HomeMy WebLinkAboutLUA-07-043_Large FormatCITY OF RENTON SHORT PLAT
LUA-07-043-SHPL
LND-20-0488
DEDICATION
KNOW ALL PEOPLE BY THESE PRESENTS THAT WE; THE UNDERSIGNED OWNER(S) OF
INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARE THIS SHORT PLAT
TO filE THE GRAPHIC REPRESENTATION OF THE SHORT SUBDIVISION MADE HEREBY, AND
THAT SAID SHORT SUBDIVISION IS MADE WITH THE FREE CONSENT AND -IN ACCORDANCE
WITH THE DESIRE OF THE OWNER(S).
IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS.
CAMIE NG i ~
ACKNOWLEDQME~~~~~~
STATE OF WASHINGTON "2 SS
COUNTY OF KING 5
Notarv Public
Sfofe 01 Washington
JENIFER L' WILLMAN
I CERTIFY THAT I KNOW OR HAVE l~l~:focl~o/n~mme!~'rl'1~ tHACH ~GUYEN
SIGNED THIS DEDICATION AND ACKNO~~!!'NI'I"'IPI~"''''~E-AIND VOLUNTARY
ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT.
DATED 5-/8-D1
SIGNATURE OF ~ JJ II~, n C
NOTARY PUBLIC ch ltV lXfoW»--
PRINTEO NAME 0 J/'''l'L''-I . WI' J 11111 r,VI NOTARY PUBLIC vn i\.:r /--> vv, n ""
TITLE ____________ _
MY APPOINTMENT EXPIRES t---j'---'-lfi;:;&::a;: .......................... ..
STATE OF WASHINGTON "2 SS
COUNTY OF KING 5
Notorv Public
Slate of Washington
JENFER l WIlLMAN
Mv ARx*1fI.NdElIPIreI .. 4. IO"
I CERTIFY THAT I KNOW OR HAVE SA~~~~.,..~~ .... IiI4II~ .. ~IGNED
THIS DEDICATION AND ACKNOWLEDGED IT TO BE HIS FREE AND VOLUNT FOR
THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT,
DATED 5 -/8 -09
SIGNATURE'OF ~J I, •• ,
NOTARY PUBLIC ~ ". ~
PRINTED NAME .,.~ •• ; ,_~ I .. '1 aA
NOTARY PUBLIC ->.~.-.WY.."'tA.,. ...
TITLE _____ -'-___ ~--'---
MY APPOINTMENT EXPIRES 5/'1/' ,
LOT ADDRESSES
LOT 1 2136 HARRINGTON PLACE NE
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
Fill
2130 HARRINGTON PLACE NE
2900 NE 21ST STREET
2904 NE 21ST STREET
2908 NE 21ST STREET
2912 NE 21ST STREET
CONFORMED COPY
20 .....
.AT
THE 20090528900001 " INC.
CITY OF RENTON SPM 118.00
PAGE001 OF 003 05/28/2009 08:56
KING COUNTY, WA
MANAGER SUPT. OF RECORDS
APPROVALS:
CITY OF RENTON DEPARTMENT OF PLANNING/
BUILDING/PUBLIC WORKS
EXAMINED AND APPROVED THIS 2.ri!'tAY OF MA-Y---; 20..()!1.
--~._ ~-'Z !JQdL~HI-~-----
ADMINISTRATOR I { -;/'J
ROAD DEDICATION:
KING COUNTY DEPARTMENT OF ASSESSMENTS
EXAMINED AND APPROVED THIS 2~AY OF ~ ___ , 200....'1~
_S.U2i±--tJo b[ e-. '. " . .'
AS~rSO~. II -:LJcttMLMl-~1fL-1IJ~---·, ---~--
DEPUTY ASSESSOR
ACCOUNT NUMBERS 042305-9134~04 AND042305-9210~Ol
THE SOUTH 30 FEET OF THIS SITE WAS DEDIC~Or:!1ooENTON EQR PUBLIC RIGHT OF WAY FOR NE 21ST STREET BY DEED RECORDED
UNDER KING COUNTY RECORDING NUMBER _ _ 1210'1
TRACT B MAINTENANCE AGREEMENT
TRACT B IS AN INGRESS, EGRESS AND UTILITIES TRACT. THE OWNERS OF LOTS 3 AND 4 SHALL HAVE AN EQUAL AND. UNDIVIDED OWNERSHIP
INTEREST IN TRACT B, AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF THE PRIVATE ACCESS. ROADS, DRAINAGE
PIPES, AND STORM WATER QUALITY AND/OR DETENTION FACILITIES WITHIN TRACT B, PRIVATE SIGNAGE, AND OTHER INFRASTRUCTURE NOT OWNED
BY THE CITY OF RENTON OR OTHER UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE SHARED EQUALLY. THE CITY OF RENTON SHALL
HAVE THE RIGHT TO ENTER SAID EASEMENTS TO REPAIR ANY DEFICIENCIES OF THE DRAINAGE FACILITIES. THESE REPAIRS SHALL BE AT THE
OWNER'S COST. PARKING ON THE PAVING IN TRACT B IS PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 28 FEET.
NEW PRIVATE EASEMENT FOR INGRESS, EGRESS & UTILITIES MAINTENANCE AGREEMENT
NOTE: NEW PRIVATE EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS (TRACT B) IS TO BE CREATED UPON THE SALE OF LOTS SHOWN ON
THIS SHORT PLAT. THE OWNERS OF LOTS 3 AND 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, STORM WATER QUALITY AND/OR DETENTION FACILITIES, AND
WATER SERVICE LINES 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.
EASEMENT PROVISION
A PRIVATE EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO PUGET SOUND ENERGY COMPANY, QWEST, COMCAST, (OTHER PRIVATE
UTILITIES), AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS UNDER AND UPON ALL PRIVATE STREETS, ALLEYWAYS OR PRIVATE DRIVES (TRACT
B) AND THE EXTERIOR TEN (10) FEET PARALLEL WITH AND ADJOINING THE PUBLIC STREn FRONTAGE OF ALL LOTS AND TRACTS. FURTHER
EASEMENTS ARE RESERVED OVER PRIVATE LANDS FOR VAULTS, PEDESTALS AND RELATED FACILITIES ("VAULT EASEMENTS") ADJACENT TO THE
lO~FOOT WIDE UTILITY EASEMENT RESERVED IN THE PRECEDING SENTENCE AS FOLLOWS: THE VAULT EASEMENT MAY OCCUPY UP TO AN
ADDITIONAL ONE (1) FOOT IN WIDTH (FOR A TOTAL WIDTH OF 11 FEET) WITH THE LENGTH. OF EACH VAULT EASEMENT EXTENDING ONE (1)
FOOT FROM EACH END OF THE ASBUILT VAULT(S). THE NUMBER AND LOCATION OF VAULT EASEMENTS WILL BE "AS INSTALLED" DURING THE
UTILITY'S INITIAL INSTALLATION OF FACILITIES. THE EASEMENTS ARE RESERVED AND GRANTED IN ORDER TO INSTALL, LAY, CONSTRUCT, RENEW,
OPERATE AND MAINTAIN UNDERGROUND PIPE, CONDUIT, CABLES, WIRES, VAULTS AND PEDESTALS WITH NECESSARY FACILITIES AND OTHER
EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC, TELEPHONE, GAS, TELECOMMUNICATIONS,
DATA TRANSMISSION, STREET LIGHTS AND UTILITY SERVICE TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AND TRACTS AT ALL TIMES
FOR THE PURPOSES HEREIN STATED.
THESE EASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE RESTORED AS NEt\R AS POSSIBLE TO THEIR ORIGINAL CONDITION.
NO LINES OR WIRES FOR TRANSMISSION OF ELECTRIC CURRENT, OR FOR TELEP!"')NE, CABLE TELEVISION, TELECOMMUNiCATIONS OR DATA
TRANSMISSION USES SHALL BE PLACED OR PERMmED TO BE PLACED WITHIN THIS EASEMENT UNLESS THE SAME SHALL BE UNDERGROUND.
NO PERMANENT STRUCTURE SHALL BE PLACED WITHIN THE EASEMENTS WITHOUT PERMISSION FROM EASEMENT BENEFICIARIES.
TITLE NOTE
A SHORT PLAT CERTIFICATE PREPARED BY OLD REPUBLIC TITLE, LTD. OF WASHINGTON, THEIR ORDER NO. 5207063880, DATED FEBRUARY' 22,
2008 AT 8:00 A.M., AND ALL SUPPLEMENTALS THEREOF, WAS RELIED UPON FOR ALL RECORD ITEMS AFfECTING THIS SITE. ACCORDING TO SAID
CERTIFICATE, THE FOLLOWING ITEMS AFFECT THIS SITE:
A. ORDINANCE NO. 4824 REGARDING SANITARY SEWER SERVICE SPECIAL ASSESSMENT DISTRICT, AND THE TERMS AND CONDITIONS THEREOF,
RECORDED UNDER RECORDING NUMBER 20000104000291.
B. MEMORANDUM OF AGREEMENT WITH THE CITY OF RENTON RECORDED UNDER RECORDING NUMBER 20040818000201.
C. ORDINANCE NO. 5082, AND THE TERMS AND CONDITIONS THEREOF RECORDED UNDER RECORDING NUMBER 20040825000604.
D. AN EASEMENT TO PUGET SOUND ENERGY, INC. TO CONSTRUCT, OPERATE, MAINTAIN, REPAIR, REPLACE, IMPROVE & REMOVE UTILITY SYSTEMS,
RECORDED UNDER RECORDING NUMBER 20080219000824. (10 FEET IN WIDTH, AS CONSTRUCTED)
E. A RECORD OF SURVEY AND MATTERS RELATING THERETO, RECORDING NO. 9412059002.
DECLARATION OF COVENANT
THE OWNERS OF LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FOR THE BENEFITS TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON
COVENANT AND AGREE TO CONVEY THE BENEFICIARY INTEREST IN THE NEW EASEMENTS SHOWN IN THIS SHORT PLAT TO ANY AND ALL FUTURE PURCHASERS
OF THE LOTS, OR OF ANY SUBDIVISIONS THEREOF. THIS COVENANT SHALL RUN WITH THE LAi'!D AS SHOWN ON THIS SHORT PLAT.
AQUIFER PROTECTION NOTICE
THE LOTS CREATED HEREIN FALL WITHIN ZONE 2 OF RENTON'S AQUIFER PROTECTION AREA AND ARE SUBJECT TO THE REQUIREMENTS OF THE CITY OF
RENTON ORDINANCE NO. 4367 AND AS AMENDED BY ORDINANCE NO. 4740. THIS CllY'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 HOME-
OWNER'S RESPONSIBILIlY TO PROTECT THE CllY'S DRINKING WATER.
ACCESS RESTRICTION NOTE
THERE SHALL BE NO ACCESS TO OR FROM LOTS 4 AND 6 TO THE EAST OF THIS SITE. 'IIERE 311ALt BE N~ ACeE~~ ffi ~R rR~hI JEFFER~~N A','Ef4UE ME
'FRS'" 1:9f5 I MiS 6. •
LAND SURVEYOR'S CERTIFICATE
THIS SHORT PLAT CORRECTLY REPRESENTS A SURVEY MADE BY ME
OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS
OF THE APPROPRIATE STATE AND COUNTY STATUTE AND ORDI~CE
IN MARCH, 2007. ?/
~GHAU~ 18215 72ND AVENUE SOUTH
V" ~ KENT,. WA 98032 tIJ ~ (425)251-6222
-<> <> (425)251-8782 FAX
o (J
~ ~ CIVIL ENGINEERING, LAND PLANNING,
IS' . "::)' SURVEYING, ENVIRONMENTAL SERVICES ~ ~«;-
l'IAtG ENG\~~
RECORDING NO. VOL./PAGE
PORTION OF
SW1 /4 of NW1 /4, SECTION 4, T. 23 N" R. 5 E., W.M.
LEGAL DESCRIPTION
'THAT PORTION OF. THE NORTH HALF OF THE SOUTH HALF OF THE SOUTHWEST QUARTER
OF THE NORTHWEST QUARTER AND OF THE NORTH HALF OF THE SOUTH HALF OF THE
SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION
4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., AS DESCRIBED AS FOLLOWS:
BEGINNING AT THE WEST QUARTER CORNER OF SAID SECTION 4;
THENCE NORTH 0'31 '05" EAST 609.36 FEET;
THENCE SOUTH 88'18'09" EAST 1010.70 FEET;
THENCE SOUTH 0'39'36" WEST 238.09 FEET TO THE TRUE POINT OF BEGINNING;
THENCE SOUTH 0'39'36" WEST 218.09 FEET;
THENCE SOUTH 88'19'03" EAST 280.23 FEET;
THENCE NORTH 0'33'38" EAST 217.89 FEET;
THENCE NORTH 88'18'36" WEST 281.09 FEET TO THE TRUE POINT OF BEGINNING:
EXCEPT THAT PORTION THEREOF CONVEYED. BY DEEDS RECORDED UNDER RECORDING
NO. 4897237 AND 5333619;
AND EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF RENTON BY DEED
RECORDED UNDER RECORDING NO. 5359639
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON
SURVEY INFORMATION
PROCEDURE / NARRATIVE
A FIELD TRAVERSE USING A "LEICA TCR 703" TOTAL STATION, AND 'IDS RANGER" DATA COLLECTOR
, SUPPLEMENTED WITH FIELD NOTES WAS PERFORMED, ESTABLISHING THE ANGULAR, DISTANCE, AND
VERTICAL RELATIONSHIPS BETWEEN THE MONUMENTS, PROPERTY LINES, AND TOPOGRAPHIC FEATURES AS
SHOWN HEREON. A "LIETZ B-2A" AUTOMATIC LEVEL WAS USED TO CHECK AND ESTABLISH THE
ELEVATION OF BENCHMARKS AND CONTROL POINTS.' THE RESULTING DATA MEETS OR EXCEEDS THE
STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332-130-090.
DATES OF SURVEYS
FIELD SURVEYS BY BARGHAUSEN CONSULTING ENGINEERS, INC. CONDUCTED JANUARY 2007. ALL
MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT TIME.
HORIZONTAL & VERTICAL DATUM -BASIS OF BEARINGS
NAD 1983(91) PER CITY OF RENTON AND NAVD 1988 PER CITY OF RENTON. COORDINATES AND
ELEVATIONS ARE GPS DERIVED, AND A NETWORK ANALYSIS INCLUDING CITY OF RENTON CONTROL
STATIONS 57, 369, 1668 AND OTHER MONUMENTATION WAS PERFORMED. WE HELD CONTROL STATION 57
FOR POSITION,THE LINE BETWEEN CONTROL STATION 57 TO CONTROL STATION 369 FOR ROTATION. AND
, CONTROL STATION 369 FOR ELEVATION.
SITE AREA
TOTAL LAND AREA == 42,000 SQUARE FEET (0.964 ACRES) OF LAND
AREA OF RIGHT -OF-WAY DEDICATION = 3,909 SQUARE FEET OF LAND
SITE ADDRESS
2132 HARRINGTON PLACE NE, SEATTLE, WA 98056
-NE27TH~:-C-y ________ ~MAY CREEK NE 27TH ST PARK
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CAMIE· NG
1530 33RD AVENUE SOUTH
SEA TTLE,WASHINGTON 98144
DATE JOB NO.
JMS/KMM 4/18/2007 12653
CHKD. BY SCALE
N/A
SHEET
JMS OF 3
(
·-
NORTHWEST CORNER SECTION ".
WCCS NO. 2789
N=191394.922
E=1306237.297
I FOUND MONU.ENT 151 OCE ~ 2' BRASS DISK W / PUNCH
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DOWN 0.70
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IN MONUMENT CASE, DOWN 0.5'
RENTON NO. 57, WCCS NO. 2806
N=186452.866
E=1306190.395
__ ~~=-SOUTH LINE SW1/_4 _____ _
SOUTHWEST CORNER SECTION 4
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N88'19'36"W 2577.48'
\
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WCCS NO. 2788
N=191316.039
E=1308842.280
SO. UTH QUART. ER CORNER SEC.TION 4+ FOUND 3" BRASS DISK WI PUNCH
IN MONUMENT CASE DOWN 2.5'
WCCS NO. 2805 ~ N= 186407.361
[''':1340 272 -~
SOUTH LINE sw1/4 ~
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CENTER SECTION
18215 72ND AVENUE SOUTH
KENT, WA 98032
( 425)251-6222
(425)251,....8782 FAX
CIVIL ENGINEERING, LAND PLANNING,
SURVEYING, ENVIRONMENTAL SERVICES
DRAWN BY
DATE
SCALE:
CHECKED BY:
JOB NO,:
PROJECT NO.:
CITY OF RENTON SHORT PLAT
LUA-07-043-SHPL
LND-20-0488
JMS/KMM
04/18/07
1"=200'
JMS
12653
o 100 200 400
~~
SCALE: 1~·200·
-~ ~
EAST QUARTER CORNER SECTION 4
WCCS NO. 2794
N=188940.478
E=1311403.341
NG SHORT PLAT
INDEX DATA
SW1I4 OF NW1I4 OF SEC. 4-T23N-R5E, W.M.
SURVEY FOR
CAMIE NG
1530 33RD AVENUE SOUTH
SEATTLE, WASHINGTON 98144
SHT
2
12653SP01.DWG KING COUNTY, WASHINGTON
OF
3
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NE 23RD smEET
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FOUND IRON PIPE I
S3O'24'5B"W 0.72' FROM
[
CALCUlATED CORNER I
ORIGIN UNKNOWN ~
J .-S88'19'42"£ 281.30 I(CALC) 281.09'(DEED)
.--256.22'
25.00' i 'i-, 96.22' -l \~ 55.00' -l ~ '. 105.00'
Z I • ,'0' UTILITY EASEMENT HOGWIRE FENCE HOGWIRE FENCE
O O~ , • CROSSES PROP. '0 IS 0,3' SOUTH
~ 1 g LINE 26' EAST 0 OF LOT CORNER ~ <::) .i , ..f m OF LOT CORNER g
Z I ~, 5,169 SJ. l() ~ .w
DE 1_' \ ~ ~ S... ol.1t--t--_N8_8·_19'42"W 95.25' ~.' 3 ~
:::;= I 12 \ I i ~ 5,600 S.F. 0
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5,116 S.F. ,
\ I. 1_' 94.27'
\ 25.00' ,-N88'19'42"W
~ FOUND IRON PIPE
5000'
!
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25.00'
S49'29'22"W 0.75'
FROU CALCUlATED
CORNER, ORIGIN
UNKNOWN
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125.00
4
9,195 S.F.
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5,293 S.F. ~
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HOGWIRE FENCE
IS 0.7' SOUTH
OF LOT CORNER
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5,001 SJ.
------~ ----~.----NE 21ST ST TRACT A
3,909 S.F.
RIGHT-OF-WAY DEDICATION
TO THE CITY OF RENTON
REC. NO. 2009 _____ --~_
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N88'20'09'W 130.23' (DEED)
THIS PORTION IS DEDICATED TO THE
PUBLIC USE FOR ROAD PURPOSES
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~GHAU~
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18215 72ND AVENUE SOUTH
KENT, WA 98032
(425)251-6222
(425)251-8782 FAX
CIVIL ENGINEERING, LAND PLANNING,
SURVEYING, ENVIRONMENTAL SERVICES
DRAWN BY
DATE
SCALE:
CHECKED BY:
JOB NO.:
PROJECT NO.:
CITY OF RENTON SHORT PLAT
LUA-07-043-SHPL
LND-~20--0488
JMS/KMM
04/18/07
1" = 40'
JMS
12653
o 20 40 80
~~
SCALE: 1"=40'
LEGEND
~ MONUMENT FOUND AS NOTED
)( 1/2" REBAR AND CAP MARKED "BCE 34671" SET
NG SHORT PLAT
INDEX DATA
SW1I4 OF NW1I4 OF SEC. 4-T23N-R5E, W.M.
SURVEY FOR
CAMIE NG
1530 33RD AVENUE SOUTH
SEATTLE, WASHINGTON 98144
12653SP01.dwg KING COUNTY, WASHINGTON
SHT
3
OF
3 .
f ,
CITY OF RENTON SHORT PLAT
LUA-07-043-SHPL
LNO-20-0488
DEDICATION
KNOW ALL PEOPLE BY THESE PRESENTS THAT WE. THE UNDERSIGNED OWNER(S) OF
INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED. HEREBY DECLARE THIS SHORT PLAT
TO BE THE GRAPHIC REPRESENTATION OF THE SHORT SUBDIVISION MADE HEREBY. AND
THAT SAID SHORT SUBDIVISION IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE
WITH THE DESIRE OF THE OWNER(S).
IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS.
THACH NGUYEN CAMIE NG
ACKNOWLEDGMENTS
STATE OF WASHINGTON <. SS
COUNTY OF KING 5
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT THACH NGUYEN
SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE HIS FREE AND VOLUNTARY
ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT.
DATED ___________ _
SIGNATURE OF
NOTARY PUBLIC
PRINTED NAME OF
NOTARY PUBLIC
TITLE ____________ _
MY APPOINTMENT EXPIRES _____ _
STATE OF WASHINGTON ( SS
COUNTY OF KING 5
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT CAMIE NG SIGNED
THIS DEDICATION AND ACKNOWLEDGED IT TO BE HIS FREE AND VOLUNTARY ACT FOR
THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT.
DATED ___________ _
SIGNATURE OF
NOTARY PUBLIC
..... PRINTED NAME OF ~ NOTARY PUBLIC
~ ..
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TITLE ____________ _
MY APPOINTMENT EXPIRES _____ _
LOT ADDRESSES
LOT 1 2136 HARRINGTON PLACE NE
LOT 2 2130 HARRINGTON PLACE NE
LOT 3 2900 NE 21ST STREET
LOT 4 2904 NE 21ST STREET
LOT 5 2908 NE 21ST STREET
LOT 6 2912 NE 21ST STREET
RECORDER'S CERTIFICATE
~ FILED FOR RECORD THIS ....... DAY OF ...................... 20 ... ..
N
(f) o
AT ....... PM IN BOOK ........ " OF ........ AT PAGE ......... AT
g THE REQUEST OF JOANNE M, STACKHOUSE.
('1 ,-
APPROVALS:
CITY OF RENTON DEPARTMENT OF PLANNING/
BUILDING/PUBLIC WORKS
EXAMINED AND APPROVED THIS ____ DAY OF __________ • 20 ____ .
ADMINISTRATOR
ROAD DEDICATION:
KING COUNTY DEPARTMENT OF ASSESSMENTS
EXAMINED AND APPROVED THIS ____ DAY OF __________ • 20 ___ _
ASSESSOR
DEPUTY ASSESSOR
ACCOUNT NUMBERS 042305-9134-04 AND 042305-9210-01
THE SOUTH 30 FEET OF THIS SITE WAS DEDICATED TO THE CITY OF RENTON FOR PUBLIC RIGHT OF WAY FOR NE 21ST STREET BY DEED RECORDED
UNDER KING COUNTY RECORDING NUMBER 2007 ___________ .
TRACT B ~NTENANCE AGREEMENT
TRACT B IS AN INGRESS. EGRESS AND UTILITIES TRACT. THE OWNERS OF LOTS:3 AND 4 SHALL HAVE AN EQUAL AND UNDIVIDED OWNERSHIP
INTEREST IN TRACT 8. AND AN EQUAL AND UNDIVIDED RESPONSI81LTY FOR THE MAINTENANCE OF THE PRIVATE ACCESS ROADS. DRAINAGE PIPES.
AND STORM WATER QUALITY AND/OR DETENTION FACILITIES WITHIN TRACT 8, PRtVATE SIGNAGE. AND OTHER INFRASTRUCTURE NOT OWNED BY
THE CITY OF RENTON OR OTHER UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE SHARED EQUALLY. THE CITY OF RENTON SHALL HAVE
THE RIGHT TO ENTER SAID EASEMENTS TO REPAIR ANY DEFICIENCIES OF THE DRANAGE FACILITIES. THESE REPAIRS SHALL BE AT THE OWNER'S
COST. PARKING ON THE PAVING IN TRACT B IS PROHIBITED. UNLESS PAVEMENT WIDTH IS GREATER THAN 28 FEET.
EASEMENT PROVISION
A PRIVATE EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO THE CITY OF'· RENTON. PUGET SOUND ENERGY COMPANY. QWEST. COMCAST.
(OTHER PRIVATE UTILITIES). AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS. UNDER AND UPON ALL PRIVATE STREETS. ALLEYWAYS OR
PRIVATE DRIVES AND THE EXTERIOR TEN (10) FEET PARALLEL WITH AND ADJOIN!J~G THE STREET. ALLEYWAYS OR PRIVATE DRIVE FRONTAGE OF
ALL LOTS AND TRACTS. FURTHER EASEMENTS ARE RESERVED OVER PRIVATE LANDS FOR VAULTS. PEDESTALS AND RELATED FACILITIES (,VAULT
EASEMENTS") ADJACENT TO THE 10-FOOT WIDE UTILITY EASEMENT RESERVED IN THE PRECEDING SENTENCE AS FOLLOWS: THE VAULT
EASEMENT MAY OCCUpy UP TO AN ADDITIONAL ONE (1) FOOT IN WIDTH (FOR A TOTAL WIDTH OF 11 FEET) WITH THE LENGTH OF EACH VAULT
EASEMENT EXTENDING ONE (1) FOOT FROM EACH END OF THE ASBUILT VAULT(S), THE NUMBER AND LOCATION OF VAULT EASEMENTS WILL BE
"AS INSTALLED" DURING THE UTILlTY'S INITIAL INSTALLATION OF FACILITIES. fHE EASEMENTS ARE RESERVED AND GRANTED IN ORDER TO
INSTALL. LAY. CONSTRUCT. RENEW. OPERATE AND MAINTAIN UNDERGROUND PIPE. CONDUIT. CABLES. WIRES. VAULTS AND PEDESTALS WITH
NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC.
TELEPHONE. GAS. TELECOMMUNICATIONS, DATA TRANSMISSION. STREET LIGHTS AND UTILITY SERVICE TOGETHER WITH THE RIGHT TO ENTER UPON
THE LOTS AND TRACTS AT ALL TIMES FOR THE PURPOSES HEREIN STATED.
THESE EASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE RESTORED AS NEAR AS POSSIBLE TO THEIR ORIGINAL CONDITION.
NO LINES OR WIRES FOR TRANSMISSION OF ELECTRIC CURRENT, OR FOR TELEPHONE. CABLE TELEVISION. TELECOMMUNICATIONS OR DATA
TRANSMISSION USES SHALL BE PLACED OR PERMITTED TO BE PLACED WITHIN THIS EASEMENT UNLESS THE SAME SHALL BE UNDERGROUND.
NO PERMANENT STRUCTURE SHALL BE PLACED WITHIN THE EASEMENTS WITHOUT PERMISSION FROM EASEMENT OWNERS.
TITLE NOTE
A SHORT PLAT CERTIFICATE PREPARED BY FIDELITY NATIONAL TITLE COMPANY OF WASHINGTON. THEIR ORDER NO. 7-07021550. DATED FEBRUARY 23.
2007 AT 8:00 A.M .• AND ALL SUPPLEMENTALS THEREOF. WAS RELIED UPON FOR ALL RECORD ITEMS AFFECTING THIS SITE. ACCORDING TO SAID
CERTIFICATE. THE FOLLOWING ITEMS AFFECT THIS SITE:
A. EASEMENT AND CONDITIONS CONTAINED THEREIN. AS GRANTED/RESERVED/DISCLOSED/CONTAINED BY INSTRUMENT RECORDED UNDER RECORDING
NUMBER 5018119. GRANTED TO THE CITY OF RENTON FOR WATER PIPE LINES. THIS EASEMENT LIES WITHIN HARRINGTON PLACE NE.
B. MEMORANDUM OF AGREEMENT WITH THE CITY OF RENTON RECORDED UNDER RECORDING NUMBER 20040818000201.
C. ORDINANCE NO. 4824 REGARDING SANITARY SEWER SERVICE SPECIAL ASSESSMENT DISTRICT. AND THE TERMS AND CONDITIONS THEREOF.
RECORDED UNDER RECORDING NUMBER 20000104000291.
D. ORDINANCE NO. 5082, AND THE TERMS AND CONDITIONS THEREOF RECORDED UNDER RECORDING NUMBER 20040825000604.
DECLARATION OF COVENANT
THE OWNERS OF LAND EMBRACED WITHIN THIS SHORT PLAT. IN RETURN FOR THE BENEFITS TO ACCRUE FROM THIS SUBDIVISION. BY SIGNING HEREON
COVENANT AND AGREE TO CONVEY THE BENEFICIARY INTEREST IN THE NEW EASEMENTS SHOWN IN 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.
AQUIFER PROTECTION NOTICE
THE LOTS CREATED HEREIN FALL WITHIN ZONE 2 OF RENTON'S AQUIFER PROTECTION AREA AND ARE SUBJECT TO THE REQUIREMENTS OF THE CITY OF
RENTON ORDINANCE NO. 4367 AND AS AMENDED BY ORDINANCE NO. 4740. THIS CITY') 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 HOME-
OWNER'S RESPONSIBILITY TO PROTECT THE CITY'S DRINKING WATER.
ACCESS RESTRICTION NOTE
THERE SHALL BE NO ACCESS TO OR FROM LOTS 4 AND 6 TO THE EAST OF THIS SITE. THERE SHALL BE NO ACCESS TO OR FROM JEFFERSON AVENUE NE
FROM LOTS 4 AND 6.
LAND SURVEYOR'S CERTIFICATE
THIS SHORT PLAT CORRECTLY REPRESENTS A SURVEY MADE BY ME
OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS
OF THE APPROPRIATE STATE AND COUNTY STATUTE AND ORDINANCE I
IN MARCH. 2007.
RECORDING NO. VOL.jPAGE
PORTION OF
SW1 /4 of NW1 /4, SECTION 4, T. 23 N., R. 5 E., W.M.
LEGAL DESCRIPTION
THAT PORTION OF THE NORTH HALF OF THE SOUTH HALF OF THE SOUTHWEST QUARTER
OF THE NORTHWEST QUARTER AND OF THE NORTH HALF OF THE SOUTH HALF OF THE
SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION
4. TOWNSHIP 23 NORTH. RANGE 5 EAST. W.M .• AS DESCRIBED AS FOLLOWS:
BEGINNING AT THE WEST QUARTER CORNER OF SAID SECTION 4;
THENCE NORTH 0'31'05" EAST 609,36 FEET;
THENCE SOUTH 88'18'09" EAST 1010.70 FEET;
THENCE SOUTH 0'39'36" WEST 238.09 FEET TO THE TRUE POINT OF BEGINNING;
THENCE SOUTH 0'39'36" WEST 218.09 FEET;
THENCE SOUTH 88'19'03" EAST 280.23 FEET;
THENCE NORTH 0'33'38" EAST 217.89 FEET;
THENCE NORTH 88'18'36" WEST 281.09 FEET TO THE TRUE POINT OF BEGINNING:
EXCEPT THAT PORTION THEREOF CONVEYED BY DEEDS RECORDED UNDER RECORDING
NO. 4897237 AND 5333619;
AND EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF RENTON BY DEED
RECORDED UNDER RECORDING NO. 5359639
SITUATE IN THE COUNTY OF KING. STATE OF WASHINGTON
SURVEY INFORMATION
PROCEDURE / NARRATN{
A FIELD TRAVERSE USING A "LEICA TCR 703" TOTAL STATION. AND ',DS RANGER" DATA COLLECTOR
SUPPLEMENTED WITH FIELD NOTES WAS PERFORMED. ESTABLISHING THE ANGULAR. DISTANCE. AND
VERTICAL RELATIONSHIPS BETWEEN THE MONUMENTS. PROPERTY LINES. AND TOPOGRAPHIC FEATURES AS
SHOWN HEREON. A "LIETZ B-2A" AUTOMATIC LEVEL WAS USED TO CHECK AND ESTABLISH THE
ELEVATION OF BENCHMARKS AND CONTROL POINTS. THE RESULTING DATA MEETS OR EXCEEDS THE
STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332-130-090.
DATES OF SURVEYS
FIELD SURVEYS BY BARGHAUSEN CONSULTING ENGINEERS. INC. CONDUCTED JANUARY 2007. ALL
MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT TIME.
HORIZONIAL & VERTICAL DATUM =8Aslf'OF·BEARiNGS'''~··--· -' ..
NAD 1983 (91) PER CITY OF RENTON AND NAVD 1988 PER CITY OF RENTON. COORDINATES AND
ELEVATIONS ARE GPS DERIVED. AND A NETWORK ANALYSIS INCLUDING CITY OF RENTON CONTROL
STATIONS 57. 369. 1668 AND OTHER MONUMENTATION WAS PERFORMED. WE HELD CONTROL STATION 57
FOR POSITION. THE LINE BETWEEN CONTROL STATION 57 TO CONTROL STATION 369 FOR ROTATION AND
CONTROL STATION 369 FOR ELEVATION.
SITE AREA
TOTAL LAND AREA = 42,000 SQUARE FEET (0.964 ACRES) OF LAND
AREA OF RIGHT-OF-WAY DEDICATION = 3.909 SQUARE FEET OF LAND
SITE ADDRESS
2132 HARRINGTON PLACE NE, SEATILE. WA 98056
'----NE~;-:rn-cr.--....y--___ ~_~MAY CREEK NE 27TH ST . PARK
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PLAT
1530 33RD AVENUE SOUTH
SEATTLE, WASHINGTON 98144
DWN. BY JOB NO.
12653
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NORTHWEST CORNER SECTION 4
WCCS NO. 2789
N=191394.922
E=1306237.297
I FMU ,"N"'ENT 151 BeE ~ 2' BRASS DISK wi PUNCH
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S88'15'56"E 2606,18'
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N88'19'36"W 2577.48' -'---
FOUND 3" BRASS DISK wi PUNCH
I IN MONUMENT CASE, DOWN 0.5'
SOUTH QUARTER CORNER SECTION 4i
FOUND 3" BRASS DISK W/ PUNCH
IN MONUMENT CASE DOWN 2.5'
WCCS NO. 2805 -\
N=186407.361 ~30a734.272 _ ~
SOUTH LINE SWI/4 ------
18215 72ND AVENUE SOUTH
KENT, WA 98032
( 425)251-6222
\ E=1306190.395 ~RENTON NO. 57.' WCCS NO. 2806
N=186452.866 ~ ¢>. (425)251-8782 FAX
o ~ .~ __ ~~ SOUTH 4NE S~/_4 _____ _ '1-....
\fiG-~' CIVIL ENGINEERING, LAND PLANNING,
SOUTHWEST CORNER SECTION 4
DRAWN BY
DATE
SCALE:
CHECKED BY:
JOB NO.:
CITY OF RENTON SHORT PLAT
LUA-07-043-SHPL
LND-20-0488
JMS/KMM
04/18/07
1 "=200'
JMS
12653
NG
INDEX DATA
o 100 200 400
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SCALE: 1"=200'
d
V EAST QUARTER CORNER SECTION 4 §
WCCS NO. 2794
N=188940.478
E=1311403.341
SHORT PLAT
SW1/4 OF NW1/4 OF SEC. 4-T23N·R5E, W.M.
SURVEY FOR
CAMIE NG
1530 33RD AVENUE SOUTH
SEA TTLE, WASHINGTON 98144
SHT
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PROJECT NO.:
12653SP01.DWG
OF
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< 7-110/0 ENG\~«;.~q. SURVEYING, ENVIRONMENTAL SERVICES
~ __________________________________________________ /~~~~~~~ __________________________ ~~ ______ J KING COUNTY, WASHINGTON
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~ fOUND IRON PIPE
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~ I. _ ._ ORIGIN UNKNOWN
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S88'20'09"E 1 0.36'
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REC. NO.:7706220930
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THIS PORTION IS DEDICATED TO THE
PUBUC USE FOR ROAD PURPOSES
I 1 I 18215 72ND AVENUE SOUTH
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KENT, WA 98032
( 425)251-6222
.~ "". (425)251-8782 FAX
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,.pc:;.. 0' CIVIL ENGINEERING, LAND PLANNING,
DRAWN BY
DATE
SCALE:
CHECKED BY;
JOB NO.:
CITY OF RENTON SHORT PLAT
LUA-07-043-SHPL
LND-20-0488
JMS/KMM
04/18/07
1" = 40'
JMS
12653
o 20 40 aD
~~
SCALE: 1"-40'
LEGEND
~ MONUMENT FOUND AS NOTED
-. 1/2" REBAR AND CAP MARKED "BCE 34671" SET
NG SHORT PLAT
INDEX DATA
SW1I4 OF NW1I4 OF SEC. 4· T23N-R5E, W.M.
SURVEY FOR
CAMIE NG
1530 33RD AVENUE SOUTH
SEA TTLE, WASHINGTON 98144
SHT
3
OF
3
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"( 1"ING EN G\~ ~«.-«:-SURVEYING, ENVIRONMENTAL SERVICES PROJECT NO.:
12653SP01.dwg
~------------------------------------------------------~/~~~~~~~~------------------------------~~--------~ KING COUNTY, WASHINGTON
CITY OF RENTON SHORT PLAT
LUA-
LNO-
DEDICATION
KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNER(S) OF
INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARE THIS SHORT PLAT
TO BE THE GRAPHIC REPRESENTATION OF THE SHORT SUBDIVISION MADE HEREBY, AND
THAT SAID SHORT SUBDIVISION IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE
WITH THE DESIRE OF THE OWNER(S).
IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS.
THACH NGUYEN CAMIE NG
ACKNOWLEDGMENTS
STATE OF WASHINGTON ( SS
COUNTY OF KING 5
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT THACH NGUYEN
SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE HIS FREE AND VOLUNTARY
ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT.
DATED ___________ _
SIGNATURE OF
NOTARY PUBLIC
PRINTED NAME OF
NOTARY PUBLIC
TITLE ___________ _
MY APPOINTMENT EXPIRES _____ _
STATE OF WASHINGTON ( SS
COUNTY OF KING 5
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT CAMIE NG SIGNED
THIS DEDICATION AND ACKNOWLEDGED IT TO BE HIS FREE AND VOLUNTARY ACT FOR
THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT.
DATED ___________ _
SIGNATURE OF
NOTARY PUBLIC
PRINTED NAME OF
NOTARY PUBLIC
Q; TITLE ___________ _
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MY APPOINTMENT EXPIRES _____ _
2~-----------------------~ :,c:
SITE DATA
: 1. SITE ADDRESSES: HARRINGTON PLACE NE & NE 21 ST STREET
~ o 2. ASSESSORS PARCEL NUMBER: 042305-9210, 042305-9134
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3. GROSS SITE AREA: 42,695 SF (0.98 AC.)
:2
D... 4. MUNICIPALITY: CITY OF RENTON
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~ 5. EXISTING USE: ONE SINGLE FAMILY RESIDENCE, ONE VACANT LOT
8 6. PROPOSED USE: SINGLE-FAMILY RESIDENTIAL LOTS
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7. ZONING: R-8
8. COMPREHENSIVE PLAN DESIGNATION: RESIDENTIAL SINGLE FAMILY
9. REQUIRED / PROPOSED MINIMUM LOT WIDTH: 50' / 54'
10. REQUIRED / PROPOSED MINIMUM LOT AREA: 5,000 SF ! 5,130 SF
11. AVERAGE LOT AREA: -S.F.
12. ALLOWED / PROPOSED GROSS PROJECT DENSITY: 8 DU!AC
13. BUILDING SETBACKS:
FRONT (STREET): 20 FEET
SIDE: 5 FEET
BACK: 20 FEET
14. BUILDING HEIGHT MAXIMUM: 30 FEET
15. MAXIMUM AMOUNT OF BUILDING SURFACE: 50 PERCENT
RECORDER'S CERTIFICATE
FILED FOR RECORD THIS ....... DAY OF ..................... , 20 .... .
AT ....... PM IN BOOK .......... OF ........ AT PAGE ......... AT
THE REQUEST OF JOANNE M. STACKHOUSE.
APPROVALS: DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL'/PAGE
CITY OF RENTON DEPARTMENT OF PLANNING/
BUILDING/PUBLIC WORKS
EXAMINED AND APPROVED THIS ____ DAY OF __________ , 20
ADMINISTRATOR
ROAD DEDICATION:
EXAMINED AND APPROVED THIS ____ DAY OF __________ • 20 ___ _
ASSESSOR
DEPUTY ASSESSOR
ACCOUNT NUMBERS 042305-9134-04 AND 042305-9210-01
THE SOUTH 20 FEET OF THIS SITE WAS DEDICATED TO THE CITY OF RENTON FOR PUBLIC RIGHT OF WAY FOR NE 21 ST STREET BY DEED RECORDED
UNDER KING COUNTY RECORDING NUMBER 2007 _____________ .
NEW PRIVATE EASEMENT FOR INGRESS, EGRESS AND UTILITIES MA!NTENANCE AGREEMENT
NEW PRIVATE EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES IS TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS SHORT PlAT.
THE OWNERS OF LOTS 3 AND 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 ROADS, 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.
THE CITY OF RENTON SHALL HAVE THE RIGHT TO ENTER SAID EASEMENTS TO REPAIR ANY DEFICIENCIES OF THE DRAINAGE FACILITIES. THESE REPAIRS
SHALL BE AT THE OWNER'S COST. PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 28
FEET.
EASEMENT PROVISION
A PRIVATE EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO PUGET SOUND ENERGY COMPANY, QWEST, COMCAST, (OTHER PRIVATE UTILITIES), AND
THEIR RESPECTIVE SUCCESSORS AND ASSIGNS UNDER AND UPON ALL PRIVATE STREETS, ALLEYWAYS OR PRIVATE DRIVES AND THE EXTERIOR TEN (10)
FEET PARALLEL WITH AND ADJOINING THE STREET, ALLEYWAYS OR PRIVATE DRIVE FRONTAGE OF ALL LOTS AND TRACTS. FURTHER EASEMENTS ARE
RESERVED OVER PRIVATE lANDS FOR VAULTS, PEDESTALS AND RElATED FACILITIES (''VAULT EASEMENTS") ADJACENT TO THE 10-FOOT WIDE UTILITY
EASEMENT RESERVED IN THE PRECEDING SENTENCE AS FOLLOWS: THE VAULT EASEMENT MAY OCCUpy UP TO AN ADDITIONAL ONE (1) FOOT IN WIDTH
(FOR A TOTAL WIDTH OF 11 FEET) WITH THE LENGTH OF EACH VAULT EASEMENT EXTENDING ONE (1) FOOT FROM EACH END OF THE ASBUILT
VAULT(S). THE NUMBER AND LOCATION OF VAULT EASEMENTS WILL BE "AS INSTALLED" DURING THE UTILITY'S INITIAL INSTALlATION OF FACILITIES. THE
EASEMENTS ARE RESERVED AND GRANTED IN ORDER TO INSTALL, lAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND PIPE, CONDUIT,
CABLES, WIRES, VAULTS AND PEDESTALS WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND
OTHER PROPERTY WITH ELECTRIC, TELEPHONE, GAS, TELECOMMUNICATIONS, DATA TRANSMISSION, STREET LIGHTS AND UTILITY SERVICE TOGETHER WITH
THE RIGHT TO ENTER UPON THE LOTS AND TRACTS AT ALL TIMES FOR THE PURPOSES HEREIN STATED.
THESE EASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE RESTORED AS NEAR AS POSSIBLE TO THEIR ORIGINAL CONDITION.
NO LINES OR WIRES FOR TRANSMISSION OF ELECTRIC CURRENT, OR FOR TELEPHONE, CABLE TELEVISION, TELECOMMUNICATIONS OR DATA TRANSMISSION
USES SHALL BE PlACED OR PERMITIED TO BE PLACED WITHIN THIS EASEMENT UNLESS THE SAME SHALL BE UNDERGRbuND.
NO PERMANENT STRUCTURE SHALL BE PLACED WITHIN THE EASEMENTS WITHOUT PERMISSION FROM EASEMENT OWNERS.
TITLE NOTE
A SHORT PLAT CERTIFICATE PREPARED BY FIDELIlY NATIONAnITLE"COMPANY,OF"WASHINGTON, THEIR ORDER NO. 7-07021550, DATED FEBRUARY 2.3.
2007 AT 8:00 A.M., AND ALL SUPPLEMENTALS THEREOF. WAS RELIED UPON FOR ALL RECORD ITEMS AFFECTING THIS SITE. ACCORDING TO SAID
CERTIFICATE, THE FOLLOWING ITEMS AFFECT THIS SITE:
A. EASEMENT AND CONDITIONS CONTAINED THEREIN, AS GRANTED/RESERVED/DISCLOSED/CONTAINED BY INSTRUMENT RECORDED UNDER
RECORDING NUMBER 5018119, GRANTED TO THE CITY OF RENTON FOR WATER PIPE LINES. THIS EASEMENT LIES WITHIN HARRINGTON
PLACE NE.
B. MEMORANDUM OF AGREEMENT WITH THE CITY OF RENTON RECORDED UNDER [IECORDING NUMBER 20040818000201.
C. ORDINANCE NO. 4824 REGARDING SANITARY SEWER SERVICE SPECIAL ASSESSMENT DISTRICT, AND THE TERMS AND CONDITIONS THEREOF,
RECORDED UNDER RECORDING NUMBER 20000104000291.
D. ORDINANCE NO. 5082, AND THE TERMS AND CONDITIONS THEREOF RECORDED UNDER RECORDING NUMBER 20040825000604.
DEClARATION OF COVENANT
THE OWNERS OF lAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FOR THE BENEFITS TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON
COVENANT AND AGREE TO CONVEY THE BENEFICIARY INTEREST IN THE NEW EASEMENTS SHOWN IN 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.
LAND SURVEYOR'S CERTIFICATE
THIS SHORT PLAT CORRECTLY REPRESENTS A SURVEY MADE BY ME
OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS
OF THE APPROPRIATE STATE AND COUNTY STATUTE AND ORDINANCE
IN MARCH, 2007.
PORTION OF '
SW1 /4 of NW1 /4, SECTION 4, 1. 23 N., R. 5 E., W.M.
LEGAL DESCRIPTION
THAT PORTION OF THE NORTH HALF OF THE SOUTH HALF OF THE SOUTHWEST QUARTER
OF THE NORTHWEST QUARTER AND OF THE NORTH HALF OF THE SOUTH HALF OF THE
SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION
4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., AS DESCRIBED AS FOLLOWS:
BEGINNING AT THE WEST QUARTER CORNER OF SAID SECTION 4;
THENCE NORTH 0'31 '05" EAST 609.36 FEET;
THENCE SOUTH 88'18'09" EAST 1010.70 FEET;
THENCE SOUTH 0'39'36" WEST 238.08 FEET TO THE TRUE POINT OF BEGINNING;
THENCE SOUTH 0'39'36" WEST 218.09 FEET;
THENCE SOUTH 08'19'03" EAST 280.23 FEET;
THENCE NORTH 0'33'38" EAST 217.89 FEET;
THENCE NORTH 88'18'36" WEST 281.09 FEET TO THE TRUE POINT OF BEGINNING:
EXCEPT THAT PORTION THEREOF CONVEYED BY DEEDS RECORDED UNDER RECORDING
NO. 4897237 AND 5333619;
AND EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF RENTON BY DEED
RECORDED UNDER RECORDING NO. 5359639
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON
SURVEY INFORMATION
PROCEDURE / NARRATIVE
A FIELD TRAVERSE USING A "LEICA TCR 703" TOTAL STATION, AND "TDS RANGER" DATA COLLECTOR
SUPPLEMENTED WITH FIELD NOTES WAS PERFORMED, ESTABLISHING THE ANGULAR, DISTANCE, AND VERTICAL
RELATIONSHIPS BETWEEN THE MONUMENTS, PROPERTY LINES, AND TOPOGRAPHIC FEATURES AS SHOWN
HEREON. A "LIETZ B-2A" AUTOMATIC LEVEL WAS USED TO CHECK AND ESTABLISH THE ELEVATION OF
BENCHMARKS AND CONTROL POINTS. THE RESULTING DATA MEETS OR EXCEEDS THE STANDARDS FOR LAND
BOUNDARY SURVEYS AS SET FORTH IN WAC 332-130-090.
DATES OF SURVEYS
FIELD SURVEYS BY BARGHAUSEN CONSULTING ENGINEERS, INC. CONDUCTED JANUARY 2007. ALL
MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT TIME.
HORIZONTAL & VERTICAL DATUM -BASIS OF BEARINGS
NAD 1983 (91) PER CITY OF RENTON AND NAVD 1988 PER CITY OF RENTON. COORDINATES AND
ELEVATIONS ARE GPS DERIVED, AND A NETWORK ANALYSIS INCLUDING CITY OF RENTON CONTROL
STATIONS 57, 369, 166B AND OTHER MONUMENTATION WAS PERFORMED. WE HELD CONTROL STATION
57 FOR POSITION, THE LINE BETWEEN CONTROL STATION 57 TO CONTROL STATION 369 FOR ROTATION
AND CONTROL STATION 369 FOR ELEVATION. .
SITE AREA
TOTAL LAND AREA = 42,000 SQUARE FEET (0.964 ACRES) OF LAND
AREA OF RIGHT-OF-WAY DEDICATION = 2,606 SQUARE FEET OF LAND
SITE ADDRESS
2132 HARRINGTON PLACE NE, SEATTLE, WA 98056
'--m0mc;:r-"-y-~~_~MAY CREEK NE 27TH ST PARK
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es IN CASE I \\~\>\..I\\lt.\J \..0\ \..\\It ~~~iClt;)9()(l'2 I 'l()\..\\\l\ / \
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I PUBLISHED COORDINATE
RENTON 57
3" BRASS DISK W/ PUNCH
IN MONUMENT CASE, DOWN 0.5
N=55830.947
E=398127,6_29_~~<!'!!. _ SOUTH LINE S~/_4 _____ _
SOUTHWEST CORNER SECTION 4
SOUTH QUARTER CORNER SECTION 4
FOUND MONUMENT #807 BCE
PUBLISHED COORDINATE
DOWN 2.5
3" BRASS DISK wi PUNCH J
IN MONUMENT CASE
__ SOUTH LINE SW1/4~
18215 72ND AVENUE SOUTH
KENT, WA 98032
(425)251-6222
-; <> (425)251-8782 FAX o ()
"t ~
!Jl 0' CIVIL ENGINEERING, LAND PLANNING, ~rltvG ENG\~~~~ SURVEYING, ENVIRONMENTAL SERVICES
DRAWN BY
JMS/KMM
DATE
04/18/07
SCALE: 1"=200'
CHECKED BY:
JMS
JOB NO,: 12653
PROJECT NO.:
12653SPO 1.DWG
o 100 200 400
~1@ ®a,~~ ~ ~~ ~~;;;;
SCALE: 1"=200'
---'~-Ir--PUBLISHED COORDINATE
EAST QUARTER CORNER SECTION 4 ~
APR 2 4 2007
NG SHORT
INDEX DATA
SW1/4 OF NW1I4 OF SEC. 4-T23N-R5E, W.M.
SURVEY FOR
CAMIE NG
1530 33RD AVENUE SOUTH
SEA TTLE, WASHINGTON 98144
KING COUNTY, WASHINGTON
SHT
2
OF
3
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:z:w 1 S30'24'58'W 0.72' FROM
l CALCULATED CORNER
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W ORIGIN UNKNOWN
() 1 .. --::5 C: 25.00' 7 i-96.22' a...
S88'19'42"£ 281.3o~(CALC) 281.09'(OEED)
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N88'19'42~W 95,25': -..1:: 3 0
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105.00'
4
9,216 SQ. FT.
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5,116 SQ. FT. I EXISTING t[) ,V / ',/-S88'21'50"E 86.69'
L GARAGE I ,,)'0 b ~<y '1"'-30.69'-,.... -56.00'
\ \ ,
\ .~-94.27'
/\ 25.00' -,-N88'19'42"W
1 ~ FOUND IRON PIPE
S49'29'22'W 0.75'
FROM CALCULATED
CORNER, ORIGIN
UNKNOWN
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'0 S88'20'09"E 130.32' .... 7
o TRACT A RIGHT-OF-WAY DEDICATION g
\ ~. 2,606 SQ. FT. TO THE CITY OF RENTON ~ .I
'-N88'20'09 KW 130,23' (DEED) t 7'
-' I THIS PORTION IS DEDI CArED TO THE PUBLIC USE FOR ROAD
I--------~---
1
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EXPIRES
PURPOSES UPON THE RECORDING OF THIS SHORT PLAT
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REC. NO.: 7706220930
1
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18215 72ND AVENUE SOUTH
KENT, WA 98032
( 425)251-6222
~ <> (425)251-8782 FAX
(.) a <-1.-....
DRAWN BY
DATE
SCALE:
CHECKED BY:
JOB NO.:
1.1'>& 0' CIVIL ENGINEERING, LAND PLANNING,
< l'IIVG ENG\~«,«,~ SURVEYING, ENVIRONMENTAL SERVICES PROJECT NO.:
JMS/KMM
04/18/07
1" = 40'
JMS
12653
\",
12653SP01.dwg
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~J~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
o 20 40 80
~~~. '\( .~il''0
NG
INDEX DATA
SCALE: 1"=40'
SHORT
OEVEL\",
C/'(o, , ,
SW1/4 OF NW1I4 OF SEC, 4-T23N-R5E, W.M,
SURVEY FOR
CAMIE NG
1530 33RD AVENUE SOUTH
SEA TTLE, WASHINGTON 98144
KING COUNTY, WASHINGTON
~' •• '. j ,
SHT
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BOUNDARY
1.
.~... . i -~.-.,----,,-.. 4t1tr{'"-·· +-~--'-'-$88'18'53"[ l,Ol?,7~'(CAI.,C SECTION /.!!'IE TO MONUMENT) 1010.70' (DEED)
. FO. UNO MONUMENT S881853 E 1010,36' (MONUMENT TO MONUMENT)
(JAN. 2007)
~&HA{f>S'
............ ~~ •.. < .•....... ~ .. W-. E .,..', :.-,;--(') --, 0'
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. -'~oS>,," .. " _. 1>.1': .
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1.. F. O.U. Nil 3.". BRASS DISC
/
INMONUMENTCASE
(JAN, 2007)
. . .
SURVEY INFORM ATION
PROCEDURE INARRA TIVE . . ..
A FiE~O. TRAVERSE USING A "LEICA TCR 703" TOTAL STATION, AND "TDS.RANGER" DATA
COLI.ECTORSUPplEMENTED WITH FIELD NOTES WAS PERFORMm,ESTABu5~ING THE
ANGULAR,DISTANCE,AND VERTicAL RELATIONSHIPS BETWEEN THE MONUMtNTS,.PROPERTi'
UNES:ANP TOPOGRAPHiC .FEATURES AS .sHOWN HEREON. A "UETZ B~2I1"AUT()MATIC
LEVEL WAS USED TO CHEC.K AND ESTABLISH THE ELEVATION OF BENCHMARKS AND
CONTROL POINTS .. THERE5ULTfNG DATA MEETS OR EXCEEDS THESTANDARDSJOR LAND
BOUNDARY SURVEYS ASSET FORTH IN WAC 332-130-090.
DATIOS OF. SURVEYS .. . .
FIELD SURVEYS BYBARGHAUSENCONSULTING ENGINEERS, INC. CONDUCTED
JANUARY 1007. A~L MONWMENT~SHOWN AS FOUND WERE VISITED AT THAT TIME.
HORIZPNTAL& vel'iTICAL. DATUM-BASIS OF'BeARING~.
tjAD1983(91.)pE:R'Crr/OF 'RENTON, AND .NAVD 1988 PER .CITY.OFREWON,
COORDINATES ,AND EiJ'VATIONS/lRE GPS DERIVED, AND A NETWORK ANALYSIS
INCLUOfNGCilY OF RENTON CQNTROL,STATIONS 57,369, 1668 AND OTHER
MONVMENTATKi.N WASPERf'(iRMED.·. WE HELD •. C.QNTROL STATION, 57 FOR POSITION,
THELlN~,S~r;gNCciNTROL. STATION' 57 TO"CONTROL STATION 369 FOR ROTATION
ANDC(iNIRQLSTATiON 369 FOR ELEVATION .
. ' -'. .
··'Tl'I.:E EXCEPtION . . . ......• .. . .. . ....>< .
FIDELITY NATIONAL.TITLE COMPANY OF WASHINOTONCOMMITMENT .NO.
7-01021550. (DArED FEBRUARY. 23; 2007) WAS RELIED UPON FOR TITLE
INFORMATION AND SUPPOR FlNG DOCUMENTS,
LEGAL OESC"'U'TION.
THAT PQRTiON.OF.iHt·NORTH.8ALF OF THE .SOUTH HALF OF THE SOUTHWEST QUARTER
OF THE:NORTHWESTOUiiRTERI\ND OF JHE NORTH HALF or THE SOUTH HALF OF THE
SOUTHJ-iALF OF THESOUTHw~srb(JARTER OF THE NORTHWEST QUARTER OF SECTION
4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., AS DESCRIBED AS FOLLOWS:
BEGINNING AT THE WEST QUARTER CORNER OF SAiD SECTION 4;
THENCE NORTH 0'31'05" EAST 609.36 FEET;
THI'NCESOUTH 88'18'09" EAST 1010.70 FEET;
TKENCE SOUTH 0'39'36" WEST 238.08 FEET TO THE TRUE POINT OF BEGINNING;
THENCE SOUTH 0'39'36" WEST 218.09 FEET;
THENCE SOUTH 08'19'03" EAS1.280.23 FEET;
THENCE NORTHO'~3'38" EAST 217.89 FEET;
THENCE NORTH 88'18'36" WEST 281.09 FEET TO THE TRUE POINT OF BEGINNING:
EXCEPT THAT PORTION THEREOF CONVEYED BY DEEDS RECORDEOUNDER RECORDING
NO. 4897237 AND 5333619;
AND EXCEPT THAT PORTioN THEREOF CONVEYED TO THE CITY OF RENTON BY DEED
RECORDED UNDER RECORDING· NO. 5359639
SITUATE. IN THE COUNTY OF KING, STATE OF WASHINGTON
NOTe
UNDERGROUND :UTllITIES AND FEATURES DEPICTE;D HEREON ARE BASED ON FiELD
OBSERVATION, MARKiNGS,DEVELOPMENT PLANS, AND/OR AVAILABLE RECORD DOCUMENTS
ONLY .. THE TRUE LOCATION, NATURE AND/OR EXISTENCE OF BELOW GROUND FEATURES,
DETECTED OR UNDETECTED, SHOULD· BE VERIFiED.
EB
8
1*
U:GEND
POWER VAULT (AS NOTED) ~ FOUND SURFACE MONUMENT
LUMINARIE
YARD LIGHT
POWER .MEt'R
POWER POLE
JUNCTION . BO~(AS NOTED)
CATCH BASIN (cli)
SANITARY SEWER MANHOLE (SSMH)··
GAS METER
GAS VALVE
WATER VA,VE (iN)
WATER METER
SIGN
GVYANCHOR (AS NOTED)
TELEPHONE VAULT (AS NOTED)
DIRECTION OF VEHICLE TRAVEL
DECIDUOUS
. CONIFEROUS
R" RECORD
M" . MEASURED
+~ • o
SECTION CORNER
FOUND REBAR/CAP
FOUND IRON PIPE
ASPHALT.
CoNCRETe I· ," ~i
k'>';>.i:~;':;;dGRAVEL
-W-·-·-·-W~ WATI;RUNE
S~ 'SANITARY SEWER LINE
~~'SD-~ STORMOilAINAGE· LINE
-G G-GAS {INE ,.
--T(UG) -. -TELEPHONE UNDERGROUND
-PCUG) --'-~ POWER:.UNPERGROUND
~--PCOH)-POWEROV[RHEAD
~-. -x -~~ CHJlJN LINK FENCE
-0 SARSED·WIRE fENCE
0-HOG WIRE fENCE
-/ / WOOD FENCE
---._._ . ---
~-------
SSMH
RIM=375.29
8" PVC N=361:8
8" PVC S=361.86
---
CATCH BAsiN
RIM=375.48
12" CONC S=J72.08
6" CONC NE=372.2J
15" CONC N=371.93
WM EB
---
WOOD FENCE
---------+-. ~~---------
SSMH
RIM=J80.BO
8."01 SE=378..95
8" 01W=318,94
6" PVC N~379.D2
STOP BAR
CATCH BASIN
RIM=378.74
12" CONC 5E=375.82
12" CONG N=375.64
WOOO FENCE
CHAINLINK FENCE-J SSMH
RIM=J79.80
8" PVC N=J71.33
8" PVC E=371.42
CATCH BASIN
RIM=J79.54
12" CONC
12" CONe N=377.01
TOP OGR APHIC SURVEY
FOUND MONUMENT
(JAN. 2007)
-------------
ROCKERY WALL
FOUND IRON PIPE
SJO'24'58"W 0.72' FROM
CALCULATED CORNER
ORIGIN UNKNOWN
POWER POLE WITH
LUMINARIES, TRANSFORMER,
UNDERGROUND DROP
WEST or PL & 0.3'
OF P~)
CATCH BASIN
RIM=375.71
6" CONC SW=J7J.41
WATER VALVE
MAILBOX
POWER POLE WITH
'--LUMII~ARIIES, TRANSFORMER,
& UNDERGROUND DROP
GUY WIRES(2)
METER(2)
'---
POWER POLE (91.8' EAST OF
PL & l' SOUTH OF PL)
WOOD FENCE"
EXISTING
HOUSE
\
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NO SCALE
Vicinity Map
...... "".....-,.2'
'iJ~~
" SURVEYOR'S CERTIFICATE:
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE
BY ME OR UNDER MY OIRECTION IN CONFORMANCE
WITH THE REQUIREMENTS OF THE SURVEY
RECORDING ACT AT THE REQUEST OF CAMIE NG IN
MARCH 2007.
E M. STACKHOUSE, P.L.S.
HINGTON REGISTRATION NO. 34671
CHAINLINK
FENCE
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11 .-----------------------------------------------------------~--------------------~----------------------------------------~, ... ~--------------------------~rr--------~ LANDSCAPE PLANTING PLAN \
LANDSCAPE PLANT MATERIAL LEGEND
SYMBOL
o
BOTANNICAL/COMMON NAMES
TREES:
BEfULA JACQUEMONTII /
JACQUEMONTII BIRCH
EXISTNG TREE
SHRUBS;
ABEllA X GRANDIFLORA 'EDWARD GOUCHER': /
EDWARD GOUCHER'S GLOSSY ABEllA
PRUNUS LAUROCERASUS 'SCHIPKAENSIS' /
SCHIPKA LAUREL
MULCH AREA
SIZE
CONDITION
1.5" CAL.
15"-18" HT.
24" HT.
SPACING
20' O.C.
3' O.C.
5' O.C.
QUANTITY
11
3
2B
.17
REMARKS
STAKE & GUY ONE GROWING SEASON; NURSERY
GROWN; BRANCHED AT 6'; TREE LOCATIONS ARE
APPROXIMATE. FINAL LOCATIONS TO BE
DEfERMINED BY BUILDER.
TO REMAIN, SAVE, AND PROTECT. THE BUILDER
MAY ELECT TO REMOVE ANY OF THE EXISTING
TREES AND REPLACE THEM WITH TREES SIMILAR
TO THOSE PROPOSED, FOR A MINIMUM TOTAL TREE
COUNT OF 12 TREES.
MATCHED HEIGHT
3" LAYER
,
OF
CAMIE NG PROPERTY
A PORTION OF THE NW 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E. W.M.
1" = 20'
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STATE OF WASHING~O REGIST
LANDSCA~ R ITEeT
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'RTHU M. SEIDEL
CERllFiCA TE NO. 706
(VAUD ONLY WITH SIGNAWRE)
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LANDSCAPE PLANTING NOTES AND MATERIALS
SCOPE OF WORK
FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH
THE TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT
MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN-UP, DEBRIS REMOVAL, AND 90-DAY
MAINTENANCE.
QUALIFICATIONS:
LANDSCAPE CONTRACTOR TO BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK.
CONTRACTOR TO BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING
JURISDICTION.
JOB CONDITIONS:
IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY
DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND
FINISHED GRADES ARE SUBJECT TO APPROVAL BY THE OWNER.
PROTECTION:
SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER
CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. AN IRRIGATION SYSTEM
IS TO BE INSTALLED. DO NOT PLANT UNTIL THE SYSTEM HAS BEEN TESTED AND APPROVED.
HANDLE PLANTS WITH CARE -DO NOT DAMAGE OR BREAK ROOT SYSTEM, BARK, OR
BRANCHES. REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT
IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL
COST.
GUARANTEE:
GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL
ACCEPTANCE OF THE JOB BY OWNER.
90-DAY MAINTENANCE:
CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID
TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 90 DAYS FOLLOWING COMPLETION
OF PROJECT (ACCEPTANCE) OF FACILITY BY OWNER. WORK TO INCLUDE MAINTENANCE AS
DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE.
MATERIALS:
PLANT MATERIALS:
PLANT MATERIALS TO BE GRADE NO.1, SIZED IN ACCORDANCE WITH (AAN) AMERICAN
STANDARDS FOR NURSERY STOCK (ANSI Z60.1-1996). PRUNE PLANTS RECEIVED FROM THE
NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "B & B" INDICATES
BALLED AND BURLAPPED; "CO NT." INDICATES CONTAINER; "BR" INDICATES BARE ROOT; "CAL"
INDICATES CALIPER AT 6" ABOVE SOIL LINE; "GAL" INDICATES GALLON.
A) SPECIFIED PLANT CANOPY SIZE OR CALIPER IS THE MINIMUM ACCEPTABLE CONTAINER
OR BALL SIZE ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED.
B) QUALITY:
PLANT MATERIAL TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE
INSPECTION, PLANTS TO BE FULLY LIVE, VIGOROUS, WELL FORMED, WITH WELL
DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS TO BE SOLID
AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY
AND DESICCATION. PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN
DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY,
HAVE MULTIPLE LEADERS OR ''Y'' CROTCHES LESS THAll 30 DEGREES IN TREES, OR
DO· NOT MEET SIZE OR ANSI STANDARDS WILL BE REJECTED. PLANT MATERIAL TO BE
FRdM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES/HYBRID. NURSERY
SOURCES TO BE THOSE LOCATED IN THE SAME REGION AS THE JOB SITE.
C) SUBSTITUTION:
NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTED
UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO QUALIFIED PLANT
BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED TO BE IN WRITING
FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND
NEAREST VARIETY, AS APPROVED, TO BE FURNISHED.
SOIL PREPARATION:
MAY BE SPECIFIC TO THE SITE, OR TO CERTAIN PORTIONS OF THE SITE, AS NOTED ON THE
PLAN. THE FOLLOWING: TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS
FOR ALL LANDSCAPE AREAS, UNLESS NOTED OTHERWISE ON THE PLANS. ,
SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS:
AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR TO OBTAIN
AGRONOMIC SOILS TESTS FOR PLANTING AREAS, LAWN AND SHRUB LANDSCAPE. A MINIMUM
OF ONE SAMPLE AND ONE PER EACH TWO ACRES OF LANDSCAPE AREA TO BE OBTAINED.
IF ON-SITE TOPSOIL HAS BEEN STOCKPILED, A TEST TO BE COMPLETED FOR IT, ALSO.
TESTS TO INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS
FOR SOIL AMENDMENT, FERTILIZER, CONDITIONERS, APPLICATION RATES, AND POST-
CONSTRUCTION MAINTENANCE PROGRAM. TESTS TO BE PERFORMED BY AN APPROVED SOIL
TESTING LABORATORY WHICH WILL BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR.
RECOMMENDATIONS OF THE SOILS REPORT AND REQUIREMENTS OF THE GEOTECHNICAL
ENGINEER TO TAKE PRECEDENCE OVER THE MINIMUMS NOTED, BELOW. PROVIDE CHANGE
ORDER FOR ADDITIONAL MATERIALS REQUIRED IN THE SOILS REPORT.
A) TOPSOIL
AS A MINIMUM SUPPLY TOPSOIL CONSISTING OF LOAM SOIL WITH 5 TO 7 PERCENT
ORGANIC MATTER. TOPSOIL TO BE AMENDED WITH SPECIFIC AMENDMENTS IN C)1.
AND C)2., BELOW, AND BE BLENDED TO SPECIFIED DEPTH IN E.), BELOW. LOAM TO
CORRESPOND TO FIELD METHOD OF DETERMINING SOIL TEXTURE CLASSES FOR LOAM
AND SILT LOAM, U.S. SOIL CONSERVATION SERVICE. PROVIDE LANDSCAPE ARCHITECT
THE TOPSOIL SUPPLIER AND SAMPLE OF TOPSOIL. CONTRACTOR IS RESPONSIBLE FOR
ANY NECESSARY WEED CONTROL RESULTING FROM CONTAMINATED OFF-SITE SOURCES.
B) NATIVE SURFACE SOIL INCLUDING STOCKPILED TOPSOIL
SURFACE SOIL ON-SITE MAY MEET TEXTURAL CLASSIFICATION AS NOTED IN A), ABOVE.
PROVIDE AMENDMENTS IN C) 1. AND C) 2., BELOW, AND EVENLY BLEND AMENDMENTS
TO SPECIFIED DEPTH.
C) AMENDMENT
1. ORGANIC COMPOST
TOPSOIL FOR PLANTING TO CONTAIN 15 TO 20 PERCENT ORGANIC MATERIAL BY
VOLUME. THE FOLLOWING IS FOR SOIL WITH ,3-4 % ORGANIC CONTENT.
PROVIDE THREE INCHES (TWO INCHES COMPACTED DEPTH) OF COMPOST PER
12 INCHES OF SPECIFIED TOPSOIL DEPTH. MUSHROOM COMPOST, SLUDGE/
COMPOST BLEND, AND/OR AGED FIR BARK MULCH WILL SATISFY ORGANIC
REQUIREMENTS. COMPOST TO BE FROM NON-FARM ANIMAL SOURCES, NOR FROM
SOURCES CONTAINING REDWOOD/CEDAR PRODUCTS.
2. FERTILIZER
COMPLETE FERTILIZER WITH TRACE ELEMENTS, 8 PERCENT SULFUR, AND A MINIMUM
OF 50 PERCENT SLOW RELEASE NITROGEN. FERTILIZER TO BE "AGRO-DELUXE
NURSERY" 10,..15-20 AT 50 POUNDS PER 10 YARDS OF ORGANIC COMPOST, OR
COMPARABLE NITROGEN EQUIVALENT.
LANDSCAPE PLANTING NOTES AND DETAILS
OF
CAMIE NG PROPERTY
A PORTION OF THE NW 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E. W.M.
RENTON, WASHINGTON
D) PLANTING BACKFILL
ON-SITE TOPSOIL (EXCAVATED PIT SPOILS) AS FIELD PREPARED FOR PLANTING/LAWN.
E) TOPSOIL PREPARATION
AS A MINIMUM, ALL LANDSCAPE AREAS TO HAVE 12 INCHES MINIMUM OF TOPSOIL PER
A) AND/OR B), ABOVE. CONTRACTOR TO ADJUST GRADES AND SUPPLY TOPSOIL AS
NECESSARY TO ASSURE THE MINIMUM DEPTH. CONTRACTOR TO FORM BERMS TO
THE HEIGHT AND EXTENT NOTED HERE, AND SHOWN ON THE PLANS. AMENDMENTS TO
BE EVENLY BLENDED THROUGHOUT THE TOP 6-INCHES. TOPSOIL TO BE WORKED
INTO SUB-BASE/SUBSOIL FOR ROUGH TRANSITION. SOIL DEPTH SPECIFIED IS FINISHED,
COMPACTED DEPTH.
PARKING PLANTER ISLANDS TO BE OVER EXCAVATED BY BACKHOE. REMOVE PAVING
WASTE, GRAVEL BASE AND UNDERLYING SUBSOIL TO 18" BELOW TOP OF PAVING.
SCARIFY AND OVER EXCAVATE PIT BOTTOM 12" TO MINIMIZE STRUCTURAL COMPACTION.
BARK MULCH (TOPDRESSING):
ONE-HALF-INCH (1/2") SIZE, TO ONE-INCH (1 "), I.E., "MEDIUM," HEMLOCK/FIR BARK. FINE
MULCH, I.E., "STEERCO" TEXTURE AND CEDAR ARE NOT ACCEPTABLE.
STAKES:
2-INCH DIAMETER BY 8-FOOT MINIMUM LODGEPOLE PINE.
GUY MATERIAL:
1-INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8" DIAMETER RUBBER. NO WIRE.
HERBICIDE:
HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION.
ANTI-DESICCANT:
"WILT -PROOF," 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER.
THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO SITE
TO BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION.
EXECUTION:
FINISH GRADES:
FINE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER TWO INCHES (2") DIAMETER
FROM TOP THREE INCHES (3") OF PREPARED PLANTING BED. ALL FINISH GRADES TO BE
SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETAILED. SITE
CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS.
TREES:
ARRANGE TREES ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND
STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES AND SUPPORTS TO STAND
VERTICAL. TREES TO BE PLACED AS SHOWN ON THE PLANTING PLAN, LOCATED AS DETAILED
AND AS CALLED OUT ON PLANT LIST. BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING
WATER ONLY. NO MECHANICAL COMPACTION.
SHRUBS:
INSTALL SHRUBS AS SPECIFIED FOR TREES.
MULCH:
MULCH ALL LANDSCAPE AREAS. APPLY SUFFICIENT QUANTITY TO
FOUR INCHES (4") DEPTH.
UTILITY CLEARANCES:
, .--~"---~<.-...-.-~. -",<>'" •... ,
PROVIDE THREE INCHES (3") TO
FIELD ADJUST PLANT LOCATIONS FOR 8-FOOT SEPARATION OF TREES/SHRUBS AND 2-FOOT
SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS.
PLANTING MAINTENANCE:
CONTRACTOR TO MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE
OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE TO INCLUDE WATERING, WEEDING,
CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS, RESETTING PLANTS TO PROPER GRADES
OR POSITION, AND RE-ESTABLISHING SETTLED GRADES. HERBICIDE IS NOT RECOMMENDED FOR
ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. INCLUDED IS REPLACEMENT OF DEAD PLANTS AND
PLANTS SHOWING LOSS OF 40 PERCENT OR MORE OF CANOPY.
,
3" MULCH LAYER
(COMPACTED DEPTH)
~-1" MAX. TOP OF CURB
TO TOP OF MULCH
CURB
MULCH AT CURB DETAIL
NOT TO SCALE
HOLD PLANTS FROM--,
EDGE OF PLANTER Q
AS NOTED ON PLANT LIST'· f--'-"
a W· .
BED LINE EDGE ----..,
CURB/WALK~---
HOLD PLANTS FROM
_ ~EDGE OF PLANTER
. / AS NOTED ON PLANT LIST
NOTE:
THIS SPACING APPLIES TO
GROUNOCOVER AND FORMAL
SHRUB ROW PLACEMENT.
PLANT MATERIAL SPACING DETAIL. ~~~~~~~~~~~~~--~--~----~
NOT TO SCALE
PRUNE DAMAGED TWIGS AFTER PLANTING------------,
PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED --~
NOTE:
KEEP ROOTBALL MOIST AND PROTECTEO AT ALL TIMES.
HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH GRAOE.
PROTECT TRUNK AND LIMBS FROM INJURY.
BACKFILL TO BE SEfTLED USING WATER ONLY -
NO MECHANICAL COMPACTION.
REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS OF MATERIAL.
(2) LODGEPOLE STAKES, PLUMB WITH ELASTIC CHAIN-LOCK --,
TYPE OR RUBBER GUYS TIED IN FIGURE EIGHT; REMOVE AFTER
ONE GROWING SEASON
PROTECTIVE WRAPPING DURING SHIPMENT TO SITE & INSTALLATION --_____ U-~~=tf-I
REMOVE AT COMPLETION OF PLANTING
HOLD MULCH BACK FROM TRUNK 8"-10" --------~
FINISH GRADE ,~
PREPARE PLANTING BED PER SPEC'S; AT MIN., LOOSEN AND MIX' --';~~~~~~E~
SOIL TO 18" OR DEPTH OF ROOTBALL AND 4 TIMES BALL DIA. .-
REMOVE ALL WRAP TIES AND CONTAINERS
SCORE ROOTBALL AND WORK NURSERY SOIL
AWAY FROM PERIMETER ROOTS
SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL
PENETRATION TO SUBBASE (+) 24"---------------'
TREE PLANTING/STAKING DETAIL
NOT TO SCALE
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STATE OF
WASHINGTON
REGISTERED
LANDSCAPE ARCHITECT
ARTHUR M. SEIDEL
CERTlFlCA TE NO. 706
(VAUD ONLY'MTH SIGNATURE)
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LANDSCAPE PLANT MATERIAL LEGEND
SYMBOL
o
BOTANNICAL/COMMON NAMES
TREES:
ZELKOVA SERRATA /
JAPANESE ZELKOVA
SHRUBS:
f0 ABELlA X GRANDIFLORA 'EDWARD GOUCHER' /
\V EDWARD GOUCHER'S GLOSSY ABEllA
Pf{UNUS LAUROCERASUS 'SCHIPKAENSIS' /
SCHIPKA LAUREL
MULCH AREA
SIZE
CONDITION
1.5" CAL.
15"-18" HT.
24" HT.
SPACING
20' O.C.
3' O.C.
5' D.C.
QUANTITY
12
33
16
REMARKS
STAKE & GUY ONE GROWING SEASON; NURSERY
GROWN FOR STREET TREE USE, BRANCHED AT 6'
MATCHED HEIGHT
3" LAYER
PRELIMINARY LANDSCAPE PLANTING PLAN
OF
CAMIE NG PROPERTY
A PORTION OF THE NW 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E. W.M.
~
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ARTHUR • SEIDEL
CERTIFICATE NO. 706
(VAUD ONLY 'MTH SIGNA nJRE)
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LANDSCAPE PLANTING NOTES AND MATERIALS
SCOPE OF WORK
FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH
THE TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT
MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN-UP, DEBRIS REMOVAL, AND 90-DAY
MAINTENANCE.
QUALIFICATIONS:
LANDSCAPE CONTRACTOR TO BE SKillED AND KNOWLEDGEABLE IN THE FIELD OF WORK.
CONTRACTOR TO BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING
JURISDICTION.
JOB CONDITIONS:
IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY
DISCREPANCIES TO THE OWNER OR THE OWI~ER'S REPRESENTATIVES. All PLANT MATERIAL AND
FINISHED GRADES ARE SUBJECT TO APPROVAL BY THE OWNER.
PROTECTION:
SAVE AND PROTECT ALL EXISTING PLANTING~; SHOWN TO REMAIN, DO NOT PLANT UNTil OTHER
CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. AN IRRIGATION SYSTEM
IS TO BE INSTALLED. DO NOT PLANT UNTIl. THE SYSTEM. HAS BEEN TESTED AND APPROVED.
HANDLE PLANTS WITH CARE -DO NOT DAMAGE OR BREAK ROOT SYSTEM, BARK, OR
BRANCHES. REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT
IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL
COST.
GUARANTEE;
GUARANTEE ALL PLANT MATERIAL FOR A PEF110D OF ONE YEAR FROM DATE OF FINAL
ACCEPTANCE OF THE JOB BY OWNER.
gO-DAY MAINTENANCE:
CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID
TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 90 DAYS FOllOWING COMPLETION
OF PROJECT (ACCEPTANCE) OF FACILITY BY OWNER. WORK TO INCLUDE MAINTENANCE AS
DESCRIBED BELOW. IN PLANTING AND IRRIGATION MAINTENANCE.
MATERIALS:
PLANT MATERIALS:
PLANT MATERIALS TO BE GRADE NO.1. sizm IN ACCORDANCE WITH (AAN) AMERICAN
STANDARDS FOR NURSERY STOCK (ANSI Z60.1-1996). PRUNE PLANTS RECEIVED FROM THE
NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "B & B" INDICATES
BAllED AND BURLAPPED; "CONT." INDICATES CONTAINER; "BR" INDICATES BARE ROOT; "CAL"
INDICATES CALIPER AT 6" ABOVE SOil LINE; "GAL" INDICATES GAllON.
A) SPECIFIED PLANT CANOPY SIZE OR CP,lIPER IS THE MINIMUM ACCEPTABLE CONTAINER
OR BALL SIZE ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED.
B) QUALITY:
PLANT MATERIAL TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE
INSPECTION. PLANTS TO BE FULLY LIVE, VIGOROUS, WELL FORMED, WITH WELL
DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BAllS OF PLANTS TO BE SOLI D
AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY
AND DESICCATION. PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN
DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES. OR ROOTS; LACK SYMMETRY,
Hf>,VE. MUlTIPlCLEADlORS""Q[1.'Y" .CROTCHES LESS THAN 30 DEGREES IN TREES, OR
DO NOT MEET SIZE OR ANSI STANDAF1DS WILL BE REJECTED. PLANT MATERIAL TO BE
FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES/HYBRID" NURSERY
SOURCES TO BE THOSE lOCATED IN THE SAME REGION AS THE JOB SITE.
C) SUBSTITUTION;
NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY. Will BE PERMITTED
UNLESS WRITIEN EVIDENCE IS SUBMITIED TO THE OWNER FROM TWO QUALIFIED PLANT
BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED TO BE IN WRITING
FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND
NEAREST VARIETY, AS APPROVED, TO BE FURNISHED.
SOIL PREPARATION:
MAY BE SPECIFIC TO THE SITE, OR TO CERTAIN PORTIONS OF THE SITE, AS NOTED ON THE
PLAN" THE FOLLOWING: TOPSOIL, AMENDMENT, AND BACKFill, ARE GENERAL REQUIREMENTS
FOR ALL LANDSCAPE AREAS, UNLESS NOTED OTHERWISE ON THE PLANS.
SOil FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS:
AFTER ROUGH GRADING AND PRIOR TO SOil PREPARATION, CONTRACTOR TO OBTAIN
AGRONOMIC SOilS TESTS FOR PLANTING AREAS, LAWN AND SHRUB LANDSCAPE. A MINIMUM
OF ONE SAMPLE AND ONE PER EACH TWO ACRES OF LANDSCAPE AREA TO BE OBTAINED.
IF ON-SITE TOPSOIL HAS BEEN STOCKPilED, A TEST TO BE COMPLETED FOR IT. ALSO.
TESTS TO INCLUDE FERTILITY AND SUITABILliY ANALYSIS WITH WRITTEN RECOMMENDATIONS
FOR SOil AMENDMENT. FERTILIZER, CONDITIONERS, APPLICATION RATES, AND POST-
CONSTRUCTION MAINTENANCE PROGRAM. TESTS TO BE PERFORMED BY AN APPROVED SOil
TESTING LABORATORY WHICH Will BE CONTF1ACTED WITH AND PAID FOR BY THE CONTRACTOR.
RECOMMENDATIONS OF THE SOilS REPORT tiND REQUIREMENTS OF THE GEOTECHNICAL
ENGINEER TO TAKE PRECEDENCE OVER THE MINIMUMS NOTED, BELOW. PROVIDE CHANGE
ORDER FOR ADDITIONAL MATERIALS REQUIRED IN THE SOilS REPORT.
A) TOPSOil
AS A MINIMUM SUPPLY TOPSOil CONSISTING OF lOAM SOIL WITH 5 TO 7 PERCENT
ORGANIC MATTER, TOPSOil TO BE AMENDED WITH SPECIFIC AMENDMENTS IN C)1.
AND C)2., BELOW, AND BE BLENDED TO SPECIFIED DEPTH IN E.). BELOW. lOAM TO
CORRESPOND TO FIELD METHOD OF DETERMINING SOil TEXTURE CLASSES FOR lOAM
AND SilT lOAM, U"S. SOil CONSERVATION SERVICE. PROVIDE LANDSCAPE ARCHITECT
THE TOPSOil SUPPLIER AND SAMPLE OF TOPSOil. CONTRACTOR IS RESPONSIBLE FOR
ANY NECESSARY WEED CONTROL RESULTING FROM CONTAMINATED OFF-SITE SOURCES.
8) NATIVE SURFACE SOil INCLUDING STOCKPilED TOPSOIL
SURFACE SOil ON-SITE MAY MEET TEXTURAL CLASSIFICATION AS NOTED IN A), ABOVE.
PROVIDE AMENDMENTS IN C) 1. AND C) 2., BELOW, AND EVENLY BLEND AMENDMENTS
TO SPECIFIED DEPTH.
C) AMENDMENT
1. ORGANIC COMPOST
TOPSOil FOR PLANTING TO CONTAIN 15 TO 20 PERCENT ORGANIC MATERIAL BY
VOLUME. THE FOllOWING IS FOR SOIL WITH 3-4 % ORGANIC CONTENT.
PROVIDE THREE INCHES (TWO INCHES COMPACTED DEPTH) OF COMPOST PER
12 INCHES OF SPECIFIED TOPSOil DEPTH. MUSHROOM COMPOST. SLUDGE/
COMPOST BLEND, AND/OR AGED FIR BARK MULCH Will SATISFY ORGANIC
REQUIREMENTS. COMPOST TO BE FROM NON-FARM ANIMAL SOURCES, NOR FROM
SOURCES CONTAINING REDWOOD/CEDAR PRODUCTS"
2. FERTILIZER
COMPLETE FERTILIZER WITH TRACE ELEMENTS, 8 PERCENT SULFUR, AND A MINIMUM
OF 50 PERCENT SLOW RELEASE NITROGEN. FERTILIZER TO BE "AGRO-DElUXE
NURSERY" 1 0-15-20 AT 50 POU~IDS PER 10 YARDS OF ORGANIC COMPOST, OR
COMPARABLE NITROGEN EQUIVALENT,
PRELIMINARY LANDSCAPE PLANTING NOTES AND DETAILS
OF
CAMIE NG PROPERTY
A PORTION OF THE NW 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E. W.M.
RENTON, WASHINGTON
D) PLANTING BACKFill
ON-SITE TOPSOil (EXCAVATED PIT SPOILS) AS FIELD PREPARED FOR PLANTING/LAWN.
E) TOPSOil PREPARATION
AS A MINIMUM, ALL LANDSCAPE AREAS TO HAVE 12 INCHES MINIMUM OF TOPSOil PER
A) AND/OR B), ABOVE. CONTRACTOR TO ADJUST GRADES AND SUPPLY TOPSOil AS
NECESSARY TO ASSURE THE MINIMUM DEPTH. CONTRACTOR TO FORM BERMS TO
THE HEIGHT AND EXTENT NOTED HERE, AND SHOWN ON THE PLANS. AMENDMENTS TO
BE EVENLY BLENDED THROUGHOUT THE TOP 6-INCHES. TOPSOil TO BE WORKED
INTO SUB-BASE/SUBSOil FOR ROUGH TRANSITION, SOil DEPTH SPECIFIED IS FINISHED,
COMPACTED DEPTH.
PARKING PLANTER ISLANDS TO BE OVER EXCAVATED BY BACKHOE. REMOVE PAVING
WASTE, GRAVEL BASE AND UNDERLYING SUBSOil TO 18" BELOW TOP OF PAVING.
SCARIFY AND OVER EXCAVATE PIT BOTTOM 12" TO MINIMIZE STRUCTURAL COMPACTION.
13ARK MULCH (TOPDRESSING);
ONE-HALF-INCH (1/2") SIZE, TO ONE-INCH (1 "), I.E., "MEDIUM," HEMLOCK/FIR BARK. FINE
MULCH, I.E., "STEERCO" TEXTURE AND CEDAR ARE NOT ACCEPTABLE.
STAKES:
'Z-INCH DIAMETER BY 8-FOOT MINIMUM LODGEPOLE PINE.
GUY MATERIAL:
I-INCH WIDE POLYETHYLENE CHAIN lOCK TYPE TIES; OR, 3/8" DIAMETER RUBBER. NO WIRE.
HERBICIDE:
HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION.
ANTI-DESICCANT:
''WllT -PROOF." 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER.
THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO SITE
TO BE KEPT CONTINUALLY MOIST "THROUGH INSTALLATION.
EXECUTION;
FINISH GRADES;
FINE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER TWO INCHES (2") DIAMETER
FROM TOP THREE INCHES (3") OF PREPARED PLANTING BED. All FINISH GRADES TO BE
SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETAilED. SITE
CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS.
TREES:
ARRANGE TREES ON SITE IN PROPOSED lOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND
STAKE OR GUY, AS CAllED OUT AND DETAilED. All TREES AND SUPPORTS TO STAND
VERTICAL. TREES TO BE PLACED AS SHOWN ON THE PLANTING PLAN, lOCATED AS DETAilED
AND AS CALLED OUT ON PLANT LIST. BACKFill SHAll BE PIT SPOilS. SETTLE BACKFill USING
WATER ONLY. NO MECHANICAL COMPACTION.
SHRUBS;
INSTAll SHRUBS AS SPECIFIED FOR TREES.
MULCH;
MULCH All LANDSCAPE AREAS. APPLY SUFFICIENT QUANTITY TO PROVIDE THREE INCHES (3") TO
FOUR INCHES (4") DEPTH.
UTILITY CLEARANCES:
I'IELD ADJUST PLANT lOCATIONS FOR 8-FOOT SEPARATION OF TREES/SHRUBS AND 2-FOOT
SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS.
I'LANTING MAINTENANCE:
CONTRACTOR TO MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTil ACCEPTANCE
OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE TO INCLUDE WATERING, WEEDING,
CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS. RESETTING PLANTS TO PROPER GRADES
OR POSITION. AND RE-ESTABLISHING SETTLED GRADES. HERBICIDE IS NOT RECOMMENDED FOR
ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. INCLUDED IS REPLACEMENT OF DEAD PLANTS AND
I'LANTS SHOWING lOSS OF 40 PERCENT OR MORE OF CANOPY.
3" MULCH LAYER
(COMPACTED DEPTH)
,r--1" MAX. TOP OF CURB
TO TOP OF MULCH
,
~"T-G'l~.-.---,--:,,-,"\--,"' CURB
~m"r
=1
MULCH AT CURB DETAIL
NOT TO SCALE
HOLD PLANTS FROM--,
EDGE OF PLANTER
AS NOTED ON PLANT LIST·· I-"",-J
a w
. ~. SPACING AS CAllED OUT
ON PLAN/PLANT LIST
)
BED LINE EDGE --__...
CURB/WAlK--~
HOLD PLANTS FROM
_ _ / EDGE OF PLANTER
/ AS NOTED ON PLANT LIST
PLANT MATERIAL SPACING DETAIL
NOTE;
THIS SPACING APPLIES TO
GROUNDCOVER AND FORMAL
SHRUB ROW' PLACEMENT.
PRUNE DAMAGED TWIGS AFTER PLANTING-------------,
PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED ---,
NOTE:
KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES
HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISHED GRADE
PROTECT TRUNK AND LIMBS FROM INJURY
BACKFILL TO BE SETTLED USING WATER ONLY -
NO MECHANICAL COMPACTION
REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS OF MATERIAL.
(2) LODGEPOLE STAKES, PLUMB WITH ELASTIC CHAIN-LOCK --',
TYPE OR RUBBER GUYS TIED IN FIGURE EIGHT; REMOVE AFTER
ONE GROWING SEASON
PROTECTIVE WRAPPING DURING SHIPMENT TO SITE & INSTALLATION --~ ~-~=H-l
REMOVE AT COMPLETION OF PLANTING
HOLD MULCH BACK FROM TRUNK 8"-10" -------------.
FINISH GRADE ..,
PREPARE PLANTING BED PER SPEC'S; AT MIN., LOOSEN AND MIX-~'lz·~ •• :··~~~~E~:
SOIL TO 18" OR DEPTH OF ROOTBALL AND 4 TIMES BALL DIA "
REMOVE ALL WRAP. TIES. AND CONTAINERS -----------'
SCORE ROOTBALL AND WORK NURSERY SOIL
AWAY FROM PERIMETER ROOTS
SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL
PENETRATION TO SUBBASE (+) 24·-------------~
DECIDUOUS TREE PLANTING/STAKING DETAIL
NOT TO SCALE
o -z
ARTHUR M. SEIDEL
CERTIFICATE NO. 706
(VALID ONLY WITH SIGNATURE)
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DENSITY CALCULATIONS
1. GROSS AREA OF PROPERn:
2. DEDUCTIONS:
PUBLIC STREETS -
TOTAL -
3. SUBTRACT LINE 2 FROM LINE 1:
4. DIVIDE LINE 3 BY 43,560:
5. NUMBER OF DWELLING UNITS/LOTS PROPOSED:
6. DIVIDE LINE 5 BY LINE 4:
LEGAL DESCRIPTION
42,000 S.F.
3,909 S.F.
3,909 S.F.
38,091 S.F.
0.87
6 LOTS
6.90 DU/AC
THAT PORTION OF THE NORTH HALF OF THE SOUTH HALF OF THE SOUTHWEST QUARTER
OF THE NORTHWEST QUARTER AND OF THE NORTH HALF OF THE SOUTH HALF OF THE
SOUTH HALF OF THE SOUTHWEST QUARTER OF TH E NORTHWEST QUARTER OF SECTION
4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., AS DESCRIBED AS FOLLOWS:
BEGINNING AT THE WEST QUARTER CORNER OF SAID SECTION 4;
THENCE NORTH 0'31 '05" EAST 609.36 FEET;
THENCE SOUTH 88'18'09" EAST 1010.70 FEET;
THENCE SOUTH 0'39'36" WEST 238.08 FEET TO THE TRUE POINT OF BEGINNING;
THENCE SOUTH 0'39'36" WEST 218.09 FEET;
THENCE SOUTH 08'19'03" EAST 280.23 FEET;
THENCE NORTH 0'33'38" EAST 217.89 FEET;
THENCE NORTH 88'18'36" WEST 281.09 FEET TO THE TRUE POINT OF BEGINNING:
EXCEPT THAT PORTION THEREOF CONVEYED BY DEEDS RECORDED UNDER RECORDING
NO. 4897237 AND 5333619;
AND EXCEPT THAT PORTION THEREOF CONVEYED TO THE cln OF RENTON BY DEED
RECORDED UNDER RECORDING NO. 5359639
SITUATE IN THE COUNn OF KING, STATE OF WASHINGTON
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PRELIMINARY SHORT PLAT
Of
CAMIE NG PROPERTY
A PORTION Of THE NW 1/4 Of SECTION 4, TOWNSHIP 23 N., RANGE 5 E. W.M.
RENTON, WASHINGTON
--------------I
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VICINITY MAP L-
N.T.S.
SITE DATA
1. SITE ADDRESSES: HARRINGTON PLACE NE & NE 21ST STREET
2. ASSESSORS PARCEL NUMBER: 042305-9210, 042305-9134
3. GROSS SITE AREA: 42,000 SF (0.96 AC.)
4. MUNICIPALln: cln OF RENTON
5. EXISTING USE: ONE SINGLE FAMILY RESIDENCE, ONE VACANT LOT
6. PROPOSED USE: SINGLE -FAMILY RESIDENTIAL LOTS
7. ZONING: R-8
8. COMPREHENSIVE PLAN DESIGNATION: RESIDENTIAL SINGLE FAMILY
9. REQUIRED / PROPOSED MINIMUM LOT WIDTH: 50' / 54'
10. REQUIRED / PROPOSED MINIMUM LOT AREA: 5,000 SF / 5,114 SF
11. AVERAGE LOT AREA: 5,971 S.F.
12. ALLOWED GROSS PROJECT DENSln: 8 DU/AC
13. BUILDING SETBACKS:
FRONT (STREET): 20 FEET
SIDE: 5 FEET
BACK: 20 FEET
14. BUILDING HEIGHT MAXIMUM: 30 FEET
15. MAXIMUM AMOUNT OF BUILDING SURFACE: 50 PERCENT
UTILITIES/SERVICES:
WATER:
SEWER:
cln OF RENTON
1055 ·S. GRADY WAY
RENTON, WA-98057
(425) 430-6400
cln OF RENTON
1055 S .. GRADY WAY ".",.,<'., .. ".,. ">'RENtoN,'WA'098057'»"~"" '''.
(425) 430-6400
POWER/GAS: PUGET SOUND ENERGY
10885 N.E. 4TH STREET
BELLEVUE, WA 98009
(800) 225-5773
PHONE: QWEST
23315 66TH AVENUE SOUTH
KENT, WA 98032
(253) 856-4300
FIRE: RENTON FIRE DEPARTMENT
1055 S. GRADY WAY
RENTON, WA 98055
(425) 204-2300
SCHOOL: RENTON #403
300 S.W. 7TH STREET
RENTON, WA 98055
(425) 204-2300
OWNER/DEVELOPER
CAMIE NG
1530 33RD AVENUE SOUTH
SEATTLE, WA 98144
(206) 322-3022
ENGINEER/PLANNER
BARGHAUSEN CONSULTING ENGINEERS, INC.
18215 -72nd AVE, SOUTH
KENT, WA 98032
(425) 251-6222
FAX (425) 251-8782
CONTACT: RAYMOND VAN DER ROEST / ALEXIA DORSCH
LOT AREA TABLE
LOT # AREA (S.F.) LOT #
1 5,167 4
2 5,114 5
3 5,600 6
TOTAL LOT AREA J5,B2B SF
AVERAGE LOT AREA 5.971 SF
TRACT TABLE
JUN 1 12001
AREA (S.F.)
9,216
5,130
5,601
0.82 AC,
TRACT USE AREA (S.F.)
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CIT}'O ..-/ FI ECERE~rON ~----.-----;1 8 A 3D' ROW DEDICATION 3,909
JUN' 'VED ~ I.() ~
11 2.OD7 ~ ~ ;;
UI<.DING ~ _] (; is 'DIViSiON .c C\I Ul N
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B 20' DRIVE ACCESS 2,259
TOTAL AREA 6.168 SF 0.14 AC. Is
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1" = 20'
o 10 20 30 ,-W"\;1'r:i ih :iiil ,
DENSITY CALCULATIONS
1. GROSS AREA OF PROPERTY:
2. DEDUCTIONS:
PUBLIC STREETS -
TOTAL -
3. SUBTRACT LINE 2 FROM LINE 1:
4. DIVIDE LINE 3 BY 43,560:
5. NUMBER OF DWELLING UNITS/LOTS PROPOSED:
6. DIVIDE LINE 5 BY LINE 4:
LEGAL DESCRIPTION
42,000 S.F.
3,909 S.F.
3,909 S.F.
38,091 S.F.
0.87
6 LOTS
6.90 DU/AC
THAT PORTION OF THE NORTH HALF OF THE SOUTH HALF OF THE SOUTHWEST QUARTER
OF THE NORTHWEST QUARTER AND OF THE NORTH HALF OF THE SOUTH HALF OF THE
SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION
4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., AS DESCRIBED AS FOLLOWS:
BEGINNING AT THE WEST QUARTER CORNER OF SAID SECTION 4;
THENCE NORTH 0'31'05" EAST 609.36 FEET;
THENCE SOUTH 88'18'09" EAST 1010.70 FEET;
THENCE SOUTH 0'39'36" WEST 238.08 FEET TO THE TRUE POINT OF BEGINNING;
THENCE SOUTH 0'39'36" WEST 218.09 FEET;
THENCE SOUTH 08'19'03" EAST 280.23 FEET;
THENCE NORTH 0'33'38" EAST 217.89 FEET;
THENCE NORTH 88·18'36" WEST 281.09 FEET TO THE TRUE POINT OF BEGINNING:
EXCEPT THAT PORTION THEREOF CONVEYED BY DEEDS RECORDED UNDER RECORDING
NO. 4897237 AND 5333619;
AND EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF RENTON BY DEED
RECORDED UNDER RECORDING NO. 5359639
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON
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PRELIMINARY SHORT PLAT
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CAMIE NG PROPERTY
A PORTION OF THE NW 1/4 OF SECTION 4, TOWNSHIP 23 N" RANGE 5 E. W,M,
RENTON, WASHINGTON
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SITE DATA
1. SITE ADDRESSES; HARRINGTON PLACE NE & NE 21ST STREET
2. ASSESSORS PARCEL NUMBER: 042305-9210, 042305-9134
3. GROSS SITE AREA: 42,000 SF (0.96 AC.)
4. MUNICIPALITY: CITY OF RENTON
5. EXISTING USE: ONE SINGLE FAMILY RESIDENCE, ONE VACANT LOT
6. PROPOSED USE: SINGLE-FAMILY RESIDENTIAL LOTS
7. ZONING: R-8
8. COMPREHENSIVE PLAN DESIGNATION: RESIDENTIAL SINGLE FAMILY
9. REOUIRED / PROPOSED MINIMUM LOT WIDTH: 50' / 54'
10. REQUIRED / PROPOSED MINIMUM LOT AREA: 5,000 SF / 5,114 SF
11. AVERAGE LOT AREA: 5,971 S.F.
12. ALLOWED GROSS PROJECT DENSITY: 8 DU/AC
13. BUILDING SETBACKS:
FRONT (STREET); 20 FEET
SIDE: 5 FEET
BACK: 20 FEET
14. BUILDING HEIGHT MAXIMUM: 30 FEET
15, MAXIMUM AMOUNT OF BUILDING SURFACE: 50 PERCENT
UTILITIES/SERVICES:
WATER: CITY OF RENTON
1055 S. GRADY WAY
RENTON, WA 98057
(425) 430-6400
POWER/GAS: PUGET SOUND ENERGY
10885 N.E. 4TH STREET
BELLEVUE, WA 98009
(800) 225-5773
PHONE: QWEST
23315 66TH AVENUE SOUTH
KENT, WA 98032
FIRE:
SCHOOL:
(253) 856-4300
RENTON FI RE DEPARTMENT
1055 S. GRADY WAY
RENTON, WA 98055
(425) 204-2300
RENTON #403
300 S. W. 7TH STREET
RENTON, WA 98055
(425) 204-2300
OWNER/DEVELOPER
CAMIE NG
1530 33RD AVENUE SOUTH
SEATILE, WA 98144
(206) 322-3022
ENGINEER/PLANNER
BARGHAUSEN CONSULTING ENGINEERS, INC.
18215 -nnd AVE. SOUTH
KENT, WA 98032
(425) 251-6222
FAX (425) 251-8782
CONTACT: RAYMOND VAN DER ROEST / ALEXIA DORSCH
LOT AREA TABLE
LOT # AREA (S.F.) LOT #
1 5,167 4
2 5,114 5
3 5,600 6
TOTAl LOT AREA 35,828 SF
AVERAGE LOT AREA 5,971 SF
JUNI 1 2007
AREA (S.F.)
9,216
5,130
5,601
0.82 AC.
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TOTAl AREA 6,168 SF
AREA (S.F.)
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18215 72ND AVENUE SOUTH
KENT, WA 98032
(425)251-6222
(425)251-8782 FAX
Drawn JAS Horizontal CAMIE NG PRELIMINARY TREE RETENTION PLAN
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CIVIL ENGINEERING, LAND PLANNING,
SURVEYING, ENVIRONMENTAL SERVICES
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Vertical
N/A
1530 33RD AVENUE SOUTH
SEATTLE, WA 98144
(206) 322-3022
File:P:\ 1 2000$\ 12653\preliminary\ 12653-ptr.dwg Date/Time:6/11/2007 12:08 P~, Scale:1" l' RVANDERROEST Xref:, z12653-b.dwg, z12653-pt.dwg, z12653-ps.dwg, RDRSTAMP.dwg
FOR
CAMIE NG PROPERTY
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PRELIMINARY TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN
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CAMIE NG PROPERTY
A PORTION OF THE NW 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E. W.M.
RENTON, WASHINGTON
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• FILTER FABRIC SILTFENCE
ROCK CONSTRUCTION ENTRANCE;
4"-6" RIP-RAP, 12" THICK
DRIVEWAY STABILIZATION;
6" COMPACTED GRAVEL
SAVE TREE(S) AND SURROUND WITH
NGPE FENCING.
FLAG CLEARING LIMITS
HYDROSEEDING, ADD MULCH DURING
WET -SEASON (OCT 1 -APR 30)
PLANT SOD IN 25 FT STRIP
FILTER FABRIC CATCH BASIN
PROTECTION
SURFACE WATER FLOW ARROW
CONSTRUCTION SEQUENCE
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ATIEND PRECONSTRUCTION MEETING WITH CITY OF RENTON (COR,) CONSTRUCTION INSPECTOR.
POST STANDARD CITY OF RENTON NOTICE OF LANDUSE ACTION SIGN WITH NAME AND PHONE
NUMBER OF EMERGENCY CONTACT PERSON.
FLAG CLEARING LIMITS AND INSTALL NGPE FENCING AROUND TREES TO BE SAVED.
INSTALL CATCH BASIN PROTECTION AS SHOWN.
INSTAL 100 FT RIP-RAP CONSTRUCTION ENTRANCE, MAYBE SHORTENED PER COR. INSPECTOR'S
PERMISSION. ,\ /
INSTALL FILTER FABRIC SILT FENCES AS SHOWN. i0'"
DEMOLISH AND REMOVE EXISTING HOUSE, ASPHALT DRIVEWAY, CONCRETE PAD AND ··GARAGE.
PERFORM CLEARING, GRUBBING AND GRADING."
MAINTAIN AND RENEW SILT FENCING, AND CATCH BASIN PROTECTION AS NEEDED.
HYDROSEED ALL AREAS THAT ARE TO REMAIN UNWORKED FOR 7 DAYS DURING MAY -SEPT 30,
AND UNWORKED FOR 48 HOURS DURING OCT 1 -APRIL 30.
9. INSTALL SANITARY SEWER STUBS PER WATER AND SEWER PLAN,
10. INSTALL WATER SERVICES AND METERS,
11. GRADE AND STABILIZE DRIVEWAYS WITH 6" COMPACTED DEPTH CRUSHED ROCK.
12. REMOVE CONSTRUCTION ENTRANCE PER COR. INSPECTOR'S PERMISION.
13. PLACE SOD WITHIN A 25 FT STRIP ALONG THE DOWNSTREAM PROPERTY LINE FOR EACH LOT AS
SHOWN,
14. COMPLETE ALL PAVING, STABILIZE ALL DISTURBED AREAS, AND REMOVE TEMPORARY BMP'iS AS
APPROVED BY COR. INSPECTOR.
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A PORTION OF THE NW 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E. W.M.
RENTON, WASHINGTON
,---ROOF DOWNSPOUTS MUST DISCHARGE ONTO H BLOCKS, AND THE
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CAMIE NG PROPERTY
A PORTION OF THE NW 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E. W.M.
RENTON, WASHINGTON
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L-_________________________________________________________ -----------------------------------------------_____________________________________________________________________________________________ ~--------__________________________________________________________________________________________ JL ________ JL _____ --il~
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May Creek Park
KING COUNTY PARKS DEPT,
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RebeGca .Sargent
Rebecca. Sargent
ATLAS OF SEATTLE
COPYRIGHTED & PUBLISHED BY
KROLL MAP COMPANY, INC .• SEATTLE
SCALE: 1 INCH 0 200 FEET
~
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48
3.60 Ac.
T.'-17
1.94Ac.
T.l. (30
Lot 4
Acres
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PHASE 2 ,
r-------------------~:-------------__ _.
PLEASE NOTE, Kroll Alios Poges ore revl.ed oljlllo,' onco 0 yltor with regord 10 plota,
I!;ondomlnlum, ond corporolo limits. AddrU!lslnll on~ riruclurol Information III updated Ion
frequently. Thl$ mop Is copyrlghlod In bclh form: and ~nt.nl. Reproduction III whal! or
In pari or !nfllllf.r hrl'G <11111101 form Is protllbflllldiby I(lw,
CopyrlgM 2001, Kroll Mllp Compony, Inc. -$liu~tti •. Wosillnglcm. All r~hlll re,efVlld.
PHASE 3
TRACT A
S.P. 020·91
iii"'
enterprises
LEGEND
Gov't. Lot 3
35.66 Acres
TRACT B /
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County Tax lot No ® House Numbe(
Building CJ Private Road
Apptox Stories [.=iJ Short Plat S.P.178144
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APR 2 4 21)lJ?
368W RE TON
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Rebe~Ga .Sargent
Rebee~a . Sargent
ATLAS OF SEATTLE
COPYRIGHTED & PUBLISHED BY
KROLL MAP COMPANY, INC •• SEATTLE
SCALE: 1 INCH -200 FEET
I ••
48
3.80 Ac.
'T.l. 17
1.94Ac.
J:L. (30
(I)
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PHASE 2
PLEASE NOTE. KrolJ Alias PIlQos ON! reviled tit '.061 oneill 0 year with re9C1rcl to plats,
condominium,. ond corporate Ilmll •• Addre"lnli Qn~ structural Information Is updqt.d lalll
frequenlly. Till, mop I. copyrlghl.d In both farm,:ond !;Onlent. Reproduction In whol_ or
In port or Inm,rllr Inlo dlQltal form Is prohlblhlldjb:f IQ ...
Copyright 2001, Kroll Mop Compony. Inc. -SeoUi", W(lShlngion. All r[!ilhls rllSllrVlld.
Lot 3
Acres
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TRACT a /
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S.P. 020, 91
Enterprises
LEGEND
County Tax lot No 0 House Number
Building C:::J Private Road ----------
Approx Stories r=:a Short Plat S.P.178144
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CITY OF RENTON SHORT PLAT
LUA-07-043-SHPL
LND-20-0488
DEDICATION
KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNER(S) OF
INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARE THIS SHORT PLAT
TO BE THE GRAPHIC REPRESENTATION OF THE SHORT SUBDIVISION MADE HEREBY, AND
THAT SAID SHORT SUBDIVISION IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE
WITH THE DESIRE OF THE OWNER(S).
IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS.
THACH NGUYEN CAMIE NG
ACKNOWLEDGMENTS
STATE OF WASHINGTON ( SS
COUNTY OF KING 5
I CERTIFY THAT I KNOW OR· HAVE SATISFACTORY EVIDENCE THAT THACH NGUYEN
SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE HIS FREE AND VOLUNTARY
ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT.
DATED ___________ _
SIGNATURE OF
NOTARY PUBLIC
PRINTED NAME OF
NOTARY PUBLIC
TITLE ___________ _
MY APPOINTMENT EXPIRES _____ _
STATE OF WASHINGTON '( SS
COUNTY OF KING 5
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT CAMIE NG SIGNED
THIS DEDICATION AND ACKNOWLEDGED IT TO BE HIS FREE AND VOLUNTARY ACT FOR
THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT.
RECORDER'S CERTIFICATE
t')
1.0 FILED FOR RECORD THIS ....... DAY OF ..................... , 20 ... .. to
N
~
(J) o
AT ....... PM IN BOOK .......... OF ........ AT PAGE ......... AT
8 THE REQUEST OF JOANNE M. STACKHOUSE.
N
APPROVALS: KING COUNTY DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL./PAGE
CITY OF RENTON DEPARTMENT OF PLANNING/
BUILDING/PUBLIC WORKS EXAMINED AND APPROVED THIS ___ DAY OF ______ , 20 __ _
EXAMINED AND APPROVED THIS ___ DAY OF ________ , 20 __ _ PORTION OF
ASSESSOR SW1 /4 of NW1 /4, SECTION 4, T, 23 N., R. 5 E., W,M.
ADMINISTRATOR DEPUTY ASSESSOR
ACCOUNT NUMBERS 042305-9134-04 AND 042305-9210-01
ROAD DEDICATION:
THE SOUTH 30 FEET OF THIS SITE WAS DEDICATED TO THE CITY OF RENTON FOR PUBLIC RIGHT OF WAY FOR NE 21ST STREET BY DEED RECORDED
UNDER KING COUNTY RECORDING NUMBER 2008, ______ _
TRACT B MAINTENANCE AGREEMENT
TRACT B IS AN INGRESS, EGRESS AND UTILITIES TRACT. THE OWNERS OF LOTS 3 AND 4 SHALL HAVE AN EQUAL AND UNDIVIDED OWNERSHIP
INTEREST IN TRACT B, AND AN EQUAL AND UNDIVIDED RESPONSIBILTY FOR THE MAINTENANCE OF THE PRIVATE ACCESS ROADS, DRAINAGE PIPES,
AND STORM WATER QUALITY AND/OR DETENTION FACILITIES WITHIN TRACT B, PRIVATE SIGNAGE, AND OTHER INFRASTRUCTURE NOT OWNED BY
THE CITY OF RENTON OR OTHER UTILITY PROVIDERS. MAINTENANCE COSTS ~'HALL BE SHARED EQUALLY. THE CITY OF RENTON SHALL HAVE
THE RIGHT TO ENTER SAID EASEMENTS TO REPAIR ANY DEFICIENCIES OF THE DRAINAGE, FACILITIES. THESE REPAIRS SHALL BE AT THE OWNER'S
COST. PARKING ON THE PAVING IN TRACT B IS PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 28 FEET.
NEW PRIVATE EASEMENT FOR INGRESS, EGRESS & UTIUTIES MAINTENANCE AGREEMENT
NOTE: NEW PRIVATE EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS IS TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS SHORT
PLAT. THE OWNERS OF LOTS 3 AND 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.
EASEMENT PROVISION
A PRIVATE EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO THE CITY OF RENTON, PUGET SOUND ENERGY COMPANY, QWEST, COMCAST,
(OTHER PRIVATE UTILITIES), AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS UNDER AND UPON ALL PRIVATE STREETS, ALLEYWAYS OR
PRIVATE DRIVES (TRACT B) AND THE EXTERIOR TEN (10) FEET PARALLEL WrfH AND ADJOINING THE PUBLIC STREET FRONTAGE OF ALL LOTS
AND TRACTS. FURTHER EASEMENTS ARE RESERVED OVER PRIVATE LANDS FOR VAULTS, PEDESTALS AND RELATED FACILITIES ("VAULT
EASEMENTS") ADJACENT TO THE 10-FOOT WIDE UTILITY EASEMENT RESERVED IN THE PRECEDING SENTENCE AS FOLLOWS: THE VAULT
EASEMENT MAY OCCUPY UP TO AN ADDITIONAL ONE (1) FOOT IN WIDTH (FOR A TOTAL WIDTH OF 11 FEET) WITH THE LENGTH OF EACH VAULT
EASEMENT EXTENDING ONE (1) FOOT FROM EACH END OF THE ASBUILT VAULT(S). THE NUMBER AND LOCATION OF VAULT EASEMENTS WILL BE
"AS INSTALLED" DURING THE UTILITY'S INITIAL INSTALLATION OF FACILITIES. . THE EASEMENTS ARE RESERVED AND GRANTED IN ORDER TO
INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND PIPE, CONDUIT, CABLES, WIRES, VAULTS AND PEDESTALS WITH
NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERI>'NG THIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC,
TELEPHONE, GAS, TELECOMMUNICATIONS, DATA TRANSMISSION, STREET LIGHTS liND UTILITY SERVICE TOGETHER WITH THE RIGHT TO ENTER UPON
THE LOTS AND TRACTS AT ALL TIMES FOR THE PURPOSES HEREIN STATED.
THESE EASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE RESTOR[i'JAS NEAR AS POSSIBLE TO THEIR ORIGINAL CONDITION.
NO LINES OR WIRES FOR TRANSMISSION OF ELECTRIC CURRENT, OR FOR TELEPHONE, CABLE TELEVISION, TELECOMMUNICATIONS OR DATA
TRANSMISSION USES SHALL BE PLACED OR PERMITTED TO ~ITHIN IHIS EASEMENT UNLESS THE SAME SHALL BE UNDERGROUND.
NO PERMANENT STRUCTURE SHALL BE PLACED WITHIN-THE EASEMENTS WITHOU;' PERMISSION FROM EASEMENT BENEFICIARIES.
TITLE NOTE
A SHORT PLAT CERTIFICATE PREPARED BY OLD REPUBLIC TITLE, LTD. OF WASHINGTON, THEIR ORDER NO. 5207063880, DATED FEBRUARY 22,
2008 AT 8:00 A.M., AND ALL SUPPLEMENTALS THEREOF, WAS RELIED UPON FOR ALL RECORD ITEMS AFFECTING THIS SITE. ACCORDING TO SAID
CERTIFICATE, THE FOLLOWING ITEMS AFFECT THIS SITE:
A. ORDINANCE NO. 4824 REGARDING SANITARY SEWER SERVICE SPECIAL ASSESSMENT DISTRICT, AND THE TERMS AND CONDITIONS THEREOF,
RECORDED UNDER RECORDING NUMBER 20000104000291.
B. MEMORANDUM OF AGREEMENT WITH THE CITY OF RENTON RECORDED UNCER RECORDING NUMBER 20040818000201.
C. ORDINANCE NO. 5082, AND THE TERMS AND CONDITIONS THEREOF RECOf:DED UNDER RECORDING NUMBER 20040825000604.
D. AN EASEMENT TO PUGET SOUND ENERGY, INC. TO CONSTRUCT, OPERATE, MAINTAIN, REPAIR, REPLACE, IMPROVE & REMOVE UTILITY SYSTEMS,
RECORDED UNDER RECORDING NUMBER 20080219000824. (10 FEET IN WIDTH, AS CONSTRUCTED)
E. A RECORD OF SURVEY AND MATTERS RELATING THERETO, RECORDING NO. 9412059002.
DECLARATION OF COVENANT
THE OWNERS OF LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FOR THE BENEFITS TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON
COVENANT AND AGREE TO CONVEY THE BENEFICIARY INTEREST IN THE NEW EASEMEN:S SHOWN IN THIS SHORT PLAT TO ANY AND ALL FUTURE PURCHASERS
OF THE LOTS, OR OF ANY SUBDIVISIONS THEREOF. THIS COVENANT SHALL RUN Wlnl THE LAND AS SHOWN ON THIS SHORT PLAT.
AQUIFER PROTECTION NOTICE
THE LOTS CREATED HEREIN FALL WITHIN ZONE 2 OF RENTON'S AQUIFER PROTECTION AREA AND ARE SUBJECT TO THE REQUIREMENTS OF THE CITY OF
RENTON ORDINANCE NO. 4367 AND AS AMENDED BY ORDINANCE NO. 4740. THIS CITY'S SOLE SOURCE OF DRINKING WATER IS SUPPLIED FRQM A SHAlLLOW
AQUIFER UNDER THE CITY SURFACE. THERE IS NO NATURAL BARRIER BElWEEN THE WATER TABLE AND GROUND SURFACE. EXTREME CAR( SHOULD BE
EXERCISED WHEN HANDLING OF ANY LIQUID SUBSTANCE OTHER THAN WATER TO PROTECT FROM CONTACT WITH THE GROUND SURFACE. IT IS THEHQME-
OWNER'S RESPONSIBILITY TO PROTECT THE CITY'S DRINKING WATER.
ACCESS RESTRICTION NOTE
THERE SHALL BE NO ACCESS TO OR FROM LOTS 4 AND 6 TO THE EAST OF THIS SITE. THERE SHALL BE NO ACCESS TO OR FROM JEFFERSON AVENUE NE
FROM LOTS 4 AND 6.
LAND SURVEYOR'S CERTIFICATE
THIS SHORT PLAT CORRECTLY REPRESENTS A SURVEY MADE BY ME
OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENT~~;
OF THE APPROPRIATE STATE AND COUNTY STATUTE AND ORDINANCE
IN MARCH, 2007.
~GHA(J~~ 18215 J2ND AVENUE SOUTH
,. -,~~ KENT, WA 98032
IIJ ~ (425)25f-6222
<0> ¢> (425)251 '",8782 FAX
o 0 ~ ~ CIVIL ENGINE~RING, LAND PLANNING,
LEGAL DESCRIPTION
THAT PORTION OF THE NORTH HALF OF THE SOUTH HALF OF THE SOUTHWEST QUARTER
OF THE NORTHWEST QUARTER AND OF THE NORTH HALF OF THE SOUTH HALF OF THE
SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION
4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., AS DESCRIBED AS FOLLOWS:
BEGINNING AT THE WEST QUARTER CORNER OF SAID SECTION 4;
THENCE NORTH 0'31 '05" EAST 609.36 FEET;
THENCE SOUTH 88'18'09" EAST 1010.70 FEET;
THENCE SOUTH 0'39'36" WEST 238.09 FEET TO THE TRUE POINT OF BEGINNING;
THENCE SOUTH 0'39'36" WEST 218.09 FEET;
THENCE SOUTH 88'19'03" EAST 280.23 FEET;
THENCE NORTH 0'33'38" EAST 217.89 FEET;
THENCE NORTH 88'18'36" WEST 281.09 FEET TO THE TRUE POINT OF BEGINNING:
EXCEPT THAT PORTION THEREOF CONVEYED BY DEEDS RECORDED UNDER RECORDING
NO. 4897237 AND 5333619;
AND EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF RENTON BY DEED
RECORDED UNDER RECORDING NO. 5359639
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON
SURVEY INFORMATION
PROCEDURE / NARRATIVE
A FIELD TRAVERSE USING A "LEICA TCR 703" TOTAL STATION, AND iDS RANGER" DATA COLLECTOR
SUPPLEMENTED WITH FIELD NOTES WAS PERFORMED, ESTABUSHING THE ANGULAR, DISTANCE, AND
VERTICAL RELATIONSHIPS BETWEEN THE MONUMENTS, PROPERTY LINES, AND TOPOGRAPHIC FEATURES AS
SHOWN HEREON. A "UETZ B-2An AUTOMATIC LEVEL WAS USED TO CHECK AND ESTABLISH THE
ELEVATION OF BENCHMARKS AND CONTROL POINTS. THE RESULTING DATA MEETS OR EXCEEDS THE
STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332-130-090.
DATES OF SURVEYS
FIELD SURVEYS BY BARGHAUSEN CONSULTING ENGINEERS, INC. CONDUCTED JANUARY 2007. ALL
MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT TIME.
Hm~IZONlAl.. Be VERl1CAL DATUM _. BASiS OF BEARINGS
NAD 1983 (91) PER CITY OF RENTON AND NAVD 1988 PER CITY OF RENTON. COORDINATES AND
ELEVATIONS ARE GPS DERIVED, AND A NETWORK ANALYSIS INCLUDING CITY OF RENTON CONTROL
STATIONS 57, 369, 1668 AND OTHER MONUMENTATION WAS PERFORMED. WE HELD CONTROL STATION 57
FOR POSITION, THE LINE BETWEEN CONTROL STATION 57 TO CONTROL STATION 369 FOR ROTATION AND
CONTROL STATION 369 FOR ELEVATION.
SITE AREA
TOTAL LAND AREA = 42,000 SQUARE FEET (0.964 ACRES) OF LAND
AREA OF RIGHT-OF-WAY DEDICATION = 3,909 SQUARE FEET OF LAND
SITE ADDRESS
2132 HARRINGTON PLACE NE, SEATILE, WA 98056
r-~iE27rH~_y __ ~MAY CREEK , NE 27TH ST PARK
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Pf:.AN RE
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NO SCALE
NORTH
HIGHLANDS
PARK
MAR 06 2009 Vicinity Map
RECEIVED
MAR 0 6 2009
DWN. BY
NG SHORT PLAT
CAMIE NG
1530 33RD AVENUE SOUTH
SEATTLE, WASHINGTON 98144
DATE JOB NO.
JMS/KMM 4/18/2007 12653 IPG-();)' SURVEYING, ENVIRONMENTAL SERVICES
n.: DENNIS J. SALTYS (',. ~~~ SCALE SHEET
<1) GER SUPT. OF RECORDS CERTIFICATE NO. 27328 'NG ENG\~ CHKD. BY
~L-____ ~~M~A~N~A==~ ________ -=~~~~~~~ ____ -L ________________ ~~~~~~~=-________ .~L-____________________ ~ __________ ~~~~~~~~~L_ ______ ~J:M:S ____ _L __ ~N~/~A ________ JL ____ 1~_.~O:F __ ~3 __ ~
I
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NORTHWEST CORNER SECTION 4
WCCS NO. 2789
N=191394.922
E=1306237.297
S88'15'56"E 2606.18'
T
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NORTH QUARTER CORNER SECTION 4
WCCS NO. 2788
N=191316.039
E=1308842.280
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CITY OF RENTON SHORT PLAT
LUA-07-043-SHPL
LND-20-0488
I SUBDIVISION OF NORTHWEST QUARTER FROM PUBLISHED COORDINATES; ACCURACY UNKNOWN I
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I fOUND ~ONUMENT 151 OCE ~ 2' BRASS DISK wi PUNCH
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DOWN 0.70
~t-I ---:t' ;t FOUND MONUMENT #50 BCE
2' BRASS DISK wi PUNCH
IN 4X4 CONCRETe: POST
I DOWN 0.65 "LS 23613"
l~-----NE 23RD PLACE
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~I r-----_=----=_ __ _ __ ----~----
~ 11 S88'18'53"E 1010.73' (CALC SECTION UNE TO MONUMENT) 10lD 70' (DEED)
--S88'18'53"[ 1010.36' (MONUMENT TO MONUMENT) .
--
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IN CASE
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NE 23RD STREET
WEST QUARTER CORNER SECTION 4
FOUND 3' BRASS DISK wi PUNCH
IN MONUMENT CASE, DOWN 0.5
RENTON MONUMENT NO. 369, WCCS NO. 2793
N= 189092.040
E=1306215.309
FOUND 3" BRASS DISK wi PUNCH
IN MONUMENT CASE, DOWN 0.5'
RENTON NO. 57, WCCS NO. 2806
N=186452.866
E = 1306190.395
~ SOUTH UNE SW1/4 --=---------
SOUTHWEST CORNER SECTION 4
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SOUTH QUARTER CORNER SECTION 4+
FOUND 3' BRASS DISK WI PUNCH
IN MONUMENT CASE DOWN 2.5'
co
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Lo
CENTER SECTION
N= 186407.361
WCCS NO. 2805 \
E"1308734.2" _ ~ MAR 0 6 2009
SOUTH UNE SW1/4 ~
18215 72ND AVENUE SOUTH
KENT, WA 98032
(425)251-6222
-; ¢>. (425)251-8782 FAX
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IPv ~'
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ItvG ENG\\'\~
CIVIL ENGINEERING, LAND PLANNING,
SURVEYING. ENVIRONMENTAL SERVICES
DRAWN BY
JMS/KMM
DATE
04/18/07
SCALE; 1 "=200'
CHECKED BY; JMS
JOB NO.: 12653
PROJECT NO.:
12653SPO 1.0WG
s
o 100 200 400
~~
SCALE: 1"",200'
~ ~
EAST QUARTER CORNER SECTION 4 'K
WCCS NO. 2794
N=188940.478
E=1311403.341
NG SHORT PLAT
INDEX DATA
SW1I4 OF NW1/4 OF SEC. 4-T23N-R5E, W.M.
SURVEY FOR
CAMIE NG
1530 33RD AVENUE SOUTH
SEATTLE, WASHINGTON 98144
KING COUNTY, WASHINGTON
SHT
2
OF
3