16-105598 (2)I* -
APPROVALS: KING COUNTY RECORDING NO. VOL./PAGE
CITY OF CITY OF FEDERAL WAY DEPARTMENT OF ASSESSMENTS
Federal
Way
Examined and approved this - - - - day of ---_-----__-, 20---- Examined and approved this --_- day of ----____-___, 20--__
--------------------------------------------- _ _______
Deputy Public Works Director Assessor SCALE: 1 inch = ft.
REVISED JANUARY 2017 Examined and approved this - - - - day of ----------__, 20------------------------------------------ 0
SHORT PLAT Deputy Assessor PORTION OF
N O. 1 6— 1 0 5 5 O 8— 0 0— S U Community Development Director Account Number - - - - - - - - - - - - - -
- - - - - - - - SE 1 /4 of SW 1 /4, S. 15 T. 21 N:, R.4 E:,W.M.
CITY OF FEDERAL WAY KING COUNTY HEALTH DEPARTMENT
KING COUNTY, WASH N G TON Examined and approved this _--- day of —_—_-_---__—; 20-_-- HORIZONTAL & VERTICAL DATUM NOTES
----- HORIZONTAL DATUM: NAD 1983/91 THIS SURVEY WAS PERFORMED BY FIELD TRAVERSE WITH
NAME VERTICAL DATUM: NGVD-29 FINAL RESULTS MEETING OR EXCEEDING THE CURRENT
RIGHTS —OF —WAY TRAVERSE STANDARDS CONTAINED IN W.A.C. 332-130-090.
O WN ER/D EVEL O PER/APPLICANT
Rights -of -Way graphically represented on this short plat have REFERENCE SURVEY
been deeded to the City of Federal Way by Statutory Warranty, Deed. King CONTACT: JONOTHAN J. MILLARD ONLY ABOVE GROUND, VISIBLE UTILITIES WERE LOCATED THIS
County, Washington recording number: — — — — — — — — — — — — — — — — — — — — — — — — — PO BOX 319 NORTHLAKE RIDGE VOLUME 219, PAGE 86 SURVEY. ALL UTILITIES SHOULD BE VERIFIED PRIOR TO ANY
DEDICATION MAPLE VALLEY, WA 98038 DESIGN OR CONSTRUCTION.
PH: 206.941.5300
KNOW ALL PEOPLE BY THESE PRESENTS that we, the undersigned
EMAIL: jw—millard@yahoo.com BASS OF BEARING
owners of interest in the land hereby short subdivided, hereby declare N01 °04'07"E THIS SURVEY WAS PERFORMED EXCLUSIVELY FOR RUSSEL
this short plat to be the graphic representation of the short subdivision CENTERLINE OF 41ST PLACE S. BETWEEN FOUND MONUMENTS AS MILLARD, HIS HEIRS AND ASSIGNS. T.E.L.S. PLLC. ASSUMES
made hereby, and do hereby dedicate to the public forever all the SHOWN ON NORTHLAKE RIDGE VOL.219 PAGE 86 NO LIABILITY FOR ANY OTHER USES OF THIS INFORMATION.
easements and tracts shown on this short plat for all public purposes
as indicated thereon, including but not limited to parks, open space, SURVEYOR
utilities and drainage unless such easements or tracts are specifically
identified on this short plat as being dedicated or conveyed to a person CONTACT: DAN TOUMA
or entity other than the public, in which case we do hereby dedicate TOUMA ENGINEERS & LAND SURVEYORS
such easements, or tracts to the person or entity identified and for 255 SW 41ST ST, RENTON, WA 98057 EQUIPMENT USED EX/STING PARCEL LEGAL DESCRIPTION
the purpose stated. PH: 425.251.0665 —
Further, the undersigned owners of the land hereby short LEICA TCRP 1203 ROBOTIC TOTAL STATION
subdivided waive for themselves, their heirs and assigns and an EMAIL: toumaengineering@gmail.com
g y &LEICA CS15 FIELD CONTROLLER person or entity deriving title from the undersigned, any and all claims
COMMENCING AT THE SOUTHEAST CORNER OF THE FOLLOWING PARCEL OF LAND DESCRIBED
.
for damages against the City of Federal Way, its successors and assigns AS FOLLOWS, THE SOUTH 244 FEET OF THE WEST 220 FEET OF THE EAST 730 FEET OF THE
which may be occasioned by the establishment, construction, or main— NORTH HALF OF GOVERNMENT LOT 4, SECTION 15, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M.,
tenance of roads and/or drainage systems within this short subdivision IN KING COUNTY, WASHINGTON. (ALSO KNOWN AS THE SOUTH 244 FEET OF THE WEST 220
other than claims resulting from inadequate maintenance by the NET PLAT AREA
City of Federal Way. _ FEET OF TRACT 115 OF NORTH LAKE SHORE LANDS, AN UNRECORDED PLAT),
Further, the undersigned owners of the land hereby short GROSS PLAT AREA 53,334 SF (1.22 AC)
subdivided agree for themselves, their heirs and assigns to indemnify and ROW DEDICATION =6>195 SF 0.14 AC THENCE NORTH 01°05'42" EAST ALONG THE EAST LINE OF SAID SUBDIVISION A DISTANCE OF
hold the City of Federal Way, its successors and assigns, harmless from ( )
any damage, including any costs of defense, claimed by persons within or TRACT A =2,643 SF (0.07 ACC 469.58 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 01°05 42" EAST
without this short subdivision to have been caused by alterations of NET PLAT AREA ALONG THE DESCRIBED EAST LINE OF SAID SUBDIVISION A DISTANCE OF 187.09 FEET; THENCE
the ground surface, vegetation, drainage, or surface or sub —surface 62,172 SF (1.43 AC) NORTH 89°01'38" WEST A DISTANCE OF 220.00 FEET; THENCE SOUTH 01°05'42 WEST A
water flows within this short subdivision or by establishment, con-
struction or maintenance of the roads within this short subdivision. DISTANCE OF 117.06 FEET; THENCE NORTH 89`07'45" WEST A DISTANCE OF 210.00 FEET TO
Provided, this waiver and indemnification shall not be construed as releasing THE EAST LINE OF 38th AVE S RIGHT OF WAY; THENCE SOUTH 01°05'42" WEST ALONG THE
the City of Federal Way, its successors or assigns, from liability for EASTERLY LINE OF 38th AVE S A DISTANCE OF 99.85 FEET TO THE SOUTH LINE OF THE
damages, including the cost of defense, resulting in whole or in part"`
from the negligence of the City of Federal Way, its successors, or assigns. NORTH 1530 FEET OF SAID SUBDIVISION THENCE SOUTH 89°07'11" EAST A DISTANCE OF
!°"'
This subdivision, dedication waiver of claims and agreement to N - �' 210.00 FEET;THENCE NORTH 01°05'42" EAST A DISTANCE OF 29.50 FEET; THENCE SOUTH
hold harmless is made with the free consent and in accordance with the 89°07'11" EAST A DISTANCE OF 220.00 FEET TO THE EAST LINE OF SAID SUBDIVISION TO THE
PR 0�Ei i T
desires of said owners. TRUE POINT OF BEGINNING
IN WITNESS WHEREOF we set our hands and seals. SITE
Name Name�2
Name Name _
�o
s
State of Washington )
ss.
County of ) =,
I certify that I know or have satisfactory evidence that
S 336TH ST
18
O
signed this instrument and acknowledged it to be (his/her) free and
S 333RD PL
voluntary act for the uses and purposes mentioned in the instrument. s
Signature of
Notary Public
Printed name S 342ND ST
Dated
18
My appointment expires S 344TH ST
State of Washington )
ss.
County of )
I certify that I know or have satisfactory evidence that
signed this instrument and acknowledged it to be (his/her) free and
voluntary act for the uses and purposes mentioned in the instrument. Signature of RESUBMI77ED LLI
Notary Public s (�
Q
Printed name Dated DEC 2019
1-1
My appointment expires
VICINITY MJ
AP CrrY OF FEDERAL WAY O
NTS UNITY DEVELOPMENT >
RECORDER'S CERTIFICATE ................:... LAND SURVEYOR'S CERTIFICATE DAN TOUMA' M. T
filed for record this ........... day of .......... 20....... at ...... M This Short Plat correctly represents a survey made by TOUMA ENGINEERS & LAND of WAS JON SHORT PLAT
me or under my direction in conformance with the SURVEYORS tip"
in book .......... of ..... ...at page ......... at .the .request of �
requirements of the appropriate State and City 255 SW 41 ST ST m
..... Statue and Ordinance in November, 2016 -c� DWN. BY DATE JOB NO.
RENTON, WA 9805738992� DAW 12/10/19 16128A
PH: 425.251 .0665 LL CHKD. BY SCALE SHEET
Mgr. Supt. of Records Certificate No. 38992
DMT N/A 1 OF 3
K: \DEVREV\BLA\FEDSSPA.DWG
CITY OF
Federal
REVISED JANUARY 2017
SHORT PLAT
N 0.16-105598-00- SU
CITY OF FEDERAL_ WAY
KING COUNTY, WASHINGTON
0 40 80
HORIZONTAL SCALE
FOUND 1/2"REBAR W/ CAP "34671°
- - 509, 98'
EXISTINGFIRE
HYDRANT
i
S89'08'55"E 250.03' (MEAS.) (BASIS OF BEARING)
NORTH MARGIN OF NORTHLAKE RIDGE DIVISION NO. 2
(VOL. 225, PGS. 20-25)
RECORDING NO. VOL./PAGE
SCALE: 1 inch = 40 ft.
0 40 80
PORTION OF
SE 1 /4 of SW 1 /4, S. 15 T. 21 N., R.4 E.,W.M.
FOUND 1/2",REBAR W/ CAP "34671
p
05Spp� P bZ 501 �gP
65a0v�
`� 6 618G �S 6� 61$ �•�96 601�� ?Y 6� REF
�S °��yF. • ,J�P Ci � �yS �yP �c,9 • dap �J�
4�
CB I �s� 610
RIM=417 97
12" CMP(N)=415 92 Rya.
12" CMP(E) 415.92 I \ / / CONC. RETAsN1NG'WA!--(, S?RADDLE LINE
S. $dEK� 421 f')NJ 1/2° RE$AR W/ CAS „27328"
12" CMP(S) 415.12 c 5' BACK
N89- 01' 38"W, 220.00' / 'a o S & 9 8' . W. OF CALC'D.
11O OW _ _ R ERiY CORNER
I- --1�0.00' I -
5' SIDE -.� ---- ---- �`
5' SIDE I —
34, ! o I ; L- 5' SIDE_' \SIDE
o I h I _- I / yPS��P• Cz
I l p \ LOT 2 I yP
.EXISTING STRUCTURES TO REMAIN
ICE 33214 38TH AVE S 6p-0�y° wN �r /
LOT 1 9,622 SF
j FEDERAL WAY, WA. 98001 61 � \o °OI — l 9,641 SF �P o f
�
! z Z I N45°59'16"E, 17.71' z �I
o I 20'J 2�0 N44°00'44"W, 17.64' I 1 I
- - - --
{� 5' FRONTCY)A I /\ I I N
PRIVATE ACCESS o v I I I oo �P'P
2z-� S S89'0T11 E, 97.50s L S89'0717 E 97 50
CONC. N. 1530' OF THE S.W./4, SEC. 15, — — — — —
(�5' SIDE — — TRACT A I
T. 21. N., R. 4 E, n M. cn � A � I P
5' FRONT
�I 5 SIDE 20'2 6043 SF 20' FRONT 5'/SIDE H r,
BLA Parcel B 19 I 5' IACK/-
I �2 r N89°07'45"W 21000' — _ _- — — — — — — — V 62 172 SF I 00 �
—
I i FRONT `h ----- -- 1 0°— 24.�' 5' BACKK/-- J LOT 4 I / N N I LOT 3 I IW I °oz'p&
- \ I \.� —•- i LOT 5 - I - 5' BACK 9,630 SF I I 9,664 SF I_ I 6�a0°°96
;i ri �\ 14,777 SF I I I o I o
417.78 I'JT \ { :I I EXISTING STRUCTURE ( _ 21.8 I o I S°OP
o \ C 3' LIGHTING EASEMENT J , I o
CONC. ! S L TO BE REMOVED J I aO1 (TYP.)I I p6 0 sJ s I
SEE NOTE 3 -c -- - - I of I "t,'s
10' LI ! j 'Lj ,j �� 10' SIDE I I v�9 I I 6�PQP0°°
SIDE ! ! r-=-1 — 30' INGRESS, EGRESS &-
" I/ o ! i I —_ I I UTILITY EASEMENT PER REC B '
L _— 15.3' 1 J 2.4' _ 17.9' — — J �I_ — N0. 7504090045
C2 C1 I I — 10' PSD EASEMENT PER �0
— I i$ dl I NORTH LAKE RIDGE 09�y0° -- L — — — — ! ROW yL
------------ 627=-- 54' 27. 99:76' I
S89. 07' 11'E, 220.00' I I 6�� �5
o h N1°04fE>`29.50' 42�-- N o\ - ----- - --------------- �47 I �r*
_ --- - Q— -- -L -- - -� 4f - �— 3 - - „ - EX 8 WATER 5' SIDE 9 I 20' INGRESS, EGRESS &
! 'I' r i ROW -PIT 0POSi� D .5TREET / � -_—�—� —W — — —W — — UTILITY EASEMENT PER REC.
I ( \- -(-; - - - - RO TRACT B I I
i NO. 7902050839
S89. 07' 11�, 210.00' j - - - `- �R SSF-m PLA — — — — — I
I+� �� G� /� S. LINE, N. 1530' CF \ — — — — — — — — — — — — �'-1---------
11
20' EASEMENT FOR WATER FACILITIES
4 Y' THE S.W. 1/4, SEC. 15, \ PER RECORDING NO. 2003 1014000202 — — — — — —
T. 21 N., R. 4 F, W.M.ALSO A 20' INGRESS, EGRESS & UTILIY
EASEMENT
PUBLIC ROADWAY THE SOUTH 5' OF PARCELLC IS A 5' PUGET SOUND
( i i POWER & LIGHT EASEMENT PER REC. NO. 5189021
f' 6,195 SF
TO BE DEDICATED TO S1 °05'42 W, 29.50'
THE CITY AS RIGHT OF / / P�° y`' T
i M WAY BY STATUATORY
WARRANTY DEED - 10 - - - ---- --
Ili (i�• �,htl I �o °`�P�o°
DAN TO U MA M. T
TOUMA ENGINEERS & LAND W I�
SURVEYORS
co
255 SW 41 ST ST,
RENTON, WA 98057 �
38992�
PH: 425.251 .0665 STEg-
L LAB
LEGEND
PARCEL LINE
PROPOSED LOT LINE
— — — — — — — — — BUILDING SETBACK LINE
• SET MONUMENT
0 FOUND MONUMENT R&C AS NOTED (12/22/15)
PLAT NOTES:
1. LOTS 1-4, INCLUSIVE, SHALL HAVE UNDIVIDED INTEREST IN
ACCESS AND UTILITY TRACT A OF THIS SHORT PLAT AND
TRACT B OF RUSSELL PLAT. ALL MAINTENANCE OF SAID
TRACTS SHALL BE SHARED EQUALLY AMONG LOTS 1-4 OF THIS
PLAT.
2. THE PROPERTY OWNERS OF THIS SHORT PLAT (LOTS 1-5
INCLUSIVE), TOGETHER WITH THE OWNERS OF THE RUSSELL
SHORT PLAT (LOTS 1-6 INCLUSIVE), RECORDED UNDER
RECORDING #-------------- SHALL SHARE IN THE
OWNERSHIP AND MAINTENANCE RESPONSIBILITY OF STORMWATER
TRACT A OF THE RUSSELL SHORT PLAT.
3. EXISTING STRUCTURE SHALL BE REMOVED PRIOR TO RECORDING.
CURVE TABLE
CURVE #
LENGTH
RADIUS
I DELTA
C1
15.47
52.50
16.89
C2
16.29
27.50
33.94
DWN. BY
DAW
CHKD. BY
DMT
DATE
12/10/19
SCALE
1 40'
JOB NO.
16128A
SHEET
2OF3
K: \DEVREV\BLA\FEDSSPA.DWG
CITY OF
4:��AL
Federal
REVISED JANUARY 2017
SHORT PLAT
NO.16-105598-00-SU
CITY OF FEDERAL WAY
KING COUNTY, WASHINGTON
0 0
29.5'
20.5'
19 LIGHTING EASEMENT I
5' 4' �
SIDEWALK LANTE 10 10'
2.0%
CEMENT CONCRETE SIDEWALK7rntjrr'�rTr
2�� 2 0%
PER FEDERAL WAY STD PLAN ---
3-3 & 3-12
EXTRUDED CONCRETE CURB PER
CITY STANDARD DETAIL 3-4A
CEMFIC
CURB & GUTTER PER .25' HMA CL 1/2", PG 64-22
WSDOT STD PLAN F-10.12
(TYP.) .17' CSTC
.42' CSBC
SECT/ON A A
N TS _
PUBLIC ROADWAY TO BE DEDICATED TO CITY
z z
Ctf
H H
U U
a a
25' TRACT
20'
2.0%
2� 76
THICKENED EDGE
ASPHALT CURB
.17' HMA CL 1/2", PG 64-22
.17' CSTC
SECT/ON B-B
NITS
TRACT A - PRIVATE ACCESS PER CITY STD DETAIL 3-2DD
DAN TOUMA
TOUMA ENGINEERS & LAND
SURVEYORS
255 SW 41 ST ST,
RENTON, WA 98057
PH: 425.251.0665
RECORDING NO. VOL./PAGE
VERT. 1 inch = 2 ft.
SCALE: 0 2 4
HORIZ. 1 inch = 10 ft.
0 10 20
PORTION OF
SE 1 /4 of SW 1 /4, S. 15 T. 21 N., R.4 E.,W.M.
w
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�3,F WAST JON SHORT PLAT
�e o DWN. BY DATE JOB NO.
�,�38992� DAW 12/10/19 16128A
S STD
L LAB CHKD. BY SCALE SHEET
DMT N/A 3 OF 3
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PROJECT TEAM
OWNER/DEVELOPER/APPLICANT CIVIL ENGINEER/CONTACT
CONTACT: JONOTHAN J. MILLARD CONTACT: SCHWIN CHAOSILAPAKUL, PE
PO BOX 319 PATRICK HARRON & ASSOCIATES, LLC
MAPLE VALLEY, WA 98038 14900 INTERURBAN AVE S, SUITE 279
PH: 206.941.5300 SEATILE, WA 98168
EMAIL* jw—m llard0yahoo.com PH: 206.674.4659
EMAIL schwin0patrickharron.com
SURVEYOR
CONTACT: DAN TOUMA
TOUMA ENGINEERS & LAND SURVEYORS
255 SW 41ST ST, RENTON, WA 98057
PH: 425.251.0665
EMAIL• toumaengineering®gmail.com
HORIZONTAL & VERTICAL DATUM
HORIZONTAL DATUM: NAD 1983/91
VERTICAL DATUM: NAVD88
REFERENCE SURVEY
NORTHLAKE RIDGE VOLUME 219, PAGE 86
BASIS OF BEARING
N01'04'07"E
CENTERLINE OF 41ST PLACE S. BETWEEN
FOUND MONUMENTS AS SHOWN ON
NORTHLAKE RIDGE VOL219 PAGE 86
EQUIPMENT USED
LDCA TCRP 1203 ROBOTIC TOTAL STATION
& LEICA CS15 FIELD CONTROLLER
NOTES
THIS SURVEY WAS PERFORMED BY FIELD TRAVERSE WITH
FINAL RESULTS MEETING OR EXCEEDING THE CURRENT
TRAVERSE STANDARDS CONTAINED IN W.A.C. 332-130-090.
ONLY ABOVE GROUND, VISIBLE UTILITIES WERE LOCATED THIS
SURVEY. ALL U11UTIES SHOULD BE VERIFIED PRIOR TO ANY
DESIGN OR CONSTRUCTION.
THIS SURVEY WAS PERFORMED EXCLUSIVELY FOR RUSSEL
MILLARD, HIS HEIRS AND ASSIGNS. T.E.L.S. PLLC. ASSUMES
NO LIABILITY FOR ANY OTHER USES OF THIS INFORMATION.
I
j
I
I
I
CS I
RIM=417.97 I I
12" CMP(N)=415.92
12" CMP(E)=415.92
12" CMP(S)=415.12
ti !
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I � I
4-11
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i f
`•• I I
EL.=417.78
12" CONC.
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JON SHORT PLAT
SE 1/4, SW 1/4 ,SEC. 15, TWP 21 N, RGE 4 E, W.M.
0 30 60
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HORIZONTAL SCALE
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+ I
+ 1
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CONC. RETAINING I WALL STRADDLES LINE
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FOUND 1/2" REIJAR W/ CAP *27328"
0.1'i S. & 9.0 W. OF CALC'D.
PROPERTY CORNI=R
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PROD. NO. DSN, BY:
16128 SC
DWN. BY: CHK. SY:
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RESUBMITTED DATE: 12/10/19
DEC 11 2019 SCALE: AS SHOWN
C1 Y OF FEDERAL WAY DRAWING NO. r E-01
COMMUNITY OB LO�P'MEW 1
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PROJECT TEAM
JON
SHORT
PLAT
OWNER/DEVELOPER/APPLICANT
CIVIL ENGINEER/CONTACT
LEGEND
CONTACT: JONOTHAN J. MILLARD
CONTACT. SCHWIN CHAOSILAPAKUL, PE
SE 1/4, SW 1/4,
SEC. 15, TW P 21
N , R G E 4 E W.M.
— _ _ — CLEARING LIMITS/TREE RETENTION AREA
PO BOX 319
PATRICK HARRON & ASSOCIATES, LLC
,
MAPLE VALLEY, WA 98038
14900 INTERURBAN AVE S. SUITE 279
CONIFEROUS TREE TO REMAIN
PH: 206.941.5300
SEATTLE, WA 98168
EMAIL jw-nillard0yahoo.com
PH: 206.674.4659
DECIDUOUS TREE TO REMAIN
EMAIL schwin0patrickharron.com
CONIFEROUS TREE TO BE REMOVED
SURVEYOR
DECIDUOUS TREE TO BE REMOVED
CONTACT: DAN TOUMA
TOUMA ENGINEERS & LAND SURVEYORS
-SF — — — SILT FENCE
255 SW 41ST ST, RENTON, WA 98057
PH: 425.251.0665
O INLET PROTECTION
EMAIL toumaenginwdngOgmail.com
0
30
60
/III
HORIZONTAL SCALE
CONSTRUCTION ENTRANCE
HORIZONTAL & VERTICAL DATUM
I
,
I
HORIZONTAL DATUM: NAD 1983/91
VERTICAL DATUM: NAVD88
!
CB
RIM=417.97
I
' I
REFERENCE SURVEY
NORTHLAKE RIDGE VOLUME 219, PAGE 86
12" CMP(N)=415.92
12" CMP(E)=415.92
"
12 CMP(S)=415.12 ®
r -- /—'
/ i
's
) —
V
CONIC, RETAINING
—
—
.ALL S WDLES,, LINE
1 -- _ i
I
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i
s O. t S. 9.8' W. OF CALC'D.
�
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—
- -
o
------------ ---
BA S I S O F" BEARING
I
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I
N01'04'07"E
16
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'
CENTERLINE OF 41ST PLACE S. BETWEEN
15 I
I
LOT 2
I
ii
FOUND MONUMENTS AS SHOWN ON
I
o N
/ LOT 1
I
I
PAD ELEV:
421.00
p
NORTHLAKE RIDGE VOL219 PAGE 86
I
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—2.7&
II
I
421.30
EQUIPMENT USED
I 3 � 1
_ 1B
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II
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;,
I I
\
LEICA TCRP 1203 ROBOTIC TOTAL STATION
'
W
& LEICA CS15 FIELD CONTROLLER
t I
EL.=427.22
12" CONC.
SURVEY NOTES
THIS SURVEY WAS PERFORMED BY FIELD TRAVERSE WITH
FINAL RESULTS MEETING OR EXCEEDING THE CURRENT
TRAVERSE STANDARDS CONTAINED IN W.A.C. 332-130-090.
_ \
32
ONLY ABOVE GROUND, VISIBLE UTILITIES WERE LOCATED THIS
` 1::.:
34
i
SURVEY. ALL UTILITIES SHOULD BE VERIFIED PRIOR TO ANY
�
DESIGN OR CONSTRUCTION.
EL=417.78 T
12" CONC.
THIS SURVEY WAS PERFORMED EXCLUSIVELY FOR RUSSEL
MILLARD, HIS HEIRS AND ASSIGNS. ILLS. PLLC. ASSUMES
NO LIABILITY FOR ANY OTHER USES OF THIS INFORMATION.
� 49-
1�II
_SDCB
FL421.18
NOTES
-
� 1. SLOPE ARROWS REPRESENT EXISTING GROUND CONDITIONS
r
UNLESS OTHERWISE INDICATED.
2. A PREVIOUS TREE PLAN WAS SUBMITTED FOR THIS PARCEL,
DATED 5/22/07, BY RYKELS ENGINEERING GROUP UNDER
FILE# 06-106495-00
1 2
3. SITE IS GENERALLY FLAT. GRADING LIMITED TO POND,
HOMESITES, AND UTILITIES.
1
4. NO SIGNIFICANT CUTS OR FILLS ARE PROPOSED REQUIRING
RETAINING WALLS.
Jam ---sir i
fi
CONIFEROUS TREES
TREE #
DESCRIPTION
2
24' CEDAR
9
16' CEDAR TWIN
REMOVE
22
22' FIR
23
22' FIR
26
12' CEDAR
REMOVE
30
28' FIR
31
22' FIR
32
8' FIR
33
8" FIR
34
8' FIR
35
8" FIR
36
8" FIR
DECIDUOUS TREES
DECIDUOUS TREES
TREE #
DESCRIPTION
TREE #
DESCRIPTION
REMOVE
1
10' CHERRY
REMOVE
15
12' ALDER
REMOVE
3
12" ALDER
REMOVE
16
10' ALDER
REMOVE
4
12' COTTONWOOD
REMOVE
17
10' ALDER
REMOVE
5
8' COTTONWOOD
REMOVE
18
16' ALDER
REMOVE
6
8' COTTONWOOD
REMOVE
19
6' APPLE
7
12' COTTONWOOD
REMOVE
20
8' APPLE
8
It COTTONWOOD
REMOVE
21
10' CHERRY
10
10' ALDER
REMOVE
24
8' MAPLE
11
12' COTTONWOOD
REMOVE
25
12" ORNAMENTAL
REMOVE
12
12' COTTONWOOD
REMOVE
27
6' HOLLY
13
8' COTTONWOOD TWIN
REMOVE
28
6' HOLLY
14
12' ALDER
REMOVE
29
10" ALDER
K
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EXISTING GROUND
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PROJ. NO. DSN. BY:
16128 Sc
DWN. BY: CHK. BY:
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DATE: 12/10/1
SCALE: AS SHOWN
DRAWING NO. C G 0 1
1 OF 1
GENERAL NOTES:
1. Coordinate work with other trades as required. Determine location of
underground utilities and perform work in a manner which will avoid
possible damage. Coordinate with Utilities Underground Location Center
and Owner for locations of existing underground utilities, etc. servicing
or routed through the site.
2. Provide protection of all property, persons, work in progress,
structures, utilities, walls, walks, curbs and paved surfaces from
damages incurred arising from this work. The Contractor shall pay for
any such damage at no additional cost to the Owner.
3. Prior to beginning any construction activities, arrange an on -site
pre -construction meeting with Owner's Representative to discuss and
review Tree Protection Measures around existing trees to be retained (if
noted).
4. During construction, keep pavements, building clean. Protect site and
adjacent properties from damage due to construction operations,
operations by other Contractors/trades and trespassers. Unfinished and
completed work shall be protected from damage by erosion or
trespassing, and proper safeguards shall be erected to protect the
Public.
5. Staking and Layout: Immediately notify Landscape Architect in writing
of any variance between plans and actual site. Landscape Architect has
the right to adjust the location of elements. Verify layout with Landscape
Architect prior to any installation work.
6. Verify installation conditions as satisfactory to receive work. Do not
install any site elements until any unsatisfactory conditions are
corrected. Beginning of work constitutes acceptance of conditions as
satisfactory. When conditions detrimental to plant growth/contructed
elements, are encountered such as rubble fill, adverse conditions, or
obstructions, notify Landscape Architect.
7. New Landscape Plantings will be hand watered by Owner OR by
Owner Option, a Bidder Design Automatic Irrigation System. If hand
watering is the selected Option, provide a slow release drip watering bag
('Tree Gator or approved equal) at each new tree planting.
JON SHORT PLAT
SE 1 /4, SW 1 /4, SEC 15, TWP 21 N, RGE 4 E, W.M.
PLANTING NOTES:
1. Planting soil for new planting areas shall be an approved Compost
cultivated into the existing prepared subgrade. If existing subsoil is
determined to be not suitable by Landscape Architect, a pre -mixed garden
soil with a 'Sandy Gravelly Loam' texture shall be used as an amendment.
Provide textural and nurtrient analysis for review and approval. Minimum
soil specifications after amendments shall show a minimum organic
content of 10% (by weight) and pH shall be between 5.5- 7.0.
2. Soil Preparation: Lawn Areas: Determine/ attain lawn bed subgrade
and cultivate to a minimum depth of eight inches (8"), clean/ remove all
rocks, roots, debris over two inches in diameter. Lay a two inch (2") depth
of Compost (or three (3") depth of imported soil mix) over entire bed and
till again to a minimum depth of six inches (6") to incorporate Compost
thoroughly into grade. Then lay a two inch lift of Compost (or four (4")
depth of imported soil mix) and till again. (total of 4" of added Compost or
total of 7" of imported soil mix). Note that finish grade of lawn surface
shall be one inch (1 ") below adjacent paved surfaces.
3. Fertilize all installed plants during backfill operations with 4-2-2 Agro
Transplanter as recommended by Manufacturer. Fertilize Lawn with
'Starter Fertilizer as recommended by Grower.
4. Substitutions or changes in materials and placement shall be made
only on the written change orders as agreed between Contractor,
Landscape Architect, City and Owner.
5. Mulch base of all Street Trees with a minimum three inch (3") depth of
approved coarse bark'mulch'. mix. Finish grade of mulch shall be 1"
below adjacent hard surfaces/ walls.
6. Stake trees per detail and as directed by Landscape Architect.
7. Maintenance: Provide landscape maintenance immediately after
planting. Work to include but not limited to pruning, resetting of plants,
restoring eroded areas, adjustments to staking and removal of
weeds/debris as required for healthy growth of plants. Maintain until Final
Acceptance, but in no case less than 30 days (including a min. of two lawn
mowings if applicable).
8. The Landscape Architect retains the right to inspect trees, shrubs and
groundcover for compliance with requirements for plant size and quality at
any time. This includes but is not limited to size and condition of rootballs,
root systems, insects, latent injuries and defects. Remove rejected material
immediately from project site.
L01
WEB OR
TREE TIE
,-
2' MIN
� 2"x2"x 8'-0" WOOD
0 1'_0" TREE STAKE (2 TYP)
MIN. 4" PERR PIPE, FILLED
FINISH GRADE r WITH OD C ROCK SIDEWALK
I WOOD CHIP MULCH
Cq]
ROOT WRIER •-- • 11 i i
(TYP., BOTH SIDES) I ;i i
gl i i
BACKFILL WITH CLEAN
NATIVE SOIL V-6" MIN.
REMOVE BURLAP FROM NOT TO SCALE
NOTES: TOP 1�3 OF ROOT BALL
ADD 3 WATERING RING MIN. 2X ROOT BALL 1RM NATIVE SOIL
PLANTING:
1, Dig hole 2-3 times the width of the root ball and as deep as the root ball. Do not
make hole deeper than root ball.
2. Remove containers, biodegradable pots, synthetic or treated burlap, wire, twine, or
ropes. Leave natural burlap in place and fold back. Loosen the roots and spread or cut
circling roots.
3. Place top of root ball even with or slightly higher than soil grade on firm soil. Do
not add soil amendments or gravel unless approved by Public Works Director.
4. Install 4"x 24" perforated drain pipe; fill with drain rock. Pipe shall not extend more
than 1 /2" above finish grade.
5. Back fill with clean native soil. Firm soil around the root ball; water slowly and
thoroughly.
6. Mulch around tree with 2-4" wood —chip mulch. Do not place mulch next to trunk.
ROOT BARRIER:
1. Root barrier shall be rigid High Impact Polypropylene treated with UV inhibitors,
minimum 18" height, with 1 /2" raised vertical ribs 6" on center, or approved equal.
2. Install root barrier in continuous 12' strip, centered on tree, next to sidewalk and
curb according to manufacturer's directions. Exposed edge shall not extend more than
1/2" above finished grade.
STAKING :
1. Use 2, 2"x2" by 8' long wood tree stakes. Da not drive stake through root ball.
2. Attach tree to stake with canvas web belting or rubber, using a figure--8 formation.
TAGS:.
1. Remove tags after inspection.
REY JAy 2(tF9
cmov
PUBLICSTREET TREE PLANTING DWG. NO.
��F' M % WORKS IN PLANTER STRIP 3-29
'I
32
33
34
9. Upon completion, the Contractor shall request a 'Substantial
Completion' of the installed work. Upon completion of the inspection,
the Landscape Architect shall prepare a Contractor's list of items to be
completed or corrected (Punch List) and indicate the time period for
their completion or correction. If based on the opinion of the
Landscape Architect the bulk of the work is acceptable, a Provisional
Acceptance shall be granted. The Landscape Architect will make an
inspection for Final Acceptance of the Work upon request by the
Contractor. If all of the items of the Punch List have not been
completed to the satisfaction of the Landscape Architect, additional
inspections will be scheduled at the request of the Contractor. Final
Acceptance shall not be granted until all of the items of the Punch List
have been completed to the satisfaction of the Landscape Architect. At
this time the Landscape Architect shall certify in writing the Final
Acceptance of the Work.
M
PLANT SCHEDULE
Qty. Symbol Botanical/ Common Name Size/ Remarks
TRFFS-
5
5
0
3
3
Acer circinatum/ VINE MAPLE
Calocedrus decurrens/ INCENSE CEDAR
-JCarpinus carolinana/ AMERICAN HORNBEAM
el!k.Is contorta/ SHORE PINE
�X Pyrus c. 'Capital'/ FLOWERING PEAR
as needed 0
min. 1-1/2" cal.
min. 6'-0" hgt.
min. 2" cal., street tree form
min. 6'-0" hgt.
min. 2-1/2" cal., street tree form
SHRUBS/ PERENNIALS/ GROUNDCOVERS:
No. 1 Sod, non -netted
* Plant sizes are specified per the American Standard for Nursery Stock, Publication -
May 2, 1986 sponsored by the American Association of Nurserymen, Inc.
* If plant quantity shown on schedule conflicts with what is represented by symbol
on Plan, the quantity represented by symbol shall be used.
* Plan€ inarries shown in'bold' e n ativer 1•-°NOj adaptive species.
UUNU. KLIAININGIWALL STRADDLES LINE
i
' 89' 01' 38'W, 220.00'
I
I
— — — — — — — — — — — - G` ,
14
16-/ �JJi V �� I • I
I I 13 12
15 I I
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I
Existing Tree to be
Removed (typical)
I
3—� 2
I- — — — — — — — — — — — ii
I
Off -Site l'rees(typ.)--- TO- ------------ ------------ 1 1
!- --------------, 27 Existing Tree to be 29 19 2n
I Retained (typ.)
31�
21
'
- --.�1----------,��23
36 ----
I II - - 22
Tree Number (typical). See r.1 f 1
1 Clearing and Grading Plan for N - Streeit ei '(w/ 4'-0" o 1
�- � Tree
154 Existing Tree Schedule.: I
__ ___________ t r. ,� wide grass -free
zone around base I
(— --- 1 _-------;;r;�-----r--1--(typical) — ---1 -----
---
S89' 07' 11 "E, 210A0'- - -
Existing Laurel
Hedge to be - - - -
Removed
— — — — — — — — —1
— — K\01/2
10 >r o
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_ I---------
9
1
Replacement Trees
(typical)
I
- r OUND 1 /2" RdAh
0.1't S. & 0.8',4 "s..
PROPERTY CORNIr-4
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0' 10' 20' 40'
SCALE: 1" = 20'- 0"
North
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P P 11
STATE OF
WASHINGTfN
A"GLENN
E D
A
ACETE NO. 3
Glenn Takagi
Landscape Architect
18550 Firlands Way N.
Suite #102
Shoreline, WA 98133
(206) 542-6100
glenco1029@earthlink.net
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Project No.:
Drawn: GT
Checked: GT
Drawing Issue:
5.22.19
7.22.19
Revisions:
0 7.22.19_TechLtr #2
Sheet
L 1
1 of 1