HomeMy WebLinkAboutLarge FormatALTERATION OF
CITY OF RENTON SHORT PLAT
LUA14-000868, SH P L-A
LN D-20 0604
OWNER'S DECLARATION
NE 7TH STREET, PHASE 2 ALTERATION
A PORTION OF THE NW 1/4 OF THE SE 1/4, SEC. 9, T 23N, R 5E, W.M.
ALTERATION:
THIS IS AN ALTERATION TO THE CITY OF RENTON SHORT PLAT LUA14-000868, RECORDED
UNDER AFN .20160205900021, RECORDS OF KING COUNTY, VOLUME 338, PAGES 8-9.
THE SECTION ENTITLED "NEW PRIVATE EASEMENT FOR INGRESS, EGRESS & UTILITIES
MAINTENANCE AGREEMENT" ON PAGE 1 OF THE HEREIN REFERENCED SHORT PLAT HAS BEEN
MODIFIED AS SHOWN BELOW.
KNOW ALL PEOPLE BY THESE PRESENTS THAT I, THE UNDERSIGNED OWNER OF INTEREST IN THE LAND HEREBY SUBDIVIDED,
HEREBY DECLARE THIS 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.
IN WITNESS WHEREOF I HAVE SET MY HAND AND SEAL.
SCOTT DONOGH HOMES, INC. ITS: DATE
ACKNOWLEDGMENTS
STATE OF WASHINGTON )
)ss
COUNTY OF )
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT
-------------- IS THE PERSON WHO APPEARED BEFORE ME, AND SAID
PERSON ACKNOWLEDGED THAT HE SIGNED THIS INSTRUMENT, ON OATH
STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND
ACKNOWLEDGED IT AS THE ------------- OF SCOTT DONOGH HOMES, INC.
TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND
PURPOSES MENTIONED IN THE INSTRUMENT.
DATE:
NOTARY PUBLIC IN AND FOR THE STATE
- _
----PRINT-NAME =------------------
RESIDING AT------------------_
MY COMMISSION EXPIRES: --_--_--_
CITY OF RENTON APPROVALS
EXAMINED AND APPROVE ON THIS -_- DAY OF ---------- 2016.
ADMINISTRATOR PUBLIC WORKS
KING COUNTY DEPARTMENT OF ASSESSMENTS
EXAMINED AND APPROVED THIS
KING COUNTY ASSESSOR
DEPUTY COUNTY ASSESSOR
TAX ACCT NO. 801110-0055
DAY OF --------- 2016.
RECORDER'S CERTIFICATE
FILED FOR RECORD THIS__ DAY OF _ 2016. AT M.
IN BOOK__ OF SURVEYS. AT PAGE_ , AT THE REQUEST
OF TERRANE, INC.
MANAGER
SUPT. OF RECORDS
NOV 2 3 2016
ORIGINAL LEGAL DESCRIPTION
LOT 11, BLOCK 1, STEWART'S HIGHLAND ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME
43 OF PLATS, PAGE 17, RECORDS OF KING COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
CONDITIONS OF APPROVAL:
1. A DEMOLITION PERMIT SHALL BE OBTAINED AND ALL INSPECTIONS A APPROVALS COMPLETED FOR THE REMOVAL
OF THE EXISTING SINGLE FAMILY HOME AND ACESSORY STRUCTURES PRIOR TO SHORT PLAT RECORDING.
2. ACCESS TO LOT 1 SHALL BE FROM THE PRIVATE ROAD (PIERCE AVENUE NE.)
3. THE APPLICANT SHALL BE REQUIRED TO RECORD AN ACCESS EASEMENT FOR THE BENEFIT OF LOTS 1-4, THE
ACCESS EASEMENT SHALL BE RECORDED PRIOR TO, OR CONCURRENT WITH THE RECORDING OF THE SHORT PLAT.
DECLARATION OF COVENANT:
THE OWNER OF LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FOR THE BENEFITS TO ACCRUE FROM THIS
SUBDIVISION, BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW
EASEMENTS SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY
SUBDIVISION THEREOF. THE COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT.
DECLARATION OF COVENANT REC. NO. 20160205001041
NEW PRIVATE EASEMENT FOR INGRESS, EGRESS & UTILITIES
MAINTENANCE AGREEMENT
TI IE OWNERS OF LOTS 1-4 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE
RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE ACCESS AND UTILITY EASEMENTS AND APPURTENANCES.
THESE APPURTENANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE
PRIVATE ACCESS ROADS/DRIVEWAYS, DRAINAGE PIPES, AND STORM WATER QUALITY AND/OR DETENTION FACILITIES
WITHIN SAID EASEMENT(S), 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 PAVEMENT IN
THE ACCESS EASEMENT IS PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. THE PRIVATE ROAD
IS TO REMAIN OPEN FOR EMERGENCY AND PUBLIC SERVICE VEHICLES AT ALL TIMES.
SURVEYOR'S CERTIFICATE
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR
UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS
OF THE SURVEY RECORDING ACT AT THE REQUEST OF DONOGH HOMES, INC.
_1�,IA
MARK A. BORYS.
11/22/16
FICATE NO. 46876 DATE
VICINITY MAP
NOT TO SCALE
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JOB NO.:
150135
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REFERENCES
DATE:
11/21/16
N
CITY OF RENTON SHORT PLAT LUA-03-067 SHPL, VOLUME 178, PG.S
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DRAFTED
BY: TLR
(R2)
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RECORDS OF KING COUNTY, WASHINGTON.
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CHECKED
BY: MAB
(R3)
ALBERT BALCH'S PRESIDENT PARK NO. 8, VOL. 54 OF PLATS, PG. 27,
RECORDS OF KING COUNTY, WASHINGTON.
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SCALE:
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JOB NO.:
150135
REFERENCES
DATE:
11/21/16
(R1)
CITY OF RENTON SHORT PLAT LUA-03-067 SHPL, VOLUME 178, PG.S
111-112,
RECORDS OF KING COUNTY, WASHINGTON.
DRAFTED
BY: TLR
(R2)
ALBERT BALCH'S PRESIDENT PARK NO. 6, VOL. 52 OF PLATS, PG. 79,
RECORDS OF KING COUNTY, WASHINGTON.
CHECKED
BY: MAB
(R3)
ALBERT BALCH'S PRESIDENT PARK NO. 8, VOL. 54 OF PLATS, PG. 27,
RECORDS OF KING COUNTY, WASHINGTON.
SCALE:
1 " = 1 "
(R4)
CITY OF RENTON SHORT PLAT LUA-13-001131, VOLUME 314, PG 262,
RECORDS OF KING COUNTY, WASHINGTON.
1
of 1
ALTERATION OF
CITY OF RENTON SHORT PLAT
LUA14-000868, SH PL -A
LN D-20 0604 -
ALTERATION:
THIS IS AN ALTERATION TO THE CITY OF RENTON SHORT PLAT LUA14-000868, RECORDED
UNDER AFN 20160205900021, RECORDS OF KING COUNTY, VOLUME 338, PAGES 8-9.
THE SECTION ENTITLED "NEW PRIVATE EASEMENT FOR INGRESS, EGRESS & UTILITIES
MAINTENANCE AGREEMENT" ON PAGE 1 OF' THE HEREIN REFERENCED SHORT PLAT HAS BEEN
MODIFIED AS SHOWN BELOW.
OWNER'S DECLARATION
KNOW ALL PEOPLE BY THESE PRESENTS THAT I, THE UNDERSIGNED OWNER OF INTEREST IN THE LAND HEREBY SUBDIVIDED,
HEREBY DECLARE THIS 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.
IN WITNESS WHEREOF I HAVE SET MY HAND AND SEAL.
ACKNOWLEDGMENTS
STATE OF WASHINGTON )
)SS
COUNTY OF )
1 CERNOW OR HAVE SATISFACTORY EVIDENCE THAT
_ ��_, IS THE PERSON WHO APPEARED BEFORE ME, AND SAID
PERSON ACKNOWLEDGED THAT FIE SIGNED THIS INSTRUMENT, ON OATH
STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND
ACKNOWLEDGED IT AS THE OF SCOTT DONOGH HOMES, INC.
TO BE THE FREE AND VOLUNTARY ACT OF CH PARTY FOR THE USES AND
PURPOSES MENTIONED IN THE INSTRUMENT.
DATE:
NOTA PURL IN AA. FOR TACT
PRIN i NAME: _
RESIDING AT
MY COMMISSION EXPIRES:
CITY OF RENTON APPROVALS
EXAMINED. AND APPROVE ON THIS O3' DAY OF M- - 2016.
KING COUNTY DEPARTMENT OF ASSESSMENTS
EXAMINED AND APPROVED THIS �s�� DAY OF ������ 2016.
In kA !- l/
KING COUOY ASSESSOR
E TY COUNTY ASSESSOR
TAX ACCT NO. 801110-0055
N
CD RECORDER'S CERTIFICATE
7.- w- , FILED FOR RECORD THIS_-__ DAY OF __, 2016. AT M.
a- �omro
wom IN BOOK __ OF SURVEYS. AT PAGE—___, AT THE REQUEST
a �
`" Q
c� '�om-, OF TERRANE, INC.
c�
MANAGER SUPT. OF RECORDS
ORIGINAL LEGAL DESCRIPTION
LOT 11, BLOCK 1, STEWART'S HIGHLAND ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME
43 OF PLATS, PAGE 17, RECORDS OF KING COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
CONDITIONS OF APPROVAL:
1. A DEMOLITION PERMIT SHALL BE OBTAINED AND ALL INSPECTIONS A APPROVALS COMPLETED FOR THE REMOVAL
OF THE EXISTING SINGLE FAMILY HOME AND ACESSORY STRUCTURES PRIOR TO SHORT PLAT RECORDING.
2. ACCESS TO LOT 1 SHALL BE FROM THE PRIVATE ROAD (PIERCE AVENUE NE.)
3. THE APPLICANT SHALL BE REQUIRED TO RECORD AN ACCESS EASEMENT FOR THE BENEFIT OF LOTS 1-4, THE
ACCESS EASEMENT SHALL BE RECORDED PRIOR TO, OR CONCURRENT WITH THE RECORDING OF THE SHORT PLAT.
DECLARATION OF COVENANT:
THE OWNER OF LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FOR THE BENEFITS TO ACCRUE FROM THIS
SUBDIVISION, BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW
EASEMENTS SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY
SUBDIVISION THEREOF. THE COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT.
DECLARATION OF COVENANT REC. NO. 20160205001041
NEW PRIVATE EASEMENT FOR INGRESS, EGRESS & UTILITIES
MAINTENANCE AGREEMENT
THE OWNERS -OF LOTS 1-4 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN OWNERSHIP A THE
RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE ACCESS AND UTILITY EASEMENTS AND APPURTENANCES.
THESE APPURTENANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE
PRIVATE ACCESS ROADS/DRIVEWAYS, DRAINAGE PIPES, AND STORM WATER QUALITY AND/OR DETENTION FACILITIES
7TH STREET,
PHASE 2
ALTERATION
NE
4 PORTION
OF THE NW 1/4 OF
THE SE 1/4,
SEC. 9, T 23N, R 5E, W.M.
ALTERATION:
THIS IS AN ALTERATION TO THE CITY OF RENTON SHORT PLAT LUA14-000868, RECORDED
UNDER AFN 20160205900021, RECORDS OF KING COUNTY, VOLUME 338, PAGES 8-9.
THE SECTION ENTITLED "NEW PRIVATE EASEMENT FOR INGRESS, EGRESS & UTILITIES
MAINTENANCE AGREEMENT" ON PAGE 1 OF' THE HEREIN REFERENCED SHORT PLAT HAS BEEN
MODIFIED AS SHOWN BELOW.
OWNER'S DECLARATION
KNOW ALL PEOPLE BY THESE PRESENTS THAT I, THE UNDERSIGNED OWNER OF INTEREST IN THE LAND HEREBY SUBDIVIDED,
HEREBY DECLARE THIS 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.
IN WITNESS WHEREOF I HAVE SET MY HAND AND SEAL.
ACKNOWLEDGMENTS
STATE OF WASHINGTON )
)SS
COUNTY OF )
1 CERNOW OR HAVE SATISFACTORY EVIDENCE THAT
_ ��_, IS THE PERSON WHO APPEARED BEFORE ME, AND SAID
PERSON ACKNOWLEDGED THAT FIE SIGNED THIS INSTRUMENT, ON OATH
STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND
ACKNOWLEDGED IT AS THE OF SCOTT DONOGH HOMES, INC.
TO BE THE FREE AND VOLUNTARY ACT OF CH PARTY FOR THE USES AND
PURPOSES MENTIONED IN THE INSTRUMENT.
DATE:
NOTA PURL IN AA. FOR TACT
PRIN i NAME: _
RESIDING AT
MY COMMISSION EXPIRES:
CITY OF RENTON APPROVALS
EXAMINED. AND APPROVE ON THIS O3' DAY OF M- - 2016.
KING COUNTY DEPARTMENT OF ASSESSMENTS
EXAMINED AND APPROVED THIS �s�� DAY OF ������ 2016.
In kA !- l/
KING COUOY ASSESSOR
E TY COUNTY ASSESSOR
TAX ACCT NO. 801110-0055
N
CD RECORDER'S CERTIFICATE
7.- w- , FILED FOR RECORD THIS_-__ DAY OF __, 2016. AT M.
a- �omro
wom IN BOOK __ OF SURVEYS. AT PAGE—___, AT THE REQUEST
a �
`" Q
c� '�om-, OF TERRANE, INC.
c�
MANAGER SUPT. OF RECORDS
ORIGINAL LEGAL DESCRIPTION
LOT 11, BLOCK 1, STEWART'S HIGHLAND ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME
43 OF PLATS, PAGE 17, RECORDS OF KING COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
CONDITIONS OF APPROVAL:
1. A DEMOLITION PERMIT SHALL BE OBTAINED AND ALL INSPECTIONS A APPROVALS COMPLETED FOR THE REMOVAL
OF THE EXISTING SINGLE FAMILY HOME AND ACESSORY STRUCTURES PRIOR TO SHORT PLAT RECORDING.
2. ACCESS TO LOT 1 SHALL BE FROM THE PRIVATE ROAD (PIERCE AVENUE NE.)
3. THE APPLICANT SHALL BE REQUIRED TO RECORD AN ACCESS EASEMENT FOR THE BENEFIT OF LOTS 1-4, THE
ACCESS EASEMENT SHALL BE RECORDED PRIOR TO, OR CONCURRENT WITH THE RECORDING OF THE SHORT PLAT.
DECLARATION OF COVENANT:
THE OWNER OF LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FOR THE BENEFITS TO ACCRUE FROM THIS
SUBDIVISION, BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW
EASEMENTS SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY
SUBDIVISION THEREOF. THE COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT.
DECLARATION OF COVENANT REC. NO. 20160205001041
NEW PRIVATE EASEMENT FOR INGRESS, EGRESS & UTILITIES
MAINTENANCE AGREEMENT
THE OWNERS -OF LOTS 1-4 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN OWNERSHIP A THE
RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE ACCESS AND UTILITY EASEMENTS AND APPURTENANCES.
THESE APPURTENANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE
PRIVATE ACCESS ROADS/DRIVEWAYS, DRAINAGE PIPES, AND STORM WATER QUALITY AND/OR DETENTION FACILITIES
WITHIN SAID EASEMENT(S), 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 PAVEMENT 1N
EASEMENT IS PROHIBITED, THAN 20 FEET. PRIVATE ROAD
THE ACCESS UNLESS PAVEMENT WIDTH IS GREATER THE
IS TO REMAIN OPEN FOR EMERGENCY AND PUBLIC SERVICE VEHICLES AT ALL TIMES.
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EASEMENT IS PROHIBITED, THAN 20 FEET. PRIVATE ROAD
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IS TO REMAIN OPEN FOR EMERGENCY AND PUBLIC SERVICE VEHICLES AT ALL TIMES.
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SURVEYOR'S CERTIFICATE
REFERENCES
,JOB
N 0.:
150135
DATE:
11/21/16
(R1) CITY OF RENTON SHORT PLAT LUA-03-067 SHPL, VOLUME 178, PG.S
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR
111-112, RECORDS OF KING COUNTY, WASHINGTON.
UNDER MY DIRECTION 1N CONFORMANCE WITH THE REQUIREMENTS
DRAFTED
BY:
TLR
OF THE SURVEY RECORDING ACT AT THE REQUEST OF DONOGH HOMES, INC.
(R2) ALBERT BALCH'S PRESIDENT PARK NO. 6, VOL. 52 OF PLATS, PG. 79,
RECORDS OF KING COUNTY, WASHINGTON.
CHECKED
BY: MAB
�/
to s 4s Ta_
(R3) ALBERT BALCH'S PRESIDENT PARK NO. 8, VOL.' 54 OF PLATS, PG_ 27,
RECORDS OF KING COUNTY, WASHINGTON.
MARK A. BOR S. CERTIFICATE NO. 46876 DATE
(R4) CITY OF RENTON SHORT PLAT LUA-13-001131, VOLUME 314, PG 262,
SCALE:
1 �
= 1
RECORDS OF KING COUNTY, WASHINGTON.
1 'OF
1
CITY OF RENTOR
SHORT PLAT
1 L♦ t i i 1
1 1.14
30 0 15 30
�I
( IN FEET )
1 inch = 30 ft.
0
METHOD OF SURVEY:
INSTRUMENTATION FOR THIS SURVEY WAS A TRIMBLE ELECTRONIC DISTANCE MEASURING UNIT.
PROCEDURES USED IN THIS SURVEY WERE DIRECT AND REVERSE ANGLES, NO CORRECTION
NECESSARY. MEETS STATE STANDARDS SET BY WAC 332-130-090.
BASIS OF BEARINGS:
PER CITY OF RENTON SURVEY NETWORK
CENTERLINE OF NE 4TH STREET BEARS S89°06'06"E BETWEEN MONUMENTS #1502 AND #1502
TITLE REFERENCE:
ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM RAINIER TITLE
COMPANY'S "SECOND REPORT", DATED NOVEMBER 18, 2015. IN PREPARING THIS MAP,
GEODIMENSIONS, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS GEODIMENSIONS,
INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE
DISCLOSED BY THE REFERENCED "SECOND REPORT". GEODIMENSIONS, INC. HAS RELIED WHOLLY
ON RAINIER TITLE COMPANY'S REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS
SURVEY AND GEODIMENSIONS, INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO
THAT EXTENT.
REFERENCES:
(R1) CITY OF RENTON SHORT PLAT LUA-03-067 SHPL, VOLUME 178, PG.S 111-112, RECORDS
OF KING COUNTY, WASHINGTON.
(R2) ALBERT BALCH'S PRESIDENT PARK NO. 6, VOL. 52 OF PLATS, PG. 79, RECORDS OF KING
COUNTY, WASHINGTON.
(R3) ALBERT BALCH'S PRESIDENT PARK NO. 8, VOL. 54 OF PLATS, PG. 27, RECORDS OF KING
COUNTY, WASHINGTON.
(R4) CITY OF RENTON SHORT PLAT LUA-13-001131, VOLUME 314, PG 262, RECORDS OF KING
COUNTY, WASHINGTON.
N 88°47'14" W 95.94' (96.00' P)
95.94'
SET REBAR & CAP #46876 �: SET REBAR & CAP #46876
LOT 4
w
Q0
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30' PUBLIC SEWER
& WATER ESM'T
REC. N0. --______ __
?di6o2d Saella4.
LOT 1
LOT AREAS
5'
AVENUE
co
LOT 1 = 6,717
SF
GROSS, 4,896 NET
N 88°49'08" W
LOT 2 = 6,237
SF
GROSS, 4,416 NET
PIERCE
95.94'
I
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SF
GROSS, 4,848 NET
722
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DN 0,2', VISITED 3/25/15
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& WATER ESM'T
REC. N0. --______ __
?di6o2d Saella4.
LOT 1
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N 00
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T
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LOT ADDRESSES
LOT 1
LOT AREAS
PIERCE
AVENUE
co
LOT 1 = 6,717
SF
GROSS, 4,896 NET
AVENUE
LOT 2 = 6,237
SF
GROSS, 4,416 NET
PIERCE
LOT 3 = 7,868
SF
GROSS, 4,848 NET
722
LOT 4 = 7,855
SF
GROSS
v 05
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N 00
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LOT ADDRESSES
LOT 1
704
PIERCE
AVENUE
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LOT 2
710
PIERCE
AVENUE
NE
LOT 3
716
PIERCE
AVENUE
NE
LOT 4
722
PIERCE
AVENUE
NE
MATTTERS OF TITLE:
(NUMBERED ACCORDING TO TITLE REFERENCED HEREIN)
3. MATTERS RELATING TO THE QUESTIONS OF SURVEY, RIGHTS OF PARTIES IN POSSESSION, AND
UNRECORDED LIEN RIGHTS FOR LABOR AND MATERIAL, IF ANY, THE DISPOSITION OF WHICH
WILL BE FURNISHED BY SUPPLEMENTAL REPORT.
7. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF:
GRANTOR: SCOTT DONOGH HOMES INC., A WASHINGTON CORPORATION
TRUSTEE: RAINIER TITLE
BENEFICIARY: M&T BANK
DATED: AUGUST 12, 2015
RECORDED: MAY 19, 2015
RECORDING NO.: 20150819001369
9, THE FOLLOWING CONVEYANCES WERE RECORDED WITHIN THE LAST 36 MONTHS:
NOTE: THE RECORDING NO. OF THE DEED UNDER WHICH TITLE IS HELD IS: 20150511001886
(REREC. OF 20140619001027).
11. RESERVATIONS CONTAINED IN DEED FROM THE NORTHERN PACIFIC RAILROAD COMPANY DATED
SEPTEMBER 6, 1902, RECORDED SEPTEMBER 13, 1902, UNDER RECORDING NO. 241450.
12. ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER
SERVITUDES, IF ANY, BUT OMITTING RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR,
CREED OR NATIONAL ORIGIN, DISCLOSED BY THE RECORDED PLAT OF STEWART'S HIGHLAND
ACRE TRACTS.
13. COVENANTS, CONDITIONS AND RESTRICTIONS BUT OMITTING RESTRICTIONS, IF ANY, BASED
UPON RACE, COLOR, CREED OR NATIONAL ORIGIN, IMPOSED BY INSTRUMENT RECORDED ON
DECEMBER 21, 1946, UNDER RECORDING NO. 3640586.
14. RESERVATIONS CONTAINED IN AGREEMENT FROM THE NORTHERN PACIFIC RAILROAD COMPANY
DATED MAY 5, 1954, RECORDED MAY 28, 1954, UNDER RECORDING NO. 4450143.
15. NOTICE OF ON-SITE SEWAGE SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS, AND
ANY TERMS AND CONDITIONS THEREOF:
RECORDED: JUNE 19, 2014
RECORDING NO.: 20140619001026
16. EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
GRANTEE: PUGET SOUND ENERGY, INC
PURPOSE: UTILITIES
AREA AFFECTED: A PORTION OF SAID PREMISES
RECORDED: MAY 14, 2015
RECORDING NO.: 20150514000734
17. DECLARATION OF COVENANT AND THE TERMS AND CONDITIONS THEREOF:
RECORDED: MAY 18, 2015
RECORDING NO.: 20150518000335
REGARDING: MAINTENANCE AND INSPECTION OF FLOW CONTROL BMPS
FD CONC MON W/BRASS PIN FD CONC MON W/BRASS PIN
DN 0.4', VISITED 3/25/15 DN 0.4', VISITED 3/25/15
NE 8TH STREET
®v N 88'44'44'"$W v
398.85' (R2)
(398.86' MEAS.) 91'28'50" iv o
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-----------
N 88°49'08" W 95.95' (96.00' P)
SET REBAR & CAP #46876
SET REBAR &CAP #46876
NE 7TH STREET OFFSET 2.0' S.
t It t—
2648.07' (MEAS.)
NE 4TH STREET
S 89'06 06 E
BASIS OF BEARINGS
PER CITY MONUMENTS #1502 AND #1503
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-----------
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SET REBAR & CAP #46876
SET REBAR &CAP #46876
NE 7TH STREET OFFSET 2.0' S.
t It t—
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NE 4TH STREET
S 89'06 06 E
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CITY OR RENTON PT #1503
N: 181067.882
E: 1311396.661
v
JOB NO.: 150135
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CITY OF RENTON
SHORT PLAT
LUA14-000868, SH P L-A
LN D-20 0604
NE 7TH STREET, PHASE 2
A PORTION OF THE NW 1/4 OF THE SE 1/4, SEC. 9, T 23N, R 5E, W.M.
OWNER'S DECLARATION
KNOW ALL PEOPLE BY THESE PRESENTS THAT I, THE UNDERSIGNED OWNER OF INTEREST IN THE LAND HEREBY SUBDIVIDED,
HEREBY DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SHORT SUBDIVISION MADE HEREBY, AND THAT
SAID SHO Ryy D ISION IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNER.
IN WITNESS/ H Fz7HAVE SET MY HAND AND SEAL.
SC=(�ONH O E°'S, INC. �S: t) .jEIATY
q . '" °j tea f l�'� / A
ACKNOWLEDGMENTS
STATE OF WASHINGTON )
)Ss
COUNTY OF )
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT
THE PERSON WHO APPEARED
BEFORE ME, AND SAID
PERSON ACKNOWLEDGED THAT HE SIGNED THIS INSTRUMENT, ON OATH
STATED THAT HE WAS AUTHORIZED TO EXECUTE
THE INSTRUMENT AND
ACKNOWLEDGED IT AS THE�---- OF
SCOTT DONOGH HOMES, INC.
TO BE THE FREE AND VOLUNTARY ACT OF SUCH
PARTY FOR THE USES AND
PURPOSES MENTIONED IN THE INSTRUMENT.
ATE:
,01����,i//
t
NOTARY PUBNC IN AND FO THE STATE�•27.9`6
PRINT NAME:
_
AZ
,,ANIS
RESIDING AT ---J-- --- - -
lilt\ \\\
MY COMMISSION EXPIRES: _ _ i1�
CITY OF RENTON APPROVALS
EXAMINEDnA,ND APPROVE ON THIS DAY OF 2016.
ADMINISTRATOR PMLIC WORKS
KING COUNTY DEPARTMENT OF ASSESSMENTS
EXAMINED AND APPROVED THIS S-6 DAY OF t ✓ '� T 2016.
1 In U'1-� 1 � . J 0 IIN
KING COUNTY ASSESSOR
o
DEPUTY COUNTY ASSESSOR
TAX ACCT NO. 801110-0055
CONFORMED COPY
20160205900021
CITY OF RENTON SPM 162.00
PAGE -001 OF 002
02/05/2016 15:23
MANAGER
SUPT. OF RECORDS
RTIFICATE
ORIGINAL LEGAL DESCRIPTION
LOT 11, BLOCK 1, STEWART'S HIGHLAND ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED
IN VOLUME 43 OF PLATS, PAGE 17, RECORDS OF KING COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
CONDITIONS OF APPROVAL:
1. A DEMOLITION PERMIT SHALL BE OBTAINED AND ALL INSPECTIONS A APPROVALS COMPLETED FOR
THE REMOVAL OF THE EXISTING SINGLE FAMILY HOME AND ACESSORY STRUCTURES PRIOR TO SHORT
PLAT RECORDING.
2. ACCESS TO LOT 1 SHALL BE FROM THE PRIVATE ROAD (PIERCE AVENUE NE.)
3. THE APPLICANT SHALL BE REQUIRED TO RECORD AN ACCESS EASEMENT FOR THE BENEFIT OF LOTS
1-4, THE ACCESS EASEMENT SHALL BE RECORDED PRIOR TO, OR CONCURRENT WITH THE RECORDING
OF THE SHORT PLAT,
DECLARATION OF COVENANT:
THE OWNER OF LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FOR THE BENEFITS TO ACCRUE
FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE BENEFICIAL
INTEREST IN THE NEW EASEMENTS SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUTURE
PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISION THEREOF. THE COVENANT SHALL RUN WITH THE
LAND AS SHOWN ON THIS SHORT PLAT.
DECLARATION OF COVENANT REC. N0. Q4� ---
NEW PRIVATE EASEMENT FOR INGRESS, EGRESS & UTILITIES
MAINTENANCE AGREEMENT
THE OWNERS OF LOTS 1-4 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND
RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE ACCESS AND UTILITY EASEMENTS AND
APPURTENANCES, THESE APPURTENANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR
AND MAINTENANCE OF THE PRIVATE ACCESS ROADS/DRIVEWAYS, DRAINAGE PIPES, AND STORM WATER
QUALITY AND/OR DETENTION FACILITIES WITHIN SAID EASEMENT(S), 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 PAVEMENT IN THE ACCESS EASEMENT IS
PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. THE PRIVATE ROAD IS TO REMAIN
OPEN FOR EMERGENCY AND PUBLIC SERVICE VEHICLES AT ALL TIMES.
SURVEYOR'S CERTIFICATE
M. THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR
UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS
EST OF THE SURVEY RECORDING ACT AT THE REQUEST OF DONOGH HOMES, INC.
117116
MARK A. BO S. ERTIFICATE NO. 46876 _ DATE
VICINITY MAP
NOT TO SCALE
REFERENCES
(R1) CITY OF RENTON SHORT PLAT LUA-03-067 SHPL, VOLUME 178, PG.S
111-112, RECORDS OF KING COUNTY, WASHINGTON.
(R2) ALBERT BALCH'S PRESIDENT PARK NO. 6, VOL. 52 OF PLATS, PG. 79,
RECORDS OF KING COUNTY, WASHINGTON.
(R3) ALBERT BALCH'S PRESIDENT PARK NO. 8, VOL. -54 OF PLATS, PG. 27,
RECORDS OF KING COUNTY, WASHINGTON.
(R4) CITY OF RENTON SHORT PLAT LUA-13-001131, VOLUME 314, PG 262,
RECORDS OF KING COUNTY, WASHINGTON.
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WEST ADA COMPLIANT CONCRETE RAMP
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--~'' TRUNCATED DOMES
PER STD. DWG #FO10.2
TO BE SET ON CONCRETE.
EAST ADA COMPLIANT CONCRETE RAMP
AR 4000 REQUIRED AT SAWCUT LINES BETWEEN NEW
AND EXISTING JOINTS. CIN OF RENTON STANDARD
LATERAL AND PARALLEL TRENCHING DETAIL
REQUIREMENTS ARE APPLICABLE.
A PORTION OF THE NW 1/4, SE 114, SECTION 9, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
ADA COMPIANT RAMP WITH
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NEXT TO DRIVEWAY APRON.
(WILL BE FIELD FIT AT CONSTRUCTION)
CB43. TYPE 11-48" (PUBLIC
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END CURB, GUTTER,
LANDSCAPE STRIP
INSTALL 12" PLUG
STA. 19+98.0, 9.0 LT.
IE=398,00, 12"
r -----
L..°°._...._._.
217.06'
INFORMATION' ADDED BY
GEODIMENSIgNS, INC.
REPRESENTS THE RESULTS OF A SURV
CONDUCTED IN AUGUST, 2015
"LEN
1191
UTILITY CONFLICT NOTE:
PROVIDE ETHAFOAM PAD WHEN VERTICAL
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ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
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STA. _ 19+92.0
END 5 SIDEWALK
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STA. 19+97.27
END CURB, GUTTER,
LANDSCAPE STRIP
INSTALL 12" PLUG
STA. 19+98.0, 9.0 LT.
IE=398,00, 12"
r -----
L..°°._...._._.
217.06'
INFORMATION' ADDED BY
GEODIMENSIgNS, INC.
REPRESENTS THE RESULTS OF A SURV
CONDUCTED IN AUGUST, 2015
"LEN
1191
UTILITY CONFLICT NOTE:
PROVIDE ETHAFOAM PAD WHEN VERTICAL
SEPARATION IS LESS THAN 1 FOOT.
n
END OF ROAD/26' EASEMENT
STA. 42+47.06
ELEV=403.0
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18+00 389 396.03 .19+00 20+00 (PUBLIC). 40+00 394.13(N) 41+00 42+00
ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
qc°y1°a°L°°.°0�y
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ANAL - 01/26/2015
STA. 41+40.22,
10.0' RT.
A R=25.00' L=39.85'
ELEV=401.84 FL
DELTA=88°58'41 "
&MAPPING
SCE,
SCALE
VERTICA• NAVD 91a3/SITSURVE
HORIZONALNAD 1&1
991®FFF
DATUM
STA. 41+65.21,
-
DESIGNED:
D.L.OFFE, P.E.
STA.. 41+85.25,
34.42' RT.
R=25.00' L=38.68'
ELEV=402.89 RE
DRAWN:
D.L. OFFE, P.E.
I ONE
AT FULL NSCALE CH
AT
SCALE ACCORDINGLY
DELTA/2=402.81
fE
CHECKED-
N0.
REVISION BY DATE
APPR
APrRovED:
NOTE,
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE
APPROXIMATE ONLY, IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
HORIZONTAL L❑CATION OF ALL EXISTING UNDERGROUND
UTILIITES PRIOR TO COMMENCING CONSTRUCTION: NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON, THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG( 811
FIXED OBJECTS SITUATED IN THE LOCATION
OF THE PROPOSED ACCESS MUST BE
RELOCATED AFTER OBTAINING OWNER APPROVAL
NO INDIVIDUAL DRIVEWAYS WILL BE
ALLOWED OFF OF NE 7th STREET
ALL UTILITIES SERVICING
THE SITE SHALL BE
UNDERGOUND
LOT DRAINAGE NOTES
SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE
LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST
MANAGEMENT PRACTICES AS LISTED IN THE TABLE BELOW AS WELL AS ANY
DECLARATION OF COVENANTS AND GRANTS OF EASEMENT. COMPLIANCE WITH
THUS STIPUTAION MUST BE ADDRESSED IN THE "SINGLE FAMILY RESIDENCE
BUILDING PERMIT DRAINAGE REVIEW" WHEN ANY APPLICATION IS MADE FOR A
BUILDING PERMIT FOR THE LOT. SEE SHEET 7 FOR MORE DETAILS.
LOT NUMBER BMP TYPE PER LOT
2 :::>l -PERF. PIPE CONNECTION / 1 -TRENCH DRAIN
3 MAXIMUM IMPERVIOUS 2,600 SQ. FT. / LOT
4
b. COMPLIANCE WITH THE BMP REQUIREMENT MUST BE
ADDRESSED IN THE SINGLE FAMILY RESIDENTIAL BUILDING PERMIT
DRAINAGE REVIEWWHEN AN APPLICATION IS MADE FOR A SINGLE
FAMILY RESIDENTIAL BUILDING PERMIT FOR THE LOT.
c. ALL CONNECTIONS TO THE DOWNSTREAM DRAINAGE SYSTEM
SHALL BE VIA A PERFORATED PIPE CONNECTION.
d. ALL INDIVIDUAL FLOW CONTROL BMP's SHALL BE PRIVATELY
K OWNED, MAINTAINED_ AND KEPT IN GOOD REPAIR BY EACH LOT
OWNER.
DRIVEWAY ENTRY W/LANDSCAPE STRIP
PER DETAIL ON SHEET 6
CURB RETURNS
STA. 41+40.22,
10.0' RT.
A R=25.00' L=39.85'
ELEV=401.84 FL
DELTA=88°58'41 "
DELTA/2=402.25
F
STA. 41+65.21,
35.59' RT.
ELEV=402.66 FL
STA.. 41+85.25,
34.42' RT.
R=25.00' L=38.68'
ELEV=402.89 RE
DELTA= 88'39'33
DELTA/2=402.81
fE
STA. 42+10.24,
10.0' RT.
ELEV=402.73 FL
CITY OF"'
RENTON
nr
Planning/Building/Public Works Dept.
GRAPHIC SCALE
0 15 30 60
1 inch = 30 feet
..
RECEIVED
OCT 2 3 2015
CITY OF RENTON
PLANNING DIVISION
RECOMMENDED FOR APPROVAL
ByI Date,
ByI Dater
ByI Date,
ByI Date,
NE 7th NORTH PHASE 2
SCOTT DONOGH HOMES, INC.
ROAD / STORM PLAN & PROFILE
3518 NE 7th Street
01/26/2015
FlELDBOOK:
PAGE:.
DRAWING NO:
N
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CV
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ry�
CL
2
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MANHOLE FRAME AND COVER
SEE STD, PLAN 401
ADJUSTMENT RINGS (2" MIN.)
SEE NOTE 6
MORTAR JOINT($) (3/8" MIN.)
SEE NOTE 5
CONE (ECCENTRIC)
RUBBER CASKETED JOINTS IN
ACCORDANCE WITH ASTM C-443
STEPS -- POLYPROPYLENE STEPS
SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
LADDER -POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX. PIPE SIZE - 'E`
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF,
NOTES:
L STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2, STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED,
3.CASTING SHALL BE PER STD. PLAN 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE,
5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED,
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATIONOF
ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY" BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED,
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING, CHANNELING,
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC—AROSHIELD OR
APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
B. RUBBER CASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE.
10, CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR—N--SEAL BOOTS OR
APPROVED EQUAL,
11., IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE.
IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
=-V
c� �T STD. PIAN — 400.1
PUBLIC WORKS STANDAR
DEPARTMENT D SANITARY MANHOLE
»
�IYSv SEPTEMBER 2011
HOLTHOLES - 3 PICS
EQUALLY SPACED 120'
APART €1N 23 1/16' (586mm)
IIIA B,C. (SEE DETAIL)
RENT >
SEWER
COVER & FRAME
PLAN VIEW
25` DIA.
(635mm7 1`
3/4' [25MMI
L19mr:)
B 3/4` 2 1/2'
-- 1222rin7 [64nm]
TYP
COVER SECTION VIEW
26 1/2' DIA_
(673mm)
25 1/4' DIA����
C641mm1 1 1/16'
1/4' (6mm) DIA (27nm)
NEOPRENE GASKET
Cl'3�2mn1
5/8' J 23 3/8' DIA CL. DPEN_„
C16mm7 C594mml
27 5/16' DIA
C694mml "
34 1/8' DEA
COVER BOTTOM VIEW
(3) BLT SOC, FALLEN HEAD)
5/8'-11 X 1.5 SS
RUBBER WASHER
EON BOLTING DETAIL
1/4'
[6mm7 C27mm1
vs. J
C3rmml
Iia=
CR3mml
GASKET GROOVE DETAIL
C867mm) NOTES'
FRAME SECTION VIEW t. ALL COVERS SHALL BE LOCKING LID PER EAST
JORDAN IRON WORKS INC. No. 3717CI OR EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER), SANITARY (SPECIFY
"SEWER"), OR WATER (SPECIFY "WATER").
Uti c,� PUBLIC WORKS S'I'D. PIAN — 401
DEPARTMENT
+, I+ MANHOLE FRAME AND COVER
!2
,���.o DECEMBER 2008
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
A PORTION OF THE NW 1/4, SE 1/4, SECTION 9, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
a] mwierml 01 am R-1 a -vis mm
RIM=3972- 399.75 CENTER
IE=39-1.16 8"
OUT) CHANNE
IE=3�fi 8"NEW)ELEV=3
s
s
27460
o�FS�/
SNAL
z:
o.
01/06/20151 N0.
TYPE 2-48"
NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT
CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL
NOTE,
EXISTING UTILITY L❑CATIONS SHOWN HEREON ARE
APPROXIMATE ONLY, IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
HORIZONTAL L❑CATION OF ALL EXISTING UNDERGROUND
UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATI❑N IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON, THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION,
CALL BEFORE YOU DIGI 8ll
RECORD DRAWING
INFORMATION ADDED BY
GE ODIMENSIONS, INC.
RE,PRESENTS THE RESULTS OF A SURVEY
CONDUCTED IN AUGUST, 2015
NOT TO SCALE
Z`—
'A
6' C',
48" MH 48"
6" MIN.5"MIN
24" MCN,
21" I.D.
54" MH 54'"
8" MIN, 5.5" MIN,
24" MIN. 1
24" 1.D.
60" MH 60"
8" MIN. 1 6" MIN,
42" MIN. 1
30" I.D.
NOTES:
L STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2, STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED,
3.CASTING SHALL BE PER STD. PLAN 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE,
5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED,
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATIONOF
ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY" BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED,
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING, CHANNELING,
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC—AROSHIELD OR
APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
B. RUBBER CASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE.
10, CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR—N--SEAL BOOTS OR
APPROVED EQUAL,
11., IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE.
IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
=-V
c� �T STD. PIAN — 400.1
PUBLIC WORKS STANDAR
DEPARTMENT D SANITARY MANHOLE
»
�IYSv SEPTEMBER 2011
HOLTHOLES - 3 PICS
EQUALLY SPACED 120'
APART €1N 23 1/16' (586mm)
IIIA B,C. (SEE DETAIL)
RENT >
SEWER
COVER & FRAME
PLAN VIEW
25` DIA.
(635mm7 1`
3/4' [25MMI
L19mr:)
B 3/4` 2 1/2'
-- 1222rin7 [64nm]
TYP
COVER SECTION VIEW
26 1/2' DIA_
(673mm)
25 1/4' DIA����
C641mm1 1 1/16'
1/4' (6mm) DIA (27nm)
NEOPRENE GASKET
Cl'3�2mn1
5/8' J 23 3/8' DIA CL. DPEN_„
C16mm7 C594mml
27 5/16' DIA
C694mml "
34 1/8' DEA
COVER BOTTOM VIEW
(3) BLT SOC, FALLEN HEAD)
5/8'-11 X 1.5 SS
RUBBER WASHER
EON BOLTING DETAIL
1/4'
[6mm7 C27mm1
vs. J
C3rmml
Iia=
CR3mml
GASKET GROOVE DETAIL
C867mm) NOTES'
FRAME SECTION VIEW t. ALL COVERS SHALL BE LOCKING LID PER EAST
JORDAN IRON WORKS INC. No. 3717CI OR EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER), SANITARY (SPECIFY
"SEWER"), OR WATER (SPECIFY "WATER").
Uti c,� PUBLIC WORKS S'I'D. PIAN — 401
DEPARTMENT
+, I+ MANHOLE FRAME AND COVER
!2
,���.o DECEMBER 2008
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
A PORTION OF THE NW 1/4, SE 1/4, SECTION 9, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
a] mwierml 01 am R-1 a -vis mm
RIM=3972- 399.75 CENTER
IE=39-1.16 8"
OUT) CHANNE
IE=3�fi 8"NEW)ELEV=3
s
s
27460
o�FS�/
SNAL
z:
o.
01/06/20151 N0.
TYPE 2-48"
NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT
CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL
NOTE,
EXISTING UTILITY L❑CATIONS SHOWN HEREON ARE
APPROXIMATE ONLY, IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
HORIZONTAL L❑CATION OF ALL EXISTING UNDERGROUND
UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATI❑N IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON, THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION,
CALL BEFORE YOU DIGI 8ll
RECORD DRAWING
INFORMATION ADDED BY
GE ODIMENSIONS, INC.
RE,PRESENTS THE RESULTS OF A SURVEY
CONDUCTED IN AUGUST, 2015
SITE SURVEY & MAPPING SCALE
DESIGNED:
D.L. OFFS, P.E.
DRAWN:
D.L. OFFS, P.E.
CHECKED:
__[____REVISION BY DATE APPR APPRovED:
HORIZONTAL- RTICAL, NAVD 1988
SCALE NAD 1983/1991
ONE INCH #DAT M
AT FULL SCALE
IF NOT ONE INCH
SCALE 'ACCORDINGLY
- CITY OF'
RENTON
Planning/Building/Public Works Dept.
RECEIVED
OCT 2 3 2015
CITY OF RENTON
PLANNING DIVISION
GRAPHIC SCALE
0 15 30 60
1 inch = JO feet
RECOMMENDED FOR APPROVAL
By, Dater
Byl Date,
Byl Dater
Byl Date,
NE 7th NORTH PHASE 2 01/06/2015
SCOTT DONOGH HOMES, INC. FIELDBOOK:
PAGE
SANITARY SEWER PLAN & PROFILE DRAWING NO:
3518 NE 7th Street
SHEET. 8 OF. 13
SEWER
Z`—
to
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. . . . .
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395
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395
SSMH#2, ;TYPE
2-48"'
µ
RIM=494 402.98 CENTER OF
390
;
;
IE94, 8"
OUT) CHANNEL
390
SSMH 1•,' TYPE
.2—.48, . . . . . . . . . . . . ,
. . . . . • • IE— — °�Q;• 6'
I -N) hLEV='396.23.
.
RIM -400.26 400.15
EX. SSMH
RIM=;99.72 399.75
IE=494.x, 8"
IE---��, 8"(IN)
OUT) CENTER OF
CHANNEL
IE=6, 8" OUT)
48LF
ELEV=393.70;
IE=391.26, 8" NEW)
4 ikF
8" PVC SS®S=
. . .
CENTER OF
.5:19%
;
CHANNEL 40+0'0
.41 +00
42.-i-QO
ELEV=391.20
SITE SURVEY & MAPPING SCALE
DESIGNED:
D.L. OFFS, P.E.
DRAWN:
D.L. OFFS, P.E.
CHECKED:
__[____REVISION BY DATE APPR APPRovED:
HORIZONTAL- RTICAL, NAVD 1988
SCALE NAD 1983/1991
ONE INCH #DAT M
AT FULL SCALE
IF NOT ONE INCH
SCALE 'ACCORDINGLY
- CITY OF'
RENTON
Planning/Building/Public Works Dept.
RECEIVED
OCT 2 3 2015
CITY OF RENTON
PLANNING DIVISION
GRAPHIC SCALE
0 15 30 60
1 inch = JO feet
RECOMMENDED FOR APPROVAL
By, Dater
Byl Date,
Byl Dater
Byl Date,
NE 7th NORTH PHASE 2 01/06/2015
SCOTT DONOGH HOMES, INC. FIELDBOOK:
PAGE
SANITARY SEWER PLAN & PROFILE DRAWING NO:
3518 NE 7th Street
SHEET. 8 OF. 13
SEWER
FX15MC, TRFF TO CSF F\F1"AINFR (TICAL
FPONTYA1?b VTF5, TWICAL, INSTALL Ai TM OF
PUILPING pFpMIT
FXI5TIN6 TPFF TO CSF 1?FTAINW, TTICAL
51MAW LANb5CAFIN6 AGAINST PUPLIC 5TpFFT, 50P
LAWN WITH 4' 1 prrtH OF NM TOP501 L INSTALL AT
TM OF PUILPING MWIT
LANn5CAPIN6 TO PF IW ALLFb A5 pApf
OF FLAT IMFP\OVFMFNT5
FLANT 5CH PULF
POrANICAI. NAMI; COMMON NAME Q11' 51Z� pFMAI?KS
yyyyyyy Lawn
2" MAX;
FF5
DRAFTING BY:
INSTALL "TREE BOOT" OR---\
DATE:
"ARBORGARD" IN LAWN AREAS.
13eW jacquemontP`—
Jacquemonbi Birch
'5
X PLANT TREE 1"-2" HIGHER —
Acer freeman ' Autumn C l aze'
Maple
2
r
Trus callergana 'Capital'*-
Flowerinq pear
3
X
:LXX
Acer circinatum*-
Vine Maple
2
4 TOTAL L0'1'5 X 2 TP\F�5/ LOQ" MINIMUM - 8 TP\fF5 PWUIPFI9
*-Considered JroughL tolerant in Pacific Northwest once e5tabl
ished
5NPUP5 and GFOIJNP COVFP
nV
Viburnum davidii*
bavid Viburnum
10
Mel ictotrichon 5empervirens*-
Blue Oat Grass
5
ArctostaphglIos uva-ursi*-
KInnikinnik
90
yyyyyyy Lawn
2" MAX;
SPECIFIED PLANTING SOIL -
UNDISTURBED GROUND —
12" MIN. FOR WOOD –
STAKES & 18" FOR REBAR
2 gallon
2 gallon
gallon
Full and Matchinq
Full and Matchinq
Full and Matchinq
Full and Matchinq
Full and Matchinq
Full and Matchinq
full and Matchinq/
FIant,5011 O'C'
M
a S
STATE OF
WASHINGTO
E D
LAND H ECT
z �o
JEFF M. VAR EY Q
CERTIFICATE No. 774 Cn
V)
V)
�ca
PRUNE DISEASED AND
BROKEN BRANCHES
CHAIN-LOK TIES
REMOVE BINDING TWINE & TOP
1/3 OF BURLAP.
2" SETTLED DEPTH WITH SPECIFIED MULCH
FERTILIZER TABLETS
(4-21 GRAM -20-10-5)
ROOT DEFLECTOR FOR TREES
ADJACENT TO SIDEWALKS
SCARIFY PLANTING PIT
✓6 SIDES AND BOTTOM
6" DEEP, FIRM, NATIVE
SOIL MOUND
2x ROOTBALL WIDTH _I—IN HEAVY SOILS, AUGER 8"x6' DEEP
HOLE (OR THROUGH HARDPAN) FILL
WITH CRUSHED ROCK. VERIFY GOOD
DRAINAGE PRIOR TO PLANTING.
NOTE: DO NOT PIERCE TREE ROOTBALL WITH TREE STAKES
DECIDUOUS TREE PLANTING & STAKING DETAIL
LANP5CAF� NODS
1 . CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER
SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK.
2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR
IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1-800-424-5555
3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE
BY OWNER.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS
UTILIZING ON—CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS
SPECIFIED BELOW IN THESE NOTES.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON
THE DRAWINGS.
6. SUBGRADE IS TO BE WITHIN 1/10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL
CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER.
7. 4" DEPTH NEW TOPSOIL IN NEW BEDS SHOWN. ROTOTILL INTO TOP 6" OF SOIL.
8, ALL BEDS TO RECEIVE A MINIMUM OF 2" FINE FIR BARK.
9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS.
10. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY
REPLACEMENTS MADE AT ONCE.
A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES
OR VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL
PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY
UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT.
B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS
SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF
DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL
MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER.
11. NO PERMANENT IRRIGATION SYSTEM IS PROPOSED. TREES LOCATED ON THE PROPOSED LOTS WILL BE IRRIGATED BY FUTURE
HOMEOWNERS. LANDSCAPE STRIP PLANT MATERIAL IS CONSIDERED 100% DROUGHT TOLERANT AND SHALL BE PROVIDED TEMPORARY
IRRIGATION FOR THE FIRST TWO (2) YEARS.
12. HOME BUILDER SHALL BE RESPONSIBLE FOR INSTALLING PROPOSED LOT TREES UPON COMPLETION OF THE PROPOSED HOMES.
STREETSCAPE PLANT MATERIAL SHALL BE INSTALLED BY DEVELOPER.
NOT TO SCALE
RECEIVED
OCT 2 3 2015
CITY OF RENTON
PLANNING DIVISION
RECOMMENDED FOR APPROVAL
By: Date:
EA
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Date:
Date:
0 20 40 80
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DESIGNER:
SPECIFIED TREE STAKE(S)
DRAFTING BY:
INSTALL "TREE BOOT" OR---\
DATE:
"ARBORGARD" IN LAWN AREAS.
w�
AS SHOWN
X PLANT TREE 1"-2" HIGHER —
THAN IN NURSERY
N
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a WATERING BASIN
SPECIFIED PLANTING SOIL -
UNDISTURBED GROUND —
12" MIN. FOR WOOD –
STAKES & 18" FOR REBAR
2 gallon
2 gallon
gallon
Full and Matchinq
Full and Matchinq
Full and Matchinq
Full and Matchinq
Full and Matchinq
Full and Matchinq
full and Matchinq/
FIant,5011 O'C'
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STATE OF
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JEFF M. VAR EY Q
CERTIFICATE No. 774 Cn
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PRUNE DISEASED AND
BROKEN BRANCHES
CHAIN-LOK TIES
REMOVE BINDING TWINE & TOP
1/3 OF BURLAP.
2" SETTLED DEPTH WITH SPECIFIED MULCH
FERTILIZER TABLETS
(4-21 GRAM -20-10-5)
ROOT DEFLECTOR FOR TREES
ADJACENT TO SIDEWALKS
SCARIFY PLANTING PIT
✓6 SIDES AND BOTTOM
6" DEEP, FIRM, NATIVE
SOIL MOUND
2x ROOTBALL WIDTH _I—IN HEAVY SOILS, AUGER 8"x6' DEEP
HOLE (OR THROUGH HARDPAN) FILL
WITH CRUSHED ROCK. VERIFY GOOD
DRAINAGE PRIOR TO PLANTING.
NOTE: DO NOT PIERCE TREE ROOTBALL WITH TREE STAKES
DECIDUOUS TREE PLANTING & STAKING DETAIL
LANP5CAF� NODS
1 . CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER
SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK.
2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR
IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1-800-424-5555
3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE
BY OWNER.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS
UTILIZING ON—CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS
SPECIFIED BELOW IN THESE NOTES.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON
THE DRAWINGS.
6. SUBGRADE IS TO BE WITHIN 1/10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL
CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER.
7. 4" DEPTH NEW TOPSOIL IN NEW BEDS SHOWN. ROTOTILL INTO TOP 6" OF SOIL.
8, ALL BEDS TO RECEIVE A MINIMUM OF 2" FINE FIR BARK.
9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS.
10. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY
REPLACEMENTS MADE AT ONCE.
A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES
OR VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL
PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY
UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT.
B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS
SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF
DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL
MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER.
11. NO PERMANENT IRRIGATION SYSTEM IS PROPOSED. TREES LOCATED ON THE PROPOSED LOTS WILL BE IRRIGATED BY FUTURE
HOMEOWNERS. LANDSCAPE STRIP PLANT MATERIAL IS CONSIDERED 100% DROUGHT TOLERANT AND SHALL BE PROVIDED TEMPORARY
IRRIGATION FOR THE FIRST TWO (2) YEARS.
12. HOME BUILDER SHALL BE RESPONSIBLE FOR INSTALLING PROPOSED LOT TREES UPON COMPLETION OF THE PROPOSED HOMES.
STREETSCAPE PLANT MATERIAL SHALL BE INSTALLED BY DEVELOPER.
NOT TO SCALE
RECEIVED
OCT 2 3 2015
CITY OF RENTON
PLANNING DIVISION
RECOMMENDED FOR APPROVAL
By: Date:
EA
Ro
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Date:
Date:
Date:
0 20 40 80
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DESIGNER:
JMV
DRAFTING BY:
JMV
DATE:
6.30.14
SCALE:
AS SHOWN
L-01
SHEET 1 2 OF 13
__ - __ _--111 ---- — _�- , — -7 = , s�_
CITY OF RENTON
SHORT PLAT
LUA14-000868, SH PL -A
LN D-
OWNER'S DECLARATION
NE 7TH STREET, PHASE 2
A PORTION OF THE NW 1/4 OF THE SE 1/4, SEC. 9, T 23N, R SE, W.M.
KNOW ALL PEOPLE BY THESE PRESENTS THAT I, THE UNDERSIGNED OWNER OF INTEREST IN THE LAND HEREBY SUBDIVIDED,
HEREBY DECLARE THIS 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.
IN WITNESS WHEREOF I HAVE SET MY HAND AND SEAL.
SCOTT DONOGH HOMES, INC. ITS: DATE
ACKNOWLEDGMENTS
STATE OF WASHINGTON )
)SS
COUNTY OF )
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT
IS THE PERSON WHO APPEARED BEFORE ME, AND SAID
PERSON ACKNOWLEDGED THAT HE SIGNED THIS INSTRUMENT, ON OATH
STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND
ACKNOWLEDGED IT AS THE _ OF SCOTT DONOGH HOMES, INC.
TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND
PURPOSES MENTIONED IN THE INSTRUMENT.
DATE:
NOTARY PUBLIC IN AND FOR THE STATE
PRINT NAME:___________________
RESIDING AT___________________.
MY COMMISSION EXPIRES:
CITY OF RENTON APPROVALS
EXAMINED AND APPROVE ON THIS __— DAY OF ---------- 2015.
ADMINISTRATOR PUBLIC WORKS
KING COUNTY DEPARTMENT OF ASSESSMENTS
EXAMINED AND APPROVED THIS DAY OF --------- 2015.
KING COUNTY ASSESSOR
DEPUTY COUNTY ASSESSOR
TAX ACCT NO. 801110-0055
RECORDER'S CERTIFICATE
FILED FOR RECORD THIS_____ DAY OF______, 2015. AT M.
IN BOOK____ OF SURVEYS. AT PAGE___, AT THE REQUEST
OF GEODIMENSIONS, INC.
MANAGER
SUPT. OF RECORDS
ORIGINAL LEGAL DESCRIPTION
LOT 11, BLOCK 1, STEWART'S HIGHLAND ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED
IN VOLUME 43 OF PLATS, PAGE 17, RECORDS OF KING COUNTY WASHINGTON.
CONDITIONS OF APPROVAL:
1. A DEMOLITION PERMIT SHALL BE OBTAINED AND ALL INSPECTIONS A APPROVALS COMPLETED FOR
THE REMOVAL OF THE EXISTING SINGLE FAMILY HOME AND ACESSORY STRUCTURES PRIOR TO SHORT
PLAT RECORDING.
2. ACCESS TO LOT 1 SHALL BE FROM THE PRIVATE ROAD (PIERCE AVENUE NE.)
3. THE APPLICANT SHALL BE REQUIRED TO RECORD AN ACCESS EASEMENT FOR THE BENEFIT OF LOTS
1-4, THE ACCESS EASEMENT SHALL BE RECORDED PRIOR TO, OR CONCURRENT WITH THE RECORDING
OF THE SHORT PLAT.
DECLARATION OF COVENANT:
T' -,E OWNER OF LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FOR THE BENEFITS TO ACCRUE
FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE BENEFICIAL
INTEREST IN THE NEW EASEMENTS SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUTURE
PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISION THEREOF. THE COVENANT SHALL RUN WITH THE
LAND AS SHOWN ON THIS SHORT PLAT.
NEW PRIVATE EASEMENT FOR INGRESS, EGRESS & UTILITIES
MAINTENANCE AGREEMENT
THE OWNERS OF LOTS 1-4 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND
RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE ACCESS AND UTILITY EASEMENTS AND
APPURTENANCES. THESE APPURTENANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR
AND MAINTENANCE OF THE PRIVATE ACCESS ROADS/DRIVEWAYS, DRAINAGE PIPES, AND STORM WATER
QUALITY AND/OR DETENTION FACILITIES WITHIN SAID EASEMENT(S), 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 PAVEMENT IN THE ACCESS EASEMENT IS
PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. THE PRIVATE ROAD IS TO REMAIN
r'_EN FOR EMERGENCY AND PUBLIC SERVICE VEHICLES AT AL.I— TIMES.
SURVEYOR'S CERTIFICATE
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR
UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS
OF THE SURVEY RECORDING ACT AT THE REQUEST OF DONOGH HOMES, INC.
MARK A. BORYS. CERTIFICATE NO. 46876 DATE
VICINITY MAP
NOT TO SCALE
RECEIVEL)
OCT 232015
City OF RENT01V
PLONING DIVISI+OU
REFERENCES
(R1) CITY OF RENTON SHORT PLAT LUA-03-067 SHPL, VOLUME 178, PG.S
111-112, RECORDS OF KING COUNTY, WASHINGTON.
(R2) ALBERT BALCH'S PRESIDENT PARK NO. 6, VOL. 52 OF PLATS, PG. 79,
RECORDS OF KING COUNTY, WASHINGTON.
(R3) ALBERT BALCH'S PRESIDENT PARK NO. 8, VOL. 54 OF PLATS, PG. 27,
RECORDS OF KING COUNTY, WASHINGTON.
(R4) CITY OF RENTON SHORT PLAT LUA-13-001131, VOLUME 314, PG 262,
RECORDS OF KING COUNTY, WASHINGTON.
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SHORT PLAT
LUA14-000868, SH PL -A
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N 88°47'14" W 95.94' (96.00' P)
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INSTRUMENTATION FOR THIS SURVEY WAS A TRIMBLE ELECTRONIC DISTANCE MEASURING UNIT. ®
PROCEDURES USED IN THIS SURVEY WERE DIRECT AND REVERSE ANGLES, NO CORRECTION _
NECESSARY. MEETS STATE STANDARDS SET BY WAC 332-130-090. V)
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REFERENCES:
(R1) CITY OF RENTON SHORT PLAT LUA-03-067 SHPL, VOLUME 178, PG.S 111-112, RECORDS
OF KING COUNTY, WASHINGTON.
(R2) ALBERT BALCH'S PRESIDENT PARK NO. 6, VOL. 52 OF PLATS, PG. 79, RECORDS OF KING
COUNTY, WASHINGTON. o °"
(R3) ALBERT BALCH'S PRESIDENT PARK NO. 8, VOL. 54 OF PLATS, PG. 27, RECORDS OF KING v `
COUNTY, WASHINGTON.
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(R4) CITY OF RENTON SHORT PLAT LUA-13-001131, VOLUME 314, PG 262, RECORDS OF KING
COUNTY, WASHINGTON. 'E51
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LOT AREAS LOT ADDRESSES
LOT 1 = 6,717 SF GROSS, 4,896 NET LOT 1 704 PIERCE AVENUE NE rws.
LOT 2 = 6,237 SF GROSS, 4,416 NET LOT 2 710 PIERCE AVENUE NE
LOT 3 = 7,868 SF GROSS, 4,848 NET LOT 3 716 PIERCE AVENUE NE
LOT 4 = 7,855 SF GROSS LOT 4 720 PIERCE AVENUE NE
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DN 0.4', VISITED 3/25/15 DN 0.4', VISITED 3/25/15
NE 8TH STREET
N 38'44'A4" IN
398.85' (R2)
(398.86' MEAS.) 91'28'50" rry
95.94'
SET REBAR & CAP #46876
(R 2) N a
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SET REBAR &CAP
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#46876
SET REBAR & CAP #46876
NE 7TH STREET
OFFSET 2.0' S.
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METHOD OF SURVEY: r.
INSTRUMENTATION FOR THIS SURVEY WAS A TRIMBLE ELECTRONIC DISTANCE MEASURING UNIT. ®
PROCEDURES USED IN THIS SURVEY WERE DIRECT AND REVERSE ANGLES, NO CORRECTION _
NECESSARY. MEETS STATE STANDARDS SET BY WAC 332-130-090. V)
1
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BASIS OF BEARINGS: �L) y 0
{v €,,
PER CITY OF RENTON SURVEY NETWORK sv
CENTERLINE OF NE 4TH STREET BEARS S89°06'06"E BETWEEN MONUMENTS #1502 AND #1502%
REFERENCES:
(R1) CITY OF RENTON SHORT PLAT LUA-03-067 SHPL, VOLUME 178, PG.S 111-112, RECORDS
OF KING COUNTY, WASHINGTON.
(R2) ALBERT BALCH'S PRESIDENT PARK NO. 6, VOL. 52 OF PLATS, PG. 79, RECORDS OF KING
COUNTY, WASHINGTON. o °"
(R3) ALBERT BALCH'S PRESIDENT PARK NO. 8, VOL. 54 OF PLATS, PG. 27, RECORDS OF KING v `
COUNTY, WASHINGTON.
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(R4) CITY OF RENTON SHORT PLAT LUA-13-001131, VOLUME 314, PG 262, RECORDS OF KING
COUNTY, WASHINGTON. 'E51
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LOT AREAS LOT ADDRESSES
LOT 1 = 6,717 SF GROSS, 4,896 NET LOT 1 704 PIERCE AVENUE NE rws.
LOT 2 = 6,237 SF GROSS, 4,416 NET LOT 2 710 PIERCE AVENUE NE
LOT 3 = 7,868 SF GROSS, 4,848 NET LOT 3 716 PIERCE AVENUE NE
LOT 4 = 7,855 SF GROSS LOT 4 720 PIERCE AVENUE NE
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FD CONC MON W/BRASS PIN FD CONC MON W/BRASS PIN
DN 0.4', VISITED 3/25/15 DN 0.4', VISITED 3/25/15
NE 8TH STREET
N 38'44'A4" IN
398.85' (R2)
(398.86' MEAS.) 91'28'50" rry
*,
t It t t 416.48'
N 88'49'08" W 1318.09' (1318.67' P) (1318.15' R1)
R/W NE 7TH STREET FD CONC MON W/BRASS PIN
FD CONC MON W/BRASS PIN DN 0.2', VISITED 3/25/15
DN 0.2', VISITED 3/25/15
FD CONC MON W/BRASS DISC
DN 0.4', VISITED 3/25/15
CITY OR RENTON PT #1502
N: 181109.402
E: 1308748.928
2648.07' (MEAS.)
NE 4TH STREET
S 89'06'06" E
BASIS OF BEARINGS
PER CITY MONUMENTS #1502 AND #1503
CONTROL MAP
SCALE: 1" = 150'
FD CONC MON W/BRASS DISC RECEIV
DN 0.6', VISITED 3/25/15
CITY OR RENTON PT #1503
N: 181067.882 j 2 3 2015
E: 1311396.661
VCITY OF RENTON
PLANNING DIVISION
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R/W NE 7TH STREET FD CONC MON W/BRASS PIN
FD CONC MON W/BRASS PIN DN 0.2', VISITED 3/25/15
DN 0.2', VISITED 3/25/15
FD CONC MON W/BRASS DISC
DN 0.4', VISITED 3/25/15
CITY OR RENTON PT #1502
N: 181109.402
E: 1308748.928
2648.07' (MEAS.)
NE 4TH STREET
S 89'06'06" E
BASIS OF BEARINGS
PER CITY MONUMENTS #1502 AND #1503
CONTROL MAP
SCALE: 1" = 150'
FD CONC MON W/BRASS DISC RECEIV
DN 0.6', VISITED 3/25/15
CITY OR RENTON PT #1503
N: 181067.882 j 2 3 2015
E: 1311396.661
VCITY OF RENTON
PLANNING DIVISION
JOB NO.: 150135
DATE: 10/15/15
DRAFTED BY: TLR
1601194111 - emu'
SCALE: 1 " = 30'
2 OF 2
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DATE: 10/15/15
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2 OF 2
ALTERATION OF
CITY OF RENTON SHORT PLAT
LUA14-000868, SHPL-A
NE 7TH STREET, PHASE 2 ALTERATION
A PORTION OF THE NW 1/4 OF THE SE 1/4, SEC. 9, T 23N, R 5E, W.M.
ALTERATION:
THIS IS AN ALTERATION TO THE CITY OF RENTON SHORT PLAT LUA14-000868, RECORDED
UNDER AFN 20160205900021, RECORDS OF KING COUNTY, VOLUME 338, PAGES 8-9.
THE SECTION ENTITLED "NEW PRIVATE EASEMENT FOR INGRESS, EGRESS & UTILITIES
MAINTENANCE AGREEMENT" ON PAGE 1 OF THE HEREIN REFERENCED SHORT PLAT HAS BEEN
MODIFIED AS SHOWN BELOW,
OWNER'S DECLARATION
KNOW ALL PEOPLE BY THESE PRESENTS THAT I, THE UNDERSIGNED OWNER OF INTEREST IN THE LAND HEREBY SUBDIVIDED,
HEREBY DECLARE THIS 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.
IN WITNESS WHEREOF I HAVE SET MY HAND AND SEAL.
SCOTT DONOGH HOMES, INC. ITS:
ACKNOWLEDGMENTS
STATE OF WASHINGTON )
)ss
COUNTY OF )
DATE
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT
-------------- IS THE PERSON WHO APPEARED BEFORE ME, AND SAID
PERSON ACKNOWLEDGED THAT HE SIGNED THIS INSTRUMENT, ON OATH
STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND
ACKNOWLEDGED IT AS THE ------------- OF SCOTT DONOGH HOMES, INC.
TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND
PURPOSES MENTIONED IN THE INSTRUMENT.
DATE:
NOTARY PUBLIC IN AND FOR THE STATE
�i PRINT NAME: -
RESIDING AT
MY COMMISSION EXPIRES:
CITY OF RENTON APPROVALS
EXAMINED AND APPROVE ON THIS __- DAY OF ---------- 2016.
ADMINISTRATOR PUBLIC WORKS
KING COUNTY DEPARTMENT OF ASSESSMENTS
EXAMINED AND APPROVED THIS ___ DAY OF ------ - 2016.
KING COUNTY ASSESSOR
DEPUTY COUNTY ASSESSOR
TAX ACCT NO. 801110-0055
RECORDER'S CERTIFICATE
FILED FOR RECORD THIS__ DAY OF __, 2016. AT M.
IN BOOK__ OF SURVEYS. AT PAGE , AT THE REQUEST
OF TERRANE, INC.
MANAGER
SUPT. OF RECORDS
ORIGINAL LEGAL DESCRIPTION
LOT 11, BLOCK 1, STEWART'S HIGHLAND ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME
43 OF PLATS, PAGE 17, RECORDS OF KING COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
CONDITIONS OF APPROVAL:
1. A DEMOLITION PERMIT SHALL BE OBTAINED AND ALL INSPECTIONS A APPROVALS COMPLETED FOR THE REMOVAL
OF THE EXISTING SINGLE FAMILY HOME AND ACESSORY STRUCTURES PRIOR TO SHORT PLAT RECORDING.
2. ACCESS TO LOT 1 SHALL BE FROM THE PRIVATE ROAD (PIERCE AVENUE NE.)
3. THE APPLICANT SHALL BE REQUIRED TO RECORD AN ACCESS EASEMENT FOR THE BENEFIT OF LOTS 1-4, THE
ACCESS EASEMENT SHALL BE RECORDED PRIOR TO, OR CONCURRENT WITH THE RECORDING OF THE SHORT PLAT.
DECLARATION OF COVENANT:
THE OWNER OF LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FOR THE BENEFITS TO ACCRUE FROM THIS
SUBDIVISION, BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW
EASEMENTS SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY
SUBDIVISION THEREOF. THE COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT.
DECLARATION OF COVENANT REG. NO. 20160205001041
NEW PRIVATE EASEMENT FOR INGRESS, EGRESS & UTILITIES
MAINTENANCE AGREEMENT
TI IE OWNERS LOTS 1-4 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE
RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE ACCESS AND UTILITY EASEMENTS AND APPURTENANCES.
THESE APPURTENANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE
PRIVATE ACCESS ROADS/DRIVEWAYS, DRAINAGE PIPES, AND STORM WATER QUALITY AND/OR DETENTION FACILITIES
WITHIN SAID EASEMENT(S), 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 PAVEMENT IN
THE ACCESS EASEMENT IS PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. THE PRIVATE ROAD
IS TO REMAIN OPEN FOR EMERGENCY AND PUBLIC SERVICE VEHICLES AT ALL TIMES.
SURVEYOR'S CERTIFICATE
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR
UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS
OF THE SURVEY RECORDING ACT AT THE REQUEST OF DONOGH HOMES, INC.
MARK A. BORYS.
11/22/16
CATE NO. 46876 DATE
VICINITY MAP
NOT TO SCALE
NOV L 3 2016
F
SHPL, VOLUME 178, PG.S
DATE:
11/21/16
111-112, RECORDS OF KING COUNTY, WASHINGTON.
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(R2) ALBERT BALCH'S PRESIDENT PARK NO.
6, VOL. 52 OF PLATS, PG. 79,
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(R3) ALBERT BALCH'S PRESIDENT PARK NO.
8, VOL. 54 OF PLATS, PG. 27,
CHECKED
BY: MAB
RECORDS OF KING COUNTY, WASHINGTON.
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(R4) CITY OF RENTON SHORT PLAT LUA-13-001131,
VOLUME 314, PG 262,
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DATE:
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(R2) ALBERT BALCH'S PRESIDENT PARK NO.
6, VOL. 52 OF PLATS, PG. 79,
DRAFTED
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RECORDS OF KING COUNTY, WASHINGTON.
(R3) ALBERT BALCH'S PRESIDENT PARK NO.
8, VOL. 54 OF PLATS, PG. 27,
CHECKED
BY: MAB
RECORDS OF KING COUNTY, WASHINGTON.
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(R4) CITY OF RENTON SHORT PLAT LUA-13-001131,
VOLUME 314, PG 262,
SCALE:
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REFERENCES I JOB NO.: ,suras
(R1) CITY OF RENTON SHORT PLAT LUA-03-067
SHPL, VOLUME 178, PG.S
DATE:
11/21/16
111-112, RECORDS OF KING COUNTY, WASHINGTON.
(R2) ALBERT BALCH'S PRESIDENT PARK NO.
6, VOL. 52 OF PLATS, PG. 79,
DRAFTED
BY: TLR
RECORDS OF KING COUNTY, WASHINGTON.
(R3) ALBERT BALCH'S PRESIDENT PARK NO.
8, VOL. 54 OF PLATS, PG. 27,
CHECKED
BY: MAB
RECORDS OF KING COUNTY, WASHINGTON.
(R4) CITY OF RENTON SHORT PLAT LUA-13-001131,
VOLUME 314, PG 262,
SCALE:
1 " = I$$
RECORDS OF KING COUNTY, WASHINGTON.
1
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