HomeMy WebLinkAboutConceptual Drainage Plan007ORP\�PG�
c I`
C/ Rq/NgC
E
CONCEPTUAL DRAINAGE PLAN
FOR VIEWPOINT PLAT GRAPHIC SCALE 1 "=40'
L 0 CA TED IN THE N. W. > /4, OF THE N. W. > /4,
OF SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 NAST, W.M. , 40 0 40
KING COUNTY, WASHINGTON
MATCH LINE
�I
IO
29 41- � �
i
TO BE I z'
1 HOUSE RELOCATED
2.2' COLUMN
,
0 v'
CARPORT i I
RIM EL.=286.50 10' ACCESS EASEMENT
CENTER CHANNEL: � J � � �o o .30' INGRESS EGRESS EASEMENT
INV. EL.=267.10 (8" PVC) REC. #20040122001771 ; ::::::::::::::::::::'
1N FROM N. & S. OUT TO W.) 6'
284 RIM EL. =.93 I�, �- CASCADE
SEWER DISTRICT _4
=T-
EA MENT N REC. 800804 - - - - - - - - - - - - •,-i` �.. --.. ,,�..' 4:.............'..'.
W. INV EL.-282.93
(12
I S89 15 16 E 623.10 6............ ...
............................... . .......................... #5.. 9..49.3':......... .
RIM EL=284.75 T#
N. INV. EL.=282.20 � �BRICK - - _ _ _ B
(NO TYPEIDIA GIVEN) - _ I PLANTER
E INV. EL. =.4 .15
(NO TYPE/DIA GIVEN) " J T85 T86 T87 T88 T90
S. INV. EL=282.05 (12 CONae - 3 r- rAj
o i 1 0 0 �89 0
RIM EL.=281.84 CB 15 0
CENTER CHANNEL: 1_6 _ _ _ - - - _#�
_ - - - -
INV. EL.=268.34 (8" PVC) CB#� - - -
(IN FROM E. OUT TO N.) Z
J N I 0 o F�
o T84 T 8 T82 \ vclo
a -4 \ \
U \ w�C18
z o
`90zi
NI
�L
S Q
�fit'RP��� ���� CB
CD
\A\' P5� PPS, CB#12
41 CONTROL STRUCTURE
Q� �I 1 DTL /2
I ,
i Q
N
i
RIM EL. =271 11N
N. INV. EL.=267.71 (12" CONC.)
E. INV. EL.=268.01 (18 " CMP)
S. INV. EL.=267.71 (12" CONC.)
12 CMP
W. INV. EL.=267.81 (12" CMP) (OUT) I
p � �
NV EL.=212.39 \►
RIM EL.=214.97
-_ E INV. EL.=212.59 (12" CMP)
W. INV. EL.=212.47 (12" CMP)
PIPE S CHED ULE
CB#
TYPE
LENGTH
SLOPE, COMMENTS
1 to 2
12" CMP
59'
0.51
2 to 3
12" CMP
323'
0.37%
3 to 4
12" CMP
142'
2.57%
4 to 5
12" CMP
185'
12.54%
5 to 6
12" CMP
111'
9.01%
6 to 8
12" CMP
159'
16.67%
8 to 7
12" CMP
19'
2.63%
7 to 11
12" CMP
81'
14.20%
9 to 10
12" CMP
172'
19.13%
11 to 10
12" CMP
85'
14.00%
10 to VAULT
12" CMP
4'
25%
VAULT to 12
12" CMP
4'
0.00%
12 to 13
12" CMP
30'
5.00%
13 to 14
12" CMP
70'
1.73%
14 to 15
12" CMP
95'
5.45%
15 to 16
12" CMP
44'
20.70%
16 to 17
12" CMP
37'
5.03%
CB S CHED ULE
C81
TYPE
RIM
INVERT
LOCATION, COMMENTS
1
1
403.95
400.00
2
1
402.50
399.70
3
2-48"
403.65
398.50
4
1
389.65
384.85
5
1
365.95
361,65
6
1
355.85
351.65
7
2-48"
336.01
325.15
8
2-48"
336.01
325.65
9
2-48"
345.65
334.65
10
2-48"
317.15
299.00
SOLIDS UD
11
1
317.65
313.65
12
2-54"
309.17
297.00
SOLID LID, CONTROL STRUCTURE
ORIFICE 1: ELEV 295.00, 0.82 IN 0
ORIFICE 2: ELEV 304.00, 1.76 IN 0
13
2-48"
307.00
296.50
14
2-480
306.09
295.29
15
2-48"
296.46
290.11
16
1
285.32
281.00
17
1
282.00
r279.14
K�°fBR
LOT 1CN :y LOT 5 \ GRAVEL
I I I 4 4 4± SURFACE
N I i 0T� T.
COT 2 \ LOOT 3 6,847± \
7, 000± 7, 000± SQ. FT.
I SQ. FT. C� 8 011± S . FT :.'.':.
` \
o ISQ. FT.i1 \ 00
t
R C T B: PRI V� TE CC S \
J I 3, 960± S F.
W I I \ N
\ I T1
cr- I
a- - I ^ BENCNA{ARK.
26 DRIVEWAY & \ K,
_ ....... ::: �'�' 192ND STREET FOUND PK NAIL AT EDGE OF ASPHALT PAVEMENT
ASSUMED EL=408.39 U.S. FEET
DRAINAGE ESMT ..::.:.......... S
J
#1 CB 7 -, I LOT 0 �? p
z + I 8, 3 3± I FOUND MONUMENT I N N
o ::.:CO CRETE i 0
o I I I SQ. FT. „
T3 I 1-3/8 BRASS CAP W/PUNCH 2
T ACT C: o ( M` #WRA 17364 DOWN 0.40
:DRAINAGE o J L 0 T 12 � . ... � T4 o CITY OF RENTON
9,282 z Q 6, 988± I LOT 10 I ,: :: % ' T5 BENCHMARK NO. 1905 I I I S
- > ( EL. = 410.07 U. S. FEET
co I I I I I I
F . I ! I SQ. FT. I LOT 1 ,355± :'' ^ T6 2
6, 503 I SQ. FT. - ` - I A W
C- SQ. F .
1 , T8 cur I P
f 1 T9
:...:::' T10
CB 10 I I S
I I : w LOT 7 x I G
' ...'..:::.. 178, 8q8± 11 I I I N
TRACT RE _ I / SQ. FT. T 12 i d w
7 369± SQ \ION ' T 13 I z �
TI
.. T 15
:':':P. RLVA:TE.'ROA T16 T17 v
T48
\ T49 T52
I
2� 4
2]6
nig
1�1
r
i
A
[LI
0�
01 4-0 -i 8E 182ND 8T & 102ND AVE 8E, RENTON, WA
VICINITY MAP
LEGAL DESCRIPTION:
E
i
PER STEWART TITLE GUARANTY COMPANY
UBDIVISION GUARANTEE ORDER NO. 205114268)
ARCEL A:
THE WEST 410 FEET OF THE SOUTH 660 FEET
F GOVERNMENT LOT 4, SECTION 5, TOWNSHIP
2 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN,
N KING COUNTY, WASHINGTON.
SURVEYED AS: THE WEST 410 FEET OF THE
OUTHWEST QUARTER OF SECTION 5, TOWNSHIP
2 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN,
N KING COUNTY, WASHINGTON.)
ARCEL B:
AN EASEMENT FOR INGRESS AND EGRESS OVER THE
OUTH 30 FEET OF THE NORTHWEST QUARTER OF
OVERNMENT LOT 4, SECTION 5, TOWNSHIP 22
ORTH, RANGE 5 FAST, W.M., IN KING COUNTY,
ASHINGTON.
VERTICAL DATUM:
NAVD 1988
I'ENC
T42/NF T 18 o I I FOUND MONUMENT IN CONCRETE
# .:...... .... I I I W/ 1-3/8 BRASS CAP W/PUNCH
o I �..... :. T19
"
:•S�:•:•FT�. 20
T37 T38 T39 o T41 I - ': ' :::': :':' ':':':':':' ' ' :':':'. - - o I I LABELLEDWRA »364
:.....:...... co CITY OF RENT�N BENCHMARK NO. 1905
T40 ...... I I EL. =410.07 U.S. FEET
T36 CONTOUR INTERVAL:
T4 43 ............................ T22 I 2.00 U.S. FEET
T72 '
w r :: •, ...... \ : 7 O T 7f \ / a I ABBRE VL4TIONS
T44 T70 :: ..:...
::.. / F, T.
I
BLC - BUILDING CORNER MH
7 \T73 l ,_ C - COMPACT MJ
6 .�, � , i .� � ® CB CATCH BASIN OVHD
T68 ° �°��` T74 61 / / ! CL - CLASS PL
i CO - CLEAN OUT R
o I I I D - STORM DRAIN R/W
T67 DDCV - DOUBLE DETECTOR CHECK VALVE S
I`, I DI DS _ DUCTILE IRON SQ FT
T47 \ T66 T65 T77 CIO��\ 368 �1 I D/W - DRIVEWAY c W
T78 - 75 v EL ELEVATION TP
�64 �- 366 I I '. _ z _� I ESMT -
7 EASEMENT U. N.O.
\ I , I FD - FOUNDATION DRAIN S
N � 1 I -
FDC FIRE DEPT. CONNECTION W
-� ON
T61 T63 T8-6 I II I I FF - FINISH FLOOR E
o I FHY - FIRE HYDRANT N
o 80 "' FL - FLANGE JOINT NW
H/C - HANDICAP SW
\ �9p �92 29$ 66 I I I LF - LINEAR FEETATION SE
T50 LOT 9 I L/S - LANDSCAPING
\ 15,116± I ---------------- -----
J SQ. FT - r
T51 T60 _10 364
i\ I CB#2 I>B'SCRIPTION
- MANHOLE
- MECHANICAL JOINT
- OVERHEAD
- PROPERTY LINE
- RADIUS
- RiGHT-OF-WAY
- SANITARY SEWER
- SQUARE FEET
- SIDEWALK
- TOP OF CURB
- TEST PIT
- UNLESS NOTED OTHERWISE
- SOUTH
- WEST
- EAST
- NORTH
- NORTHWEST
- SOUTHWEST
- NORTHEAST
- SOUTHEAST
' Nf'f EXISTING
T53 T54 T59 � � '
° �
° ACT �02 "' I - . - -
ENSI EAR �- i � STORM SEWER EX. STORr.1
T55 �I I SANITARY SEWER EX. SEWER
12 81 + SQ F
E
APIrrp
I I
/ I
Q z' ( WATER Ex_ WATER
Z_ co C .
AC PAVING
� \ � ' ......... I CONC. SIDEWALK 'y • :...'�.:.
xx. xx x x . x x
SPOT ELEVATIONS l--
\ I 50
CONTOURS
50
PARKING 5 5
W
STORM CATCHBASIN
I �
Z+ STORM CATCHBASIN (ROUND)
SANITARY SEWER MANHOLE
WATER VALVE
H +
FIRE HYDRANT A j \
' E)-- �, a L I UTILITY POLE D ICE
\ �6
1UN 1 5 2009
' DECIDUOUS TREE
K.C.MA TCH'L
D.D.E.S..
CONIFER TREE
GUY WIRE POLE 0
GUY WIRE
WATER METER
AREAS HAVING GREATER �j
THAN 40M SLOPE
~W
44
W O
64
�o:P4
6 6-4 �
AWN
W �
cjO
V �
V
0
0
V)
O
W
V)