HomeMy WebLinkAboutLarge Format4 Ela 1 IMP. 42`N., a Ea ➢ W.M.
E 1/49 NW 1/,
Ill
GRAPHIC SCALE
100' 50' 0 100' 200'
1"=100'
THE PROPERTY BOUNDARIES SHOWN HEREON HAVE BEEN COMPILED
FROM VARIOUS PUBLIC SOURCES AND HAVE NOT BEEN ESTABLISHED BY
FIELD SURVEY. THEY ARE SHOWN HEREON TO AID IN THE
INTERPRETATION OF THE MAP AND SHOULD NOT BE RELIED UPON AS A
BOUNDARY SURVEY.
REVISIONS
NO, DESCRIPTION!/DATE Fey
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JOB NO.: 12-076
DWG. NAME: NEIGHBOR.DWG
DESIGNED BY: SPJR
DRAWN BY: SPJR
CHECKED BY: TJO
DATE: 8/27/2012
DATE OF
PRINT:
Cit ".eP.to11�"�
Planning Division
NH -01
1 1 SHEETS
OF
Nx
338_ LOT
(PROPOSED RAINGARDEN)
I LOT RL
2E
PRIVATE ACCESS
I LOT
(PROPOSED RAINGARDEN)
(@ Sri LOT CORNER)
4'HI, MAXI( °ALEa
ROCKERY ERY
BOTTOM ELE I 3 i.a ', 1 iRU FOR C STORM DRAINAGE TRACT— "iYE'. REFER TO DETAILS ON MEET LA --0 2
OTTO iIL�T�9— .�CaY
TREAMENT DEPTH= 1.3'
SIDE Lt PE x=3;1
STREET TREE— TYP. REFER TO DETAILS ON SKEET LA -02
3'x'x1 'DEEP
QUARRY, SPALL
OUTFALL
,,- ASPHALT
VICINITY MAP
NO .SCALE
0
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(PROPOSED RAINGARDEN)
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I LOT
(PROPOSED RAINGARDEN)
(@ Sri LOT CORNER)
4'HI, MAXI( °ALEa
ROCKERY ERY
BOTTOM ELE I 3 i.a ', 1 iRU FOR C STORM DRAINAGE TRACT— "iYE'. REFER TO DETAILS ON MEET LA --0 2
OTTO iIL�T�9— .�CaY
TREAMENT DEPTH= 1.3'
SIDE Lt PE x=3;1
STREET TREE— TYP. REFER TO DETAILS ON SKEET LA -02
3'x'x1 'DEEP
QUARRY, SPALL
OUTFALL
,,- ASPHALT
VICINITY MAP
NO .SCALE
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PLANT E.EGE D
�
mbol Botanical/ Common Name
w�
Carpinur, b tulur, fasti
fatal / COLUMNAR A1C N A1�11
Fraxinus Latif li / OREGON ASH
--
Potentilla frulti os / SHRUE35Y CINQUEFOIL
H li totri h n zempervirem / E3LUE CA`s GfRA55
r Clstur, la anif r / CRIMSON SPOT ROCKROSE
antolina chamascarfs5us / LAVENDER COTTON
Cornus st l nif ra ' is yi' / KELSEY DW. RED TWIG DOGWOOD
Calamagrostis x acutif lora 'Karl Fo rst r' / KARL FOERSTER,FEATHER REED
ym horo rpus a Ibus / SNOWEBERRY
' } Ribs san> uln um / RED FLOWERING CURRANT
Ar to8t phylos uva -ural / KINNI INNICK
LANDSCAPE NOTES
Size
Quantftv
Comments
1 1/2" CAL..
i
Full, balanced branchins 545
1 1/2" CAL.
4
Full, balanced branching, 545
GALLON
25
1 GALLON
213
A N Lt% A
GALLON
2
1 GALLON
11
]GALLON
35
I AL.L.CN
4
GALLON
31
00
GALLON
11
I GALLON 0 24" O.C. TRI 15F.
Ifigawk�
2x ROOT ALL WIDTH
CONIFEROUS TREE PLANTING,
NOT TO SCALE
TAL
/-TREE
TAKING DETAIL
112 DIA. HFNANT
C A N�7 ON
DRAWING
EDGE OF WAVING OR PLANTING OED
SHRUB AND GROUN COVER
___-SPACING DETAIL
NOT TO SCALE
2x2 PINE TREE "STA
SET STAKES P NDICUL,4
TO PREVAILING WIND
INSTALL "TREE CGT" C
EIA t A " IN LAWN AREAE.
PLANT TREE 1"-2" HIGHER
THAN IN NURSERY
WATERING BASIN
X ` r
AMEND NATIVE SOIL W1
" D _r" d gyli)Ali CA IFY PLANTING PIT
PLANTING SOILSIDES AND BOTTOM
UNDITUD GCUND- x i�FIRM,NAIL
SOIL. MOUND
12" MIN. FCR WOOD
� ��1
STAKES IB" FOR REBAR
x ROOTBALL WIDTH � IN HEAVY SOIL5, AUGER "x ' D EP
HOLE (OR THROUGH HARDPAN) FILL
Id WITH CRUSHED ROCK. VERIFY GOOD
DRAINAGE PRICK TO PLANTING.
DECIDUOUS TREE PLANTING & STAKING DETAIL
NOT TO SCALE
'REINIFORGED RUBBERNC
OR, VINYL_ WIT14 16 GAUGE
GALVANIZED STEEL WIRE TIE
o PRUNE D15EASED AND
a BROKEN 5RANCHE6
REMOVE TCP 1/3 OF BURLAP
PLANT 1" HIGHER 2" SETTLED DEPTH FINE
THAN IN NURSERY GRADE BARK MULCH T
3"+
` \ FERTILIZER TABLETS
14-21 G AM -2 -1 - )
,'° AMEND NATIVE CIL WITH "
DEPTH --WAY MIX TOPSOIL
COMPACT AND MATER
THOROUGHLY
—FIRM NATIVE SOIL MOUND
2x ROOT5ALL WIDTH
SHRUB PLANTING DETAIL _l
® NOT TO SCALE
NOTE:
E:
EX. UTILITIES ARE APPROXIMATE ONLY CALL
1- —800-424-5555 BEFORE DIGGING & POTHOLE UNKNOWN
EX. UTILITIES BEFORE CONSTRUCTION BEGINS.
a�>
JOB No�- 2011-201
DWG, NAME.: MAIN- CIVIL DW •
DESIG, 1ED Y: LDK
DRAWN BY: LDK
CHECKED BY, LICK
DATA 9/11/2012
�
DATA.
PENT:
5 'i
LA 2 Planning 10�:Vfsion
7 OF 7 SHEETS � 0C�J
STATE OF SII lr)
WASHINGTON
REGISTERED
LANDSCAPE ARCHITECT
6 "IE JE IM UUM �N
A N Lt% A
CERTIFICATE No. 74
00
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a�>
JOB No�- 2011-201
DWG, NAME.: MAIN- CIVIL DW •
DESIG, 1ED Y: LDK
DRAWN BY: LDK
CHECKED BY, LICK
DATA 9/11/2012
�
DATA.
PENT:
5 'i
LA 2 Planning 10�:Vfsion
7 OF 7 SHEETS � 0C�J
SITE ADDRESS-
210
WA 98059
SURVEYOR'S NOTES:
�I
DATUM/BASIS OF BEARINGS
HELD N 00*57'28" E ALONG THE WEST LINE OF THE NW 1/4, SEC.
15-23-5 BETWEEN CFTY OF RENTON CONTROL POINT 'S 478 & 1503
AS PUBLISHED, ;IN CITY OF RENTON SURVEY CONTROL NETWORK
MONUMENTS AND BENCHMARKS.
HORIZONTAL DATUM: NAD 83/91 (CITY OF RENTON)
ORIGINATING BENCHMARK-
CITY OF RENTON BENCHMARK #478. FOUND BRASS TACK IN CONCRETE
MONUMENT DOWN 0,75' IN CASE, AS PUBLISHED IN CITY OF RENTON
SURVEY CONTROL KT';i-ORK MONUMENTS AND BENCHMARKS.
VERTICAL DATUM: ''AVD '88 (CITY OF RENTON)
ELEVATION: 391.01'
TEMPORARY BENCH'�ARKS:
TBM 'A' SET COTTON SPINDLE 1' UP ON NORTH FACE POWER POLE AT
SW CORNER DRIVEWAY.
ELEVATION: 391.02
TBM 'B' PUNCH IN L" BRASS DISK IN 4"X4" CONCRETE MONUMENT
DOWN 0.45' IN CASE AT INTERSECTION OF DUVALL AVE NE AND SE
2ND ST.
ELEVATION: 391.34
LEGAL DESCRIPTION
THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST
QUARTER OF THE NORTHWEST QUARTER IN SECTION 15, TOWNSHIP 23
NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON;
r
l/ 1
EXCEPT THE NORTH 72 FEET OF THE WEST 120 FEET;
AND EXCEPT THE NORTH 222 FEET OF THE SOUTH 242 FEET OF THE WEST
120 FEET;
AND EXCEPT THE EAST 383 FEET;
AND EXCEPT COUNTY ROAD.
SCHEDULE B SPECIAL EXCEPTIONS
EASEMENTSIAND LEGAL DESCRIPTION ARE BASED ON THE TITLE REPORT BY
FIRST AMERICAN TIT' F INSURANCE COMPANY, ORDER NO. 4265-1628644,
DATED SEPTEMBER 3, 2010, AT 7:30 A.M.
_
5 THIS PROPERTY SUBJECT TO RESERVATIONS AND EXCEPTIONS CONTAINED
®I
IN DEED FROM NORTHERN PACIFIC RAILROAD COMPANY PER INSTRUMENT
i I
UNDER KING COUNTY RECORDING NO. 192422, REGARDING RESERVING AND
�I
EXCEPTING FROM SAID LANDS SO MUCH OR SUCH PORTIONS THEREOF AS
ARE OR MAY BE MINERAL LANDS OR CONTAIN COAL OR IRON, AND ALSO
THE USE AND THE RIGHT AND TITLE TO THE USE OF SUCH SURFACE
GROUND AS MAY BE NECESSARY FOR MINING OPERATIONS AND THE RIGHT
OF ACCESS TO SUCH RESERVED AND EXCEPTED MINERAL LANDS,
INCLUDING LANDS CONTAINING COAL OR IRON, FOR THE PURPOSE OF
EXPLORING, DEVELOPING AND WORKING THE SAME.
REFERENCES
(P1) PLAT OF LAURELHURST RECORDED IN VOL. 233 PAGES 48-52, RECORDS OF KING
COUNTY, WASHINGTON.
PLAT OF KIMDER LANE RECORDED IN VOL. 91 PAGE 13, RECORDS OF KING COUNTY,
WASHINGTON.
RECORD OF SURVEY BY JRE & ASSOCIATES RECORDED UNDER RECORDING NO.
7908169008, RECORDS OF KING COUNTY, WASHINGTON.'
FOTHERINGILL SHORT PLAT RECORDED UNDER RECORDING NO. 20051014900004,
RECORDS OF KING COUNTY, WASHINGTON.
CITY OF RENTON LOT LINE ADJUSTMENT LUA-04-113-LLA, RECORDED UNDER
RECORDING NO. 20041202900026, RECORDS OF KING COUNTY, WASHINGTON.
RECORD OF SURVEY BY CRONES AND ASSOCIATES RECORDED UNDER RECORDING NO.
9808269009 RECORDS OF KING COUNTY, WASHINGTON.
Ti .
1 0F 7 SHEETS arl
f�r
00 N88*25'56"W 100.01' S88' 29' 01 "E
TRACT A CONTINUED
18 0) 26656.01 SQ FT
N
�2 )'I 0"W 100.01, 00 0.61 ACRES
C5
0
0 1"co
LOT 2
5732.99
.99 SQ FT
z 0.20 ACRES
...........
uR 01'
L=38.88'
TRACT A (TOTAL) = 10,748.46-5Q—FT
TRACT A (ROAD) = 6,047.84 SQ—FT
TRACT A (LND STRIP) = 941.86 SQ—FT
TRACT A (SS UTILITY) = 1,531.96 SQ—FT
TRACT A (BIOSWALE) = 2,226.80 SQ—FT
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R=25.00' TRACT A CONTINUED
45.62 8 98.60' 148.22'
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953.58'
268.27' SE 2ND PL
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PARCEL No.: 1523059143
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0
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PARCEL No.: 1523059144
L=5.54'
R=25.00'
i CO
A=12.69 5'
DRAINAGE EASEMENT
Li
TRACT A (TOTAL) = 10,748.46-5Q—FT
TRACT A (ROAD) = 6,047.84 SQ—FT
TRACT A (LND STRIP) = 941.86 SQ—FT
TRACT A (SS UTILITY) = 1,531.96 SQ—FT
TRACT A (BIOSWALE) = 2,226.80 SQ—FT
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45.62 8 98.60' 148.22'
o cy) 0
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953.58'
268.27' SE 2ND PL
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2605.12'(MEAS)
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EX. UTILITIES CONSTRUCTION
IIIIIII ♦:d:�:i♦:�
GRANTOR (Owners): ENDURE INVESTMENTS, LLC
GRANTEE: CITY OF RENTON
KING COUNTY, WASHINGTON
OWNER'S DECLARATION:
WE THE UNDERSIGNED, OWNER(S) IN FEE SIMPLE [AND CONTRACT PURCHASER(S)] OF
THE LAND HEREIN DESCRIBED DO HEREBY MAKE A SHORT PLAT THEREOF PURSUANT TO
RCW 58.17.060 AND DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION
OF SAME, AND THAT SAID SHORT PLAT IS MADE WITH THE FREE CONSENTAND IN
ACCORDANCE WITH THE DESIRE_ OF THE OWNER(S). IN WITNESS WHEREOF WE HAVE SET
OUR HANDS AND SEALS.
ENDURE INVESTMENTS, LLC
MIKE WOODBRIDGE
NOTARY:
STATE OF WASHINGTON)
ss.
COUNTY OF KING )
ON THIS DAY PERSONALLY APPEARED BEFORE ME MIKE WOODBRIDGE TO ME
KNOWN TO BE THE INDIVIDUAL DESCRIBED HEREIN AND WHO EXECUTED THE
WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGES THAT HE/SHE
SIGNED THE SAME AS HIS/HER FREE AND VOLUNTARY ACT AND DEED, FOR
THE USES AND PURPOSES THEREIN MENTIONED.
GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS DAY OF
.2014.
33, rTJE
NAIVE ASCCMML---KX\EH:�.
MYAPPOlNTMEr\F EXf:lRES:
F -A W r 1063.
CITY OF RENTON ADMINISTRATOR
PUBLIC WORKS DEPARTMENT
EXAMINED AND APPROVED THIS DAY OF
ADMINISTRATOR
KING COUNTY DEPARTMENT OF ASSESSMENTS
EXAMINED AND APPROVED THIS DAY OF_
ASSESSOR
DEPUTYASSESSOR
ACCOUNT NUMBER: 801110-0130
,2014
2014
DECLARATION OF COVENANT
THE OWNERS OF THE LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN
FOR THE BENEFIT TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON
COVENANT AND AGREE TO CONVEY THE BENEFICIAL INTEREST IN THE NEVI
PRIVATE EASEMENTS SHOWN ON THIS SHORT PLAT TOANYANDALL FUTURE
PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISIONS THEREOF. THIS
COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT.
PRIVATE ACCESS AND UTILITIES MAINTENANCE AGREEMENT
THE OWNERS OF LOTS 1 - 4 SHALL HAVE AN EQUALAND UNDIVIDED INTER[::ST IN
THE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE
ACCESS EASEMENT APPURTENANCES. THESE APPURTENANCES AND
MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCI: OF
THE PRIVATE ACCESS ROAD, DRAINAGE PIPES, AND STORM WATER QUALI','Y
AND/OR DETENTION FACILITIES WITHIN THIS EASEMENT, PRIVATE SIGNAGE:, AND
OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHEI'•;
UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE SHARED EQUALLY.
PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHIBITED, UNLESS
PAVEMENT WIDTH IS GREATER THAN 20 FEET.
GENERALNOTES
1. INSTRUMENTATION FOR THIS SURVEY WAS A 3 -SECOND NIKON NIVO 5 C TOTAL
STATION. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET
BY WAC 332-130-090 AND WAC 332-130-100.
2. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SUP.VEY MADE IN
OCTOBER 2013 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL
CONDITIONS EXISTING AT THAT TIME.
3. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE
NOTED.
SURVEY REFRENCES
1. CITY OF RENTON PLAT OF LAURELHURST DIVISION NO. 2 AS RECORDE=D UNDER
KING COUNTY RECORDING NO. 20060322001800
2. CITY OF RENTON MONUMENT DATABASE
STORMWATER NOTES
1. DECLARATION OF COVENANT FOR INSPECTION AND MAINTENANCE OF
STORMWATER FACILITIES AND BMP AS RECORDED UNDER KING COUNTY
RECORDING NUMBER
2. THE OWNER(S) OF PRIVATE PROPERTY WITHIN THIS SHORT PLAT ENCUMBERED
WITH DRAINAGE FACILITIES REQUIRED BY PLAT DESIGN, COVENANT OR CONDITION,
HEREBY GRANT AND CONVEY TO THE CITY OF RENTON, A POLITICAL SUBDIVISION
OF THE STATE OF WASHINGTON, THE RIGHT OF REASONABLE ACCESS (INGRESS
AND EGRESS) TO ENTER SAID PROPERTY FOR THE PURPOSE OF OBSERVING THAT
THE OWNER(S) ARE PROPERLY OPERATING AND MAINTAINING THE DRAINAGE
FACILITIES CONTAINED THEREIN,
BASIS OF BEARINGS
HORIZONTAL DA-i'UM: WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH
ZONE, NAD 83/91, AS ESTABLISHED BY SURVEY REFERENCE #1, COMBINED ,:3RID
FACTOR 1.0000000.
FILED FOR RECORD THIS DAY OF 2014 AT MIN BOOK THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY
OF SURVEYS, PAGE AT THE REQUEST OF SITE SURVEYING, ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE
INC. REQUIREMENTS OF THE SURVEY RECORDING ACTAT THE
REQUEST OF ENDURE INVESTMENTS, LLC IN AUGUST 2014
MANAGER SUPT. OF RECORDS CERTIFICATE NO.: 38964
ORIGINAL LEGAL DESCRIPTION
THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER
OF THE NORTHWEST QUARTER IN SECTIONI5, TOWNSHIP 23 NORTH, RANGE 5
EAST, W.M., IN KING COUNTY, WASHINGTON
EXCEPT THE NORTH 72 FEET OF THE OF THE WEST 120 FEET;
AND EXCEPT THE NORTH 222 FEET OF THE SOUTH 242 FEET OF THE WEST 120
FEET;
AND EXCEPT THE EAST 383 FEET;
AND EXCEPT COUNTY ROAD.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON
PROJECT#: 14-288 SHEET: 1 OF 2
SE 1/4, NW 1/4, SEC 15, TWE' 23N, RNG 5E, W.M.
m
N.W. 1/4, SEC. 15 TWP. 23N
a I,
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m
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a I,
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SHRUGS FOR STORM DRAINAGE TRACT— TYP. REFER TO DETAILS ON SHEET LA -02
O
STREET TREE— TYP. REFER TO DETAILS ON SHEET LA -02
STATE OF 3 25"l q
VICINITY MAP
NO SCALE
-
�ANT
KmJ 06 1
i s
_ LDK 2012/09/11
LDK 2013/02/0
1 �'
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LDK
2813/06/2
Ftil
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{-
..........
4
SHRUGS FOR STORM DRAINAGE TRACT— TYP. REFER TO DETAILS ON SHEET LA -02
O
STREET TREE— TYP. REFER TO DETAILS ON SHEET LA -02
STATE OF 3 25"l q
VICINITY MAP
NO SCALE
-
�ANT
KmJ 06 1
UO
_ LDK 2012/09/11
LDK 2013/02/0
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DATU
DD R 1 ENG COME
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BY
DATE APPIRI
AI
J
-INNINN
J&d
J
n
V
N
HI
00
tD
r
CD
J
n
Carex elta 'Aurea' / BOWLES GARDEN SEDGE 2 GALLON 35
Deohampsia caespitosa 'Northern Lights' / 2 GALLON 34
NL TUFTED HAIRGRASS
Junous effuses / SOFT RUSH 2 GALLON 1
BIOSWALE PLANTINGS
*�- 4" POTS 0 18" O.C., TRIANGULAR SPACING, PLANT EVEN NUMBERS OF EACH SPECIES
Carus obnupta / SLOUGH SEDGE
Scirpus microoarpus / SMALL FRUITED BULRUSH
Carex stipata / AWBEAK SEDGE
Junous tennis / SLENDER RUSH
N�
N.W.
7
4,SEC. 15 TWP.
�
I
�• • •
RUNE DISEASED AND
BROKEN BRANCHES
PLANT LEGEND
Cr
•
• �•
UU
PLANT 1" HIGHER
2" SETTLED DEPTH FINE
THAN IN NURSERY
GRADE BARK MULCH
FINISH GRADE �-
-mbol.
Botanical ZCommon Nqme
Size
Quantity
Comments
FERTILIZER TABLETS
(4®21 GRAM -20®10®5)
6"
�/ x : e �� �/
AMEND NATIVE SOIL WITH 6"
o
- Carpinus betulus 'fastigiata' / COLUMNAR HORNBEAM
1
1/2" CAL.
7
Fulls balanced branching, B&B
®�
THOROUGHLY
Fraxinus latifolla / OREGON ASH
1
1/2" CAL.
2
Full, balanced branching, B&B
Potentilla fruitioosa / SHRUBBY CINQUEFOIL
5
GALLON
28
Heliototriohon semperairens / BLUE OAT GRASS
1
GALLON
2
Cistus ladanifer / CRIMSON SWOT ROCKROSE
a
GALLON
22
Santolina ohama cyparissu / LAVENDER COTTON
1
GALLON
77
Cornus seric:ea 'Kelseyi' / KELSEY DW. RED TWIG DOGWOOD
1
GALLON
22
Calamagrostis x acutiflora 'Karl Foerter' / KARL FOERSTER FEATHER REED GRASS
1
GALLON
3
,1
Symphorocarpus albus / SNOWBERRY
5
GALLON
0
Arotostaphylos uva-urs! / KINNIKINNICK
1
GALLON 0
24" O.C. TRI
SP.
BIOSWALE PLANTS
Hemerocallis 'Happy Returns' / HR DAYLILY
2
GALLON
27
Carex elta 'Aurea' / BOWLES GARDEN SEDGE 2 GALLON 35
Deohampsia caespitosa 'Northern Lights' / 2 GALLON 34
NL TUFTED HAIRGRASS
Junous effuses / SOFT RUSH 2 GALLON 1
BIOSWALE PLANTINGS
*�- 4" POTS 0 18" O.C., TRIANGULAR SPACING, PLANT EVEN NUMBERS OF EACH SPECIES
Carus obnupta / SLOUGH SEDGE
Scirpus microoarpus / SMALL FRUITED BULRUSH
Carex stipata / AWBEAK SEDGE
Junous tennis / SLENDER RUSH
N�
I
�
I
�• • •
RUNE DISEASED AND
BROKEN BRANCHES
Cr
•
• �•
REMOVE TOP 1/3 OF BURLAP
PLANT 1" HIGHER
2" SETTLED DEPTH FINE
THAN IN NURSERY
GRADE BARK MULCH
FINISH GRADE �-
FERTILIZER TABLETS
(4®21 GRAM -20®10®5)
6"
�/ x : e �� �/
AMEND NATIVE SOIL WITH 6"
DEPTH 3—WAY MIX TOPSOIL
COMPACT AND WATER
THOROUGHLY
FIRM NATIVE SOIL MOUND
2x ROOTBALL WIDTH
N�
I
�
I
OWNEKS DECLARATION:
ENDURE INVESTMENTS, LLC ZIN
MIKE WOODBRIDGE
NOTARY:
STATE OF WASHINGTON)
COUNTY OF KING
ON THIS DAY PERSONALLY APPEARED BEFORE ME MIKE WOODBRIDGE TO ME
KNOWN TO BE THE INDIVIDUAL DESCRIBED HEREIN AND WHO EXECUTED THE
WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGES THAT HE/SHE
SIGNED THE SAME AS HIS/HER FREE AND VOLUNTARY ACT AND DEED, FOR
THE USES AND PURPOSES THEREIN MENTIONED.
GIVEN UNDER MY HAND AND 0 ALSEAL THIS_T AOF
/P,5G URE,.,
ME ACOMMISSIONED: a
E:
MY
EPPOINTMENT EXPIRES:
8�2 7 C.)
#
11 OP WAS\
l\\\\0NN
APPROVAL
CITY OF RENTON ADMINISTRATOR
PUBLIC WORKS DEPARTMENT
EXAMINED AND APPROVED THIS rDAY
KING COUNTY DEPARTMENT OF ASSESSMENTS
EXAMINED AND APPROVED THIS 6'� AY O'F
2015
DECLARATION OF COVENANT
THE OWNERS OF THE LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN
FOR THE BENEFIT TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON
COVENANT AND AGREE TO CONVEY THE BENEFICIAL INTEREST IN THE NEW
PRIVATE EASEMENTS SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUTURE
PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISIONS THEREOF. THIS
COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT.
PRIVATE ACCESS AND UTILITIES MAINTENANCE AGREEMENT
THE OWNERS OF LOTS I - 4 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN
THE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE
ACCESS EASEMENT APPURTENANCES. THESE APPURTENANCES AND
MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF
THE PRIVATE ACCESS ROAD, DRAINAGE PIPES, AND STORM WATER QUALITY
AND/OR DETENTION FACILITIES WITHIN THIS EASEMENT, PRIVATE SIGNAGE, AND
OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHER
UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE SHARED EQUALLY.
PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHIBITED, UNLESS
PAVEMENT WIDTH IS GREATER THAN 20 FEET. THE PRIVATE ROAD IS TO REMAIN
OPEN FOR EMERGENCY AND PUBLIC SERVICE VEHICLES AT ALL TIMES.
GENERAL NOTES
1. THIS SURVEY 13 BASED OFF TITLE REPORT PROVIDED BY FIRST AMERICAN TITLE
COMPANY, POLICY NUMBER 4211-2361253, DATED DECEMBER 8, 2014 AT 7:30 A.M.
2. INSTRUMENTATION FOR THIS SURVEY WAS A 3 -SECOND NIKON NIVO 5.0 TOTAL
STATION. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET
BY WAC 332-130-090 AND WAC 332-130-100.
3. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN
OCTOBER 2013 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL
CONDITIONS EXISTING AT THAT TIME.
4. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE
NOTED.
AQUIFER PROTECTION NOTICE
THE LOTS CREATED HEREIN FALL WITHIN —70NE I OF RENTON'S AQUIFER
PROTECTION AREA AND ARE SUBJECT TO THE REQUIREMENTS OF THE CITY OF
RENTON ORDINANCE #4367. THIS CITY'S SOLE SOURCE OF DRINKING WATER IS
SUPPLIED FROM A SHALLOW AQUIFER UNDER THE CITY SURFACE. THERE IS NO
NATURAL BARRIER BETWEEN THE WATER TABLE AND GROUND SURFACE.
EXTREME CARE SHOULD BE EXERCISED WHEN HANDLING OF ANY LIQUID
SUBSTANCE OTHER THAN WATER TO PROTECT FROM CONTACT WITH THE
GROUND SURFACE. IT IS THE HOMEOWNER'S RESPONSIBILITY TO PROTECT THE
CITY'S DRINKING WATER.
GURVEY REFRENCES
1. CITY OF RENTON PLAT OF LAURELHURST DIVISION NO. 2 AS RECORDED UNDER
KING COUNTY RECORDING NO. 200603292001800
2. CITY OF RENTON MONUMENT DATABASE
1. DECLARATION OF COVENANT FOR INSPECTION AND MAINTENANCE OF
STORMWATER FACILITIES AND BMP AS RECORDED UNDER KING COUNTY
RECORDING NUMBER , Z 0
2. THE OWNER(S) OF PRIVATE PROPERTY WITHIN THIS SHORT PLAT ENCUMBERED
WITH DRAINAGE FACILITIES REQUIRED BY PLAT DESIGN, COVENANT OR
CONDITION, HEREBY GRANT AND CONVEY TO THE CITY OF RENTON, A POLITICAL
SUBDIVISION OF THE STATE OF WASHINGTON, THE RIGHT OF REASONABLE
ACCESS (INGRESS AND EGRESS) TO ENTER SAID PROPERTY FOR THE PURPOSE OF
OBSERVING THAT THE OWNER(S) ARE PROPERLY OPERATING AND MAINTAINING
THE DRAINAGE FACILITIES CONTAINED THEREIN.
BASIS OF BEARINGS
HORIZONTAL DATUM: WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH
ZONE, NAD 83/91, AS ESTABLISHED BY SURVEY REFERENCE #1, COMBINED GRID
FACTOR 1.0000000.
SURVEYOR'S CEFrIFICATE
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY
IVIE OR UNDER MY DIRECTION IN CONFORMANCE WITH THE
REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE
REQUEST OF ENDURE INVESTMENTS, LLC IN AUGUST 2014
CERTIFICATE NO.: 33964
I
RECORDING NO.
ORIGINAL LEGAL DESCRIPD0,N 41),
--- 4
THE SOUTH HALF OF THE SOUTHWE+3T QUARTER OF THE SOUTHEAST QUARTER
OF THE NORTHWEST QUARTER IN SECTIONI 5, TOWNSHIP 23 NORTH, RANGE 5
EAST, W.M., IN KING COUNTY, WASHINGTON
EXCEPT THE NORTH 72 FEET OF THE OF THE WEST 120 FEET;
AND EXCEPT THE NORTH 222 FEET OF THE SOUTH 242 FEET OF THE WEST '120
FEET;
MID EXCEPT THE FAST 383 FEET;
AND EXCEPT COUNTY ROAD.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON
TRACT OWNERSHIP
LOTS I THROUGH 4 SHALL HAVE AN EQUAL AND UNDIVIDED ONE-QUARTER (1/4)
INTEREST IN TRACTS A, B, AND C. THE OWNERSHIP INTEREST IN TRACTS A, B & C
MAY NOT BE SOLD OR CONVEYED AND RUNS WITH THE LAND IN PERPETUITY.
EASEMENTS FROM TITLE REPORT
9. GRANTOR: OWNER'S
GRANTEE: CITY OF RENTON
PURPOSE: ACCESS FOR INSPECTION OF BMP'S
DATE: AUGUST 5, 24'14
RECORDING NO: 20140805000237
EASEMENT DESCRIPTION IS INSUFFICIENT TO MAP
10. GRANTOR: ENDURE INVESTMENT'S
GRANTEE: PUGET SOUND ENERGY
PURPOSE: ELECTRIC TRANSMISSION AND/OR DISTRUBUTION LINES
DATE: SEPTEMBER 25, 2014
RECORDING NO: 20140925001090
EASEMENT DESCRIPTION 18 INSUFFICIENT TO MAP
VOUPAGE
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Site
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CITY OF RENTON
SHORT PLAT
RENTON,WA
LUA-12-085 SHPL
ml���m
m
M
111
PHI SCALE
20 0 20 40 80
1 INCH = 40 FT,
NE 4TH STREET
1/8" COPPER TACK IN CONCRETE IN
CASE AT THE INTERSECTION OF
UNION AVE NE & NE 4TH ST
C/R MON #1603
IN: 181067.883(CR)
E: 1311396.674(CR)
I
1/4" BRONZE PIN IN CONCRETE IN
CASE AT THE INTERSECTION OF
UNION AVE S & SE 2ND PL
C/R MON #478
N: 178,418364(CR)
E: 1,311,352.403(CR)
SE 2ND PL
N88 -30-18"W (C)
•1956.60' (C) A
cmO'�
Z
BRASS DISK WITH
PUNCH IN CASE
—NN --E1 ST ST
FOUND BRASS PLUG
IN CONCRETE
MONUMENT IN CASE
TRACT E
LAURELHURST
V 233, P 048
voma`
SE 2ND ST
15.00,
E LINE N 1/2,SE 114, SE 114,
INE
W
NW 114, SEC 15-23-5 147.63'
NSET
17.00', 1V PUBLIC SEWER
EASEMENT PER KC ITECREBAR
0
#20140516000825 AND CAP
(TYPICAL)
TRACT A LOT I
(PURPOSE: WATER) 200 DUVALL PL SE
20'
210 DUVALL PL SE
1,532 S.F.
(0.035 ACRES)
N88*25'561W
20.00 388*25'56"E
100.01,
100.01,
N88'29'10'Vi
WATER EASEMENT
PERKING COUNTY
RECORDING NO.
/-Woo 0 9sc,
SANITARY SEWER
EASEMENT PER KING
COUNTY RECORDING
N 0.
N88'29'10,W
10,348 S.F.
(0.238 ACRES)
co I
N88 -29'01-W 14716
6-0 121.76
I
11=25kO
A=39,27
1.7=90*00'00"
� m.
i x.50
C N89'
R=25.00
A=3927
00,or
J�,
D=90'00'00"
26.0'-
A=33.36
TRACT C
PURPOSE: PRIVATE
.62 9 97.59
DRAINAGE
388-29'10"E 143.2
-Ml t
cq
(0.051 ACRES)
9 OD
cq
q
3
t5co
(3180 S.F. BLDG, 780 S.R DWY, 600 S/V11)
z
4
cl,
(2580 S.F. BLDG, 772 &F. DWY, 600 SJ V)
co
N88'29'109JV
100--ov
uJ
0 0
TRACTB
Cc)
C>
(PURPOSE: UTILITIES & ACCESS)
z
7,286 S.F.
(0.167 ACRES)
N88'09'10'W
100.01, N00'38'01"E
20.00,
120.01,
-088'29'10"E 13102'
LOT 2
206 DUVALL PL SE
8,677 S.F.
(13:199 ACMES)
159.W
N94'38'01'E
N88'29'01"W
�as-iNIONOMVVOTff---88.49�
10.01
11591W
am
LOT 4
218 DUVALL PL SE
8,547 S.F.
(0.193 ACRES)
R = 25.00
A = 5.53 PRIVATE VDRAINAGE
D =12°4x7'12" EASEMENT
I
6
R=25.00 12'L67
R=25.00 121.67
A=33.36
TRACT C
PURPOSE: PRIVATE
.62 9 97.59
DRAINAGE
388-29'10"E 143.2
-Ml t
cq
(0.051 ACRES)
SE 2ND PL
S
b LINE SE 1/4, NW114, SEC
3
15-23-5
9
C)
z
i -
m
m
I;C = CALCULATED DISTANCE
M = MEASURED DISTANCE
RI = DISTANCE PER SURVEY REFERENCE I
LOT NUMBER
BMPTYPE
DRIVEWAY- RAINGARDENS + INFILTRATION
I
ROOFS = INFILTRATION TRENCHES
(3780 S.F. BLDG, 874 S.F. DWY, 600 S/W)
2
DRIVEWAY = RAINGARDENS + INFILTRATION
ROOFS = INFILTRATION TRENCHES
(3180 S.F. BLDG, 780 S.F. DWY, 500 S/W)
DRIVEWAY = RAINGARDENS + INFILTRATION
3
ROOFS = INFILTRATION TRENCHES
(3180 S.F. BLDG, 780 S.R DWY, 600 S/V11)
DRIVEINAY= RAINGARDENS + INFILTRATION
4
ROOFS = INFILTRATION TRENCHES
(2580 S.F. BLDG, 772 &F. DWY, 600 SJ V)