HomeMy WebLinkAboutConceptual Drainage PlanPIPECB#
TYPE
LENGTH
SLOPE, COMMENTS
1 to 2
12" CMP
59'
0.512
to 3
12" CMP
323'
0.37%
3 to 4
12" CMP
142'
2.57%
4 to 5
12" CMP
185'
12.54%
5to6
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
CBj
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 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
2-480
307.00
296.50
14
2-4.8"
306.09
295.29
15
2-48"
296.46
290.11
16
1
285.32
281.00
17
1 1
282.00 1
279.14 -
a
RIM EL.=286.50
CENTER CHANNEL:
INV. EL.=267.10 (8" PVC)
(IN FROM N. & S. OUT TO W.)
Y
RIM EL. =284, 93
W. INV. EL.=282.93
(12" CONC.)
RIM EL.=284.75
N. INV. EL.=282.20
(NO TYPE/DW GIVEN)
E. INV. EL.=282.15
(NO TYPE/DIA GIVEN)
S. INV. EL.=282.05 (12' CONCH
RIM EL.=281.84
CENTER CHANNEL
CONCEPTUAL DRAINAGE PLAN
FOR VIEWPOINT PLA T
L 0 CA TED IN THE N. W. 9 /4, OF THE N. W. 114
OF SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST,
KING COUNTY, WASHINGTON
GRAPHIC SCALE I "=40'
W M. ) 40 0 40
MATCH LINE
O
I I I
/ P
29 '
TO BE
I HOUSE RELOCATED-
2. L vGLU��I�
CARPORT
I I
I
� 10' ACCESS EASEMENT
�6 0 30' INGRESS EGRESS EASEMENT
REC. #20040122001771
On
Vcp _
- - _ CASCADE SEWER DISTRICT - - -_
- - - - - - - - - - - - t ... ,; .... 777�.. ,- -- .. Cr)
EA MENT N REC. 8008040087 - 4. l�: S. P:
-(:'..': EASEMENT . N'0:::�1•:..... .. , , . ,
T ..:... ... .
S89 5 16 E 623. l O CB# .. .'5.:. .
BRICK
.. .... ......
o � I
- - i PLANTER I I •.....
T85 186 T87 T88 T90 LOT 1 9 LOT 5 \ \ GRAVEL
30 + O o T89 0 0 ' `� I ( 444t I SURFACE
CB 15 I I 0T\4 FT.
N
INV EL.=268.34 (8" PVC) CB#� - -- - _- _ _ _ - - - - \~ - - 7,000t LOT 2 6,847t \
IN FROM E. OUT TO N. Z 7, OOOt SQ. FT I \
( ) _ I a, a SQ. FT 8, 011 t SO. FT. \,
N o � 0 1 SQ. FT.00
\\
W
0 - U 1 \
T84 T83 ti I I R C T B: PRI V� TE CC S t .. • \
o T82'� v_, o
a w I o o M ON
W I I 3, 960t S Fr. I 1.' 1' � \ J
U \_ z o 0 1 -- T1 / '-
� �,, o I Q - CB#81. z
o �, �, 26' DRIVEWAY & - ..-� . Q FOUND PK NAIL AT mGE OF ASPHALT PAVfaIENT
5 0 �, �' SE 192ND STREET -
RP�� 3 1 CB13 AuMm EL-4o8.39 U.S. FEET
`L I '� Q DRAINAGE ESMT7
--;::: ::I..........
PRE pp . 2) � s
i I i �.Q P CB#12 #1 CB 7-.::':' LOT 6 T2
N 15 A, QG CONTRO STRUCTURE z� 71 1 .....,.,. ( 8,3 3t ° I
1 aTL o I I I �, I FOUND „MONUMENT IN CONCRETE 0
M I SQ. FT. T3 1-3/8 BRASS CAP W/PUNCH 2
°
T ACT C: #WRA 17364 DOWN 0.40 i I
W i
\ DRAINAGE I� LOT 12 I �... T4 CITY OF RENTON
9, 282 �' a6,9881I i I ; / ' ° BENCHMARK NO. 1905
z I LOT 10 "�.':: T5 ( S
- - '- _ _ _ I m ! II I + .'' : ' I I I EL. = 410.07 U.S. FEET
�r �� _ _ - S F . 1 I I SQ. FT. LOT 1 ,355_ :^ T6 \Jlc�u
-- I 2
6, 503 SQ. FT. I W
RIM EL. = 271.11 l�' ti cz "' cc SQ F I - - T T
N. INV. EL.=267.71 (12" CONC.) ( I 8 T9 I P
E. INV EL.=268.01 (18" CMP) I I �, `'CIO
till S. INV. EL.=267.71 (12" CONC.) I CB 10 I I T 10 I I S
W INV. EL.=267.81 (12" CMP) (OUT) 1 _ 1 �` I 01
LOT 7 1 11 I G
12 N CMP I 88Q8t I I N
I !FACT (�. _ I .' ::... /...... F T 12 m W
INV EL. =212. 39 RECR A T/ON SQ. T T 13
j , 369t
' RIM EL.=214.97 ! � SQ. Fr ..,. ��'.. :... � T1 z �
_- _ -- E. INV E1.=212.59 (12" CMP) I o � 1S' i l .y,' r1 I
5
W. INV. EL.=212.47 (12" CMP) BC�7��/Nc s / .TRAC;T-.A;:-:-:-'` T16 0
Er
T 17
l BqC� PRI:VA'TE' ' OA w
i
i
W
[a
S
0.40 .I BE 192ND ST & 102W AVE BE, REWON, WA
VICINITY MAP
LEGAL DESCRIPTION:
C
7
ER 57EWART TITLE GUARANTY COMPANY
UBDIVISIQN GUARANTEE ORDER NO. 205114268)
ARCEL A:
E WEST 410 FEET OF THE SOUTH 660 FEET
F GOVERNMENT LOT 4, SECTION 5, TOWNSHIP
2 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN,
KING COUNTY, WASHINGTON.
URVEYED AS: THE WEST 410 FEET OF THE
OUTHWEST QUARTER OF SECTION 5, TOWNSHIP
2 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN,
KING COUNTY, WASHINGTON.)
ARCEL B:
AEASEMENT FOR INGRESSAND EGRESS OVER THE
OUTH 30 FEET OF THE NORTHWEST QUARTER OF
OVERNMENT LOT 4, SECTION 5, TOWNSHIP 22
ORTH, RANGE 5 EAST, W.M., IN KING COUNTY,
ASHINGTON.
VERTICAL DATUM:
VD 1988
BENCHMARK:T42 �NE� T18 I FOUND MONUMENT 1N CONCRETE
.9:T19 I i W/ 1-3/8- BRASS CAP W/PUNCH
T37 T38 T39 o T41 , I ..: , :. ' .... ... ' r'', ° 1 1 ILABELLEDWR4 f7364
CITY OF RENTON BENCHMARK NO. 1905
° T40 G #9 . - - J j I EL.=410.07 U.S. FEET
.. SCHEDULE r36 I :.: ' . ` T22 CONTOUR INTERVAL.
\ T4 43 �:':':':::'::::: ' I 2.00 U.S. FEET
\� T44 T70 �::.' , 0 7- I I A.BBREVZ4TIONS
FT ,
BLC - BUILDING CORNER MH
T73 C _ COMPACT MJ
T6 / CB CATCH BASIN OVHD
T68 ° �°�� T74 / / ;� I I 0 ;' I CL - CLASS PL
�� - I I CO _ CLEAN OUT R
D STORM DRAIN R/W
�16 T67 \ C T I DDCV - DOUBLE DETECTOR CHECK VALVE S
DI - DUCTILE IRON SQ FT
T65 � 368 I I DS - DOWNSPOUT S/W
T47 T66 T77 �\ \ 1 I CB#1 I D/W - DRIVEWAY TC
T78 75
EL - ELEVATION TP
366 � �64 �� � � � � I
Ln
I z , ESMT - EASEMENT U.N.O.
\ ° 7 �,, �' \ \ I v I FD - FOUNDATION DRAIN S
79 "' FDC - FIRE DEPT. CONNECTION W
T61 T63 FF - FINISH FLOOR E
FHY - FIRE HYDRANT N
FL - FLANGE JOINT NW
- T48 ° I H/C - HANDICAP SW
66 +® I IE - INVERT ELEVATION NE
T50 < 0 9� \ \ 2g$ \ L 0 T 9 I 1 LF - LINEAR FEET SE
I I L/S - LANDSCAPING
15,116 \ t--------------- --- i
\ T49 T52 \ \
T51 T60 � � \ SQ. F T. � - - -t;t �. J
364 I LE'CEATD.•
� I
r53 I CB DESCRIPTION NEI�
T54 T59
ACT 3�2 I I STORM SEWER
T55 1 ENSI +E AR �' I :: ,: I SANITARY SEWER
2 81_
\ tea:.•Ilk
• • 1 �`` �� ��
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11
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ME WN ♦♦fit♦
•
LAP
61
4: INA! 14
WE WN, Qs
\1•MM
CONCEPTUAL DRAINAGE PLAN
1 -40'
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WATER
AC PAVING
CONC. SIDEWALK
SPOT ELEVATIONS
CONTOURS
PARKING
r+�
I ^y STORM CATCH&ASIN
STORM CATCHBASIN (ROUND)
SANITARY SEWER MANHOLE
I144
;�• WATER VALVE
FIRE HYDRANT
A UTILITY POLE
y--1-�� DECIDUOUS TREE
CONIFER TREE
GUY WIRE POLE
GUY WIRE
WATER METER
AREAS HAVING GREATER
THAN 40N SLOPE
50--
O
- 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
EXISTING
Ex_ STORK,
EX_ SEWER
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AC PAVING
CONC. SIDEWALK
SPOT ELEVATIONS
CONTOURS
PARKING
r+�
I ^y STORM CATCH&ASIN
STORM CATCHBASIN (ROUND)
SANITARY SEWER MANHOLE
I144
;�• WATER VALVE
FIRE HYDRANT
A UTILITY POLE
y--1-�� DECIDUOUS TREE
CONIFER TREE
GUY WIRE POLE
GUY WIRE
WATER METER
AREAS HAVING GREATER
THAN 40N SLOPE
50--
O
- 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
EXISTING
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EX_ SEWER
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