomeMy WebLinkAboutS-332501T'� X10230
EX ,WIRE FENCE 164.43' S88 °31'46 "E
o W� ,
TL #1023059139
I' STA 1 +12,.5.5'LT
S 48" SSMH #1 -TYP 9
RIM EL= 432.63
INV EL= 422.50
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CD
00 CD
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0
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GRAPHIC SCALE
zo o �o zo eo as
( IN FEET )
1 inch = 20 ft.
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N
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W
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7
20'INGRESS /EGRESS EASEMENT
+ ; REC NO. 9004111113 & 9005091478
L
t_ 1476.22' (CALC) I _ 0
- _ 0 +00 (.. o +so _.: - _8" 'X ._. w WD -9.1 WATER A.IN
- - 1 D -- -- -- t 0 8 W
C.O.R. MON #1848 FND 1- 2 BRASS - "- i� _ +00'-- - c� 892.11 DISC W /PUNCH MARK ON 4 "X4" CONC ----------------------- _ _ _
_
STA 0 +06, 4'LT
JQ I MON W /CASE Ex 4s° SSMH -TYP 1 - SEE DETAIL
RRIER
RIM EL= 417.85 PC STA 2 +03.24, 18'LT
(� (6/17/05) INV EL =41 1 BEGIN CURB R =30'
o " N= 183,691.4502 (RENTON) N E 10th STREET T/C = 430.30 STATION EQUATION )
L =47.95 STA 2 +50.57(NE 101 ST)-
N E- 1,300,377.4087 (RENTOI\T R=30.00' STA 4 +29.50 (CHEL N)
Delta= 91'3424" INSTALL STD MONUM17NT
�j WEST 1/4 OF SEC 10 -23 -5 STA 0 +00 AHEA
l FND 1 -112" BRASS DISC W /PUNCH STA 14 +76.22 BACK
MARK ON 4 "X4" CONC MON W /CASE MEASURED DISTANCE C. L. 137TH AVE SE -�
(6/17/05)
N= 183,748.6606 (KCAS)
o E= 1,671,255.9645 (KCAS)
_ 1 R OU
42 07 FR 3 7
I
.= 35' DEDICATED
RIGHT OF WAY
o
N
g o
\ I
THAT PORTION OF THE NE 1 /4 OF THE NW 1
STA 3 +96, 7'LT
48" SSMH #2 -TYP 1
RIM EL= 432.63
,INV EL= 419.68
J
Q
PC ,STA 2 +95.40 14'LT
/// BEGIN CURB R =20'
/ T/C = 43216
I
/ 38LF 8" SS PVC
//4 OF SECTION 10, TWN 23 N, RANGE 5 E, W.MFOUND
5= 10.71%
� d
N
r�, 3 +-00 -0- -
-78-
-
92t 3- 4-
+ 'LT
PT STA 2 _
ND OF CURB R =20'
5/ 8" REBAR
T/C = 43 2.36
I
& CAP
7.
FF= 428.00
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EX CYCLONE FENCE
STA 1 +55
33LF 6" SSS
(L
`a
S =2.0%
INV EL= 422.73
x
W
C) w
N �• 2 TH S T.
20'JOINT USE
5
FF= 426.65
STA_
33LF =G" SSS �-
�
EASEMENT FOR
s= 20 %`,.
_
LOTS 4 & y
INV EL= 422.63
0
i
LEGEND
<
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CORNER 1 - 23- 5
® MON IN CASE
,.,...,
O
C.O.R. MON 159 FND 1-112"
0....
SURFACE BRASS MONUMENT v
_
�¢
W
1T
BRASS DISC W PUNCH MARK
FOUND REBAR &' CAP \X
OR IRON PIPE �QQ
N ,X
O
S 2 +27
1osL -6" sss
FF= 428.00
ln °.
N
Z I
N 4 "X4" CONIC MON W CASE
AT NN 12TH ST & UNION AVE
• SET 1/2- REABR & CAP h���^
Ls #9470 ry �`°
c4
°
NVE =4 _65
-
W
NE (6'17/05)
o�°
x
M
r'°
co
Q I
N= 186,373.1000 (KCAS)
SECTION CORNER
z
i
a
w
W 3 N
Z
r
E= 1671236.855 (KCAS)
4
°O
a
STA 2 +37 `- --
-- = - - -- - -- `
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o
N. s I
Z x a
~�
1 4 CORNER o -5)
O
1osLF -s" SSS_,
S�2.0%
- - --
t a a
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00
INIV EL 423.55
26'AC
pal'
qZ
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o
PRIVA
i& UTI
E/ Lij
I+TY EASE NT Z
xr
FF 425.55 .
.55
FF= 429.00 w
;;e-
Nv
/
� Q
n
0
STA 3 +10.5'
33LF 6" SSS
S =2.o °
INV EL =4
0 4
Ea
Q
,_-
N N
co
N N
�' U
PT STA 2R RT
-
I
END F CURB -30
- T/C = 430.45 -
>
FOUND'' 5/8» REBAR
FF= 426.00
(- _ __
STOP SIGN, &
C)
Q >
-
Y& CAP
.STA 1 +59 ;':
I EX HOUSE STREET SIGN
z
30LF -6" SSS
SEE DETAILS
70_BE
REMOVED
Q
F X
--.
INV EL -4 9.00±
4532 -
L17
STA 1 +49 ,'
r
r r
N
(f
TO BE USED S OR
CONTRACTORTO INSTALL
SERVICES UNDER STORM
PIPE
Q I
LOT 1 INV Et= 419.00±
CCL L
f
_
------ - - - - --
_ 1'`C A !lam
- --
r+r�
-
e.... ... .-.
TL #1023059139
I' STA 1 +12,.5.5'LT
S 48" SSMH #1 -TYP 9
RIM EL= 432.63
INV EL= 422.50
LO
I ,
CD
00 CD
N �
T CD
0
I
GRAPHIC SCALE
zo o �o zo eo as
( IN FEET )
1 inch = 20 ft.
I
N
I
z
O
W
I
7
20'INGRESS /EGRESS EASEMENT
+ ; REC NO. 9004111113 & 9005091478
L
t_ 1476.22' (CALC) I _ 0
- _ 0 +00 (.. o +so _.: - _8" 'X ._. w WD -9.1 WATER A.IN
- - 1 D -- -- -- t 0 8 W
C.O.R. MON #1848 FND 1- 2 BRASS - "- i� _ +00'-- - c� 892.11 DISC W /PUNCH MARK ON 4 "X4" CONC ----------------------- _ _ _
_
STA 0 +06, 4'LT
JQ I MON W /CASE Ex 4s° SSMH -TYP 1 - SEE DETAIL
RRIER
RIM EL= 417.85 PC STA 2 +03.24, 18'LT
(� (6/17/05) INV EL =41 1 BEGIN CURB R =30'
o " N= 183,691.4502 (RENTON) N E 10th STREET T/C = 430.30 STATION EQUATION )
L =47.95 STA 2 +50.57(NE 101 ST)-
N E- 1,300,377.4087 (RENTOI\T R=30.00' STA 4 +29.50 (CHEL N)
Delta= 91'3424" INSTALL STD MONUM17NT
�j WEST 1/4 OF SEC 10 -23 -5 STA 0 +00 AHEA
l FND 1 -112" BRASS DISC W /PUNCH STA 14 +76.22 BACK
MARK ON 4 "X4" CONC MON W /CASE MEASURED DISTANCE C. L. 137TH AVE SE -�
(6/17/05)
N= 183,748.6606 (KCAS)
o E= 1,671,255.9645 (KCAS)
_ 1 R OU
42 07 FR 3 7
I
.= 35' DEDICATED
RIGHT OF WAY
Li
\ I
Q
STA 3 +96, 7'LT
48" SSMH #2 -TYP 1
RIM EL= 432.63
,INV EL= 419.68
J
Q
PC ,STA 2 +95.40 14'LT
/// BEGIN CURB R =20'
/ T/C = 43216
I
/ 38LF 8" SS PVC
Q
5= 10.71%
� d
N
r�, 3 +-00 -0- -
-78-
-
92t 3- 4-
+ 'LT
PT STA 2 _
ND OF CURB R =20'
T/C = 43 2.36
I
� dz
S'�0I4AL
E7CPIRE9 6/22/07
RECOMMENDED
FOR APPROVAL
BYA- -" DATE 'IRA
BY; ATEi9%
BY DATE
BY DATE
BY DATE
STA 4 +30, 19.50'LT
(CHELAN)
48" SSMH 1
RI
RIM EL= 432.76
INV EL= 415.61
CO'. 5 33250 f J10 $ o0,7