HomeMy WebLinkAboutLarge Format145
42
79
3
16
Botanical/Common Name
-t REES:
rt. x p. 'Warrrenred'/ PACIFIC SUNSET MAPLE
Ac r c. 'Queen Elizabeth'/ HEDGE MAPLE
Calocedrus decurrens/ INCENSE CEDAR
_,,,,
/
~dotsuga menziesii/ DOUGLAS FIR
-
) \\\Pyrus c. 'Capital'/ FLWG PEAR or
Cornus kousa/ KOREAN DOGWOOD
0
8
SHRUBS/PERENNIALS:
r"""'" '\Vin tor HYBHi D or
Pinus m. 'Slowmound'/ MUGHO PINE or
mn nppJ or
Perennial
llex c. 'Convexa'/ JAPAN. BOXLEAF HOLLY
Epimedium x versicolor ·sulphureum' / NCN
Myrica californica/ PACIFIC WAX MYRTLE
Nandina d. 'Compacta'/ HEAVENLY BAMBOO
GROUNDCOVERS:
Size/Remarks
X
min. 2" cal., street tree
form \/ /\L.
I: .. >
min. 2" cal., street tree
form
min. 6'-0" hgt.
min. 6'-0" hgt.
min. 2" cal.
min. 15" spr. ' I 5·' I',.'. .. ", .. , ' • ._,,J
J\>: or 1 gal. pot x p
1 gal.
min. 30" hgt.
min. 24" hgt. ...
Ul..O
Mahonia repens/ CREEPING MAHON IA or
Arctostaphylos spp./ KINNICKINNICK
4" nots @ ' • '' ,,;u ~· £i C;.ftb·
18" o.c. tri. spaq((i'g ':.', I l. ()()
~ L:_J
or
Prunus I. 'Mt. Vernon'/ DWARF LAUREL
Law11
1 gal. pots@
36" o.c. tri. spacing
No. 1 Sod, non-netted
• Plant sizes are specified per the American Standard for Nursery Stock, Publication-
May 2, 1986 sponsored by the American Association of Nurserymen, Inc.
* If plant quantity shown on schedule conflicts with what is represented by symbol
on Plan, the quantity represented by symbol shall be used.
TREE RETENTION NOTES:
Total No. of Significant Trees: 36
Total Number of Excluded Trees: 25
Total No. of Trees that Must Be Retained: 11 x 30% = 3
Total No. of ExistingTrees Proposed to be Retained: O
Total No. of Trees to be Replaced: 3
Total Replacement Inches Required: 3 x 12" = 36
Total No. of Replacement Tree Inches Proposed: 188
Deciduous (min. 2" cal.)-55 x 2 = 110 inches
Conifer (min. 6'0" hgt.-2" equiv.)-39 x 2 = 78 inches
TREE DENSITY NOTES:
Required-2 Trees per 5,000 s.f
Total Trees Required: 63
Total Trees Provided: 94
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(206) 542-6100
FAX: (206) 546-1128
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BEFORE YOU DIG!
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
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FEB O 4 2015
• 10+00
RECOMMENDED FOR APPROVAL
By: Date: -------------
By: Date: -------------
By: Date: -------------
By: Date: -------------
KENDALL HOMES , INC. 01/05/2016
RENTON 14 PLAT
STREET PROFILE/SECTION
6201 NE 4th STREET
na.oeoOK:
PAGE:
DRA~NG NO:
51-tEET: 1 or: 1
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BEFORE YOU DIG!
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
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RENTQ[\!
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GRAPHIC SCALE
0 15 30 60 FEB 1
1 inch 30 feet
RECOMMENDED FOR APPROVAL
By: Date: --------------
By: _________ Date_: ____ _
By: _________ Date_: ____ _
By: Date: --------------
KENDALL HOMES, INC.
RENTON 14 PLAT
GRADING PLAN
6201 NE 4th STREET
' 01/26/2016
FIELOSOOK:
PAGE:
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SHEET:
GRADING
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DIRT=513.00
CEILING ELEV.=511.50
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FLOOR CELL # 1 =498.50 I
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OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
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VERTICM..: N.I\VO 198!!
HORIZONTAL: NAO 198:3/1991 CITY OF
RENTOf~
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GRAPHIC SCALE
0 15 30 60
1 inch = 30 feet
KENDALL HOMES , INC.
RENTON 14 PLAT
DRAINAGE PLAN
6201 NE 4th STREET
01/26/2016
FIEl.DBOOK:
PAGE:
DRAWING NO:
SHEEr: 1 OF: 2
DRAINAGE
EEB O 4 2016
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OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E. NO. REVISION BY
SURVEYED:
GEODIMINSJONS
DESIGNED:
D.L. OFFE. P.E.
OAAWN:
D.L. OFFE. P.E.
CHECKED:
DATE APPR APPROVED,
SCALE
ONE INCH
AT F\JLL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: W\VD 18B8
HORIZONTAL: NAO 1983/1981 CITY OF
RENTON
Planning/Building/Public Works Dept.
I
c.'1.11 PllRFORATIJU PlPE-CONi'.ECTiON
Cl TEXT OF INSTRUCTIONS
Your' prOpeny contains a slormwater management fl9w oontro1 f3MP=(~est management practiqo) call~;:l. ~
''porfora(ed pi(Xl co1mecilon/ whid1 was·lnstal!e1 to. r~d~ca the stormwater ninoff lmp.ticts of fiOm,a or-au 9f
the fmpel\lio.~s ,r,rnta~ Qn YolJr pr6P,¢'1iy· .. A perforated pipe .oorinecticih is a· !Eiri_gth ·01 ciraihfl.ge Mnv·eyance
pipe wjth ho1es in the b'or1orn,, designed !p ·~ak" runoff, cony_eyed byitie-pipe, 1nt_o a mavel fllf~.Q.il'l;!l1Cti
·where it c,;1n be soa_Ke\1 into lhE) ~\.l,1'rOundi11g sbil.. Tire cdri11ei;:ti6'n i:i-'iflfo'r'ided 'to "provld~. oppoitunity for
inmtrn:cii;>n of any runof! that is be1n:,i c;otiifoYJ!!ct frOm ~ !mp~rvioos ·.su_rlace {Ust.rn.l!y a .rcotj .to a local
·dr8im.:ig3·:SySt~m 1>ud1 a~ a d1tCh.or wa<lway pipe sy:;:wm.
TM size !::!.nci pompbsliiori of the p!;!rforait:(d-pipe conm~ctldn aS Q~pk:ted tv ih~ ftow con4ol.6MP ·sae p'lan
<Wid desf.gri d.etails m·u;it be: mainta:ne-d.a,nd_m~y n~t be ch.an9ed '¥itho9t.w1·1n~Jl _appreivaj .e!ther from the
King OouniY Wate! and._Land Res('.4rces. Divis.io(! 9r1hrough·_a futu'r9-d9Velopment'permlt koin King
County. The·,\oi! overlap of the perforaled portlo11 0f ti1e system rnust t10t b~ cQmpactei:l o( ocver:id With
imµt'1VlcuS nui.t's:i1ials.
l<'.1(.i\Jl{.q C2,ll.A ·PJ!;HSOl(.\.:T80 YlVl<~ CO'.'/NKC11.'IOX .FQR A'Sl~Gl,K FA.Ml~,Y RKSlllENC!(
.
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TRENGl:l lC·SEGIIQN ·
NTS
!ilter·tabriC
slope-
... to foad
PLAN VIEW OEROO.F ..
NTS
drainage sysfern
2')! 10'
level trench
wiper! pip~
2!j()9' SLirflli;c W .. rer _\)esign M:u1uai -Apj:,mJ[!; (·
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--Pill'IAlEROOl'llflM<
'"""""'"" ~;;f~~tt SLOP!,
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C.ifW !PWAu;
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t· MIN, WIUTH
NOTES;
PLEll!JMOtl!J (lySttM
i'iilVAll: S"TOHM 5EWl;H
;tOll'MJ.I. enw~w CTR oe FJM\Al'llifl(JW.
CUWIM, TYPJ\t'!Mi/tl'@', ..............J
O!l.WJ).W el;l40,ANEIAT1(.tjl rf, lt'MtP,>.l.:mooo
SIAAOtff SECliONS
t. /'IP!:, MATERlA~$ AU.,OW\;Q. f'.VO, Lt~e. TRJPLi.: WAl{. f'OlYctHYI.ENE ( ~ Dt rF NECESSAEIY f"OR STRE"NGll-l)
2. Tr!E R.OOF & ftioTlNG OAA!l'i SYSTEMS ARE: PRlVATEL Y MAINTAINED
l. f~CWPArfE_MtSI--JOl.)l09!;. ro rHE NgAREBTCB IF GRAOE Aµ..OW-5, OR TO THE NEXT PQWNSrREAMCB.
4. R.00f DRAIN COLLEc:l'ORS MUST Elg ANAL Yl!:.O FORCAPACITY, SIZl:Q f:OR 25--YEAR.P!:M FLOW.
PUBLIC WORKS
DEPARTMENT
TYPICAL ROOF D~IN
COLLECTION STORM SYSTEM
CIVIi. PLANS
KENDALL HOMES, INC.
RENTON 14 PLAT
DRAINAGE DETAILS
6201 NE 4th STREET
FEB O 4 2016
MARCH 2008
01/05/2016
f1ELD8001<:
PAGE:
OAAWltlG NO:
SHEET: 2 OF: 2
DRAINAGE
4 Plum
5 DouglasFir
6 Douglas Fir
7 Douglas Fir
8 :Grand Fir
9 :Grand Fir
10 • Douglas Fir
11 · Douglas Fir
12 W. Red Cedar
13 Douglas Fir ............
14 ,Douglas Fir
( .. ,
15 'Douglas F.i.r
16 i Big Leaf Maple
17 [D~uglas Fir
j· ..
18 J Big Leaf Maple
19 [Douglas Fir
20 : Dougl.a.s Fir
21 DouglasFir
22 ;Alder
23 !Alder
24 !111cler
25 iCottonwood
26 lcottonwo~d
27
30
31
32
33
34
35
36
37
Cottonwood
·Pear
Plum
Plum
,Birch
;Apple
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deadwood
deadwood
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X-structural defects
X-structural defects
X-disease, struct.ural defects
X-Elected removal
X-Elected removal
X-Elected removal
X-ROW Construction
X-
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X-ROW Construction
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18550 Firlands Way N.
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(206) 542-6100
FAX: (206) 546-1128
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CALL 811
12' GRAVELIACCESS ROAD
FOR VAULT /AND UTILITIES
~IOUSE
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BEFORE YOU DIG!
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
i
. I
11
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It 1
1/
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CONNECT TO EXISTING S; '~
CITY OF RENTON SANITARY 5 iii
SEWER STUB AT CLEAN OUT rl]
Zn
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SURVEYED;
GEODIMINSIONS
1--___jl----------------j--------t---j----j DESIGNED; D.L. OFFE, P.E.
DRAWN:
D.L. OFFE, P.E.
1----1----------+----------t--t--------j CHECKED:
NO. REVISION BY DATE APPR N'PROVED,
SCALE;
SCALE
ONE INCH
AT FULL SCi'J....E
IF NOT OtlE INCH
SCALE ACCORDINGLY
VERTICAL: NAVO 1988
HORIZONTAi...; NAO 1983/1991 CITY OF-
RENTON
'
Planning/Building/Public Work 1s Dept.
GRAPHIC SCALE
0 15 30 60
1 inch = 30 feet
KENDALL HOMES , INC.
RENTON 14 PLAT
UTILITY PLAN
6201 NE 4th STREET
01/26/2016
FIELOBOOK:
PAGE:
DR,t,WING NO;
SHEEf: 1 OF: 1
UTILITY
FEB O ,1 2016
EAST 866.01 FiaET OF THE NORTH 1/2 OF THE NE 1/4 OF THE
NW 1 /4, MEASURED ALONG THE NORTH LINE, LESS THE EAST
32.43 FEET OF THE NORTH 406 01 FEET THEREOF, LESS COUNTY
ROAD.
TOGETHER WITH THE WEST 150 FEET OF THE EAST 1016.01 FEET
MEASURED ALONG THE NORTH LINE OF THE NORTH 1 /2 OF THE
NE 1/4 OF THE NW 1/4, LESS COUNTY ROAD
NAO 1983/91 WASHINGTON NORTH STATE PLANE
PER CITY OF RENTON SURVEY CONTROL NETWORK
CENTERLINE OF NE 4 TH STREET BEARS N ss·22·19" W
BETWEEN CONTROL PT #1852 & #1 B51
1. SURVEY BOOK 240, PAGE 71, RECORDS OF KING COUNTY.
2. SURVEY BOOK 170, PAGE 1, RECORDS OF KING COUNTY.
3. SURVEY BOOK 245, PAGE 95, RECORDS OF KING COUNTY.
NAVO 88 PER CITY OF RENTON SURVEY CONTROL PT #1852:
3" BRASS DISC ON STREET SURFACE AT CONSTRUCTED
INTERSECTION OF NE 4 TH ST. (SE 128TH ST) AND 148TH AVE
SE, ELEVATION = 454.77' (138.61 METERS)
1. THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED
IN JULY OF 2015. THE FIELD DATA WAS COLLECTED AND
RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRONIC
THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CD.
WRITTEN FIELD NOTES MAY NOT EXIST. CONTOURS ARE
SHOWN FOR CONVENIENCE ONLY. DESIGN SHOULD RELY ON
SPOT ELEVATIONS.
2. BURIED UTILITIES SHOWN BASED ON RECORDS FURNISHED BY
OTHERS AND VERIFIED WHERE POSSIBLE IN THE FIELD.
GEODIME~ISIONS ASSUMES NO LIABILITY FOR THE ACCURACY
OF THOSE RECORDS OR ACCEPT RESPONSIBILITY FOR
UNDERGROUND LINES WHICH ARE NOT MADE PUBLIC RECORD.
FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS
CRITICAL TO DESIGN CONTACT THE UTILITY OWNER/AGENCY.
AS ALWAYS, CALL 1-800-424-5555 BEFORE CONSTRUCTION.
3. SUBJECT PROPERTY TAX PARCEL NO. 142305-9070 &
142305-9064
4. SUBJECT PROPERTY AREA PER THIS SURVEY IS 210,594 S.F.
( 4.83± ACRES)
5. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A
TITLE REPORT. EASEMENTS AND OTHER ENCUlvlBRANCES MAY
EXIST THAT ARE NOT SHOWN HEREON.
6. INSTRUMENTATION FOR THIS SURVEY WAS A TRIMBLE
ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES USED
IN THIS SURVEY WERE DIRECT AND REVERSE ANGLES, NO
CORRECTION NECESSARY. MEETS STATE STANDARDS SET BY
WAC 332-130-090.
El) B11ASS DISC (FOUND)
== ASPHALT SURFACE
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DATE: 7/31/15
DRAFTED BY: TLR
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PRELIMINARY SUBDIVISION
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:
SURVEY NOTES:
I_ THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS
PERFORMED IN JULY OF 2015. THE FIELD DATA WAS
COLLECTED AND RECORDED ON MAGNETIC MEDIA
2.
3_
THROUGH AN ELEC fRONIC THEODOLITE. THE DATA FILE
IS ARCHIVED ON DISC OR CD. WRITTEN FIELD NOTES
MAY NOT EXIST. CONTOURS ARE SHOWN FOR
CONVENIENCE o,ILY DESIGN SHOULD RELY ON SPOT
ELEVATIONS.
BURIED UTILITIES SHOWN BASED ON RECORDS FURNISHED
BY OTHERS AND VERIFIED WHERE POSSIBLE IN THE FIELD.
GEODIMENSIONS ASSUMES NO LIABILITY FOR THE
ACCURACY OF THOSE RECORDS OR ACCEPT
RESPONSIBILITY FOR UNDERGROUND LINES WHICH ARE
NOT MADE PUBLIC RECORD_ FOR THE FINAL LOCATION OF
EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN
CONTACT THE UTILITY OWNER/AGENCY. AS ALWAYS,
CALL 1-800-424-5555 BEFORE
CONSTRUCTION.
INSTRUMENTATIOCI FOR THIS SURVEY WAS A TRlf,IBLE
ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES
USED IN THIS SURVEY WERE DIRECT AND REVERSE
ANGLES, NO CORRECTION NECESSARY. MEETS STATE
STANDARDS SET BY WAC 332-130-090.
TITLE REPORT REFERENCE:
CHICAGO TITLE COMPANY ORDER NO. 0031387-04, DATED
JANUARY 23, 2015.
SPECIAL EXCEPTIONS:
1-EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND
RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT:
GRANTED TO: OWNER(S) OF THE WESTERLY ADJOINER
PURPOSE: ROAD AND UTILITIES, AND A WATER LINE
RECORDING DATE: NOVEMBER 25, 1991
RECORDING NO.· 9111250571
AFFECTS: THE WEST 15 FEET OF SAID PREMISES FOR ROAD
AND UTILITIES AND THE NORTH 10 FEET OF SAID PRDAISES
FOR A WATER LINE
SAID EASEMENT CONTAINS A PROVISION FOR BEARING A
PROPORTIONATE OR EQUAL COST OF MAINTENANCE, REPAIR
OR RECONSTRUCTION OF SAID ROAD, UTILITIES AND WATER
LINE BY THE COMMO~I USERS.
2.-RIGHr--To ·-MAl<E--··r/ECESS-ARY-st.:OPES"-FOR-CUTS -OR-FILLS
UPON PROPERTY HEREIN DESCRIBED AS GRANTED OR
RESERVED IN DEED
IN FAVOR OF: KING COUNTY
RECORDING DATE: JULY 8, 1964
RECORDING NO., 5758686
CHICAGO TITLE COMPANY ORDER NO. 0031388-04, DATED
JANUARY 21, 2015.
SPECIAL EXCEPTIONS:
1-EASEMENT AND ROAD MAINTENANCE AGREEMENT
RECORDING DATE: NOVEMBER 25, 1991
RECORDING NO., 9111250571
3_ RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS
UPON PROPERTY HEREIN DESCRIBED AS GRANTED OR
RESERVED IN DEED
IN FAVOR OF, KING COUNTY
RECORDING DATE: JULY 8, 1964 ---OS
RECORDING NO., 5758686
LEGEND
Ef> BRASS DISC (FOUND)
ASPHALT SURFACE
;:~·;.g1,;<,KARQ<>-'~·> BUILDING
-It--CENTERLINE ROW
I@ CULVERT PIPE
l~·-"---·~1 CONCRETE SURFACE
-100-
---··-102 -------
-<II--+--
G []
~<
CONTOUR (MAJOR)
CONTOUR (MINOR)
DITCH (FLOWLINE)
FENCE LINE (BARB/HOGWIRE)
FENCE LINE (WOOD)
FIRE HYDRANT
GAS ,IETER
GAS VALVE
GUY ANCHOR r
,-I INLET (TYPE 250A)
LP I c---o LIGHT POLE
~
HD
"Cl
MAILBOX (RESIDENTIAL)
MONUMENT IN CASE (FOUND)
POWER HAND HOLE
POWER
--p--POWER
METER
(OVERHEAD)
POLE F-'P (_)
pp IJ
POWER
0 POWER
POWER
POLE W/ LIGHT
SENTRY P'•/1/R SE~HRY 0
I P\i --1 POWER VAULT
0 REBAR AS NOTED (FOUND)
• REBAR & CAP (SET)
E::"f~l:<1?:"',~;:!:F~ ROCKER y
--SS --SEWER LINE
( SEWER MAINTENANCE
i SIGN (AS NOTED)
(I)\, STORM CATCH BASIN
' '-I ._ ..
--SD --STORM DRAIN LINE
THH l_o)
SIZE ·:vF'E c(:;)
BOO
WMC
WV tx1
TELEPHONE MANHOLE
TREE (AS NOTED)
WATER BLOWOFF
WATER LINE
WATER METER
WATER VALVE
TOPOGRAPHIC SURVEY
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PER CHICAGO TITLE CD10PANY, ORDER NO. 0031387-04:
THE EAST 866.01 FEET, AS MEASURED ALONG THE NORTH LINE, OF THE NORTH
HALF OF THE NORTHEA;3T QUARTER OF THE NORTHWEST QUARTER OF SECTION
14. TOWNSHIP 23 NORTH. RANGE 5 EAST. W.M., IN KING COUNTY, WASHINGTON;
EXCEPT THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE
NORTHWEST QUARTER (IF SAID SECTION 14;
AND EXCEPT THE EAST 32-43 FEET OF THE NORTH 406.01 FEET [HEREOF;
AND EXCEPT THE NORTH 42 FEET THEREOF CONVEYED TO KING COUNTY FOR
ROAD PURPOSES BY D[ED RECORDED UNDER RECORDING NO. 5758686;
AND EXCEPT PUGET SOUND POWER AND LIGHT COMPANY RIGHT OF WAY.
PER CHICAGO TITLE COl'1PANY, ORDER NO. 0031388-04:
THE WEST 150.00 FEET OF EAST 1,016.01 FEET AS MEASURED ALONG THE
NORTH LINE OF THE NORTH HAI_F OF THE NORTHEAST QUARTER OF NORTHWEST
QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING
COUNTY, WASHINGTON;
EXCEPT PUGET SOUND POWER AND LIGHT COMPANY RIGHT OF WAY:
AND EXCEPT THE flORTH 42 FEET THEREOF CONVEYED TO KING COUNTY FOR
ROAD AND PURPOSES llY DEED RECORDED UNDER AUDITOR'S FILE NO, 5758686.
BASIS OF BEARINGS:
NAO 1983/91 WASHINGTON NORTH STATE PLANE PER CITY OF RENTON SURVEY
CONTROL NETWORK CDHERLINE OF NE 4TH STREET BEARS N ss·22·19" W
BETWEEN CONTROL PT #1852 & #1851
VERTICAL DATUM:
NAVO 88 PER CITY OF REIITON SURVEY CONTROL PT #1852,
3" BRASS DISC ON STREET SURFACE AT CONSTRUCTED INTERSECTION OF NE 4TH
ST. (SE 128TH ST) AND 148TH AVE SE, ELEVATION -454.7T (138.61 METERS)
REFERENCES:
1.
2.
3.
SURVEY BOOK
SURVEY BOOK
SURVEY BOOK
240, PAGE 71, RECORDS OF KING COUNTY.
170, PAGE 1, RECORDS OF KING COUNTY.
245, PAGE 95, RECORDS OF KING COUNTY.
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DENSITY CALCULATIONS:
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GROSS AREA ~ 210,594 SF ( 4.83 AC)
LESS:
PUBLIC STREET ~ 40,412 SF
ROW DEDICATION ~ 328 SF
FIRE ACCESS TRACT ~ 3,131 Sc
TOTAL EXCLUDED AREA ~ 43,871 SF
NET AREA ~ 166,824 SF (3.829 AC)
PROPOSED LOTS~ 15
PROPOSED NET DENSITY ~ 3.92 DWELLING UNITS/ACRE
ALLOWED NET DENSITY ~ 4.00 DWELLING UNITS/ACRE
SCALE=NTS '
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PROJECT DATA
OWNERS:
RANDALL & ROSEMARY LEIFER
6201 NE 4TH ST
RENTON, WA 98059
IRVIN & DOROTHEY LEIFER
6207 NE 4TH ST
RENTON, WA 98059
APPLICANT:
KENDALL HOMES
ATTN: KEVIN MURRAY
612 S. LUCILE ST
SEATTLE, WA 98108
206-257-5504
ADDRESS:
6201 & 6207 NE 4TH ST
ZONING: R-4
TAX PARCELS:
142305-9070 & 142305-9064
SURVEYOR:
GEOOIMENSIONS, INC_
10801 MAIN ST. STE 102
BELLEVUE, WA 98004
425-458-4488
CONTACT-ANDY McANOREWS
ENGINEER:
OFFE ENGINEERS, PLLC
13932 SE 159TH PL
RENTON, WA 98058
425-260-3412
CONTACT-DARRELL OFFE
PROPOSED LOTS, 15
AREAS:
TOTAL SITE~210,594 SF (4.83 AC)
PROPOSED R/W DEOICATION~328 SF
PROPOSED ROAD-40,412 SF
PROPOSED TRACTS~12,424 SF
PROPOSED LOTS~154,400 SF
PROPOSED PRIVATE ACCESS
EASEMENT~ 3,131 SF
TRACT USES,
A STORMWATER TREAHAENT
B EMERGENCY ACCESS
C ~ PRIVATE UTILITY
BUILDING SETBACKS:
FRONT -30'
BACK 25'
SIDE -10'
MAR 2 !l 2
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JOB NUMBER:
DATE:
DRAFTED BY:
CHECKED BY:
SCALE:
150197
3/22/16
TLR
MAB
1"=30'
1127/16 REV TO 15 LOTS
3/22/16 REV PUB RD CONF/G
1 OF 2
CITY OF RENTON
PRELIMINARY SUBDIVISION
LUA ____ _
30 30 -=-0
I -15
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' IN FEET )
1 inch = 30 fl.
UNLESS OTHERWISE NOTED. ALL EXISTING
STRUCTURES AND IMPROVEMENTS ARE TO
BE REMOVED
'
DENSITY CALCULATIONS:
GROSS AREA ~ 210,594 SF ( 4.83 AC) LESS,
PUBLIC STREET ~ 40,412 SF
ROW DEDICATION ~ 328 SF
FIRE ACCESS TRACT ~ 3,131 SF TOTAL EXCLUDED AREA ~ 43,770 SF
NET AREA ~ 166,824 SF (3.83 AC)
PROPOSED LOTS~ 15
PROPOSED NET DENSITY~ 3.92 DWELLING UNITS/ACRE
ALLOWED NET DENSITY ~ 4.00 DWELLING UNITS/ACRE
PROPOSED SITE PLAN
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DATE:
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CHECKED BY:
SCALE:
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150197
3122116
TLR
MAB
1";::;30'
1127116 REV TO 15 LOTS
3/22116 REV PUB RD CONFIG
2 OF 2