HomeMy WebLinkAboutLarge FormatRECORDING NO. VOL/PAGE APPROVALS:
CITY OF RENTON ADMINISTRATOR,
DEPT. OF COMMUNITY AND ECONOMIC DEVELOPEMENT
• DEPARTMENT OF ASSESSMENTS
: Examined and approved this __ day of
________ _, 2015.
CITY OF RENTON
SHORT PLAT
GRAPHIC SCALE 1"=40'
j
80 120
Examined and approved this __ day of
--------2015. Assessor
LAND USE# LUA-~----
LAND RECORD # LND-_-__
OF FINANCE CERTIFICATE
Deputy Assessor PORTION OF
I HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID,
THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS
CERTIFIED TO THIS OFFICE FOR COLLECTION AND THAT ALL
SPECIAL ASESSMENTS CERTIFIED TO THIS OFFICE FOR
COLLECTION ON ANY OF THE PROPERTY HEREIN CONTAINED,
DEDICATED AS STREETS, ALLEYS OR FOR ANY OTHER PUBLIC
ADMINSTRA TOR
Account Number _6_6_2_3_4_0_0_1_3_1_ _$W_1/4 of _SE_1/4, s._32_ T._23_ R._5E~
USE, ARE PAID IN FULL, ON THIS _____ DAY OF _______ , 2015.
MANAGER, KING COUNTY FINANCE DIVISION
OWNERS DECLARATION
KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDERSIGNED
OWNER(S) OF THE LAND HEREIN DESCRIBED DO · HEREBY MAKE A
SHORT SUBDIVISION THEREOF PURSUANT TO RCW 58.17.040
AND DECLARE THIS SUBDIVISION TO BE THE GRAPHIC REPRESEN-
TATION OF THE SAME, AND THAT SAID ADJUSTMENT IS MADE WITH
THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF
THE OWNER(S) IN WITNESS WHEREOF WE HAVE SET OUR HANDS
AND SEALS.
PROPERTY OWNERS
STATE OF WASHINGTON)
COUNTY OF KING ss
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE
THAT DAN BREWIS IS THE PERSON(S) TO ME KNOWN TO BE THE
-----··-----
S89 '32 '11 "E 2662 .90
SURVEYOR'S NOTES
1. THIS SURVEY DOES NOT PURPORT TO SHOW EASEMENTS OF RECORD
OR THE LOCATION OF UTILITIES -EXCEPT AS SHOWN.
2. THE METHOD OF MONUMENT LOCATION WAS FIELD TRAVERSE. THE
INSTRUMENT USED WAS: LEICA ROBOTIC TOTAL STATION.
3. THIS SURVEY MEETS OR EXCEEDS THE MINIMUM STANDARDS SET FORTH
IN WAC332-130.
4. BASIS OF BEARING: CITY OF RENTON CONTROL MONUMENTATION.
5. NO UTILITIES WERE LOCATED THIS SURVEY, ALL UTILITIES SHOULD BE
VERIFIED PRIOR TO ANY DESIGN OR CONSTRUCTION.
LEGAL DESCRIPTION
LEGEND
----1-------------
City of Renton
Control Mon #1868
Encased Cone. Mon
with 1.75" Steel Pipe
Visited 12/ 1990 I
e 1/2" REBAR W/ID CAP SET THIS SURVEY
0 REBAR FOUND AS NOTED
B FIRE HYDRANT
'tRr' WATER METER = CATCH BASIN
(]) SANITARY MANHOLE
Q POWER POLE
-g-STREET LIGHT
(R) RECORD BLA 20060306900014
(R1)RECORD SHORT PLAT 199208189007 LOT k CITY OF KING COUNTY BOUNDARY LINE ADJUSTMENT
NUMBER LL05L0086 RECORDED UNDER RECORDING NUMBER
20060306900014, IN KING COUNTY, WASHINGTON.
_,..,.,.--.,...,.....~coNCRETE CURB & GUTTER
--~---OVERHEAD POWERLINE
~-s~~sANITARY SEWERLINE
---so~STORM DRAIN
S88 '50 '20"E 159 .08' (R)(R1)
15' REFERENCE SURVEY
KING COUNTY BLA 20060306900014
KING COUNTY SP 9208189007
CITY OF RENTON PLAT 20130719001457
INDIVIDUAL DESCRIBED IN AND WHO EXECUTED THE WITHIN •
AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED THAT HE ~
(SHE OR THEY) SIGNED THE SAME AS HIS (HER OR THEIR) FREE ~ ~
AND VOLUNTARY ACT AND DEED, FOR THE USES AND PURPOSES ::--<
~-~--c--~, -TH~RE-INd,!EN-T-!8NE!J=clt+=1'.!:·!I-B !N~TRklM~NT~.-GL\/ENAJNOER -M-Y----.c >-.q·c.~-~~ .c.---
HAND AND OFFICIAL SEAL THIS DAY OF , ;2015. ~ I ~
Signature of
Notary Public --------
Date:
My appointment
Expires
VICINITY MAP
S.E.186TH ST.
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S.E.192 ST.
SCALE 1" = 400'
RECORDING CERTIFICATE
FILED FOR RECORD AT THE REQUEST OF THE CITY OF RENTON,
THIS ___ DAY OF 2015, AT ___ .
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IN BOOK OF PLATS, PAGE(S) __ , RECORDS OF
KING COUNTY, WASHINGTON. RECORDING No.:
MANAGER SUPERINTENDENT OF RECORDS
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C:)
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THIS SURVEY COMPLIES WITH ALL
STANDARDS AND GUIDELINES OF
/!,;I
THE SURVEY RECORDING ACT CHAPTER
58.09 RCW AND 332-130 WAC.
Encased Cone. Mon
with Brass Disk
Visited 12/1990
SE 192nd St
SURVEYOR'S CERTIFICATE:
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR
UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS
OF THE SURVEY RECORDING ACT.
}
G. PHIL SARGENT P.L.S. 34145
DRYCO DRYCO
Surveying
827 MAIN STREET
SUMNER, WA 98390
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253-826-0300 FAX 253-826-9703
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SCALE
1"
SHEET
40'· j OF 1
SE 192ND STREET SHORT PLAT
A PORTION OF THE SW 74 OF THE SE 74 OF SEC. 32, TWP. 23N., RGE. 5E., W.M.
10' UTILITY EASEMENT FOR POWER,
TEl£PHONE, CABLE AND GAS
AFN: 200603069000014
POWER, TELEPHONE, CABLE AND GAS------
UTILITIES.
20' WIDE PERVIOUS CEMENT CONCRETE ---
DRIVEWAY ACCESS. 5• CONCRETE OVER 6"
STORAGE MEDIA. TOP SURFACE ELEVATED
3" ABOVE ADJACENT PROPOSED GRADES.
INDIVIDUAL LOT SHALLOW SWALES WITH
1' WIDE STORM DRAINAGE CUTOFF
SWALES, 1.5' DEEP W/WASHED ROCK &
6" ¢ PERFORATED PIPE.
69 LF 6"¢ PVC S= 3.50%
PROPOSED 14' ACCESS AND UTILITY ---,
EASEMENT
EXISTING 20' ACCESS AND UTILITY
EASEMENT
15 LF 6"0 PVC S= 42.00% ----....
NEW WESTERN RAMP FOR THE EXISTING ----.__
CEMENT CONCRETE DRIVEWAY APPROACH
AND ASPHALT TRANSITION (CITY OF KENT)
EXISTING TYPE 1 CATCH BASIN
FRAME AND GRATE
RIM=471.4
IE (IN) = 468.55, 12"0 CPEP (E)
IE (OUT) = 468.55, 12"0 CPEP (SW)
**IE PER MEASURE DOWN FIELD
MEASUREMENTS
EXISTING SSMH 443-3
SOLID LOCKING LID
RIM: 471.6 (SURVEY)
IE(IN) = 457.68, 8"0 (E)
IE(OUT) = 457.58, 8"0 (W)
EX. SS 6' 0 SERVICE _ _,,.,-
SLOPE= 2% MIN. (ASBUILTS)
L= ± 47 (ASBUILTS)
CITY OF RENTON, KING COUNTY, WASHINGTON
16.3'
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1 ssco 6"¢
1 q I IE= 469.13
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SLOPE= 2% MIN. (ASBUILTS)
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EX SS 6"¢ SERVICE
STA: 1+30
IE MAIN = 461.78
EX 12"0 WATER MAIN
NEW CEMENT CONCRETE VERTICAL CURB,
GUTTER AND SIDEWALK (CITY OF KENT)
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ROOF DRAIN BUBBLE -UP STRUCTURES
(2). GRADE TO SHEET FLOW ON THE
INDIVIDUAL LOT.
CITY OF RENTON BIOFILTRATION SWALE
ASSCOIA TED WITH CHINQUAPIN RIDGE
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PROPOSED CONTOUR(S) (1 FOOT)
~°' 0
5 FEET DEDICATION FOR PUBLIC
RIGHT-OF-WAY TO BE DEDICATED TO
THE CITY OF KENT. (795 SF)
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688'50
EXISTING SSMH 3-4
SOLID LOCKING LID
RIM: 485. 7 (SURVEY)
IE(IN) = 469.52, 8'¢ (N,E)
IE(OUT) = 469.42, 8"0 (W)
GRAPHIC SCALE
20 0 10 20 40 BO .~~-.. --I I I I
( IN FEET )
1 inch = 20 ft.
PROPERTY AREA::
21,158 SF (0.4857 AC)
WORK AREA::
21,158 SF (0.4857 AC)
IMPERVIOUS AREA:
MAXIMUM BUILDING COVERAGE
LOT 1: 2,730 SF
LOT 2: 3,064 SF
5,794 SF
MAXIMUM IMPERVIOUS AREA: 75%
LOT 1: 6,667 SF
LOT 2: 5,910 SF
12,577 SF
PERVIOUS CEMENT CONCRETE:
PRIVATE ACCESS DRIVE: 2,937 SF
DRIVEWAY LOT 1: 487 SF
DRIVEWAY LOT 2: 487 SF
UTILITIES:
NATURAL GAS:
ELECTRICITY:
TELEPHONE:
CABLE:
WATER:
SEWER:
3,911 SF
PUGET SOUND ENERGY
PUGET SOUND ENERGY
CENTURYLINK
COMCAST CABLE
SOOS CREEK WATER AND SEWER DISTRICT
SOOS CREEK WATER AND SEWER DISTRICT
FIRE DISTRICT: CITY OF RENTON '?O
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UTILITIES NOTE:
1. SANITARY SEWER ASBUILT INFORMATION FROM SOOS CREEK
WATER AND SEWER DISTRICT DOCUMENT K-142, DATUM
NGVD29 ADJUSTED TO NAVD88 (CORRECTION +3.58 FEET)
2. STORM DRAINAGE INVERT ELEVATION OBTAINED BY FIELD
MEASURE DOWN AND THAT MEASUREMENT SUBTRACTED
FROM THE SURVEY TOP OF GRATE ELEVATION.
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BEFORE YOU DIG
1-800-424-5555
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Date:
Job No.:
1"•20'
02/24/15
14189
Sheet No.:
U·1
1 of 1 Sheets
·!).,-
-----------------------'··-·" --
TRANSITION EXISTING GRAVEL DRIVEWAY ----...
FROM PERI/lo.JS CEMENT CONCRElE
DRIVEWAY AS NECESSARY
DEMOLISH AND REMOVE EX. GRAVEL ---..._
DRIVEWAY OJTSIDE OF lHE PERVIOUS
CEMENT CONCRETE DRIVEWAY ACCESS
REMOVE EXISTING 24"' DOUGLAS FIR ---..._
'MlHIN lHE PRIVATE INGRESS/EGRESS
AND UTILITIES ROAD (EXCLUDED TREE,
SEE TREE RETENTION WORKSHEET)
lo' UTILITY EASEMENT AFN:
200603069000014
2o' 'MDE PERI/IOUS CEMENT CONCRElE ---
DRIVEWAY ACCESS, ELEVATED 3• ABOVE
ADJACENT PROPOSED GRADES.
ANISHED GRADE SPOT ELEVATION
INDIVIDUAL LOT SHALLOW SWALES 'MlH
1' 'MOE STORM DRAINAGE CUTOFF .
SWALES W/6"1 PERFORATED PIPE.
PROPOSED 14' ACCESS AND UTILITY ----.._
EASEMENT
EXISTING 20' ACCESS AND UTILITY
EASEMENT
2o' 'MDE PRIVATE PREVIOJS CEMENT
CONCRElE DRIVAEWAY ACCESS TO MATCH
ELEVATION OF BACK OF lHE EXISTING
PUBLIC DRIVEWAY APPROACH.
DEMOLISH WESTERN END OF lHE EX.
CEMENT CONCRElE DRIVEWAY APPROACH
AND EXTEND TO MATCH PROPOSED 211
'MDE PERVIOUS CEMENT CONCRETE PRIVATE
DRIVEWAY ACCESS.
SE 192ND STREET SHORT PLAT
A PORTION OF THE SW '4 OF THE SE '4 OF SEC. 32, TWP. 23N., RGE. 5E., W .M.
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PERVIOUS SURF ACE TO BE GRADED FOR
SURF ACE SHEET FLOWS TO EASlERN
PROPERTY LINE (TYP)
..,----PRIVATE YARD DRAINS. FRONT YARD
ROOF DRAIN BUBBLE-UP STRUCTURES
(2). GRADE TO SHEET FLOW ON lHE
INDIVIDUAL LOT.
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CITY OF RENTON BIOFILTRATION SWAI.£
ASSCOIATED 'MlH CHINQUAPIN RIDGE
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14-,--1---ieiE!----1 · I / I
DEMOLISH AND REMOVE EXISTING PUBU
CONCRElE DRIVEWAY APPROACH AND
INSTALL NEW VERTICAL CURB, GUTTER AND
SIDEWALK. MATCH EXISTING GRADES.
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GRAPHIC SCALE
.. 80 .___--' ____ __.I
( IN FEET )
1 inch = 20 !t.
PROPERTY AREA::
21,158 SF (0.4857 AC)
RECEIVED
APR 2 3 2015
C ,,ry r,;: l)ic\1TQ}' i \..;i', 1',.r' ... ~ ,, ~~
PLANNING DIVISION
'. WORK AREA::
1~ --_:_, ,,• •••. ---r-21,isa· SF ( 0.4857 -;.J:,y . --
. EARTHWORK QUANTITIES:
EXCAVATION:
FILL:
290 CY ( 450 TONS)
290 CY (450 TONS)
ONSITE EXCAVATION AND FILL
ANY HAUL MATERlL WOULD BE TAKEN TO AN
APPROVED FILL LOCATION.
TOPSOIL NOTE:
EXISTING TOPSOIL SHALL BE RETAINED AND RESPREAD ON TOP
OF THE ROUGH GRADING SURFACE. ONCE SPREAD THE
TOPSOIL SHALL TO BE A MINIMUM OF 6" DEEP AND SHALL BE
AMENED WITH ORGANIC COMPOST TO 10% IN LANDSCAPE AREAS
AND 5% IN LAWN AREAS AND TILLED INTO THE SURFACE TO A
DEPTH OF 8 INCHES.
ORIGIN OF EXPORT:
THIS PROJECT HAS BEEN DETERMINED TO
HAVE A NET CUT AND PROPOSES TO EXPORT
EXCESS MATERIAL TO AN APPROVED OFFSITE
LOCATION YET TO BE DETERMINED.
ALL FILL MATERIAL NEEDED FOR THE
PROJECT WILL BE SOURCED FROM ONSITE
CUT EXCAVATIONS, EXCEPT FOR CRUSHED
SURFACING TOP COURSE, WHICH WILL BE
OBTAINED FROM AN APPROVED OFFSITE
MA TERI AL SUPPLIER.
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
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1·,20·
Date: 02/24/15
Job No.: 14189
Sheet No.:
G·1
1 of 1 Sheets
TRANSITlON EXISTING GRAVEL DRIVEWAY ----.._
FROM PERVIOUS CEMENT CONCRETE
DRIVEWAY AS NECESSARY
10' UTILITY EASEMENT FOR POWER,
TELEPHONE, CABLE AND GAS
AFN: 200603069000014
20' WIDE PERVIOUS CEMENT CONCRETE --~
DRIVEWAY ACCESS. 5' CONCRETE OVER 6"
STORAGE MEDIA. TOP SURFACE ELEVATED
3• ABOVE ADJACENT PROPOSED GRADES.
FlNISHED GRADE SPOT ELEVATION
INDIVIDUAL LOT SHALLOW SWALES WITH
1' WIDE STORM DRAINAGE CUTOFF
SWALES, 1.5' DEEP W/WASHED ROCK &
6"~ PERFORATED PIPE.
1.5'x6" DEEP WASHED ROCK BORDER,-----....
ROCK SURCFACE 3• BELOW PERVIOUS
CONCRETE DRIVEWAY SURFACE.
PROPOSED 14' ACCESS AND UTILITY -----.....
EASEMENT
EXISTING 20' ACCESS AND UTILITY
EASEMENT
PROPOSED 1 O' LANDSCAPE ALONG SE
192ND STREET
EXISTING TYPE 1 CATCH BASIN
FRAME AND GRATE
RIM=471.4
IE (IN) = 468.55, 12•; CPEP (E)
IE (OUl) = 468.55, 12"~ CPEP (SW)
**IE PER MEASURE DOWN FJELD
MEASUREMENTS
SE 192ND STREET SHORT PLAT
A PORTION OF THE SW ~ OF THE SE ~ OF SEC. 32, TWP. 23N., RGE. 5E., W .M.
CITY OF RENTON, KING COUNTY, WASHINGTON
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ROOF DOWNSPOUT SPLASH BLOCKS AT
ALL DOl™SPOUTS. SURFACE SHEET
FLOW TO BE DIRECTED TO THE WESTERN
PROPERTY LINE FOR MAXIMUM SOIL
ABSORPTION
PERVIOUS SURFACE TO BE GRADED FOR
SURFACE SHEET FLOWS TO EASTERN
PROPERTY LINE (TYP)
~-PRIVATE YARD DRAINS, FRONT YARD
ROOF DRAIN BUBBLE-UP STRUCTURES
(2). GRADE TO SHEET FLOW ON THE
INDIVIDUAL LOT.
_ --· _ ... _ CITY.OF-RENTON.BIOFILTRATION SWALE
ASSCOIA TED WITH CHINQUAPIN RIDGE
L~~i~~-++' -j-1 ++---:::;-;;,-EXISTING z' CONTOURS
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GRAFHIC SCALE
2o o 10 20 ,1r-,,1w-=·•·=-I_I :r--I
40 60
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( IN FEET )
1 inch = 20 ft.
NOISl/1!0 ':)NINNVld
NO!N:ltl :iO Ail~
SlOZ £ i Bd\J
03/\\3:-J3cl
PROPERTY AREA::
21,158 SF (0.4857 AC)
WORK AREA::
2Uss sf'(o.4857 Ac)
IMPERVIOUS AREA:
MAXIMUM BUILDING COVERAGE
LOT 1: 2,7.30 SF
LOT 2: .3,064 SF
5,794 SF
MAXIMUM IMPERVIOUS AREA: 75%
LOT 1: 6,667 SF
LOT 2: 5,910 SF
12,577 SF
PERVIOUS CEMENT CONCRETE:
PRIVATE ACCESS DRIVE:
DRIVEWAY LOT 1:
DRIVEWAY LOT 2:
2,937 SF
487 SF
487 SF
.3,911 SF
TOPSOIL NOTE:
EXISTING TOPSOIL SHALL BE RETAINED AND RESPREAD ON TOP
OF 1HE ROUGH GRADING SURFACE. ONCE SPREAD 1HE
TOPSOIL SHALL TO BE A MINIMUM OF 6" DEEP AND SHALL BE
AMENEDED WITH ORGANIC COMPOST TO 10% IN LANDSCAPE
AREAS AND 5% IN LAWN AREAS AND TILLED INTO 1HE
SURFACE TO A DEPTH OF B INCHES.
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
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10' UTILllY EASEMENT FOR POWER,
TELEPHONE, CABLE AND GAS
AFN: 200603069000014
20' WIDE PERVIOUS CEMENT CONCRETE ---
DRIVEWAY ACCESS. 5" CONCRETE OVER 6"
STORAGE MEDIA. TOP SURFACE ELEVATED
3" ABOVE ADJACENT PROPOSED GRADES.
PROPOSED 14' ACCESS AND UTILllY ---,
EASEMENT
EXISTING 20' ACCESS AND UTILllY
EASEMENT
EXISTING lYPE 1 CATCH BASIN
FRAME AND GRATE
RIM=471.4
IE (IN) = 468.55, 12"¢ CPEP (E)
IE (OUT) = 468.55, 12"¢ CPEP (SW)
**IE PER MEASURE DO'M'J FIEL
MEASUREMENTS
EXISTING SSMH -3
SOLID LOCKING LID
RIM: 471.6 (SURVEY)
IE(IN) = 457.68, 8"!1 (E)
IE(OUT) = 457.58, 8"¢ (W)
·•
SE 192ND STREET SHORT PLAT
A PORTION OF THE SW ~ OF THE SE ~ OF SEC. 32, TWP. 23N., RGE. 5E., W.M.
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TOP OF BANK
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PROPOSED CONTOUR(S) (1 FOOT)
5 FEET DEDICATION FOR PUBLIC
RIGHT-Of--WAY TO BE DEDICATED TO
THE CllY Of KENT. (795 SF)
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,' .·~ SE 1[}2nd st-· -EX. 8"¢ ss @·J.15% . . ..----s
{:! ...
EX 12"¢ WATER MAIN
EXISTING SSMH 43--4
SOLID LOCKING LID
RIM: 485.7 (SURVEY)
IE(IN) = 469.52, 8"¢ (N,E)
IE(OUT) = 469.42, 8"¢ (W)
GRAPHIC SCALE
10 20 ~ 00 1_1 '---~' ( IN FEET)
1 inch = 20 ft.
SURVEYOR:
DRYCO SURVEYING
827 MAIN STREET
SUMNER, WASHINGTON 98390
(253) 826-0300
SITE ADDRESS:
110xx SE 19ND STREET
RENTON, WASHINGTON 98055
ZONING:
R-8 SINGLE FAMILY RESIDENTIAL
PARCEL No.:
6623400131
__ , ___ . .,; .;/-.-.!;,,,.
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
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02/24/15
14189
T·1
1 of 1 Sheets
6.5 FOOT WIDE BERMED LANDSCAPE ----._
PLANTER(S) ALONG PRIVATE
INGRESS/EGRESS AND UTILITY
EASEMENT.
REMOVE EXISTING 24'0 DOUGLAS FIR
WllHIN lHE PRIVATE INGRESS/EGRESS
AND UTILITIES ROAD (EXCLUDED TREE,
SEE TREE RETENTION WORKSHEET)
10' UTILITY EASEMENT FOR POWER,
TELEPHONE, CABLE AND GAS
AFN: 200603069000014
DECIDIOUS TREE (TYP) -------.__
LOW GROUND COVER (TYP)
20' WIDE PERVIOUS CEMENT CONCRETE -----
DRIVEWAY ACCESS. 5" CONCRETE OVER 6'
STORAGE MEDIA. TOP SURFACE ELEVATED
3' ABOVE ADJACENT PROPOSED GRADES.
MEDIUM SHRUB (TYP)
PROPOSED 14' ACCESS AND UTILITY ---,
EASEMENT
EXISTING 20' ACCESS AND UTILITY
EASEMENT
EXISTING TYPE 1 CATCH BASIN
FRAME AND GRATE
RIM=471.4
IE (IN) = 468.55, 12"0 CPEP (E}
IE (OUT) = 4S8.55, 12"0 CPEP (SW)
**IE PER MEASURE DOWN FIELD
MEASUREMENTS
EXISTING SSMH 43-3
SOLID LOCKING LID
RIM: 471.6 (SURVEY)
IE{IN) = 457.68, 8'0 (E)
IE(OUT) = 457.58, 8'0 (W)
SE 192ND STREET SHORT PLAT
A PORTION OF THE SW ~ OF THE SE ~ OF SEC. 32, TWP. 23N., RGE. 5E., W .M.
CITY OF RENTON, KING COUNTY, WASHINGTON
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PERVIOUS SURFACE TO BE GRADED FOR
SURFACE SHEET FLOWS TO EASTERN
PROPERTY LINE {TYP)
TOP OF BANK
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PROPOSED CONTOUR(S) (1 FOOT)
"& 0
5 FEET DEDICATION F.OR PUBLIC
RIGHT-OF-WAY TO BE DEDICATED TO
lHE CITY OF KENJ. {795 SF}
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GRAPHIC SCALE
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20 0 10 20 40 i ~ ---I I I
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1 inch = 20 ft.
i
$1TE ADDRESS:
1104xx SE 192ND STREET
R~NTON, WASHINGTON 98055
RECEIVED
APR 2 3 2015
CITY OF RENTON
TOPSOIL NOTE:
PL/\MNING DIVISIO~I
EXISTING TOPSOIL SHALL BE RETAINED AND RESPREAD ON TOP
OF THE ROUGH GRADING SURFACE. ONCE SPREAD THE
T9PSOIL SHALL TO BE A MINIMUM OF 6" DEEP AND SHALL BE
AMENED WITt-1 ORGANIC COMPOST TO 10% IN ·LANDSCAPE AREAS
AND 5% IN LAWN AREAS AND TILLED INTO THE SURFACI; TO A
o1PTH OF 8 l~HES.
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LARGE SHRUB (TYP) 10 FOOT LANDSCAPE
STRIP ALONG SE 192ND
STREET
EX 12'0 WATER MAIN
EXISTING SSMH 3-4
SOLID LOCKING LID
RIM: 485.7 (SURVEY)
IE(IN) = 469.52, 8'~ (N,E}
IE(OUT) = 469.42, a·-(W)
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
2
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Job No.:
Sheet No.:
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BAS
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BAS
1"c2Q'
02/24/15
14189
L·1
1 of 1 Sheets