sp-1288f$COUNTY DATUM
BASED ON DESIGN INVERT ELEVATION OF
2034.54 ON MANHOLE NO. 7 AND FOUND
SURVEY CONTROL POINTS EST. BY IPE FOR
8th AND LONG SEWER DESIGN IN 1994.
6
10 +00 4TH LN.=
(
PLAT BOUNDARY
Y
ASSESSOR No.
55192 -0351
CURVE TABLE
CURVE RADIUS LENGTH TANGENT
* C6 30.00 47.32 30.20
* C7 .30.00 46.93 29.80
* C12 30.00 46.93 29.81
* ON TYPE B CURB, RADIUS REFERS TO - ACE OF
- .......
LEFT
TOP CURB
_._ 2 0 40 ._
2050
C
PROFILE
2040
2050
RIGHT
TOP CURB
2040 1
11 +34 4TH LN.=
20 +22.95 MANIFOLD LN.
CHORD
42.56
42.29
42.29
CURB
<9
II I
0 Et
O Cr
a
10 +00 r_t
- C.0080
- C..0080
DELTA
9022'27"
89'37'33"
89'37'57"
LCW POINT
STA =11 +35.46
EL = 2046.00
-C.0080
LC POINT
STA =11 +35.46
EL = 2046.00
SEE SHEET
30F11
0
O
N �p
00 d'
ap O
11 +00 •
•
lo
0 O
0 O
ri) C
II O Z
+ Z J
a
:.::. :::.: :: : . .::::::::::..
M M .--- •--_.__ ----- _
I . - i3 - ,/ N89'44' " W 1 4 •' 1 - 15 -}
/
l .{ ,' 12
-'CORBIN -ADDITION
TO..: REENACRES
U
O 't
N �p
N O
60.O()' VC
60.0(0' VC
0
co
+
N
0
N
O N
0 0 .
+�
••zi•
2
- 4' BORDEN &
- 10: -- UTILITY
"EASEMENT
+0.0230
+0.0230
+0
12 +00
NW 1 /4, SECTION 19, T.25. N., R45 E., W.M.
SPOKANE COUNTY, WASHINGTON
LONGVIEW
PLAT
BOUNDARY
11
_ 50.00'. VC
50.00' VC
0 r 0 N
a)
N 0 N
0
N
- EXISTING
GROUND
4
- EXISTING
GROUND
TOP OF
CURB
13 +00 - ,14 +00
LONGVIEW
SHORT PLAT
A No.
.55192-0321
PLAT
BOUNDARY
+0.0070
+0.0070
PROPOSED
GRADE
+0.0070
1 4TH AVE.
- 4' BORDER &
10' UTILITY
EASEMENT `
2.
■
EXISTING
GROUND
15 +00,
r
m
X `
0 0
O
(0 O
N
u7
16 +00
+0.0050 95
it
N
u7
+ N
O
HIGH POINT
;STA =16 +10
EL= 2051.35 - 0.0070
50.00' VC
+0.0050 cx,
1 O
O N
< a
(nom N
co (1)'r --
t co
O
8 U N
N N c� 0
N
5
PROJECT TBM
MANHOLE N0.7
INVERT EL.= 2034.54
17 +00
16 +62.19 4TH LN.=
10 +00 LONG RD.
2050
LEFT
TOP CURB
2040
2050
PROFILE
2040
2050
RIGHT
TOP CURE?
2040
8
CONSTRUCTION NOTES
S
O8 EXISTING FENCE TO BE REMOVED.
DEVELOPER'S APPROVAL
UNDERGROUND SERVICE ALERT
ONE -CALL NUMBER
456.8000
GRAPHIC SCALE
50 25 0 50
1 1 1 1
( IN FEET )
1 inch = 50 ft.
VERTICAL SCALE:
RECEIVED
AUG]. 7 10111
wax
CALL TWO BUSINESS DAYS
BEFORE YOU DIG
ci:;CURB RAMP PER SPOKANE COUNTY STANDARD PLAN A -5,
DESIGN "A ".
STREET NAME AND STOP SIGN PER M.U.T.C.D. AND SPOKANE
COUNTY STANDARDS.
0 STA 11 +35.50, 15.5' RT. TYPE 2 CONCRETE INLET WITH TYPE 2
FRAME (W/ HOOD), GRATE AND GRATE GUARD PER SPOKANE
COUNTY STANDARD PLANS B -6, B -11, B -13 AND B -17.
TC EL. = 2046.00, RIM EL. = 2045.42.
0 224 L.F. OF 12" H.D.P.E. STORM PIPE.
S = - 0.0180, IE(N) = 2038.02, IE(S) = 2042.05:
NOT USED.
O METAL BEAM GUARD RAIL WITH "END OF ROADWAY" SIGN,
W15 -1.
O7 EXISTING POWER POLE TO BE RELOCATED.
DATE
= 10' 1
EIFFICIAL PUBLIC DXCUMENT .
SPOKANE COUNTY ENG`NEER'S VICE E
PROJECT # ___ _ '..'__. _ 2-
SUBMITTAL # .1 �
RUT IN TO COUNTY ENGINEER •
100
4
Planning
nglneering
Architecture
Landscape Architecture
Land Surveying
4 707 W. 7th Avenue, Suite 200
:Spokane, WA 99204
;:Phone: (509) 458 -6840
Fax: (509) 458 -6844
Associates, Inc.
QA
1 EXPIRES 9/24/01 1
PREPARED UNDER 'ME DIRECT
SUPERVISION OF
NELSON W. OGREN, P.E
WASHINGTON REGISTRA110N
NO. 37461
FOR AND ON BfIALF OF
cLc ASSOCIATE'S, INC.
0
0.
0
N
Q)
0
Project Number: S000470
CLC Job Number: S000470
Drawn By. NWO
Designed By. NWO
Checked 3y. NWO
THESE PLANS ARE INSTRUMENTS OF PROFESSIONAL
SERVICE AND ARE PROTECTED BY COMMON LAW,
STATUTORY AND OTHER RESERVED RIGHTS INCLUDING
COPYRIGHT. THEY MAY NOT BE REPRODUCED OR
USED FOR ANY PURPOSE WITHOUT THE WRITTEN
CONSENT OF C.LC. ASSOCIATES, INC. (AN AFFILIATE
OF COLORADO LAND CONSULTANTS, INC)
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