HomeMy WebLinkAboutConceptual Drainage Plan005RIM EL.=286.50� ! I
CENTER CHANNEL
1NV. EL.=267.10 (8 PVC)
(IN FROM N. & S. OUT TO W.) .=
RIM �L 24.93�
W. * EL.�=282.9
RIM EL=284.75 � (12" �ONC.)
PROPOSED 20
N. INV. EL=282.20 Q EASEMENT BRICK moo°
(NO TYPE/DW GNEN) o PL AN TER'
E INV. EL=282.15
(NO TYPE/DW GIVEN) Q T85 T86 T87 88
S. INV. EL=282.05 (12 B 1
CONC.) z
C4
RIM EL.=281.84 CB#16 `�
7
CENTER CHANNEL CBI= - _ - --
INV. EL=268.34 (8" PVC) `� I ` S
(IN FROM E. OUT TO N.)
T84 \ T83 T82
i w \
278 -j' �j - --11
I
2761
274
C17
C
RIM EL.=271.11
N. INV. EL.=267.81
E. INV. EL.=267.91
S. INV. EL.=267.81
W. INV. EL.=267.81
PIPE SCHED
ULE
C8#
TYPE
LENGTH
SLOPE, COMMENTS
1 to 2
12" CMP
323'
0.31 %
2 to 3
12" CMP
142'
9.15%
3 to 4
12" CMP
185'
12.54%
4 to 5
12" CMP
111'
9.01%
5 to 7
12" CMP
159'
16.67%
7 to 6
12" CMP
19'
2.63%
6 to 10
12" CMP
81'
14.20%
8 to 9
12" CMP
172'
20.87%
10 to 9
12" CMP
85'
17.53%
9 to VAULT
12" CMP
4'
2.50%
VAULT to 11
12" CMP
4'
0.00%
11 to 12
12" CMP
30'
1.67%
12 to 13
12" CMP
70'
0.30%
13 to 14
12" CMP
95'
2.94%
14 to 15
12" CMP
44'
26.14%
15 to 16
12" CMP
37'
5.03%
CB SCHEDULE
CBS
TYPE
RIM
INVERT
LOCATION, COMMENTS
1
1
400.00
396.00
2
1
401.00
395.00
3
1
387.00
382.20
4
1
363.30
359.00
5
1
353.20
349.00
6
2-48'
333.36
322.50
7
2-48'
333.36
323.00
8
2-48'
343.00
332.00
9
2-48'
314.50
296.10
SOLID LID
10 1
1
315.00
311.00
11
2-54'
306.52
296.00
SOLID LID CONTROL STRUCTURE
12
2-48'
302.75
295.50
13
2-48"
304.00
295.29
14
1
296.29
292.50
15
1
284.00
281.00
76
1
282.00
279.14
CONCEPTUAL DRAINAGE PLAN
FOR VIEWPOINT PLA T
L 0 CA TED IN THE N. W. 1 /4, OF THE N. W. 1 /4,
OF SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST, W.M.,
KING COUNTY, WASHINGTON
GRAPHIC SCALE 1 "=40'
40
MA TCH LINE
r,
T90 I L O �OT LOT
I I > /
\ ,
o 1 2 ( �OT 3 I L T 4 co
o �0Cn
\ \T ��:.A:.'.. W544+
- - 5847E SQ. FT. 7000\
50�Of 000+ co
SQ. FT. SQ. FT \ S
6011 f SQ, FT.
Q. FT \ \ .. .. N \
N I L T \
* 1 4 3f
\ I TRA T B. RI VA AC ESS I \ '1; SQ. FT
136681SQ. FT. r1
CBc,
...... ......
o ' I yf WAY & :. ,.:.:•:.....'.:'::::'....'.....'...'.....'.....
CB#1 ` c°, DRAINAGE ESMT ...... ...�, . I � -----
..
�:: SE 192
_ ., I I D STREET
CB#6 ::.: '...... OT 8 T2
STRUCTURE 462
FT.
T3 I,
U o0 w
I� �ci
= I I I .... T4 \ I
ti � o
-CCOT LOT
'o m> I I LOT LOT 15 �' . i I
18 16 T6
c) 50 5 4 17 + 0 W l± .;.' L T
I c� 059_ �, T7
"SQ. FT. SQ. FT. ' 5401 + SQ. FT. 4 32t T8
f SQ, FT. S FT. T9
B T1o_,
11 I v
LOT 1 �
�....... 4 43 T 121
TRACT D: RECREATION .�::: .... S T13 ° ^v
7069E SQ. FT. ` T 14 , I
r` 6U I 15
��NGSFI j ` �r16
T42 rVF
I \ D L T 11
5 4.8 +� w o
o rn T19
"' r, 1
T37 T38 T 9 T41 :::. Q::.:.. ,.T, :: r
FT.
03 T4o G T20 (A
1`21c) I /
T36 ,, 1 �..... ... ... ... i i I I
i C I I N
T4 43 T72 :.:;... .... T22 I i
7 T73 LOT 12 0
�� I I (11
N T69 Na I
rn � T68 O T74 •_ A � � � � � �� � 48 6 t I N I
N ti FT.
T67 N
�8p T66 6-5-� T7
j \ T64 \ 1
8 �76
\ T63 T81 79 \ ` \ r N 5 90
T61 ,3p 1 ` '� � S T.
80 \
T48
'T49 T50 296 \ \ L 0 T 14
�
S88'11'19"E I I
T52 T51 0 T60 )FT.. SQ109.14' (DEED) I
( �_ _
`', \ TRA T ' '&
T53 T54 ° T59 SENSITIVE AREA "�
` 127,273t SQ. FT.
l (2.92t ACRES)
T55 r'cPa
T56
1
7&
?sa
"166
268 ,
2jo
2' 2
274
A ah
w U4
CD 0
N O
._ �' • e ice,==
CONCEPTUAL DRAINAGE PLAN
ti
- - , j1 6. 8
�rw
N
E
0.4 4 BE 192ND ST & 102ND AVE BE, RENT(K WA
VICINITY MAP
LEGAL DESCRIPTION:
PARCEL B:
THE WEST 410 FEET OF THE SOUTH 660 FEET OF GOVERNMENT LOT 4,
SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN,
IN KING COUNTY, WASHINGTON.
BENCHMARK:
SET WOOD STAKE ON SITE.
ASSUMED ELEVATION OF 369.67 U.S. FEET
DATUM:
ASSUMED
CONTOUR INTERVAL:
2.00 U.S. FEET
BLC
- BUILDING CORNER
MH
- MANHOLE
C
- COMPACT
MJ
- MECHANICAL JOINT
CB
- CATCH BASIN
OVHD
- OVERHEAD
CL
- CLASS
PL
- PROPERTY LINE
CO
- CLEAN OUT
R
- RADIUS
D
- STORM DRAIN
R/W
- RIGHT-OF-WAY
DDCV
- DOUBLE DETECTOR CHECK VALVE
S
- SANITARY SEWER
DI
- DUCTILE IRON
SQ FT
- SQUARE FEET
DS
- DOWNSPOUT
S/W
- SIDEWALK
D/W
- DRIVEWAY
TC
- TOP OF CURB
EL
- ELEVATION
TP
- TEST PIT
ESMT
- EASEMENT
U.N.O.
- UNLESS NOTED OTHERWISE
FD
- FOUNDATION DRAIN
S
- SOUTH
FDC
- FIRE DEPT. CONNECTION
W
- WEST
FF
- FINISH FLOOR
E
- EAST
FHY
- FIRE HYDRANT
N
- NORTH
FL
- FLANGE JOINT
NW
- NORTHWEST
H/C
- HANDICAP
SW
- SOUTHWEST
IE
- INVERT ELEVATION
NE
- NORTHEAST
LF
- LINEAR FEET
SE
- SOUTHEAST
LIS
- LANDSCAPING
LECEN.D.-
BESCRIPTION
STORM SEWER
SANITARY SEWER
WATER
AC PAVING
CONC. SIDEWALK
SPOT ELEVATIONS
CONTOURS
PARKING
STORM CATCHBASIN
STORM CATCHBASIN (ROUND)
SANITARY SEWER MANHOLE
WATER VALVE
FIRE HYDRANT
UTILITY POLE
DECIDUOUS TREE
CONIFER TREE
GUY WIRE POLE
GUY WIRE
WATER METER
AREAS HAVING GREATER
THAN 40X SLOPE
NEY
APR 182008 J
K.C. D. D.ES.
REVISION'
MAIN FILE CQPY00.
"ISTING
EX_ STORM
EX. SEWER
EX_ WATER
xx. xx
50 -
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