HomeMy WebLinkAboutConceptual Drainage Plan (2)RP\NP�E
c I`�
PIPECB#
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
7011.73%
14 to 15
12" CMP
95'
5.45%
15 to 16
12" CMP
44'
20 70%
16 to 17
1
RIM EL.=286.50 -
CENTER CHANNEL:
INV. EL.=267.10 (8" PVC)
(1N ROM N. & S. OUT TO W.)
RIM EL.=284.93
W. INV. EL.=282.93
(12" CONC.)
RIM EL.=284.75 N. 1NV. EL.=282.20
(NO TYPE/DIA GIVEN)
E. INV. EL.=282.15
(NO TYPE/DIA GIVEN)
S. INV. EL.=282.05 (12"
RIM EL.=281.84
CENTER CHANNEL
rL
�t
CONCEPTUAL DRAINAGE PLAN
FOR VIEWPOINT PLAT GRAPHIC SCALE i "=40'
L 0 CA TED IN THE N. �Y. 114, OF THE N. W. > /4,
OF SECTION 5, TOWNSHIP �'2 NORTH, RANGE 5 EAST, W.M., 40 0 40
KING COUNTY, WASHINGTON
MATCH LINE
I�
29
' TO BE
HOUSE RELOCATED of o
N 2, 2' COL�!hgN I ..:.:.:.:.:.:.::..
CARPORT '
10 ACCESS EASEMENT
30' INGRESS EGRESS EASEMENT : f
REC. #20040122001771 ;
1 mod, �o \ 7� p 1-- - -
cn
------ ca
CASCADE SEWER DISTRICT - C)
EA MENT N REC. 800804008 - �. ,T::.............. P:S.P:
1
I.- o, S 382:......., , ........ ......y 15 16 E 623.10CB �
,.
BRICK _
- - i PLANTER I \
L I I I (BR
> \ ' T85 T86 T87 T88 �-- o T90 N 1 ' l ',LOT 5 \ \� GRAVEL
~ o o T89 LOT i I ( �,\ 4441 \ \' SURFACE
o i CB 15I FT
R.41f) Z:� \InT
�,- _..--�--__=------ 6,847E .. ::•. �
INV. EL.=268.34 (8" PVC) CB#� - i -- _; - _ 7,000± LOT 2 7,000t SQ. FT.
(IN FROM E. OUT TO N.) z \ ` 1 N o 0 0 SQ. FT 8, 011 f SQ. FT \ \
• SQ. FT. \
- � I 1 \, 00
T84 T83 T82 � I I TR C T B: PRI Vl� TE CC S \ G
W
N
S
1 0� 1 ; SE 19 2ND 81 & I U 2ND AVE BE, RENTON, WA
�a W o o_ I 3,960-f S FT 1 1 VICINITY MAP
wWo I CB8
2� 6r0(� Op
tiT
i
Tj
i
26 DRIVEWAY & .. ... 1 1 BENCIIMARK. LEGAL DESCRIPTION:
:. SE 192ND STREET fOUP. �PK wuL AT EDGE Of ASPHALT PAVEMENT
CB 13 ASSUMED EL-408.39 U.S. fEET(PER STEWART TITLE GUARANTY COMPANY
P # {
DRAINAGE ESMT t ��
SUBDIVISION GUARANTEE ORDER N0. 205114268)
,PPR� B## 2 x #1 CB 7 i - 4.•: .......
:;:.: :.: .:.:.:.: ` OT 6 TZ = __�
N1 15 QG QON 0 STRUCTURE Z I # ... ........ I o I PARCEL A:
I ' 8 3 3t THE WEST 410 FEET OF THE SOUTH 660 FEET
pr, I o I I FOUND MONUMENT 1N CONCRETE
SECTION 5, TOWNSHIP
',\� `�I • G� I ' SQ. FT. T3 I 1-3/8" BRASS CAP W/PUNCH OF GOVERNMENT LOT 4,
N
a0 I I j WILLAMETTE MERIDIAN
TACT C.' w o ^� ':' I ° #WRA 17364 DOWN 0.40 ® 22 NORTH, RANGE 5 EAST, ,
i i I IN KING COUNTY, WASHINGTON.
- N DRAINAGE o�= SLOT 12 I I :.: T4 CITY OF RENTON 1
w I LOT 1 D T5 BENCHMARK NO. 1905 1 ( (SURVEYED AS: THE WEST 410 FEET OF THE
9, 282 z' 6, 988E
SOUTHWEST QUARTER OF SECTION 5, TOWNSHIP
F . I t :':':.:': �, I I EL.=410.07 U.S. FEET I l
_ 1 I I SQ. FT. I LOT 1 355_ WILLAMETTE MERIDIAN,
22 NORTH, RANGE 5 EAST,
N ti ��0 - - - ° 6, 503 I SQ. FT :.: � _ ` - T6 I A W I IN KING COUNTY, WASHINGTON.)
RIM EL.=271.11 I ... T8 CUT
N. INV. EL.=267.71 12" CONC. I SQ. F .
) I 1 � I d' � ` T9 PARCEL B:
E. 1NV. EL. =268. 0 7 (18" CMP) M'
S. INV. EL.=267.71 (12 CONC.} n+ CB 1 O r� I , , • • . I I I AN EASEMENT FOR INGRESS AND EGRESS OVER THE
SOUTH 30 FEET OF THE NORTHWEST QUARTER OF
_ ?� ,i+ -' L O T 7 1 I GOVERNMENT LOT 4, SECTION 5, TOWNSHIP 22
" W. INV EL. «7... CMP) (OUT} I - I I �8,8N13i 1 11 I Q I I NORTH, RANGE 5 EAST, W.M., IN KING COUNTY,
12 CMP
INV EL.=212.39� iTRACT �. ...... S(, FT T12 i m I I WASHINGTON.
RECR A TION -�_. ,.. . T 13
RIM EL.=214.97 c 9f SQ FT ..:" ` T1 I I z I
cs+ cV
E. INV EL.=212.59 (12 CMP) o .... .. .. VERTICAL DATUM.
U "' l T 15 I v
W. INV. EL.=212.47 (12" CMP) /�D) ..... . I I I NAVD 1988
G > TRACT-,,�':•.. o
I
::T17 ' BENCHMARK:T42 ��NF �' ` .:..... T18 ( FOUND MONUMENT IN CONCRETE
:..:.T19 I W/ 1-3/8 BRASS CAP W/PUNCH
In
T38 :° 0 I I I LABELLED #WRA 17364
o T41 0o CITY OF RENTON BENCHMARK NO. 1905
"' ' EL.=410.07 U.S. FEET
T40 i C#9:T2
6 SCHEDWLE T22 I CONTOUR INTERVAL:
: 2.00 U. S. FEET
T44 T70 ' 0 7+ I ABBRG MTIONS
............. • ... FT 1 i
\ \T73 BLC _ BUILDING CORNER MH
7 , III"""TTT C COMPACT MJ
T6 / 1 ® I CB CATCH BASIN OVHD
\ T68 ° �°�� T74 ' ��\ I O i CL - CLASS PL
- CLEAN OUT R
\ v D STORM DRAIN R/W
T67 1 \ ( r X I DDCV -
2 � � 1 DOUBLE DETECTOR CHECK VALVE S
68 \� 1 DI - DUCTILE IRON SQ FT
T47 L T66 T65 T77 \ CO \ II I DIW - DRIVEWAY TC W
1
4---- -- - T78 75 \ 1 366 I I CB#1 �; �; EL - ELEVATION TP
7� ; \ I z I ESMT - EASEMENT U.N.O.
\ -- I \ I FD - FOUNDATION DRAIN S
\` 79 "' 1 FDC - FIRE DEPT. CONNECTION W
T61 T63 \T8'� �, I I I I FF - FINISH FLOOR E
80 0 � I FHY _ FIRE HYDRANT N
' T48 � I HNC _ FLANGE OINT SNW
W
�9 I ��, ® I 1E - INVERT ELEVATION NE
90 ` 29$ I I LF - LINEAR FEET SE
T50 LOT 9------------- LIS - LANDSCAPING
15,116+ I - i
SQ. FT {l.. r
T491t52 T51 T60 J64
.LE'CE' T.-
a I CB#2
- 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
T53 T54 T59 I i. PTION NEF EXISTING
co
2" CMP 37' 5.037 o ACT �' I 1 Ex. STORM
ENSI EAR / 302 i I STORM SEWER 19
_ _ _ _
T55 I
12 81 + SQ F �0 I ' 1 SANITARY SEWER E Y. SEWER
CB S CHED ULE
CB#
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
SOLID LID
11
1
317.65
313.65
12
2-54"
309.17
297.00
SOLID, LID, CONTROL STRUCTURE
ORIFICE 1: EL7V 295.00, 0.82 IN 0
ORIFICE 2: E_EV 304.00, 1.76 IN 0
13
2-48"
307.00
296.50
14
2-48"
306.09
295.29
15
2-48"
296.46
290.11
16
1
285.32
281.00
17
1
282.00
279.14 -
0
T (2.9 AC
5S) 29$ V4,TER -fix= w-AT
6'� •
�' o ' I AC PAVING
I : ,
CONC. SIDEWALK y • �.
cp --- I ......... :. �.
IXk
..• ..... I SPOT ELEVATIONS
\\�90 CONTOURS 50 50
_�\ \ I I
\ I - ♦ PARKING 5 5
!Clq STORM CATCHBASIN
STORM CATCHBASIN (ROUND)
1 P A 1 SANITARY SEWER MANHOLE
E ! '
�. WATER VALVE H
\ 1 FIRE HYDRANT �� i .►2
d1
\ ' 1 UTILITY POLE
J\ ' DECIDUOUS TREE o,,
i A TIC LINE�s
214
CONIFER TREE
VGUY WIRE POLE O�
CON("...E.PTUAL DPAIN.iI GE PLAN GUY WIRE
I " -40'
4O' WATER METER
AREAS HAVING GREATER Ck
THAN 40% SLOPE
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0
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