HomeMy WebLinkAboutS-363101SARAH'S SHORT PLAT
A PORTION OF THE N.W. 114 OF SECTION 04, T.23N., R.05E., W.M.
CITY OF RENTON, STATE OF WASHINGTON
I=!,I NI UJ V
V
TREE TO BE - FUTURE FULL INFILTRATION BMP
RETAINED 322---7 DRYWELL FOR ROOFDRAINS, TYP.
x \ (6.7 CU; YDS. ROCK FOR ASSUMED
e' PRIVATE 2,000 SO. FT. ROOF AREA - FINAL FOUND 3/4"
w °'�. J2 DESIGN W/ BUILDING PERMIT) IRON PIPE
LANDSCAPING -SEE/DETAIL 0 18 S FOUND PE
3 N I xo -SEE LANDSCAPE I
__ -_ __3y__ I - o--- N 88'1$'15" W \ PLAN ro`� 0.04'S
W o-�I � 16 70.02' -- - - - - _ _340'.4_9' 0.08'E�
a 1`. 80.02' / h 77.73' I - - - - -
_� p� N
I", "" zo' BSB%rvP - - - - - - -( % T /1 777_7T7T i 6 ' - 50.21'
25 / -
43J __ / - - -- / J_/� _- -- VO � EX. GARAGE d /iC•
z PRIVA ji ,. l I" / 7 L _ - - _ r % • CONCRET I NI _ _ IVVV ✓ ✓ ✓i��/// !r / .� �
ro Iw I- fjr/ // o O BE REMOVED! l\
_ _
! wLA SCAPIN 15' 5 o �' - .---- .- 1 - - - - -- :--1 r --. - --
STA 0+32 I 3 I BTYPI. �. /7,001 Sq Ft 'r // EX. GARAGE BTYPL ` \i I 1 - - -- I
1- 6"x6" TEE (FLxFL) 3 ,� , I- ) I I 'F= 322.13 �02 Sq Ft _ -I I- _ - 7,773 Sq Ft 1p^ 6,251 Sq Ft 7,�\ I
1 -6" GATE VALVE (MJxFL) ev / ✓ TO BE REMOVED 6XISTwG HOUSE
1 -FIRE HYDRANT ASSEMBLY 0 30' p I ✓ / F- 324.38 FU/' RE FF= 323.5± 18.5 18.5' ( I 5,021 Sq Ft I
1 -7'± 6" D.I. CL52 ! !o FUTURE "FF = 323.0±. TO BE REMOVED r - - FUTURE FF =324.0± 3/4" WATER SERVICE
,o pn/ 16' DRIVEWAY, TYPE 5'x5'z2" RIP RAP -SEE STD PLAN 320.1
t -8' ADAPTER (FLXFL) ii ALONG LENGTH OF ROA 1 �`+ - P- A2?DJACENT I (w I
1 -8"x4" REDUCER (FLxFt) ( -USE FILTER FABRIC - GRASSED FILTER S1RIP & (w FUTURE FF= 325.0±
! 1 F \ �� r-/ of OVER INFlLTRATIONU 7P INFILTRATION 10' 10' 20' INFILTRATION TRENCH, T'P. I° FUTURE FF= 324.5±
1 -4" GATE VALVE (FLXMJ) i1 > `IJ,I L - - - SEE DETAIL , _ • 11 TRENCH' TP. -SEE SECTION p 1 \
W/ THRUST BLOCKING ! •• �,�/';�� o '!BENCH -SEE - _ 1 I. p I STA. 2 +84 0
USE EXISTING , f- 1° SM1N VQ o DETAIL A =A /� > `STA. 1 +3f �' `' �-- -- STA. 2 +22\ 6" PVC SEWER (_ C3 \
-SEE STD PLANS 300.1 & 310.1 !I I ?I_ 8 I -.TYF' �' r A A - .MIN -INV 317,` `,•\ -� MIN. INV =317 I'� of MIN. INV =318 1- 2" BLOWOFF
! WATER METER I \ TYP
A y u n of
j m &SEWER -"'°� _ /' \ - it /z C 0 i \ I p 2% N NO 7, 9.5' PRIVATE I p o 1 PERMANENT\ASSEMBLY
j STUBOUT w _��111 - - �.�z � DRAINAGE PER STD PLAN 340.1
j o R LOT 5 !� (' _ _. -,C� - -- _ _ BASEMENT z ( 1-4" CAP (MJ))\ 1 1
`•�. \ P •1 i/ t W/ THRUST BLOCKING I
CONNECT TO EXISTING 8" C.I. MAIN ( " -'
t -8 "x8" TAPPING TEE d �+:�'= I .6' / /. /i .:'� .'. . . 63 o . �• - C.O. -- - - -- ( -MIN. INV =318
1 -8" TAPPING GATE VALVE (FLxMJ ( 'n "F O \ , f 4. I f .' ./ CL52. : P •F. _ - ^- 1 TREES
�_���p ..,290»4 DI IV wt
-SEE STD PLAN 3GO.IHFOR7TESTINGN& N 0 00 j ilt `»8"b CI L52 ._. � \t �� .pWA � } 3 ?4 __.Z .2 +00 ppp .''•'.'•'• . RETAINED
FINAL CONNECTION DETAILS 1 ill. ....: �!....:.. 320^"8 :.PVC.SEWER...t. -Ir .. - 1--- C.O.._ _ - -�
RIM =321.3± (MATCH PAVING) '' - ' ° 6" PVC'..... i
NEW SEWER MANHOLE
N I I STUB .: „ ( c . , __
-
NEW INV =306.44 (0.1' ABOVE EX, IN V) 1 80.02' 2% MIN., TYP.
EX INV = 308.34± (VERIFY) 1 '., 'tT / A 7 y�}1 b
20'�URBCUT ! I a �� -~ -" - �__�_ '4""`J 62.51' 7
1�' (6) RS 31D NO 20' ASPHALT N 88'15'15" W
gg
PARKING" SIGNS 28' PRIVATE ACCESS/ PAVING -
'i 112 x16 x0080 HIGH LANDSCAPING & TREES 28 PRIVATE ACCESS/ 8' ( 12' 12' PRIVATE C
1NTENSITY- ALUMINUM, PUBLIC UTILITY ESMT 9.5' PRIVATE 70 BE LANDSCAPING & ASPHALT 20' PUBLIC INV= =315.99 APPF
GO �T DRAINAGE RETAINED PUBLIC UTILITY ESMT TREES µ UTILITY ESMT DRIVEWAY
MOUNTED 6' ABOVE t AVING
GRADE n ( EASEMENT I TO BE g• PRIVATE ESMT COMPLETED WITHTHOUSE
BE
3 0 /. I 20' ASPHALT RETAINED
I. �I
PAVING °< LAND ) t CONSTRUCTION r _
Z I
330
STA. 0+32
1 -8 "X6" TEE (FLXFL)
1 -6" GATE VALVE (MJXFL)
1 -FIRE HYDRANT ASSEMBLY
1 -r± 6" D.I. CL52
1 -8" ADAPTER (MJXFL)
1 -8 "x4" REDUCER (FLxFL)
1 -4" GATE VALVE (FLxMJ)
W/ THRUST BLOCKING
-SEE STD PLANS 300.1 & 310.1
320
CONNECT TO EXISTING 8" C.I. MAIN
1 -8 "x8" TAPPING TEE
1 -8" TAPPING GATE VALVE (FLXMJ)_
W/ THRUST BLOCKING
-SEE STD PLAN 300.1 FOR TESTING &
FINAL CONNECTION DETAILS
310
DATUM ELEV
305.00
J
NE 27TH- gT
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z
a
w
0
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LL
W
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0
1- 2" BLOWOFF
aM
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SITE
W
<
PERMANENT ASSEMBL
W
NE 24TH ST
PER STD PLAN 340.
+
1 -4" CAP (MJ
yww
° m
W/ THRUST BLOCKINI
d .w
�ww
_
�'-
36" MIN., TYR.
EX. 8"
29V-4
C.I. MAIN
C EANOU
IM =323.8±
INV= 315.99
PVC ®2.36%
320'^•8"
NEW SEWER MANHOLE
RIM -321.3± (MATCH PAVING)
NEW INV = 308.44 (0.1' ABOVE
EX. INV)
EX. INV = 306.34± (VERIFY)
PRI :AT` ACCESS
r
N
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1" =20' HORIZ. h
1" =5' VERT,
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DRIPLINE, TYP
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NE 27TH- gT
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NORTH
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W
LL
W
W
SITE
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NE 24TH ST
VICINITY MAP
N.T.S.
GRAPHIC SCALE
ZO o
( IN FEET )
1 inch = 20 ft.
1. DRIVEWAY WIDTHS TO INDIVIDUAL LOTS SHALL
NOT EXCEED 16'.
1 DRIVEWAYS TO INDIVIDUAL LOTS TO BE
CONSTRUCTED WITH BUILDING PERMITS.
3. CARE MUST BE TAKEN TO NOT CONTAMINATE
ADJACENT .INFILTRATION TRENCHES DURING
DRIVEWAY CONSTRUCTION.
TREE NOTES
1. SEE SHEET 6 FOR TREE RETENTION
DETAILS /NOTES.
2. SEE LANDSCAPE PLAN FOR DETAILS RELATED
TO PLANTINGS IN THE 8' AND 10' LANDSCAPING
AREAS.
LEGEND
X WATER VALVE 1' •' EXISTING TREE APPROXIMATE DRIPLINE
a
iE WATER METER \,__•
r
�D FIRE HYDRANT
STREETLIGHT
G TELEPHONE MANHOLE
" TELEPHONE RISER (i)
EXISTING TREE TO BE RETAINED
O SEWER MANHOLE
CEDAR TREE
HOLLY TREE
f .1 WILLOW TREE
0
FIR TREE
MAPLE TREE
M
0 +00 1 +00 2 +00 3+00 * FINE TREE
t
TREE (UNSPECIFIED) Call
you
S=363 I O' before
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1- 800 - 424 -5555
UNDERGROUND SERVICE (USA)
AVOID CUTTING UNDERGROUND
-. _. -. '... UTILITY LINES. ITS COSTLY
t,) -3G310 1
S -3r-ND 1
/1 N 10 _3�3) D
EXISTING TREE TO BE REMOVED