HomeMy WebLinkAboutLUA-15-000766_Large Formatof Ren ton
Short Plat
City
Syrbu Ill
CITY OF RENTON APPROVALS: KING COUNTY DEPARTMENT OF ASSESSMENTS
Examined and approved this ____ day of ___ , 20____ Examined and approved this ____ day of ___ , 20 ___ _
LAND USE ACTION NO. LUA15-000766
LAND RECORD NO. LND-20-0531
PUBLIC WORKS ADMINISTRATOR Assessor
Deputy Assessor
Account Number 7227800655
'-------------------------'----------------------OWNERS DECLARATION:
KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDERSIGNED OWNERS(S) OF
INTEREST IN THE LAND HEREIN DESCRIBED DO HEREBY MAKE A SHORT SUBDIVISION
THEREOF PURSUANT TO RCW 58.17.060 AND DECLARE THIS SHORT PLAT TO BE THE
GRAPHIC REPRESENTATION OF SAME AND THAT SAID SUBDIVISION IS MADE WITH THE
FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNER(S):
IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS:
VYACHESLAV SYRBU NATALYA SYRBU
STATE OF----------------)
) ss
COUNTY OF _____________ )
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT
SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE
AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE
INSTRUMENT.
DATED----------~
SIGNATURE OF
NOTARY PUBLIC --------
PRINTED NAME OF
NOTARY PUBLIC --------
,-,"-"·"TITLE-_;~-: _________ ,_,,. .... ,,._1'-"-:-.s4_-tih_"-'~_.-,~\1\A,.:;,~,~'>,;i,,;"C(,:;'•'..~.
MY APPOINTMENT EXPIRES ------
LEGAL DESCRIPTION
LOT 5, BLOCK 24, CORRECTED PLAT OF RENTON HIGHLANDS NO. 2,
ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 57, PAGES 92
THROUGH 98, INCLUSIVE, IN KING COUNTY, WASHINGTON.
PROPERTY NOTES
1. THE PROPERTY IS SUBJECT TO THE RIGHT OF THE PUBLIC TO MAKE NECESSARY
SLOPES FOR CUTS AND FILLS UPON SAID PREMISES IN THE REASONABLE ORIGINAL
GRADING OF STREETS, AVENUES, ALLEYS AND ROADS AS DEDICATED IN THE PLAT.
2. RESTRICTIVE COVENANT:
"EACH LOT IN THIS SHORT PLATS LIMITED TO ONE DWELLING UNIT PER LOT."
RECORDING NO. VOL./PAGE
PORTION OF
_1w_1 /4 of __ sw_1 /4, S._2._ __ T._23_N., R._~_E., W.M.
and _N\Y._1/4 of_S~1/4, s._J_ T.l~N., R._~E., W.M.
VICINITY
nts
NE 9TH ST
STA TE OF ________________ )
) ss
COUNTY OF _______________ )
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT
SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) 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 ------
RECORDER'S CERTIFICATE ................... . L .. AND SURVEYOR'S CERTIFICATE
filed for record this ........... day of ......... ,20 ....... at ...... M
in book .......... of ........ at page ......... at the request of
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 ........... , 20 ....... .
Mgr. Supt. of Records Certificate No.
SURVEY FOR:
Natalya and Vyacheslav Syrbu
P.O. Box 2251
RENTON, WA. 98056
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NE 4TH ST
SCHROETER~LAND SURVEYING
PROFESSIONAL LAND SURVEYORS
P.O. Box 813, Seohurst, 'w'oshlngton 98062 <206) 242-6621 FAX (206)243-967
DWN. BY
law
DATE 10/7/08 JOB NO. 541/22
DATE' FIELD 10 / 4 /08 PROJECT NO. 08086sp
CHKD. BY
Revised 10 /17 /16
SHEET 1 2
OF
City of Renton
Syrou Ill Short Plat -{) ----
' .,.--SEE DETAIL "NORTHEAST
V BLOCK CORNER"
=-=~-m~Found 3/4" bridge spike in
visited
RECORDING NO. VOL./PAGE
LAND USE ACTION NO. LUA 15-000766
LAND RECORD NO. LND-20-0531
N.E. 6th Place
L()
N
asphalt roadway -
9/15/08
LOT AREAS
Total Lot = 9,635 s. f. ±
LOT 1 = 4,793 s.f. ±
SCALE: 1 inch = 30 ft. 111111 I
o 30' 60'
25' LOT 2 = 4,842 s. f. ± PORTION OF
30'
30'
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10
N88'59'00"W
102.5' (Pia_!_ -Held)
Existing
House
#619
a
4
chain link fence is 1.0'
west of set rebar w / cap
0
~ LOT 1 ~
-----
c.o Address #615 co
,....__ ~ s;1-New Lot Line s;1-~-:;::-0 v v~
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~0~1~--~~~~1~0~2~.5~0~.~-------~20
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Z ..,f N N Ol (.f)
01 r-.: Address #613 r-.:
s;f-s;f-
East end chain link\
chain link fence is 0.4~ . fence is on line
west of set rebar w/cap ~ \ /
~=="tT==-~~J,------~
chain link fence---.../
corner is 1.0' south
·-102.50' (P) ·
S88'59'01 "E(P) \
9 north edge concrete
driveway is 0.3' south
of se_t .~ebar w/cap
6
----
8
\
7
.---Found 2" brass disk w/"X"
stamped "LS23613-1994" in
concrete in case -visited
9/15/08
25'
Found 2" brass disk w/"X"
stamped "LS23613-1994" in
concrete in case -visited ~ \-------_JI
9/15/08 N.E. 5th Place
260.06' (m) 260.00' (Plat)
S88'59'30"E (m) S89'59'00"E (Plat)
S88'56'08"E (CITY OF RENTON (c))
.-N88'58'50"W (m)
80.15' (m) -so1 ·59' 4o"w(m) so1 ·01 ·oo"w (P)
6.93' (m) 6.94' (P)
LOT ADDRESSES _lW_1/4 of __ sw_1/4, S._g_ __ T._23_N., R._~_E., W.M.
LOT 1
LOT 2
-615 Index Ave. NE
613 Index Ave. NE
and _N\~_1 /4 of_S~J /4, S. _ _1_ T. 2~N., R._5_E., W.M.
DETAIL: NORTHEAST BLOCK CORNER
Found RR spike (bent southerly) in 4"
pipe riser @ intersection of Harrington
Ave. N.E. and N.E. 6th Place (visited set rebar w/cap in
gravel driveway 9/15/08 ) [ 25.00' S89'52'34"W(c) S89'5.1 '55"W(m)
260.06'(m) 260.05'(c)
lie--~~----------
Found 3/4" bridge spike in
asphalt roadway -visited
9/15/08
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0
125.00' (Plat -Held) -·
N88'59'00"W (Plat -Held)
LO N LO
\ S88'59'00"E N
N. E. 6th Place
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LEGEND
Concrete Monument in Case
set rebar w/cap #23604
SET Tack in Lead or Nail & Disk
® Found pipe or rebar
---PARCEL BOUNDARY & NEW LOT LINES
---STREET CENTERLINE
~OTHER PARCELS & EASEMENT LINES
,......_
+-'
0
N.f:. 6th street
SURVEY NOTES:
<t_ Street cen terl in e
? 0...
o 1. Field data for this survey was obtained by direct field a:: _____, en measurements. Angular and linear relationships were measured
~ I ·§ with a Topcon GTS225 theodolite and electronic measuring
I' 2 device, supplemented by a steel tape. Traverse methods used
~ llJ in performing this survey meets or exceeds the standards ,.,_
..-... 0 contained in WAC 332-130-090.
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NORTH
MERIDIAN PER CORRECTED PLAT OF RENTON
HIGHLANDS, VOL. 57 /92-98
West 1/4 corner Sec. 9, T23N, R5E, W.M.
City of Renton Mon. #398 (City of Renton
N 56022.410 E 398113.614)
Found 3/8" pin w/pm in concrete in case
visited 10/08
LLj I <:
TIE TO CITY OF m
RENTON CONTROL~
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__§, ~ 2. BASIS OF BEARING:
~ ~ HELD NORTH 01 '01 '00" EAST (REF. CORRECTED PLAT OF
en
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....... I.()
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0 r-.: w RENTON HIGHLANDS NO. 2, VOL. 57 /92-98), BETWEEN FOUND
~ ~ MONUMENTS AT NE 5TH PLACE/INDEX AVE NE.
....... p
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3. REFERENCES
CORRECTED PLAT OF RENTON HIGHLANDS NO. 2,
VOL. 57 /92-98.
RENTON SHORT PLAT VOL. 145/247
RENTON SHORT PLAT 157 /168
RENTON SHORT PLAT 239/127
RENTON SHORT PLAT VOL. 236/100
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S88.56'08"E (CITY OF RENTON)
S88'59'30"E (c)
980.32' (c)
N. E. 5th Place
Found 2" brass disk w/"X"
stamped "LS23613-1994" in
concrete in case -
Southwest corner Sec. 9, T23N, R5E, W.M\ 01
City of Renton Mon. #612 (N 55213.302 1 398098.887) Found 3/8" pin w/pm in ·
Found 2" brass disk w/"X"
stamped ''LS23613-1994" in
concrete[,ln (c:c{se"·, ~visited 9 /15 /08 • ec-, . •" ,. ' , .,
visited 9 /15 /08
concrete in case -visited 10 /08
SURVEY FOR:
Natalya and Vyacheslav Syrbu
P.O. Box 2251
RENTON, WA. 98056
OCT 21 2016
SCHROETER ~LAND
PROFESSIONAL LAND SURVEYORS
P,D, Box 813, Seo.hurst, 1,,/o.shlngton 98062 (206) 242-6621 FAX (206)243-96 7
DWN. BY DATE 10/7 /08 JOB NO. 541 /22
law
DATE FIELD 10/4/08 PROJECT NO. 08086sp ·
CHKD. BY SCALE SHEET
1" 30'
2
Revised 10/17 /16 = OF
----···----···
NO.
1
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LOT2
~-EXISTING FIR TO REMAIN;
SEE TREE PROTECTION
MEASURES THIS SHEET.
STREET FRONTAGE LANDSCAPE
1" = 10'-0" (CHECK SCALE BAR FOR ACCURACY)
TREE PROTECTION MEASURES
During Construction: Protection measures in this subsection shall apply for all trees that are to be retained. All of the
following tree protection measures shall apply:
a. Construction Storage Prohibited: The applicant may not fill, excavate, stack or store any equipment, dispose of any
materials, supplies or fluids, operate any equipment, install impervious surfaces, or compact the earth in any way
within the area defined by the drip llne of any tree to be retained.
b. Fenced Protection Area Required: Prior to development activities, the applicant shall erect and maintain six foot (6)
high chain link temporary construction fencing around the drip lines of all retained trees or at a distance surrounding
the tree equal to one and one quarter feet (1.25') for every one inch {1") of trunk caliper, whichever Is greater, or along
the perimeter of a tree protection tract. Placards shall be placed on fencing every fifty feet (50') indicating the words,
NO TRESPASSING Protected Trees," or on each side of the fencing if less than fifty feet (50"). Site access to
individually protected trees or groups of trees shall be fenced and signed. Individual trees shall be fenced on four {4)
sides. In addition, the applicant shall provide supervision whenever equipment or trucks are moving near trees.
c. Protection from Grade Changes: If the grade level adjoining to a tree to be retained is to be raised, the applicant shall
construct a dry rock wall or rock well around the tree. The diameter of this wall or well must be equal to the tree's drip
line.
d. Impervious Surfaces Prohibited within the Drip Line: The applicant may not install Impervious surface material within
the area defined by the drip line of any tree to be retained.
e. Restrictions on Grading within the Drip Lines of Retained Trees: The grade level around any tree to be retained may
not be lowered within the greater of the following areas: (i) the area defined by the drip line of the tree, or (ii) an area
around the tree equal to one and ofle half feet (1 1/2') in diameter for each one inch (1n) of tree caliper. A larger tree
protection zone based on tree size;·species, soil, or other conditions may be required. (Ord. 5676, 12 3 2012)
f. Mulch Layer Required: All areas within the required fencing shall be covered completely and evenly with a minimum of
three inches (3") of bark mulch prior to installaUon_pf the protective fencing. Exceptions may be approved if the mulch
will adveraely affect protected ground cover plants. (Ord. 5676, 12 3 2012)
g. Monitoring Required during Construction: The applicant shall retain a certified arborist or licensed landscape architect
to ensure trees are protected from development activities and/or to prune branches and roots, fertilize, and water as
appropriate for any trees and ground cover that are to be retained.
h. Alternative Protection: Alternative safeguards may be used if determined to provide equal or greater tree protection.
(Ord. 5676, 123 2012)
DATE REVISION BY REV prepared for:
7 .. 6 1ty Rev1s1on omments p
"'
l
prepared by:
contact: Jim Hanson
eccosDesignw:
eccosDesign
PLANTING LEGEND
Broadleaf Deciduous
Quantity
4 s~
Scientific Name
Amelanchier grandiflora 'Autumn Brilliance'
Common Name
Serviceberry
Conifer Evergreen
Quantity Symbol
1 * Grass
Quantity Symbol
4 '*
Scientific Name
EXISTING CONIFER
Scientific Name
Miscanthus sinensis 'Little Kitten'
Common Name
n/a
Common Name
Dwarf Maiden Grass
Ground Cover
Quantity
79
Perennial
Quantity
9
2
10
13
Shrub
Quantity
14
2
19
4
19
lawn
Quantity
Symbol
+ + + + + + M"" + + + + + lX+++++++
+ + + + t +
++++~t
Symbol
0
0
0
~
Symbol
0
{B
8 • 0
Symbol
Mix
Scientific Name
Arcostaphylos uva-ursi
Scientific Name
Bergenia cordifolia
Hemerocallis 'Pardon Me'
Hemerocallis 'Stella de Oro'
Sedum telephium 'Autumn Joy'
Scientific Name
Berberis thunbergii 'Crimson Pygmy'
Euonymus alatus 'Compactus'
Nandina domestica 'Nana'
Potentilla fruticosa
Spirea Japonica 'Little Princess'
Common Name
Kinnikinnick
Common Name
Heartleaf bergenia
Red Daylilly
Daylilly
Autumn Joy Sedum
Common Name
Crimson Pygmy
Dwarf Burning Bush
Harbour Dwarf Nandina
Bush cinquefoil
Little Princess Spirea
Scientific Name Common Name
Locally Grown Sod .. ~ as needed to repair site
TREE PROTECTION NOTES per RMC 4-4-130H.9
TO APPLY.
~'7""--GUYING APPARATUS:
HEAVY DUTY POLY CHAIN LOCK
, ~:~~~:~~;~:ip~:~ICAL, 8 FOOT, 3" ROUND r------LODGEPOLE PINE STAKES,
2 PER TREE
UNSCARRED AND DRIVEN INTO
UNDISTURBED SUBGRADE r-----2" DEPTH BARK MULCH
FERTILIZE ALL TREES WITH
APPROVED STARTER FERTILIZER
APPLIED AT MANUFACTURER'S
SUGGESTED RATES
PLANT TREE 1/2" HIGHER THAN
" DEPTH GROWN AT NURSERY.
4 TIMES ROOT BALL DIAMETER
TYPICAL PLANTING DETAILS
NO SCALE
Syrbu Ill Short Plat
MULCH
,---4" WATERING BASIN
SURROUNDING TREE
FINISH GRADE
PULL BURLAP OFF TOP 1/3
OFROOTBALL
EXISTING SUBGRADE
SCALES:
HORIZONTAL
Landscape Archi.tectun: and Phoning Index Ave NE VERTICAL Mowit Vernon, WA 98273
p. 360.419.7400 DESIGNED: £ 800.5082017
www.eccosdesign.com Renton, WA 98056 DRAWN:
CHECKED:
1" = 10'
N/A
PD
PD
PD
Code Name
AGab
Code Name
ET-EC
Code Name
MSlk
Code Name
Aruv
Code Name
Beco
Hpm
Hsdo
ATaj
Code Name
BTcp
EAbb
NadoN
Pofru
SJlp
Code Name
Planting Size
2"-Cal
Planting Size
Existing
Planting Size
1-Gal
Planting Size
1-Gal
Planting Size
1-Gal
1-Gal
1-Gal
1-Gal
Planting Size
1-Gal
2-Gal
2-Gal
2-Gal
2-Gal
Planting Size
NIA
o PLANT SHRUB 1/2" HIGHER
THAN DEPTH GROWN AT
NURSERY.
o FERTILIZE ALL PLANTS WITH
APPROVED STARTER FERTILIZER
APPLIED AT MANUFACTURER"$
SUGGESTED RATES
2TIMES
ROOTBALL DIA.
GENERAL NOTES
1. ALL WORK SHALL BE PERFORMED BY PERSONS FAMILIAR WITH THIS KIND OF WORK AND
, UNDER THE SUPERVISION OF A QUALIFIED FOREMAN.
2. ALL PLANT MATERIAL SIZES AND QUALITY TO CONFORM TO AMERICAN ASSOC. OF
NURSERYMEN, AMERICAN STANDARD FOR NURSERY STOCK, 2002.
3. PLANT LOCATIONS ON THE PLANS ARE DIAGRAMMATIC AND MAY BE SUBJECT TO ADJUSTMENT
IN THE FIELD BY THE LANDSCAPE CONTRACTOR.
4. ALL PLANT MATERIAL SHALL BE OF NURSERY STOCK AND SHALL BE OF THE TYPE, SIZE AND
CONDITION SPECIFIED. THE PLANT MATERIAL SHALL EXHIBIT NORMAL HABITS OF GROWTH FOR
THE SPECIES, SHALL HAVE BUDS INTACT AND SHALL BE FREE OF DISEASE, INSECTS, SCARS,
BRUISES, BREAKS, SEED AND WEED ROOTS.
5. SEE NOTES THIS SHEET FOR TOPSOIL DEPTH AND SPECIFICATION.
6. FINE BARK MULCH IS TO BE INSTALLED AT ALL NEW PLANTING AREAS WITH A MINIMUM OF 2
INCHES.
7. ALL PLANTING PITS TO HAVE SOIL AMENDED WITH A WETIING AGENT (TERA-WET OR EQUAL)
APPLIED AT MANUFACTURES RECOMMENDED RATE.
8. LANDSCAPE CONTRACTOR SHALL VERIFY LOCATION OF ALL SITE UTILITIES PRIOR TO
LANDSCAPE IMPLEMENTATION. PLANT LOCATIONS MAY BE ADJUSTED TO AVOID CONFLICT.
9. LANDSCAPE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT EXISTING
SITE IMPROVEMENTS, PAVING, WALLS, AND UNDERGROUND UTILITIES. DAMAGE SHALL BE
REPAIRED TO THE OWNER'S SATISFACTION AND AT NO ADDITIONAL COST.
10. PLANT COUNT IS FOR THE CONTRACTOR'S CONVENIENCE; IF THERE IS A DISCREPANCY, THE
PLAN SHALL GOVERN. ACTUAL PLANT QUANTITIES TO BE DETERMINED BY REQUIRED PLANT
SPACING.
11. , ALL AREAS TO BE PLANTED WITH GROUNDCOVER ARE INDICATED ON THE PLAN WITH A HATCH
PATTERN. SEE PLANT LIST FOR PLANT TYPE, SIZE, AND SPACING.
12. SUBSTITUTION OF PLANT VARIETIES DUE TO LACK OF AVAILABILITY SUBJECT TO APPROVAL BY
THE OWNERS REPRESENTATIVE.
13. ALL DIMENSIONS ARE ASSUMED TO BE PARALLEL OR PERPENDICULAR UNLESS OTHERWISE
NOTED.
14. ALL SOIL GRADES TO BE A MINIMUM SIX INCHES BELOW ADJACENT FINISH FLOOR ELEVATIONS
UNLESS NOTED OTHERWISE ALL GRADES ADJACENT TO A BUILDING SHALL HAVE A MAXIMUM
SLOPE OF 5% 3' FROM FOUNDATION.
15. ALL GRADES, DIMENSIONS AND EXISTING CONDITIONS SHALL BE VERIFIED BY THE
CONTRACTOR PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE
ATIENTION OF THE LANDSCAPE ARCHITECT.
1-6. · , PLANTING PLAN EMPHASIZES DROUGHT TOLERANT AND NATIVE PLANTS TO BE USED IN AN
AMENDED SOIL IN LIEU OF AN AUTOMATED IRRIGATION SYSTEM AS A WATER CONSERVATION
> '8-EST PRACTICE'. SUPPLEMENTAL HAND WATERING WILL BE DONE DURING FIRST YEAR TO
GUARANTEE PLANT ESTABLISHMENT.
17. BASEMAP PROVIDED BY SCHROETER LAND SURVEYING, INC.
SOIL NOTES
1. CONTRACTOR MAY STOCKPILE SITE TOPSOIL FOR POSSIBLE RE-USE IN LANDSCAPE BEDS.
STOCKPILED TOPSOIL TO BE APPROVED BY OWNERS REPRESENTATIVE.
2. SITE TOPSOIL TO BE SCREENED TO REMOVE ALL GRASS CLODS AND DEBRIS LARGER
THAN 1"
3. EXISTING SITE TOPSOIL TO BE AMENDED WITH COMPOST AT A RATIO OF 3:1. 3 UNITS OF
EXISTING SOIL TO ONE UNIT OF COMPOST.
4. IN LIEU OF AMENDING SITE TOPSOIL CONTRACTORS MAY CHOOSE TO USE IMPORTED
3-WAY TOPSOIL.
5. TOPSOIL DEPTHS
5.1. TOPSOIL TO BE PLACED AT A MINIMUM OF 6" IN ALL LANDSCAPE BED AREAS AND
TILLED INTO EXISTING SUBGRADE.
6. IN ALL INSTANCES, PLACED TOPSOIL TO BE ROTOTILLED INTO EXISTING GRADE.
2" DEPTH BARK MULCH
4" WATERING BASIN
SURROUNDING PLANT
FINISH GRADE
1fl1::::;>-REMOVE BURLAP FROM TOP
1/3 OF ROOTBALL LIGHTLY
SCARIFY ROOTBALL OF
CONTAINER-GROWN PLANTS.
PRIOR TO BACKFILLING
SET ROOTBALL ON MOUND OF
COMPACTED PLANTING BACKFILL MIX
RECEIVED
OCT 2 1 L01S ffi
CITY OF RtNT0/11 w
PLANNING DIVISION
one inch NORTH
O' 10' 20' 30' 40'
ISSUE DATE: 9.14.16
PLANTING ~nd TREE RETENTION PLAN DRAWING: 14192site
JOB NO.: 14192
SHEET: L-1
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STREET FRONTAGE LANDSCAPE
' -'
1" = 10'-0" (CHECK SCALE BAR FOR-ACCURACY)
NO. DATE REVISION
' '.,
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BY REV. prepared lor:
\ ,,
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+
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prepared by:
contact: Jim Hanson
-·,,. ' "·-"''' '
eccosDesign
PLANTING LEGEND
Broadleaf Deciduous
Quantity Scientific Name
2
SC)
Amelanchier grandiflora 'Autumn Brilliance'
Common Name
Serviceberry
Grass
Quantity
4
Ground Cover
Quantity
119
Perennial
Quantity
4
2
6
9
Symbol ,,,
-(1'·
Symbol
Mix
Mix
Symbol
8
0
0
~
Symbol
Scientific Name
Miscanthus sinensis 'Little, Kitten'
Scientific Name
Arcostaphylos uva-ursi
Locally Grown Sod
Scientific Name
Bergenia cordifolia
Hemerocallis 'Pardon Me'
Hemerocallis 'Stella de Oro'
Sedum telephium 'Autumn Joy'
Scientific Name
Common Name
Dwarf Maiden Grass
Common Name c-, , ..... .'
Kinnikinnick
Turf
Common Name
Heartleaf bergenia
Red Daylil ly
Daylilly
Autumn Joy Sedum
Common Name
Shrub
Quantity
10 8 Berberis thunbergii 'Crimson Pygmy' Crimson Pygmy
2
9
4
10
1
1.33 Euonymus alatus 'Compadus' Dwarf Burning Bush
8 Nandina domestica 'Nana' Harbour Dwarf Nandina
1:1, Potentilla fruticosa Bush cinquefoil
0 Spirea Japonica 'Little Princess' Little Princess Spirea
EXISTING FIR TREE TO REMAIN
TREE PROTECTION NOTES per RMC 4-4-130H.9
TO APPLY.
TR EE STAKES TO BE VE RT ICAL,
0 PARALL EL , EVEN-TOPPED ,
UNSCARRED AND DRIVEN INTO
UNDISTURBED SUBGRADE
FERTILIZE ALL TREES WI T H
APPROVED STARTER FERTILIZER
APPLIED AT MANUFACTURER'S
SUGGESTED RAT ES
PLANT TR EE 112 " HIGHER THAN
" DEPTH GROWN Al NU RSERY
GUYING APPARATUS·
HEAVY DUTY POLY CHAIN LOCK
8 FOOT, 3" ROUN D
~-----LODG EPOLE PINE STAKES,
2 PER TREE
,-----2" DEPTH BARK MULCH
MULCH
~--4" WATERING BASIN
SURROUN DING TR EE
FINISH G RADE
iffi,~-PULL BURLA P OFF TOP 113
OF ROOTBALL
EXISTING SUBGRADE
"'I----SCARIFY PLANTING
1 .5 -2 TIMES RO PIT WA L LS
1-!-_1:BA~L::L::D~IA~M'.:,E:!._T:!ERc......___:::!:;:j--i--SET ROOTBALL ON MOUND
OF COM PACTED PLANTING
BACKFILL MIX 4 TIMES ROOT BALL DIAMETER
TYPICAL PLANTING DETAILS
NO SCALE
Syrbu Ill Short Plat SCALES:
HORIZONTAL
Landsn1pe /\ n:hitec tut·e an<l l'L1nni11g
'.\·fount Vernon, \'\''A 98773 Index Ave NE VERTICAL
DESIGNED: p. 360.4l9.74UO
f 800 508.201 7
Renton, WA 98056 DRAWN:
CHECKED:
\vww ecco ;de ,ign.co1n
Code Name
AGab
Code Name
MSlk
Code Name
Aruv
LGS
Code Name
Beco
Hpm
Hsdo
ATaj
Code Name
BTcp
EAbb
NadoN
Pofru
SJlp
1" = 10'
NIA
PD
PD
PD
Planting Size
2"-Cal
Planting Size
1-Gal
Planting Size
1-Gal
N/A
Planting Size
1-Gal
1-Gal
1-Gal
1 -Ga l
Planting Size
1-Gal
2-Gal
2-Gal
2-Gal
2-Gal
o PLANT SHRUB 1/2" HIGHER
THAN DEPTH GROWN AT
NURSE RY.
~FERTILIZE ALL PLANTS WITH
APPROVED ST ARTER FERTILIZER
APPLI E D AT MANUFACTURER'S
SUGGESTED RATES
2 TIMES
ROOTBALL DIA.
GENERAL NOTES
1. ALL WORK SHALL BE PERFORMED BY PERSONS FAMILIAR WITH THIS KIND OF WORK AND
UNDER THE SUPERVISION OF A QUALIFIED FOREMAN.
2. ALL PLANT MATERIAL SIZES AND QUALITY TO CONFORM TO AMERICAN ASSOC. OF
NURSERYMEN, AMERICAN STANDARD FOR NURSERY STOCK, 2002.
3. PLANT LOCATIONS ON THE PLANS ARE DIAGRAMMATIC AND MAY BE SUBJECT TO ADJUSTMENT
IN THE FIELD BY THE LANDSCAPE CONTRACTOR.
4.
5.
6.
7.
a.
9.
10.
11.
12.
13.
14 .
15 .
16 .
17.
ALL PLANT MATERIAL SHALL BE OF NURSERY STOCK AND SHALL BE OF THE TYPE, SIZE AND
CONDITION SPECIFIED. THE PLANT MATERIAL SHALL EXHIBIT NORMAL HABITS OF GROWTH FOR
THE SPECIES, SHALL HAVE BUDS INTACT AND SHALL BE FREE OF DISEASE, INSECTS, SCARS,
BRUISES , BREAKS, SEED AND WEED ROOTS.
SEE NOTES THIS SHEET FOR TOPSOIL DEPTH AND SPECIFICATION.
FINE BARK MULCH IS TO BE INSTALLED AT ALL NEW PLANTING AREAS WITH A MINIMUM OF 2
I
INCHE,S
! --
ALL pi)ANTING PITS TO HAVE SOIL AMENDED WITH A WETTING AG ENT (TERA-WET OR EQUAL)
APPLIED AT MANUFACTURES RECOMMENDED RATE.
LANDSCAPE CONTRACTOR SHALL VERIFY LOCATION OF ALL SITE UT ILIT IES PRIOR TO
LANDSCAPE IMPLEMENTATION. PLANT LOCATIONS MAY BE ADJUSTED TO AVOID CONFLICT.
LANDSCAPE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT EXISTING
SITE IMPROVEMENTS , PAVING, WALLS, AND UNDERGROUND UTILITIES . DAMAGE SHALL BE
REPAIRED TO THE OWNER'S SATISFACTION AND AT NO ADDITIONAL COST.
PLANT COUNT IS FOR THE CONTRACTOR'S CONVENIENCE; IF THERE IS A DISC RE PANCY , THE
PLAN SHALL GOVERN. ACTUAL PLANT QUANTITIES TO BE DETERMINED BY REQUIRED PLANT
SPACING.
ALL AREAS TO BE PLANTED WITH GROUNDCOVER ARE INDICATED ON THE PLAN V\/ITH A HATCH
PATTERN. SEE PLANT LIST FOR PLANT TYPE , SIZE, AND SPACING.
SUBSTITUTION OF PLANT VAR IETIES DUE TO LACK OF AVAILABILITY SUBJECT TO APPROVAL BY
THE OWNERS REPRESENTATIVE.
ALL DIMENSIONS ARE ASSUMED TO BE PARALLEL OR PERPENDICULAR UNLESS OTHERWISE
NOTED.
ALL SOIL GRADES TO BE A MINIMUM SIX INCH ES BELOW ADJACENT FINISH FLOOR ELEVATIONS
UNLESS NOTED OTHERWISE ALL GRADES ADJAC ENT TO A BUILDING SHALL HAVE A MAXIMUM
SLOPE OF 5% 3' FROM FOUNDATION.
ALL GRADES, DIMENSIONS AND EXISTING CONDITIONS SHALL BE VER IFIED BY T HE
CONTRACTOR PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE
ATTENTION OF THE LANDSCAPE ARCHITECT
PLANTING PLAN EMPHASIZ ES DROUGHT TOLERANT AND NATIVE PLAN TS TO BE USED IN AN
AMENDED SOIL IN LIEU OF AN AUTOMATED IRRIGATION SYSTEM AS A WATER CONSERVATION
'BEST PRACTICE'. SUPPLEMENTAL HAND WATERING WILL BE DONE DURING FIRST YEAR TO
GUARANTEE PLANT ESTABLISHMENT
BASEMAP PROVIDED BY SCHROETER LAND SURVEYING, INC
SOIL NOTES
1. CONTRACTOR MAY ST OCKPILE SITE TOPSOIL FOR POSSIBLE RE-USE IN LANDSCAPE BEDS.
STOCKPILED TOPSOIL TO BE APPROVED BY OWNERS REPRESENTATIVE.
2. SITE TOPSOIL TO BE SCREENED TO REMOVE ALL GRASS CLODS AND DEBRIS LARGER
THAN 1"
3. EXISTING SITE TOPSOIL TO BE AMENDED WITH COMPOST AT A RATIO OF 3:1. 3 UNITS OF
EXI ST ING SOIL TO ONE UNIT OF COMPOST
4 . IN LIEU OF AMENDING SITE TOPSOIL CONTRACTORS MAY CHOOSE TO USE IMPORTED
3-WAY TOPSOI L.
' I
5. TOPS OI L DEPTHS
5.1. TOPSOIL TO BE PLACED AT A MINIMUM OF 6" IN ALL LANDSCAPE BED AREAS AND
TILLED INTO EXISTING SUBGRADE
6. IN ALL INSTANCES, PLACED TOPSOIL TO BE ROTOTILLED INTO EXISTING GRADE.
2" DEPTH BAR K MULCH
4 " WATERING BAS IN
SURROUNDING PLANT
FINISH GRADE
fl-::!,---REMOVE BURLAP FROM TOP
1/3 OF ROOTBALL. LIGHTLY
SCARIFY ROOTBALL OF
CONTAINER-GROWN PLANTS.
PRIOR TO BACKFILLING 1 ,,
1--
---··r)
SET ROOTBALL ON MOUND OF
COMPACTED PLANTING BACKFILL MIX
O'
one inch
10'
,,
F
20'
ISSUE DATE:
OC1 'b 1 1un
NORTH
30' 40'
10.7.15
PLANTING and TREE RETENTION PLAN DRAWING: 14192site
JOB NO.: 14192
SHEET: L-1
('I)
C\J
('I)
0
0
0
I
LO
T"""
w a: a..
I-
<(
_J
a..
l-a:
0
I
Cf)
:::)
(Il a: >-Cf)
PROPERTY LINE
•.. T ---,t--------
:::E :3• •• o·• b ,--~~---! FUflJRE
ll1'::=='=" ='U=IL=OIN=G=S=Ci,s=~-=Pl=:.·~==-··=·=-=-=,!,±-:=Q:lt:===:::J·, O BUILD-IN-G SEWER
-:: ".,_ ~ O"X""X"" """"° "-:r:ic: 4" STUD MARK ING POST PAINrEO
"-TEE WII\i 6" SIDE oonET " " ,.,._ 1'11-ilTE WITH TH E WUP.D "SlWER" S!ENGILEU
I ~ SURrACE CLE:MOUT 'MlH IN J" HlCH BLACK l.EffiRS ANO ,a 'MRE ~ CAST IRON RING <k (;()~ ~/\PPEO AROUND rr!E STVO AND ~~ (EA S T JORDAN IRON WOOKS ElITTNOCO TO ll-!E TOP Of TI1( sruo .
... 2975 OR APPROVEO EOOAL,
SPECIFY 'SEWICJ~· CN UO.
§" SIPE Sf'flfB MiD BIIU PING SfWFR SEE STD. PLAN '1 0J.1 r OR
1NSTAUATi otl)
6'' t.1 1N .
NOTE ,
ACCEPTABLE PROCEOUf..ES FOR SIDE SEWER CONl4EC"flC>NS TO MAIN
LI NES AR E AS FOU.OW S:
A. VITRl flfD CLAY MA!N -CUT IN A NEW Sl::CllCN (lF St::WE;;R MAIN 'MlH
A NEW TEE USING ftE)(JBLE COUPLINGS
{FERNCO OR AP PRovro EOOAL}.
a. CONCRETE MAIN -CUT IN A NEW SECTION Of SE\'1£R MAIN, wrn-1
A NEW lEE US!NC f1.(;(l0 l£ COUPLI NGS
{FERNco OR APPROVED EQIJAL).
C. PVC MAJH -COOE-DRIW:D 1\1TH A ROMAC SADDLE (OR ,t,PF'ROVED
EQUAL) OR CUT IN A N[W lEE: USING ~GIO CQUP UNGS.
0. DUCTILE IRON MA IN -CORE-ORIU£0 wm, A ROMAC SAOOlE {OR
APPROVE D £QU1'L)
£, MAN Hot..£ cotn.i,cnON -ALL CONNECTIONS TO MANHCt..ES SHAU. BE
AT MAf.i\J FACnma, KNOCK-OUTS OR TIJE:
STRUC11JRE SHALL 6( CORE-ORIU.£D,
60" A[.LOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
HOR IZON TAL
6" SIDE OUTLET TEE
SEM:R
MM-I
CONCRETE Bl OCKING ANGLE
OE TE£ AT MAIN OVER 25
fl EYATION
JXPICAI S1Qf SFWB Fl FYAUON
UNLESS 011,ER'MSE SHOV.N ON PLAN, SIDE SEW£R SHALL HAVE
A MIN IMU M 2.5 ' COVER AT PROPERT'l' LINE OR J -5' LOWER
1HAN TrlE LOWEST HOUSE ELEVATION, 'WHICHEVER IS LOWER.
PUBLIC WORKS
DEPARTMENT
STANDARD SIDE SEWER
INSTALLATION
! (SEWER MAIN TO PROPERTY LINE)
hi •W• .. '!,'etia;,'.; "'-~\'"!~_'1c:,:•;J,
STD. PLAN -409.1
JANUARY 2013
,,...::ti 0.~. ·"··-.•. --S ~:',11_-,,.'e'<\l'<..!L .• , .
',I.L,.'l:1/.
.--:lf~li\511,~ '"'
.
,,~-!t"~""'"~ ,e ,, ',,,,..' .. ,u;u,,i.-~,w,
,.. v,~~·,t•~1.,.'.,'
1fi"WV ,, •
-. ...;': ... · !f:,f·,,,v, ·,;·r,;J .rt1 i'l:Lf"i':l!'.lt(>iffi,'>'HJ.i.:rn,•n'.l; (Lt~ti-:it ~'.:: .. f ._; .. ~. :· .f:;=:--' . ··,.. ~.ti-:. -". , .... -,, .. ···;;:,c.,, --·---
N,.:"-·:,tc,;i:::.J :, _,· ..
PUBLIC WOBK$
Df::J';\RTMI-:Nl'
---··.--' .:~.::::" .. ~~-, .. ~~· .. ,
---'-·-'-~•·-,'
S"l'D. PLAN -104
CE;MENT CONCRETI! DRIVl!WAY
eNTRANCe._ .. TYPES C11 C2i
C3, .and c .. MAX
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
A PORTION OF THE SW 1/4 OF SECTION 9, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
11
INSTALL NEW 6" SIDE
SEWER FOR LOT 1
4
0 '
, wood fonce --7 I
-----o -----+------. , I ~ -Ll ~ n3•c ;~.0--1---;,·F---i
.~~ ~JO 'J,:J -
·,._,._ ,/
1
1 \-..... ___ 1_0_2 .5 0 ' (Plot) chain link fBnce ..,---r;::--~-~~---------,,
·1. Q ' We Gt of set
reb ur w/cap
25'
PROPOSED BUILDING ENVELOPE
39' X 45' (TYPICAL)
cha in link frm c e ls 0.4 '
of t:et rebor w / cap
9
;JJ
()}
C °rJ)
(J)
(0 ,t
---------________________ j
CALL 811 BEFORE
NO. REVISION
YOU
LOT1
, 102.5 0'
LOT2 ! I ~:i
I ' io '1 I G en , ' ,. . ()
---1---~"-__ I c, I ~ m ' .
,( ~,,,-• .,_,. CD ~-~ ..
I ;'I I I: I D ..
I : ] .. r,,,_:; · '':, ,__ ------~/ ·~r]f })ti
I ' ... I·--·-._,.,I
I .. , -------:-. .-
north e dge
driVfJWay ;;., 0 :3 sou th
set r1~Gar w/cap
cb
ri rn CB 2 TYPE 1
(PRIVATE)
W/SOLID LOCKING LID
RIM=298.00
IE=294.67, 12"
IE=295.17, 6 11
16LF. 12" N-12@S=0.50%
(PUBLIC)
CB 1 TYPE 1
(PUBLIC)
GRATE=297 .1
IE=294.59, 12"
! 0.1
I I
I I
l p
Slvi H ·------_______ /
DIG!
SUR'v'EYEO:
Rl/11 = 2.97. 2'
INV ~ 286.t,'
SHROD
DESIGNED:
D.L. OFFE, P.E.
DRAWN:
D.L. OFFE, P.E.
CHECKED:
BY DA TE AP p R APPROVED:
SCALE
ONE INCtt
AT FULL sc:-L.[
IF' NOT ONE INCH
SCALE: ACCOROtNGLY
ll.i <:
g
--i::
>< i ..s
~o'-tl0
r,.C
,:1
\IERl1CAL: NAVO 1 ea~
HORIZONTAL: NI\D 1983/t 991
INSTALL 2 EACH 15' DRIVEWAY
APPROACH TYP.
EX. WATER METERS
EX. SIDE SEWER SERVICE
USE TO FUTURE LOT 2
IN STALL NEW CLEANOU T
38LF. 12" N-12@S=0 .50%
(PUBLIC)
r·-DMH
·111. · __ ·/7· / :'"'c~:· -;~71.:i·. --,~l (LV: -~)~ ..... ,;:,l·.'( __
inv(NW)~--·29 /~L I
/ inv(f\l )=c:.:295. f
/ IE=294.4, 12" (NW)
CITY OF
RENTON
---
Planning/Building/Public Works Dept.
OCT 2 ~ 20'ii
, .. , ..
\,,..,.•
GRAPHIC SCALE
0 10 20 40
i i
'
i
1 inch -20 feet
RECOMMENDED FOR APPROVAL
By: Date: ------------------
By: Date: ------------------
By: Date: ------------------
By: Date: ------------------
NATAL YA AND VYACHESLAV SYRBU
SYRBU Ill SHORT PLAT
UTILITIES/DRAINAGE/GRADING
613 INDEX AVENUE NE
10/20/2015
FIELOOOOK:
PAGE:
DRAWING NO:
SHEET, 1 Of, 2
L AYOUT
Cf)
N
Cf)
0
0
0
I
LO ,-
w a: a..
~ a..
l-a:
0
I
(J)
::J co a: >-(J)
House
/
C.2.2 t:1.;1.1. l:,.:l;!L'JK:\JIOJ\
FlC l'RE c.2.2.c TY Pl CAL DH:Y,,· ELL INl''ll.TRi\'1'10~ SYSTE:\'1
/
V Root Downspout
Roof
D0'Nr1spol.lt
-flow
Catch Basin
(Yard Drain)
DRY WELL
PLAN VIEW
NTS
HOLtSl:l'
rfioof Downspout
lroverflow
Ma1k Ce111e1 of .Hole
wilh I~ Capp:3d PVC
or Olher means
Flush wm, Swfaco Splash Block -tlow
FJM Mesh Scroon LI
Catch Basin
(Yard Drain)
Min. 4"dia.
PVC Pipe
Topsoil
Sides of Hole
LineU with
Flit Br Fabric
1' min.
Varies
DRY WELL
SECTION
NTS
Min. 1· above Seas{Jnal
High GroL1ndwater Table
I
. -•--•--~-------~-I
D TEXT OF INSTRUCTION~
Your prnperty contains a st0rn1w<ner manayement !!ow com1ol BMP (best management practice/ c-allsd a
"per/orated pipe corim;!l..'tlon, · which w~;:; install!:!ti to reduce U1':l s!orrnwater runoff impacts of some or a.Ii of
the impervious S..Jflocf;l 011 your property. A perlcrnte4.i pipe o=·rmeclion is a length of drainage C<mvey:anr;e
pipe with holes \11 the bottom, designed to "leak" 1-unoff, conveyed by the i:;ipe, into a gravel tilled trer.ch
whP.l'a ii cnn be soaked into the surrounding sol:. The L."(]1ltiectio11 ls intended to provide opport11nity tOt"
infiltration of any r,Jnoff th<11 is b~ing conveyed f1om an impe1vio1.Js surface (usually a mofi to a l0cal
d1·8itrngc ~ystem such 0.£1 a ditch Of roadway pipe systern.
The slrn and composhion of the per!ornted p!p0 connection as depicted by the flow control BMP site pJan
and des19f) details rnc1$t be rnaintained and rm)· not to changed wlthOvt written apprOV;';!l either Jrom !h;;)
King County Wmer and land Resow;es Division or through o futu1·e development pennit from King
County. Tr1e soil ovonop of tl1e pe!forateci portion of the system must not be compaoted or cov()red with
impertlous materlola.
l'"lGt'.l(!{ C.2.ll.A PEH.FOR:\TEU PIPECONNECTIO~ 1''01{ A .Sl~GLE l'"A .. \111,Y RESlDE:.'\CI::
random fill
TRENCH X'.SECTION
NTS
s!ope -.. _.,..
PLAN VI.EW Ofl'IQQ_F
NTS
C-IH
to mad
drainage system
2· X 10·
level lrench
wiper! pipe
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
A PORTION OF THE SW 1/4 OF SECTION 9, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
"PERFORATED PIPE CONECTION"
INSTALL TEN (10) FEET OF
PERFORATED PIPE CONECTION PER
DETAIL LEFT PRIOR TO CONECTION
TO CITY STORM SYSTEM.
I ON EACH LOT ~~PICAL) I
(.'JI I ()· ,., I
'/4, • \,~ ·1
--lj--. -----~~o d0 f cr~c:~------------------n -------1,: '\,;,~I
n [ 0 , (_-) ··1 " ~:-'. L.--IJ
"LIMITED INFILTRATION"
INSTALL ONE ( 1) DRY WELL
FOR 500 SQ. FEET OF ROOF
AREA.
5'x5'X5' DEEP (125 CU. FT.)
ON EACH LOT (TYPICAL)
PER DETAIL LEFT
CALL
\1 ~1 . '-I ,/ I ~'-~--=----:----------------:;--;:~:---~~~-~:--_:::.:__:---_L ________________ \ _______ jjlph\ .,,,1,tf1
I \ LO I () 2 ,~) n ) ( rr:) : ( I i· \ "'1' ?'"'V,r'----..
. ' -v \ ' ·-' '/ ··)'
(J
(', .. .,;
c,·, _).
01
5'
Ol
(Tl
5'
811
500 SQUARE FEET
OF ROOF AREA
15' MIN.
1·.--0''i)'-~~-----....
·,, ..
lfJ
><
15' MIN.
.-o·,(~~a-----.....
LOT1
1 0 2 c· n ' ( ·1,J i (; ·c' )'
---• '-.J \. Iv.
BEFORE YOU
J\I i:.:1 (.) '--'t:_-. c·; i r"i..-i i)'''v' . ,, U Cl , ) ;J \., I I, .
DIG!
SURVEYED:
SHROD
DESIGNED:
D.L. OFFE, P.E.
D~WN:
D.L. OFFE, P.E.
-I ··-------·--7···
l
{.t , I
\._~ /
5'
•. -1· . ' .
. . . . l 1'.) : . -1 ,.-~-'-".'
. . . ! : t-'· . ·i" ..
· .. f · :r:.Y ·'·.
I·
C5
i/J
·1·1 I'
' ··-·----·-,,..~,----------·-·-·-·-·-·--"-"-••"~ --"" ---·-f{:· ·1·1_··-·-----· /.','----'jlj-pJ
SCALE
ONE INCH
VEmlCAL: N,\VO 1988
HORIZONTAL: NAD 1983/1991
I Ji i
(J)
CITY OF
RENTON
I
I
I
I
I
I
I
I
I
(_f)
( r-j)
I
CHECKED: AT FUU. SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
Planning/Building/Public Works Dept.
NO. REVISION BY DATE APPR APPROV>:D,
n '···/'-
I
') I
YJ...•
r·· ~}
/J ·· Y r··i
'--
\
\
\ OCT 21 ru:'i
GRAPHIC SCALE
0
I
I
5
I
10 20
'
I
1 inch 10 feet
RECOMMENDED FOR APPROVAL
By: Date: ------------------
By: Date: -----------------
By: Date: ------------------
By: Date: ------------------
NATALYA AND VYACHESLAV SYRBU
SYRBU Ill SHORT PLAT
DRIANAGE BMP's
10/20/2015
FIEI..DEIOOK:
PAGE:
DRAWINC NO:
613 INDEX AVENUE NE
SHEET1 2 OFI 2
DRA I NAC.JE
City of Renton
S yrb u 111 Short PI at
CITY OF RENTON APPROVALS: KING COUNTY DEPARTMENT OF ASSESSMENTS
Examined and approved this ____ day of ___ , 20 ___ _ Examined and approved this ____ day of ___ , 20 ___ _
LAND USE ACTION NO. LUA-08-119-SHPL
LAND RECORD NO. LND-20-0531
City of Renton Administrator of Public Works Assessor
Deputy Assessor
Account Number 7227800655
~--------------------~--------------------------l OWNERS DECLARATION:
KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDERSIGNED OWNERS(S) OF
INTEREST IN THE LAND HEREIN DESCRIBED DO HEREBY MAKE A SHORT SUBDIVISION
THEREOF PURSUANT TO RCW 58.17.060 AND DECLARE THIS SHORT PLAT TO BE THE
GRAPHIC REPRESENTATION OF SAME AND THAT SAID SUBDIVISION IS MADE WITH THE
FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNER(S):
IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS:
VYACHESLAV SYRBU NATALYA SYRBU
STA TE OF _________________ )
) ss
COUNTY OF _______________ )
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT
SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE
AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE
INSTRUMENT.
DATED------------
SIGNA TURE OF
NOTARY PUBLIC
PRINTED NAME OF
NOTARY PUBLIC ________ _
TITLE------------
MY APPOINTMENT EXPIRES _____ _
LEGAL DESCRIPTION
LOT 5, BLOCK 24, CORRECTED PLAT OF RENTON HIGHLANDS NO. 2,
ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 57, PAGES 92
THROUGH 98, INCLUSIVE, IN KING COUNTY, WASHINGTON.
PLANNING NOTES
1. FULL PARCEL AREA = 9,632 s.f. ± or 0.22 acres ±
ZONING = R-10
DENSITY = 9.1
DENSITY ALLOWED = R-10
PROPERTY NOTES
1. THE PROPERTY IS SUBJECT TO THE RIGHT OF THE PUBLIC TO MAKE NECESSARY
SLOPES FOR CUTS AND FILLS UPON SAID PREMISES IN THE REASONABLE ORIGINAL
GRADING OF STREETS, AVENUES, ALLEYS AND ROADS AS DEDICATED IN THE PLAT.
2. RESTRICTIVE COVENANT:
"EACH LOT IN THIS SHORT PLATS LIMITED TO ONE DWELLING UNIT PER LOT."
RECORDING NO. VOL./PAGE
PORTION OF
_jW_1/4 of __ SV{_J/4, S._g_ __ T._23_N., R._~_E., W.M.
and _N\~_1/4 of_SViJ/4, S. _ _2_ T.l~N., R._~E., W.M.
VICINITY
nts
NE 9TH ST
STA TE OF _________________ )
) ss
COUNTY OF _______________ )
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT
SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) 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 _____ _
RECORDER'S CERTIFICATE ................... . LAND SURVEYOR'S CERTIFICATE
filed for record this ........... day of ......... ,20 ....... at.. .... M
in book .......... of ........ at page ......... at the request of
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 ........... , 20 ....... .
Mgr. Supt. of Records Certificate No.
SURVE'Y .FOR:
Natalya and Vyacheslav Syrbu
P.O. Box 2251
RENTON, WA. 98056
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SCHROETER ~LAND SURVEYING
PROFESSIONAL LAND SURVEYORS
P.O. Box 813, Seo.h1.,1rst, w'o.shlngton 98062 (206) 242-6621 FAX (206)243-967
OWN. BY
law
CHKD. BY
Revised 10/6/15
DATE 10/7/08 JOB NO. 541/22
DATE FIELD 10/4/08 PROJECT NO. 08086sp
SCALE SHEET 1 2
OF
City of Renton
S yr l5 u 111 Sh or t PI at
LAND USE ACTION NO. LUA-08-119-SHPL
LAND RECORD NO. LND-20-0531
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J rSEE DETAIL "NORTHEAST
V BLOCK CORNER"
N.E. 6th Place
Existing
House
#619
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north edge concrete
driveway is 0.3' south
of set rebar w/cap
6
7
Found 2" brass disk w/"X"
stamped "LS23613-1994" in
concrete in case -9/15/08
/
Found 2" brass disk w/"X" ~~
stamped "LS23613-1994" in
concrete in case -9 /15 /08 $} N88"58'50"W (m)
80.15' (m) N. E. 5th Place -----
260. 05· (m) 260.00' (Plat)
N88"59'30"W (m) N89"59'00"W (Plat)
.-
so1·59·4o"w(m) so1·oroo"w (P)
6.93' (m) 6.94' (P)
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LOT AREAS
spike in
9/15/08
Total Lot = 9,632 s. f. ± or 0 .. 22 acres +
LOT 1 4,816 s.f. ± or 0.11 acres ±
RECORDING NO.
SCALE:
PORTION OF
1 inch = 30 ft. 111111
0
VOL./PAGE
30' 60'
LOT 2 = 4,816 s. f. ± or 0.11 acres ±
LOT ADDRESSES
-~w_1 /4 of __ SW_1 /4, S._~--T._23_N., R._~_E., W.M.
LOT 1
LOT 2
615 Index Ave. NE
= 613 Index Ave. NE
and _NV'i_J /4 of _SW_1 /4, S._J_ T. 2~N., R._5_E., W.M.
DETAIL: NORTHEAST BLOCK CORNER
set rebar w / cap in
gravel driveway
Found RR spike (bent southerly) in 4"
pipe riser @ intersection of Harrington
Ave. N.E. and N.E. 6th Place (9/15/08)
-[,
25.00'___ ss9·52·34"W(c) S89"51'55"W(m)
260.06'(m) 260.0S'(c)
aEJ-~~~-~ ----~ ----
125.00' (Plat -Held) -
N88"59'00"W (Plat -Held)
LO
N
N.E. 6th Place
Found 3/4" bridge spike in
asphalt roadway -9/15/08
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Concrete Monument in Case
set rebar w/cap #23604
I SET Tack in Lead or Nail & Disk
@ Found pipe or rebar
---·----PARCEL BOUNDARY & NEW LOT LINES
---STREET CENTERLINE
-----OTHER PARCELS & EASEMENT LINES
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SURVEY NOTES:
Power pole
sewer manhole
sewer line
gns line
wo.ter line
storM olrnin
water valve
line
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1. Field data for this survey was obtained by direct field measurements .
Angular and linear relationships were measured with a Topcon GTS225 •
theodolite and electronic measuring device, supplemented by a steel tape. ~
Traverse methods used in performing this survey meets or exceeds the Z
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standards contained in WAC 332-130-090.
2. BASIS OF BEARING:
HELD NORTH 01 ·01 'oo" EAST (REF. CORRECTED PLAT OF RENTON
HIGHLANDS NO. 2, VOL. 57 /92-98), BETWEEN FOUND MONUMENTS AT NE
5TH PLACE/INDEX AVE NE.
3. REFERENCES
CORRECTED PLAT OF RENTON HIGHLANDS NO. 2, VOL. 57 /92-98.
RENTON SHORT PLAT VOL. 145/247; RENTON SHORT PLAT
157 /168; RENTON SHORT PLAT 239/127; RENTON SHORT
PLAT VOL. 236 /100.
4. The location of utilities as shown serving the subject property have
been taken from public records. We cannot certify to their accuracy
and/or completeness. Before commencing construction involving
excavation or removal of existing structures, call a locating service or
811 for underground utility locations.
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MERIDIAN PER fORRECTED PLAT OF RENTON
HIGHLArDS, VOL. 57 /92-98
~ West 1/4 corner Sec. 9, T23N, R5E, W.M.
City of Renton Mon. #398 (City of Renton
N 56022.410 E 398113.614)
Found 3/8" pin w/pm in concrete in case
10/08
\
CONTROL
nts
SJ~~
Southwest corner Sec. 9, T23N, R5E, W.M.
City of Renton Mon. #612 (N 55213.302
398098. 887)
Found 3/8" pin w/pm in concrete in case -
10/08
Found 2" brass disk w/'X"
stamped "LS23613-1994" in
concrete in case -9 /15/08 ,-------------,----------.------=-------=-------------------1
SURVEY £i'OR: SCHROETER~LAND SURVEYING
REVISED 7 /28/15 ADDED UTILITY INFORMATION
Natalya and Vyacheslav Syrbu
P.O. Box 2251
RENTON, WA. 98056
PROFESSIONAL LAND SURVEYORS
P.O. Box 813, Seo.hurst, \./o.shington 98062 (206) 242-6621 FAX (206)243-9679
DWN. BY DATE 10/7/08 JOB NO. 541/22
law
DATE FIELD 10/4/08 PROJECT NO. 08086sp
CHKD. BY SCALE SHEET 1 2
Revised 4/13/09 1" = 30' OF