HomeMy WebLinkAboutS-363104SARAH'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
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3 i m "ffl TREE TO BE FUTURE FULL INFILTRATION EMIR
li °iof RETAINED 322 DRYWELL FOR ROOFDRAINS, TYP.
w �- /-(6.7 CU. YDS. ROCK FOR ASSUMED
o 2,000 S0. FT. ROOF AREA - FINAL
gANDSCAPING / DESIGN
D T/NBUILDING PERMIT) IRON NN PIPE 4" FOUND 7/2"
N / 4 -SEE LANDSCAPE o- 0.18 S IRON PIPE
I 1- '- - - - - -- 2 (I o / N 88'15'15" W PLAN M 0.04'S�\
o �
W a ICI t6' 70.02' 80.02' - - - - - - _ - -- 34049' _ - - .� O.oB'E
_ 77.73'
I. •� "" / zo' asel: TYa - - - - - - - i 62.51' - - - - - 50.21'
-- - - - - - --
> - - ?? - CONCRETE ✓/r
T G /
r - -� - - - - 1 - - //` _ _ _� o O BE REMOVECLI
PRIVA �
A SCAPIN 75 0(' - - -- m
F 5 �/ 5 o r - - - - -- y r--- -1 - - --
STA 0+32 ! BSBL. 1/ asel. G - - -
II TYP 7,001 Sq Ft EX. GARAGE TYP.
1 -8 "z6" TEE (FLxFL) z FF= 322.13 &002 Sq Ft _ -I I- - - 7,773 S 6,251 S
1 -6" GATE VALVE (MJzFL) 3 ' //'�11 EXISTING HOUSE %' 9 Ft 10 q Ft
t -FIRE HYDRANT ASSEMBLY I CV 30' �II o / / TO BE REMOVED) / FF 324 38 FUTURE FF =323.5± 18.5 -0- 18.5' 5.021 Sq Ft
1 -7'± 6" D.I. CL52 I c �� II 'c5 FUTURETF= 323.Ot TO BE REMOVED i/1I FUTURE FF =324.0± 1 3 4 WATER SERVICE \y,
1 -8" ADAPTER (MJXFL) r' INFILTRATION TRENCH I 16' DRIVEWAY, TYP/ 5'x5'x2" RIP RAPT - '� w ' / \ /
) SID PLAN 320.1
_P ADJACENT
SEE
1 -BNe REDUCER
(FLxFL) ( * ` ALONG LENGTH OF RD iv -USE FILTER FABRfC -� -- 70 10 I20' GRASSED FILTER SiRIP�& w FUTURE FF =325.0t
o f OVER INFlLTRATIOPI� TO INFILTRATION I NFILTRATION TRENCH, TYP. -- /00'6
FUTURE FF= 324.5± 1
1 -4" GATE VALVE (FLxMJ) `L1.1 '1 L - - - SEE_DETAIL° (f o TRENCH -SEE ,� I TRENCH. ;TYP. -SEE SECTION o A .. (. PVC SEWER STA. 2 +84 o W/ THRUST BLOCKING USE EXISTING '� %0 0 DETAIL A -A -E -SEE STD PLANS 300.1 & 310.1 18' I TYP ( A STA 1`+3T �- - - - -I STA. 2 +22 (M MIN. INV :1 WATER METER v / MIN-INV -31T' MIN. INV =317 STUBOUT, (,%I o N & SEWER�� _ - / i I Z / ' ' "A ( 1 0 9.(MIN:, TYP. 0 PE M BLOWOFF
I STUBOUT t --T� 0 i. _ \ 0 °, 9.5' PRIVATE 100 PER STD P�ASSE01 _ / w /., C_O_- - DRAINAGE �P R SID PLAN 3407 LOT 5 4• - - - ? Z �'" - - - DRAINAGE �. Z 1 t -4" CAP (MJ)�� 1
Ih ( P W/ THRUST BLOCKING
CONNECT TO EXISTING B" C.I. MAIN _ - 1 i ID
{ n '. / " i 9 .. .. 6'a. 8 C.O.
1 -B "x8' TAPPING TEE j, 7 r� _ _ .�. 290»4 M `r _ - - _ -_- - - IN. INV =318
N L. .f:.'CL52' P .• f ... •.
1 -8" TAPPING GATE VALVE (FLxMJ) ( m-.o l \ z :� r Y' �r /i7 //F ii // / //l t " TREES
o
W/ THRUST BLOCKING C 0400 ( i'' -gib ��j �
-SEE STD PLAN 300.7 FOR TESTING & I V ... "'8"4}:: CL52 1 PRVATE A.CCEaR$ ..!. .ty .. .. 1 ^0- RETA NEDI
FINAL CONNECTION DETAILS .. :
I 1 ._ 3�D'PB PVC SEWER1 2 +00 �� - - `vH- - +nn I t.
NEW SEWER MANHOLE r '
321.25 RIM -821.8 MATCH PAVING - - --
308'SW2 SEWER::(, . / u 12
°
J3
NEW INV= 408..1 (OX ABOVE EX. INV) I I � I� / 80.02' 2% MIN., TYP. lt' . °, I �. �, _�> -
WO-So EX. INV= (VERIFY) w- _ _ _ .. -
SO8.20 2o'URBCUi I ;) N 88'15'15' W -`'' -- - - _ -_ 62.51'
(6) R8 -31D "NO gg 20' ASPHALT - 0.2' "5'-
PARKING" SIGNS, 28' PRIVATE ACCESS / j PAVING -' 4049 - �^
Ij U2 'x18 "x0.080 HIGH LANDSCAPING & TREES 28' PRIVATE ACCESS/ 8' 12' 0
(I ^ 9.5' PRIVATE LANDSCAPING & 12' PRIVATE - -API
u In dr M MOUNTED 6' ABOVE PUBLIC UTILITY ESMT 70 BE !ASPHALT 20' PUBLIC INV =375.99
' -' I MOU_RTED 6' ABOVE DRAINAGE PUBLIC UTILITY ESMT TREES AWING DRIVEWAY
:i % GRADE EASEMENT RETAINED `L UTILITY ESMT
70 BE ESMT DRIVEWAY TO LOT 1 TO BE:
oN I�� ( j�. I I 20' ASPHALT RETAINED 8' PRIVATE OMPLETED WITH HOUSE
<I L--- PAVING LANDSCAPING ✓' I CONSTRUCTION
iEASEMENT
I&It
STA. 0 +32
1 -8 "x6" TEE (FLxFL)
1 -6" GATE VALVE (MJXFL)
1 -FIRE HYDRANT ASSEMBLY
1 -7'± 6" D.I. CL52
1 -8" ADAPTER (MJXFL)
1 -8 "z4" 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
31C
DATUM ELEV
305.00
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NE 27TH ST_�
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1 2" BLOWOF
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SITE
PERMANENT ASSEMBL
NE 24TH ST
PER STD PLAN 340.
¢ o w
+01
1 -4" CAP (MJ
aiww
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W/ THRUST BLOCKIN
HXJ
_
-�-
1%
_
36" MIN., TYP.
290 �4
EX. 8"
C.I. MAIN
I
CLE
RIM = 323.8±
INV= 315.99
PVC 02.36%
320'8
-
NEW SEWER MANHOLE
RIM- 384:3r (MATCH PAVI
G) 321.2$
NEW INV=3G8,44"(Od' ABOVE
EX. INV)308.30
EX. INV= 3B8r34f (VERIFY)
30$.20
PRIVATE ACCESS
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Encompass
ENGINEERING & S RVEYING
165 NE Juniper Street, Suite 201
IssaQuah, WA 98027
Phone: (425) 392 -0250
NO.
REVISION
YC34J
BY I DATE IAPPR
JEF
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DRIPLINE, TYP,
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NE 27TH ST_�
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NORTH
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NE 24TH ST
VICINITY MAP
N.T.S.
OGRAPHIC SCALE
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( IN FEET )
I inch = 20 fi,
DRIVEWAY NOTES
1. DRIVEWAY WIDTHS TO INDIVIDUAL LOTS SHALL
NOT EXCEED 16'.
2. 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 6FOR TREE RETENTION
DETAILS /NOTES.
2. SEE LANDSCAPE PLAN FOR DETAILS RELATED
TO PLANTINGS IN THE 8' AND 10' LANDSCAPING
AREAS.
THESE PLANS ARE "AS- BUILT"
AND THE INFORMATION SHOWN
ACCURATELY REFLECTS EXISTINq
FIELD CONDITIONS AS OF THIS
DATE: , it $11
WILLIAM SHUP HOL BER a PL 51332 '
LEGEND
W ✓ATEP, VALVE /; � EXISTING TREE APPROXIMATE DRIPLINE
a
WATER METER
FIRE HYDRANT
STREETLIGHT Q°1ic,6F
tiP
J TELEPHONE MANHOLE
S TELEPHONE RISER EXISTING TREE TO BE RETAINED 9F//Gy,82�85 Ili
3285��[�
SEWER MANHOLE'IItIFV_
CEDAR TREE
EXISTING TREE TO BE REMOVED
HOLLY TREE
�
CHECKED FOR COMPLIANCE
.i
t WALLOW TREE TO CITY STANDARDS
,W?, utv ,,✓ ww 4 2c
FIR TREE
iSTGS� DATE %L
Ed MAPLE TREE /ji✓ Mh 2 �.
3 +00 '� PINE TREE ■w=
_ TREE (UNSPECIFIED) ` NOTE: S 3 6 3 1014 b9f0r0 YOU EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
Di,9a GROUND TIUTIESAPRIOR HORIZONTAL COMMENCING CONSTRUCTION. EXISTING UNDER -
1 -800- 424 -5555 REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
_. _.. UNDERGROUND SERVICE (USA) HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
AVOID CUTTING UNDERGROUND NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
UTILITY LINES. IT'S COSTLY CALL BEFORE YOU DIG: 1- 800 - 424 -5555.
m" t`- CITY OF 3/15/12
1 " =20' �° "" " SARAH'S SHORT PLAT
RENTON GRADING /DRAINAGE /WATER /SEWER PEE
no
�a+s wa, DATUM
.]ru( ur_uE I Planning /Building /Public Works Dept. PLAN /PROFILE 11627
IF 1 ME VM
scut l&NSWGLY p /� J� sNEtr: 2 0:6
CIL" _3G3101 IqN Ki�31V� bb( 1111± 182] BlIHU88esENGINEERINGWANSHEES \SHEkTt.MpOtR &t202:5i:fi8PMPST
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