HomeMy WebLinkAboutLarge FormatLEGAL DESCRIPTION
TAX LOTS 6199000160 & 6190000161
TRACT 8 OF NORTHWESTERN GARDEN TRACTS, DIVISION NO. 5,
ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 47 OF
PLATS, PAGE 90, RECORDS OF KING COUNTY, WASHINGTON.
VERTICAL DATUM
KING COUNTY BENCHMARK "F6A" ELEV = 496.82 NAVD 88
3" BRASS DISK IN DRILL HOLE IN CONCRETE VAULT; BRASSY
STAMPED "KING COUNTY KC-F-6A 1993"
NOTES
THIS SURVEY WAS PERFORMED BY FIELD
TRAVERSE WITH THE FINAL RESULTS
MEETING OR EXCEEDING THE CURRENT
TRAVERSE STANDARDS CONTAINED IN
W.A.C. 332-130-090.
THIS SURVEY WAS CONDUCTED WITHOUT
THE BENEFIT OF A CURRENT TITLE REPORT
AND THEREFORE DOES NOT PURPORT TO
SHOW ALL EASEMENTS OR RESTRICTIONS
OF RECORD, IF ANY.
THE BOUNDARY CORNERS AND LINES DEPICTED ON
THIS MAP REPRESENT DEED LINES ONLY. THEY DO
NOT PUR PORT -TO SHOW OWNERSHIP LINES�7HAT MAY
OTHERWI E BE DETERMINED BY A COURT OF LAW.
EQUIPMENT USED
NIKON DTM-520
RANGER 200T DATA COLLECTOR
LEGEND
FOUND SECTION CORNER AS SHOWN
00000 FOUND 1/4 CORNER AS SHOWN
• REBAR W/ CAP LS36795 SET
SET MAG NAIL WITH FLASHER
0 OTHER CORNERS FOUND
FOUND MONUMENT AS SHOWN
x
x
BARBWIRE FENCE
❑
❑
BOARD FENCE
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CHAINLINK FENCE
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SANITARY SEWER LINE
D
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STORM DRAIN LINE
W
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WATER LINE
SS
SEWER MANHOLE
®
STORM DRAIN MANHOLE
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STORM DRAIN! CATCH BASIN
®
WATER METER
D4
WATER VALVE
FIRE HYDRANT
-�-
POWER POLE
TO
TELEPHONE PEDESTAL
[]
POWER METER
OHP
OVERHEAD POWER LINES
FOUND SEPTEMBER 7, 2005
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 _BILL_ &_TINA VANENGLENBURG
THIS 1 6th_- DAY OF SEPTEMBER /91
---------- -----/-v✓-= ________________ CERTIFICATE NO. L.5.36795
PROFESSIONAL LAND SURVEYOR Michael R. DeWitt
005
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DESIGNED BY
9/16/2005
DATE
VANENGLENBURG
PROJECT NAME
SHEET 1
OF 1
AUG 16 2007
K.C. D.D.E.S.
1s.
Job Number
12542
Sheet
1 of 2
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18215 72ND AVENUE SOUTH Designed. CES Scale:
KENT, WA 98032 Drawn cEs Horizontal
(425)251-6222
(425)251-8782 FAX Checked cEs 1 p=40'
U
'`*.< L Approved DD Vertical
CO CIVIL ENGINEERING, LAND PLANNING, 1'=10'
G�T,NG ENGi� SURVEYING, ENVIRONMENTAL SERVICES Date 1 24 08
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For
BILL VANENGELENBURG
258302-139TH PLACE S.E.
(CENT, WA 98042
(253) 538-0011
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1 2/08/08 AJ AD IH REVISIONS PER LETTER FROM KING COUNTY DATED 11/29/07
18/02/071 AJ I AD IH I PLAT SU13MITTAE
No. I Date I By I Ckd. Appr. Revision
PRELIMINARY ENTERING SIGHT
DISTANCE EXHIBIT
FOR
KRLSRrS ('03?®SSING
Fi1e:P:\12000s\12542\exhibit\12542-esd.dwg Date/Time:2/21/2008 12:33 PM Scale:l'-0" = 1'-0"-XREF-XREF-XREF BCLARK _Xref: , z12542-pt.dwg, z12542-ps.dwg, z12524-Jessie Glen.dwg, ddawes.dwg
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LEGAL DESCRIPTION
PARCEL A:
TRACT 8 NORTHWESTERN GARDEN TRACTS DIVISION NUMBER 5 ACCORDING TO THE PLAT
THEREOF RECORDED IN VOLUME 47 OF PLATS AT PAGE 90 RECORDS OF KING COUNTY
WASHINGTON;
EXCEPT THE EAST 65 FEET OF THE WEST 141 FEET OF THE SOUTH 155 FEET OF TRACT
8 NORTHWESTER GARDEN TRACTS DIVISION NUMBER 5 ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME, 47 OF PLATS AT PAGE 90 RECORDS OF KING COUNTY WASHINGTON.
PARCEL B:
THE EAST 65 FEET OF THE WEST 141 FEET OF THE SOUTH 155 FEET OF TRACT 8
NORTHWESTER GARDEN TRACTS DIVISION NUMBER 5 ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 47 OF PLATS AT PAGE 90 RECORDS OF KING COUNTY WASHINGTON.
SITUATE IN THE COUNTY OF KING STATE OF WASHINGTON.
REFERENCE SURVEYS
NORTHWESTERN GARDEN TRACTS DIVISION NUMBER 5
AFN 4061621 IN VOLUME 47 PAGE 90 RECORDS OF KING COUNTY
SURVEY INFORMATION
PROCEDURE / NARRATIVE
A FIELD TRAVERSE USING A "NIKON NPL 362" TOTAL STATION, AND "TDS RANGER" DATA
COLLECTOR SUPPLEMENTED WITH FIELD NOTES WAS PERFORMED, ESTABLISHING
THE ANGULAR, DISTANCE, AND VERTICAL RELATIONSHIPS BETWEEN THE MONUMENTS,
PROPERTY LINES, AND TOPOGRAPHIC FEATURES AS SHOWN HEREON. A "LIETZ B-2A"
AUTOMATIC LEVEL WAS USED TO CHECK AND ESTABLISH THE ELEVATION OF
BENCHMARKS AND CONTROL POINTS. THE RESULTING DATA MEETS OR EXCEEDS THE
STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332-130-090.
DATES OF SURVEYS
FIELD SURVEYS BY BARGHAUSEN CONSULTING ENGINEERS, INC.
CONDUCTED IN AUGUST, 2006
ALL MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT TIME.
HORIZONTAL DATUM - BASIS OF BEARINGS
THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION
33, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M. SAID LINE
BEARS S89'33'09"E AS MEASURED FROM KING COUNTY
HORIZONTAL CONTROL POINTS AS NOTED HEREON.
KING COUNTY SURVEY CONTROL POINTS USED AS LISTED
THE KING COUNTY HORIZONTAL AND VERTICAL CONTROL
POINTS USED FOR THIS SURVEY WERE NUMBERED 3831,
5789, 5808, 5790, 3830.
NOTE
1. UNDERGROUND UTILITIES AND FEATURES DEPICTED HEREON ARE BASED ON FIELD
OBSERVATION, MARKINGS, DEVELOPMENT PLANS, AND/OR AVAILABLE RECORD DOCUMENTS
ONLY. THE TRUE LOCATION, NATURE AND/OR EXISTENCE OF BELOW GROUND FEATURES,
DETECTED OR UNDETECTED, SHOULD BE VERIFIED.
2. STEWART TITLE COMPANY ALTA HOMEOWNER'S POLICY ORDER NUMBER 205121069 DATED
SEPTEMBER 21, 2005 AT 8:00 AM WAS RELIED UPON FOR TITLE INFORMATION AND
SUPPORTING DOCUMENTS. PLEASE REFER TO THAT REPORT FOR FURTHER INFORMATION
REGARDING FINANCIAL MATTERS BEYOND THE SCOPE OF THIS SURVEY.
LEGEND
(C)
CALCULATED
SURVEY MONUMENT (AS NOTED)
(M)
MEASURED
BENCHMARK
(❑)
PLATI
SECTION CORNER (AS NOTED)
TELEPHONE RISER (AS NOTED)
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FOUND REBAR/GAP (AS NOTED)
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CHAIN LINK FENCE
HOG WIRE FENCE
WOOD FENCE
FOUND MONUMENT IN CASE w/ TACK IN LEAD
ONTOP 3"X3" CONCRETE MONUMENT AT THE
INTERSECTION OF 116TH AVENUE SE AND SE 192ND ST.
KING COUNTY POINT ID #3831
32 33 1321.891' (M;
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SCALE: 1"=30'
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SECTION 33,
TOWNSHIP
23
NORTH,
RANGE
5
EAST,
W.M.
FOUND MONUMENT IN CASE w/ BRASS TACK IN LEAD
SET IN CONCRETE OR STONE AT THE INTERSECTION
OF SE 188TH STREET AND 120TH AVENUE SE
1/16 CORNER
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3"X3' CONCRETE MONUMENT IN CASE
AT THE INTERSECTION OF 120TH AVENUE
SE AND SE 192ND STREET
1/16 CORNER
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FOUND MONUMENT IN CASE w/ 1-3/4" BRASS DISC
AND PUNCH ONTOP 3"X3" CONCRETE MONUMENT AT THE
INTERSECTION OF $E 192ND STREET AND 124TH AVENUE SE
KING COUNTY POINT #3830
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SURVEYORS 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 BILL VANENGEE NBURG IN JUNE, 2006
STEAEN M. O'HEARNE PLS
WASHINGTON REGISTRATION NO. 36807
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PRELIMINA19Y STREET TREE LANDSCAPE PLANTING PLAN
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A PORTION OF THEM 1/4 OF SECTION 33, TOWNSHIP 23 N., RANGE 05 E., W.M.
KING COUNTY, WASHINGTON
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_---------' S.E.192 STREET
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-__________�.__________________ _________ PR CIPAL ARTERIAL
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I TMUAL
FIRE HYDRANT OR SIDEWALK NEXT TO VERTICAL CURB --
UTILITY POLE
PLAN
VERTICAL CURB LINE
AT INTERSECTION
NOTES:
1. TREES SHALL GENERALLY BE PLANTED BACK OF THE SIDEWALK.
PLANTING STRIPS WILL BE APPROVED ONLY AS PART OF A
LANDSCAPING PLAN IN WHICH PLANT MAINTENANCE, COMPATIBILITY
WITH UTILITIES, AND TRAFFIC SAFETY ARE DULY CONSIDERED.
2. IF PLANTING STRIPS ARE APPROVED:
A. MIN. DISTANCE FROM CENTER OF ANY TREE TO NEAREST
EDGE OF VERTICAL CURB SHALL BE 4 FEET.
B. TREES SHALL BE STAKED IN A MANNER NOT TO OBSTRUCT
SIDEWALK TRAFFIC.
C. IN CASE OF BLOCK -OUTS, MIN. CLEAR SIDEWALK WIDTH
SHALL BE 5 FEET IN RESIDENTIAL OR 8 FEET IN BUSINESS
DISTRICTS.
3. ON BUS ROUTES, PLANS SHALL BE COORDINATED WITH METRO
SERVICE PLANNING. PHONE 684-1622.
4. SEE SEC. 5.03.
5. TREES LOCATED WITHIN 4' OF STREET CURBS AND SIDEWALKS SHALL
HAVE ROOT BARRIERS PLACED ADJACENT TO AND ABUTTING STREET
CURBS AND SIDEWALKS. BARRIERS OF 8' - 10' LENGTH ARE TO BE
CENTERED ON EACH TREE. THE BARRIER SHALL EXTEND FROM 1" BELOW
TOP OF CURB FOR 18" MINIMUM, VERTICAL DEPTH.
STREET TREE LANDSCAPE PLANT MATERIAL LEGEND
SIZE
SYMBOL BOTANICAL/COMMON NAMES CONDITION SPACING QUANTITY REMARKS
TREES:
+
ACER GLABRUM /
3" CAL.
35' O.C.
13
STAKE & GUY ONE GROWING SEASON;
ROCKY MOUNTAIN MAPLE
B & B
NURSERY GROWN FOR STREET TREE USE,
BRANCHED AT 6-FOOT
o
CORNUS NUTTALLII /
3" CAL.
35' O.C. &
14
STAKE & GUY ONE GROWING SEASON;
PACIFIC DOGWOOD
B & B
AS SHOWN
NURSERY GROWN FOR STREET TREE USE,
BRANCHED AT 6-FOOT
NOTES:
1. STREET TREES ARE SHOWN AT 35' ON CENTER SPACING, WHERE POSSIBLE. ADJUST INSTALLATION
LOCATIONS TO CLEAR CONSTRUCTED DRIVES, LIGHTS, AND UTILITIES AS NOTED BELOW.
TREE CLEARANCES: DRIVES - 10', LIGHT - 15', FIRE HYDRANTS - 10', METERS & SEWER
LINES - 8', STREET INTERSECTIONS - 50'.
2. STREET TREE LAYOUT IS BASED ON PHYSICAL CONSTRAINTS OF DRIVEWAYS AND UTILITY CLEARANCES.
NOTED,DRIVEWAY LOCATIONS ARE SUBJECT TO MODIFICATIONS. NO LESS THAN SPECIFIED QUANTITIES
WILL BE INSTALLED.
3. ALL PLANTINGS TO BE PLANTED DURING FALL TO WINTER MONTHS (OCTOBER 1st TO MARCH 31 st).
4. ALL PLANTINGS TO BE PROVIDED SUPPLEMENTAL WATERING DURING SUMMER MONTHS FOLLOWING PLANTING.
5. PROVIDE A 3' DIAMETER MULCH RING AROUND EACH STREET TREE.
STREET TREE --
PROVIDE LEVEL -
WATER BASIN
STREET TREE LOCATION DETAIL
NOT TO SCALE
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PRUNE DAMAGED TWIGS AFTER PLANTING
PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED
NOTE:
KEEP ROOTBALL 3MOIST AND PROTECTED AT ALL TIMES.
HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH GRADE.
PROTECT TRUNK AND LIMBS FROM INJURY.
BACKFILL TO BE SETTLED USING WATER ONLY -
NO MECHANICAL COMPACTION.
REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS OF MATERIAL.
(2) LODGELOPE STAKES, PLUMB WITH ELASTIC CHAIN -LOCK
TYPE OR RUBBER .GUYS TIED IN FIGURE EIGHT; REMOVE AFTER
ONE GROWING SEASON
PROTECTIVE WRAPPING DURING SHIPMENT TO SITE & INSTALLATION
REMOVE AT COMPLETION OF PLANTING z
LAWN PLANTING- PROVIDE 3'0 "NO GRASS" TREE RING & 3" DEEP
MULCH LAYER COMPACTED) IN WELL. HOLD BACK FROM TRUNK
8" TO 1 O"
FINISH GRADE
R {
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PREPARE PLANTING BED PER SPECS; AT MIN., LOOSEN AND MIX o
SOIL TO 18" OR DEPTH OF ROOTBALL AND 4 TIMES BALL DIA.
REMOVE ALL WRAP, TIES, AND CONTAINERS
SCORE ROOTBALL-AND WORK NURSERY SOIL
AWAY FROM PERIMETER ROOTS
SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL
PENETRATION TO SUBBASE (+) 24"
STREET TREE PLANTING/STAKING DETAIL
NOT TO SCALE
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STREET TREE STANDARDS
KING COUNTY PUBLIC WORKS DWG. NO. 5-009
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502
PRELIMINARY SIGNIFICANT TREE RETENTION PLAN
FOR
A PORTION OF THE SW 1/4 OF SECTION 33, TOWNSHIP 23 N., RANGE 05 E., W.M.
KING COUNTY, WASHINGTON
TL) A /\T —7
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I
TURNAROUND EASEMENT
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c ' I 1 r / /o/ I CELL f#1 BOTTOM ( jj — 7
I O Z i f G< F / / `� f• L- I 4S-EL=478.00 —
`V j F 12 o/ \ 1 04 / I t
I t (��/ \ f , i..I 483 / / I�
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-- -
t I fI r - -- '1 I 1 s48 / 1 / FLAT BENCH
o I tf'r
i` j ----- ool I _ — — — —
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486 _--- -I INI ✓�`)`)
5'
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EASEMENT NCELL
d 80T. EL=4�@ °I
__---------------`iO 2 J482 I I I w I I r
484
4 I.-
I 488 __ 1 I +`
8 ------- asa ----- --- I INL
490
496
fi 1 aF
gt7�BERM EL=490.50 I
d.65 ,5 AV, I f.� ) / \,� ,' 484 €l
_O _»...............�- .........----------- ........... _ 4f32
t ! / 1 �.,•• ,7 486 '
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........ _ ...... y-MeL�- .. -
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S.E. _ _ Jr
.19 - _T 2JO STREET �' f ,1 /
__ P EX. ;EPA � � 482
------_-•-»» ... f RINCIPAL ARTERIAL f �' f `
i ...... r' r /
�84
_486
._ .496 _492
,�\ \�� ��/. r` \N\l✓ N ��\v \nl�t\V ��\ l n ���� �-`�\\ \ � �� \\ P ;�\y C'�cY J
I
CONIFER TO BE REMOVED
" 1'f DECIDUOUS TO BE REMOVED
NOTE:
ALL TREES ON SITE TO BE REMOVED.
FIELD SURVEYED BY:
HOLMVIG, DEWITT& ASSOCIATES, INC., SEPTEMBER, 2005
0
TREE RETENTION CALCULATIONS
SITE AREA-
2.17 AC,
ZONE-
R4
TOTAL TREES INVENTORIED (SIGNIFICANT & OTHER)-
10
SIGNIFICANT TREE RETENTION REQUIREMENTS/PLAN:
THE GREATER OF:
10 TREES PER ACRE-
5% OF TREES-
.7) =
R5)- = 1
22 TREES
TREE
TOTAL SIGNIFICANT TREES REQUIRED-
22 TREES
TOTAL SIGNIFICANT TREES RETAINED-
0 TREES
REPLACEMENT TREES REQUIRED: (ASSIGNED 12' DIA.)
3 CALIPER OR GREATER AT 2 CREDIT PER 'Im EXIST.-
LESS THAN 3" DBH AT 1:1 RATIO CREDIT-
44 TREES
00 TREES
44 TREES
NOTE: REFER TO SHEET L2,
PRELIMINARY SIGNIFICANT TREE REPLACE
MENT PLAN
FOR ADDITIONAL INFORMATION.
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30 60
PRELIMINARY WATER AND SEWER PLAN
FOR
IEl'.SEY'S CROSSING
A PORTION OF THE SIN 1/4 OF SECTION 33, TOWNSHIP 23 N., RANGE 05 E., W.M.
KING COUNTY, WASHINGTON
A t .N € 7
I
3tjf Af•,
11i
I 11
F� e Y !_
I ,I
r! 23 75,09
kr'� fi ,I Y
.x0' A ' 10:1 TAPER LINE
RIWI
` I#O�, '.1
�hsg I > ` ASPHALT RAMP A`-} `^ i,r-;S� 47 ;.
7 i tN 2 I is= 502 r.3� 1 t'rj S✓ - { �A "� �^&`7'.}u }
' EX. AC WATERMAIN 500 ^ �,.; ` j .� t` _ t v t`s ✓t r' ��
TO REMAIN i r ;\ 498 4 6 494
IX. BASEBALL BACKSTOP
AND GUY WIRES
CONNECT TO EX. f ' e--492
AC WATERMAIN
'.: TO BE REMOVED !
I �; € .' / ' •� ' / / -
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X.
aCONCRETE 3
IVERTICAL CURB
5 62
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PROPOSED 40' RADIUS TEMPORARY
f , , TURNAROUND EASEMENT
PROPOSED PROPOSED
STORM TY I I €
( 10.) CONCRETE
,.. I... ROPOSED A
I f , I , � ROLLED CURB
IX. AC WATERMAIN TO BE
ABANDONED IN PLACE 3 -- ` I _� ( i;48,
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�., f cif # 3 r • r / / PARK
CELL #1 BOTTOM
;kY12 f t
, , I { �<z I. I 4 � / / I EL=478.00
I I I I 1 / / (I
( 9 I / I2:1 / !
r --- 3r #§ ' f ' A8/
2 FLAT BWIDE
ENCH f l a.
21 001 t i'
488 __
F\ kf If ! i \ Uzi• s sa' \� -- - __ I �1<t 5. cv A.8
4�--- 'I f €.ti ✓ t,.
8~ D.I. $ 3 , y, € WIDE BERM EL-482.00 - ----
I i _ 2:1
20 WIDE UTILITY ,I
rA:r I J f EASEMENT h I NI CELL #2 —1 INI •I W 14
BOT. EL=479.00
„ 31: y I 11 i O I tgi
30' i ° '"' ` ! 1 r I' I °°I--- - - - - - - - -
CONNECT TO EX.
tt ► €' I _ _ •�: _ 4fs2 _ _ — i :., € ; SEWER MANHOLE
5 WIDE o I I
I 4 WATER , TRACT C-------- - - _--- I ,
.; - r, _ _
X. t DRAINAGE FACILITIES j j ----- " 4�6 - ---`" _48
I# _
3_r:, :` EASEMENT __ 3 -- -- -- € € - - - - - - 48Q-
H r`DRAI'< 4 8::.::>#€ , 1 {{; —7--- -- %49
496 1 C r I 6' WIDE BERM EL=490.50 , 1 !' ASPHALT RAMP
i
�;> :::'. � 10:1 TAPER LINE
f 49I% 1, I r , i 8" PVC i ;�' 12' R{GHT-OF-WAY DEDICf�Oy� \X� of / .
�i N89'33'09"W 315,33s C 1 \F� 8" PVC"1 �, si' X. Fit?:: HYI)fAN I�
O i482
O
• r 3b•- ��- }{ t x ,�k . , io ° 486 3 €
r
I 2
x
E
L,.a -,,,_._.PROPOSED SEWER
MANHOL€...(TYP.)•` t ;,
_-' • _••------------------- I
_ c l _ ...... ...... _-..._.,-........... ..... _... ., -�P �_---------�_-----
EX�300 I EX. 15'
Rlr21,.. R/W
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W . _. _� _ . » .: ��" . ,.may, ,: ONN CT TO EX.
,- AC WATERMAIN
/r CONNECT TO EX. EX. AC WATERMAIN TO BE S.E. STREET �;`' /r /`� M ,l 3
-AC WATERMAIN ABANDONED- IN PLACE
F r------------------ '__________ PRINCIPAL ARTERIAL ✓ f E 482 IX. AC WATERMAIN
---------- �r
-1------------- ---- -- f -'PIl: ' �` - 0 REMAIN
-------------r=---'--- - - - -- --
--- r--------------------},..a"------ --------------------- - ---------- ------------------------ ---------------------,j�-f _f
n .......... f. �' 48 ------------484----- --
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LEGEND:
PROPOSED:
ASPHALT
CONCRETE SIDEWALK
CONTOURS _ _ 500_
STORM 61 .................
SEWER
WATER
TOP OF WALL ELEVATION TW
BOTTOM OF WALL ELEVATION BW
(GROUND SURFACE FOR ROCKERY)
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PRELIMINARY ROAD AND DRAINAGE PLAN
FOR
KEI..SEY'S
CROSSING
A PORTION OF THE SIN 1/4 OF SECTION
ECTION 33, TOWNSHIP 23 N., RANGE 05 E., W.M.
KING COUNTY, WASHINGTON
A F-) f"N
503.40 A C-1 I
MATCH IX. v
Ex. 3u 23 10:1 TAPER LINE
Ar . . .......
3
W
1_�,E-500.25
12" SD 502
500
ASPHALT RAMP 498 4 6
494
SAWCUT EX. ASPHALT TO
PROVIDE A SMOOTH TRANS. EX. BASEBALL BACKSTOP/ f �1.
W/NEW ASPHALT AND GUY WIRES
09
TO BE REMOVED
CONCRETE
VERTICAL CURB
CONSTRUCT CURB RAMP
PER DETAIL (TYP.)
N
STA. 22+13-09 (120TH AVENUE S.E.)/
STA, 10+00.00 (ROAD W)
Z/ PROPOSED FLOW CONTROL BMP:
MATCH EX. -,�J/ N89*2445*W �16.32 ---490
4L2I` (P)
- 71
REDUCED IMPERVIOUS SURFACE IS BEING PROPOSED TO MEET THE
S -D HE INDIVIDUAL LOT BMP REQUIREMENTS.
R6 ZONING ALLOWS 70% OF THE LOT TO BE IMPERVIOUS. BY USING
,.M --H%,
THIS BMP, THE MAXIMUM IMPERVIOUS AREA WILL BE REDUCED TO 60%.
4_8
5 2
39
MATCH EX. AT
22+00
Lu
W I
5joz
W
L
21T 00
EX. .30z
�_Ek FIR�E 498.20
HYDRANT + -
496
49
- ---------------
4 A
MAlk,M CA-
STA. 20too-.00, tf2d* AVENUE _S,.,E_),
(S.E. 192ND STREET)
----------------
%J
"p,
-777T7
_777-
500.2
H.P.4
PROPOSED CONCRETE
SIDEWALKI,�ryP
500.13
#
499.88
PAD EL= 498.00
4_3
12
PAP EL=498.00
498.96L--
i
q8#10
f
/PAD EL=497.00
QJ9
Xv . . 5i� CEO . . . . . . . . . . .
. . . . . . . . . . . . . .
�1 2" SD
9/ TW=4 TW3=490.50 PAD ELF BW=4"'.vv 12:1 BW=482.00 2'
496.00 WIDE
TWI=483.00 FLAT BENCH
BYt=482.00
CB#9' TW=490.50 I
BW=482.00 12' - - - - - - -
C4
L
CN
WIDE I J p
BERM EL=482.0
TW=490.50 5' WWIDE
1 P
B
TRAOT'C
CELL 2
I! iDRAINAGEi FACILITIES Tw=49o.5o # IE-482-00
BOT. EL=479.00 (CA
BW=482.00 uwj I
10 m
1.4 PAD EL=496.00
- - - 416 - - -
20=11.50 Zo I
' 4DE UTILITY BW=490 nn 17:1
EASEMENT— - - - - - -
' I BERM EL=490-50 12RIGHT-OF-WAY DEDICATION
/
CB#lx
SPHALT RAMP
2w SD
497.84
1
VA� - _0 I
PROPOSED DRIVEWAY
1 - VEWAY
CONTROL
STRUCTURE
10:1 TAPER RM. 1-f(DRAN'
,g-a
.
NO� .33'09 -W 3 9k /
315.5.8' ACUT PER KCRS,
'r '.
LINE 11
r
_15.MXIC) (
.
4 4 2
•
•
486 IE-462.77
0,
ow"
115
. . . . ......... �j
. . . ........
�.N
Q v_ml, A& Pli'm
_7 - ------ -
DETENTION
LEVEL 2 FLOW CONTROL
COMBINED DETENTION/WATER QUALITY POND
TOP OF DETENTION LIVE STORAGE=489.50
BOTTOM OF LIVE STORAGE=483.00
DETENTION POND VOLUME REQUIRED=28,700 C.F. (INCLUDES 10% F.O.S.)
DETENTION POND VOLUME PROVIDED=33,164 C.F.
ELEVATION AREA (SF) INCREMENTAL VOLUME TOTAL VOLUME
483.00
3,571
0
0
484.00
4,025
3,798
3,798
485.00
4,489
4,257
8,055
486.00
4,963
4,726
12,781
487.00
5,448
5,205
17,986
488.00
5,943
5,695
23,681
489.00
6,448
1 6,195
29,876
489.50
6,705
1 3,288
33,164
WATER QUALITY
BASIC WATER QUALITY
STATIC WATER SURFACE=483.00
BOTTOM OF WATER QUALJTY=479.00
WETPOND VOLUME REQUIRED=8,050 C.F.
WETPOND VOLUME PROVIDED=10,247 C.F.
CELL #1
ELEVATION
AREA (SE)
INCREMENTAL VOLUME
TOTAL VOLUME
479.00
4-48
0
0
480.00
682
565
565
481.00
947
814
1,379
482.00
1.244
1,095
2,474
483.00
1 3,571
2,407
4,881
CELL #2
ELEVATION
AREA SF
INCREMENTAL VOLUME
TOTAL VOLUME
479.00
487
0
0
480.00
778
632
632
481.00
1,102
940
1,572
1 482.00
1 1,458
1 1.280
2,852
1 483.00
1 . 3,571
1 2,514
__-5,366
20' PRIVATE ACCESS TRACT
10, 10'
uJ
8' z 8)
1' MIN I 2 Lu
F_ 2' 1' MIN.
27.- 02%
CEMENT CONCRETECOMPACTED DEPTH CLASS 'BASPHALT CONCRETE PAVEMENT
ROLLED CURB
SEE KCRS DWG. NO. 3-00 -1-1/2- COMPACTED DEPTH CRUSHED ROCK SURFACING TOP COURSE
_5" COMPACTED DEPTH CRUSHED ROCK SURFACING BASE COURSE 4" ATB
-ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOILS CONDITIONS
PER KING COUNTY ROAD STANDARDS SECTION 4,02
TRACT 'A' - PRIVATE ACCESS TRACT
NOT TO SCALE SERVES UP TO SIX PARCEL MAXIMUM
38' TOTAL RIGHT OF WAY
19' R/W 19' R/W
5' q 12' 1
2t 5'
WALK WALK
1.0, 1.0,
0
2' i
2*
2%
_ 2%
27.-
CF)
04
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5" THICK CONC. SIDEWALK 0
PER KCRS N z
. .... . . . . ....... 2" COMPACTED DEPTH CLASS 'B' ASPHALT CONCRETE--j CONC. ROLLED CURB
5
& GUTTER PER KCRS
MATCH EX.
CB#2 1-1/2" COMPACTED DEPTH CRUSHED ROCK SURFACING TOP COURSE
a-
48
CID
t490.5 � 5" COMPACTED DEPTH CRUSHED ROCK SURFACING BASE COURSE
MATCH EX. MATCH EX.t492.3 MATCH EX.
S.E. 192, 8FTREET MATCH EX.
PR IPAL ARTERIAL J1 I-W I D 11 E ACCESS ±487.7 EX� EPAV� 482
- --------- ------------------
-------------- ------------------- --------------- 5% MAX SLOPE (TYP.) GRAVEL BASE CLASS 'B' MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS
------------ -------------------- --- --------------------- - ----
484 0 o�, <
(SEE SECTIONS 4.02 & 4.03 K.C.R.S.)
486
.................................................. .... p ....................... '24 ......................................
p
1 V)
494 490 492 Ld
_,T7 0 0
ROAD 'A' SUBACCESS STREET X R�
:z
0,� SAWCUT EX. ASPHALT TO
) Z Ld
0
PROVIDE A SMOOTH TRANS.
- I \ r'-, V)
C NOT TO SCALE
W/NEW ASPHALT
Ld
x
:D
Rf z z
<L
% RIGHT OF WAY CENTERLINE
(-:)j o\. o Lij N L-
z
PO 04 N
0 N 00 0
30' HALF RIGHT OF WAY 30' HALF RIGHT OF WAY 00 12' R/W DEDICATION 30' RIGHT OF WAY C-4 r-- !K
I >
18,
EX. ASPHALT
DIST. VARIES
8.70' TO 10.51'
DIST. VARIES DIST. VARIES 51 1' MIN.
5.77' TO 5.94' 12.06' TO 12.23'
-- ------------------ -3..A
- ------------------------------ 2% -2%
3:1
- ------- 4" THICK CONC. SIDEWALK PER KCRS DWG, #8
CONC. VERTICAL CURB & GUTTER PER KCRS DWG. #9
GRAVEL BASE CLASS '13' MAY BE REQUIRED
DEPENDING ON SOIL CONDITIONS 3" COMPACTED DEPTH
(SEE SECTIONS 4.02 & 4.03 K.C.R.S.) CLASS 'B' ASPHALT CONCRETE
5 1/2" COMPACTED DEPTH 1 1/2" COMPACTED DEPTH
CRUSHED ROCK SURFACING BASE COURSE CRUSHED ROCK SURFACING TOP COURSE
FROM STA. 20+07.62 TO STA. 22+05.09
120TH AVE S.E. (NEIGHBORHOOD COLLECTOR)
HALF STREET IMPROVEMENT SECTION
NOT TO SCALE
5' 1' MIN.
DIST. VARIES 16' 60'
9.53' TO 10.30'
-27. 3-1
-------------------
4" THICK CONC. SIDEWALK PER KCRS DWG. #8
CONC. VERTICAL CURB & GUTTER PER KCRS DWG. #9
GRAVEL BASE CLASS 'B' MAY BE REQUIRED
DEPENDING ON SOIL CONDITIONS 3" COMPACTED DEPTH
(SEE SECTIONS 4.02 & 4.03 K.C.R.S.) CLASS 'B' ASPHALT CONCRETE
:5 1/2'i COMPACTED DEPTH 1 1/2" COMPACTED DEPTH
CRUSHED ROCK SURFACING BASE COURSE- CRUSHED ROCK SURFACING TOP COURSE
FROM STA. 22+05.09 TO STA. 23+29.48
120TH AVE S.E. (NEIGHBORHOOD COLLECTOR)
HALF: STREET IMPROVEMENT SECTION
NOT TO SCALE
0 W/ PLANTINGS PER
LANDSCAPE PLAN
0
ia_
0
CK CL
6"
27.-
DIST. VARIES 1
14,72' TO 16.34'
22'
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EX. ASPHALT
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5.66' TO 7.28'
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-GRIND Fy ASPHALT
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EX. ASPHALT PAVEMENT
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SAWCUT EX. PAVEMENT is
5" COMPACTED DEPTH CLASS 'B' ASPHALT CONCRETE PAVEMENT
1.5" COMPACTED DEPTH CSTC
A Wl rr)kAiDArTP*n r)r7PTw r,(zQr,
8.5" COMPACTED DEPTH GRAVEL BORROW
PRINCIPAL ARTERIAL SHOULDER IMPROVEMENT
(SE 192ND STREET)
NOT TO 'SCALE
U)
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0 15
30 60
1,777771
RECREATION SPACE TABLE
TRACT
AREA (S.F.)
TRACT B (PARK)
5,072
REQUIRED (13 LOTS ® 390 S.F./LOT)
PROVIDED
5,070
5,072
TRACT TABLE
TRACT
USE
AREA (S.F.)
A
B,
C
20' PRIVATE ACCESS
PARK, .
DRAINAGE FACILITIES
2,033
5,072
10,375
TOTAL AREA 17,480 SF
0.40 AC.
q
LOT AREA TABLE
LOT #
AREA (S.F.)
LOT #
AREA (S.F.)
1
4,547
8
4,224
2
4,267
9
3,960
3
3,835
10
5,195
4
4,362
11
6,013
5
4,413
12
4,500
6
4,464
13
4,666
7
1 4,537
TOTAL LOT AREA 58,983 SF 1.35 AC.
AVERAGE LOT AREA 4,537 SF
n ,r
DENSITY CALCULATIONS
(PER KING COUNTY SUBDIVISION DENSITY AND
DIMENSION CALCULATIONS WORKSHEET)
ZONING DESIGNATION
R-6
GROSS HORIZONTAL AREA `92,637 S.F.
= 2.13 AC.
ALLOWABLE DWELLING UNITS (2.13x6=12.78)
13 LOTS
(KCC.21 A.12.070)
SENSITIVE AREAS
0 S.F.
DRAINAGE FACILITIES (TRACT C)
10,225 S.F.
REQUIRED RECREATION SPACE (13 LOTS x 390 S.F.)
5,070 S.F.
NET BUILDABLE AREA 77,342 S.F.
= 1.77 AC.
(KCC.21 A.06.797)
MINIMUM URBAN RESIDENTIAL DENSITY (85%)
9 LOTS
(KCC.21 A,12.060)
LEGAL DESCRIPTION
PARCEL A:
P..............._.......,......
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TRACT 8 NORTHWESTERN GARDEN TRACTS DIVISION NUMBER 5 ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 47 OF PLt1rS AT PAGE 90 RECORDS OF KING COUNTY WASHINGTON;
EXCEPT THE EAST 65 FEET OF THE WEST 141 FEET OF THE SOUTH 155 FEET OF TRACT 8
NORTHWESTER GARDEN TRACTS DIVISION NUMBER 5 ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 47 OF PLATS AT PAGE 90 RECORDS OF KING COUNTY WASHINGTON.
PARCEL B:
THE EAST 65 FEET OF THE WEST 141 FEET OF THE SOUTH 155 FEET OF TRACT 8
NORTHWESTER GARDEN TRACTS DIVISION NUMBER 5 ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 47 OF PLATS AT PAGE 90 RECORDS OF KING COUNTY WASHINGTON.
SITUATE IN THE COUNTY OF KING STATE OF WASHINGTON.
PRELIMINARY PLAT
OF
KELSEY?S CROSSING
A PORTION OF THE SW 1/4 OF SECTION 33, TOWNSHIP 23 N., RANGE 05 E., W.M.
KING COUNTY, WASHINGTON
EX. ASPHALT , n %,
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PROPOSED 40' RADIUS TEMPORARY
TURNAROUND EASEMENT
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VICINITY MAP
NTS
NOTES
1. TAX #: 619900-0160, 619900-0161
2. SITE AREA: 92,637(C) S.F. (2.13 AC(C))
3. EXISTING USE: VACANT
4. PROPOSED USE: 13—LOT RESIDENTIAL SUBDIVISION
5. EXISTING ZONING: R-6 (DU/ACRE)
6. PROPOSED ZONING: R-6 (DU/ACRE)
7. EXISTING COMPREHENSIVE PLAN DESIGNATION: URBAN RESIDENTIAL MEDIUM
8. PROPOSED COMPREHENSIVE PLAN DESIGNATION: URBAN RESIDENTIAL MEDIUM
9. PROPOSED MIN. LOT WIDTH: 40 FEET
10. REQUIRED MIN. LOT WIDTH: 30 FEET
11. PROJECT DENSITY: 6 DU/ACRE
12. REQUIRED MIN. SETBACKS:
FRONT/SIDE STREET: 10 FEET
GARAGE: 20 FEET
INTERIOR: 5 FEET
REAR: 5 FEET
13. MAX' BASE HEIGHT OF BUILDINGS: 35 FEET
14. MAX IMPERVIOUS COVERAGE: 70 PERCENT
15. SOURCE OF BOUNDARY: FIELD VERIFIED BY
BAR�'HAUSEN CONSULTING ENGINEERS, INC., AUGUST 2006
16. SOURCE OF TOPOGRAPHY: FIELD VERIFIED BY
HOLMVIG, DEWITT & ASSOCIATES, INC., SEPTEMBER 16, 2005
I
-- UTILMES/SERVICES
WATER/SEWER. SOOS CREEK WATER AND SEWER DISTRICT
P.O. BOX 58039
I >RENTON, WA 98058-1039
(253) 630-9900
i
YOWER/GAS:' PUGET SOUND ENERGY
105 — 156TH AVENUE N.E.
BELLEVUE, WA 98007-5326
I (888) 321 7779
TELEPHONE:, QWEST COMMUNICATIONS
P.O. BOX 91073
SEATTLE, WA 98111-9173
(800) 244-1111
I i
CABLE: COMCAST CABLE COMMUNICATIONS, INC.
4020 AUBURN WAY SOUTH
AUBURN, WA 98002
(253) 864-4272
I FIRE: KING COUNTY FIRE DISTRICT No. 40
I 10828 SE 176TH ST
RENTON, WA 98055
' (425) 255-0931
SCHOOL: RENTON SCHOOL DISTRICT No. 403
300 S.W. 7TH STREET
I RENTON, WA 98055
(425) 204-2300
IJ!
2zla
:;? :;?Im'`
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OWNER
BILL VANENGELENBURG
25302-139TH PLACE S.E
-KENT, WA 98042
(253) 638-0011
ENGINEER PLANNER/SURVEYOR �r � �47
BARGHAUSEN CONSULTING ENGINEERS, INC.
18215 72ND AVE. SOUTH
KENT, `WA 98032
(425),-251-6222
FAX 425 251-8782
N/ST IVANA CONTACT: HAL GRUBB/ H L A VORSE EPHEN 01 HEARNE
6K08"E!4V'llSl0
,
TOPOGRAPHIC SURVEY
HOLMVIG, DEWITT& ASSOCIATES, INC.
1036 COLE STREET
ENUMCLAW, WA 98022
(360) 825-6963
MICHAEL R. DEWITT
R A� , a
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K.C. D.D.E.&
S
FEB 2 p 2000
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File: P:\12000s\12542\preliminary\12542—pgm1.dwg Date/Time:2/21/2008 12:13 PM Scale:1'-0" = 1'-0"_XREF BCLARK Xref: , z12542—pt.dwg, z12542—ps.dwg, z12524—Jessie Glen:dwg, z12542—pp.dwg, ddawes.dwg
PRELIMINARY SIGNIFICANT TREE REPLACEMENT LANDSCAPE PLANTING PLAN
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KELSEY!S CROSSING
A PORTION OF THE SW 1/4 OF SECTION 33, TOWNSHIP 23 N., RANGE 05 E., W.M.
KING COUNTY, WASHINGTON
TREE RETENTION CALCULATIONS
SITE AREA-
2.17 AC.
ZONE-
R4
TOTAL TREES INVENTORIED (SIGNIFICANT & OTHER)-
10
SIGNIFICANT TREE RETENTION RE UIREMENTS PLAN:
THE GREATER OF:
10 TREES PER ACRE-
5% OF TREES-
1.7) =
R5)=1
22 TREES
TREE
TOTAL SIGNIFICANT TREES REQUIRED-
22 TREES
TOTAL SIGNIFICANT TREES RETAINED-
0 TREES
REPLACEMENT TREES REQUIRED: (ASSIGNED 12" DIA.)
3" CALIPER OR GREATER AT 2" CREDIT PER 1" EXIST.-
LESS THAN 3" DBH AT 1:1 RATIO CREDIT-
44 TREES
00 TREES
44 TREES
NOTE: REFER TO SHEET PTR-1,
PRELIMINARY SIGNIFICANT TREE RETENTION PLAN
FOR ADDITIONAL INFORMATION.
SIGNIFICANT TREE REPLACEMENT PLANT MATERIAL LEGEND
SIZE
SYMBOL BOTANICAL/COMMON NAMES CONDITION SPACING QUANTITY REMARKS
N
TREES:
THUJA PLICATA 'EXCELSA' /
3" CAL. &
WESTERN RED CEDAR
12'-14' HT.
AS SHOWN
9
STAKE, GUY ONE GROWING SEASQN,
(SIGNIFICANT REPLACEMENT TREE)
B & B
UN -CUT LEADERS
PROPOSED STREET TREES
SEE SHEET L1 FOR
27
O
ADDITIONAL INFORMATION
(PART OF THE
SIGNIFICANT REPLACEMENT TREES)
i I
PROPOSED PARK TREES
SEE SHEET L3 FOR
8
+
ADDITIONAL INFORMATION
(PART OF THE
SIGNIFICANT REPLACEMENT TREES)
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486
IN
----�- ` -'--"�'- --f---------------------mac-�—_'-_'c.� `__—_'="._ — - -------
GHT --
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- -' - -' HEIGHT OF TREE WITH FLEXIBLE RUBBER TIE IN FIGURE
EIGHT PATTERN. STAKES AND TREE PLUMB ) r V a W
f- o
STREET —^ --'— 3" DEEP SAUCER FOR WATER °' 0 z ° z
S.E.S.E.192 , N N Z Z
/ " DEEP MULCH LAYER (COMPACTED DEPTH)
/ ° y
I------------ -------------------------- PR CIPAL ARTERIAL / rf / EX 3 ( M ACTED DE ) Syr+
S-- - _ _ _ __-------- --------------------------------------- z _
-----------,---------- --�,�' Ali _
_______________.._____ ____�__ REMOVE ALL TIES, WRAP &CONTAINERS. FREE
----------------------------------------------- -
.-""` + �- 7 ' -'' PERIMETER ROOTS FROM NURSERY BALL 1�
' p ' p P-- -p P a 486 p !�
--------- ----� �--�- , `•, 48� EXCAVATE TREE PIT AT A MIN. OF 4 TIMES � � m_ m_ ,
-- `��' ,4PA -- 492 49t1 — — DIA. OF ROOTBALL AT BALL CENTER, TAPERING PIT I ( r
GRADE TO FINISH GRADE N
PIT SPOILS, NURSERY BALL WASTE BACKFILL m m r
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SET BALL ON UNDISTURBED SUBGRADE, 0.
1 OR COMPACTED SOIL. o y/\ o o v Q o°
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ONLY: NO FERTILIZER IN PLANTING PIT. -
WORK PERIMETER ROOTS FREE OF NURSERY BALL. O zz u
BALL & PIT TO BE COURSELY SCARIFIED.
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STATE OF
WASHINGTON
REGISTERED
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LANDSCAPE ARCHITECT
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DAVID YE EN CHAO
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CERTIFICATE NO. 1086
(VALID ONLY WITH SIGNATURE)
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PLAY TOYS NOTES:
PARK FURNITURE AND PLAY STRUCTURES SHALL BE INSTALLED PER MANUFACTURER'S
SPECIFICATIONS. PLAY STRUCTURES SHALL COMPLY WITH ASTM STANDARDS, CPSC
STANDARDS AND DE CERTIFIED. MINIMUM SAFETY ZONE STANDARDS ARE SHOWN. INSTALLATION
SHALL PROVIDE NO LESS THAN 6" GREATER SAFETY ZONE THAN MINIMUM STANDARDS.
EQUIPMENT SPECIFIED MEETS ADA USE & ACCESSIBILITY STANDARDS OF NOVEMBER, 2000.
PLAY IMPACT SURFACING SHALL BE LOOSE FIBER AND SUPPLIER APPROVED COMBINATIONS
OF UNDRAINAGE, RIGID SURFACE AND PADS AT HIGH USE ZONES. CERTIFIED PRODUCT
MANUFACTURERS INCLUDE: FIBAR, 800.342.2721; WOODCARPET, 800.346.8524
THIS PLAN SPECIFIES PARTICULAR FURNISHINGS AND EQUIPMENT TO ESTABLISH MINIMUM
ACCEPTABLE DESIGN. ALTERNATE STRUCTURES AND PROTECTION SHALL, AT A MINIMUM,
BE OF COMPARABLE FEATURES, AGE, AND SAFETY STANDARDS.
PARK TO BE PROVIDED DESIGN -BUILD IRRIGATION SYSTEM.
NOTE: PARK EQUIPMENT SPECIFIED IS BASED ON CURRENT CATOLOGS.
OWNER RESERVES RIGHT TO SUBSTITUTE EQUIVALENT MATERIAL.
RECREATION CALCULATION (KCC.21.A.14.180.E)
LOTS PROPOSED-
13 LOTS
ON -SITE RECREATION SPACE
REQUIRED-
13 X
390 SF =
5,070 SF
ON -SITE RECREATION SPACE
PROVIDED-
REC.
TRACT "B" =
5,072 SF
PLAY AREA (TOT LOT)
REQUIRED-
13 X
45 SF =
585 SF
PLAY AREA (TOT LOT)
PROVIDED-
REC.
TRACT "B" =
594 SF
RECREATION FACILITY REQUIREMENT-
5 +
LOTS=
1 TOT LOT, 1 PLAY EQUIPMENT,
AND BENCH
+ RECREATION FACILITY REQUIREMENT-
5 TO
25 LOTS=
1 ADDITIONAL PLAY EQUIPMENT
RECREATION FACILITY
PROVIDED-
1 TOT LOT &
1 SPORTS FIELD
PARK AND POND LANDSCAPE PLANT MATERIAL LEGEND
SIZE
SYMBOL BOTANICAL/COMMON NAMES CONDITION SPACING QUANTITY REMARKS
TREES:
BETULA PAPYRIFERA /
3" CAL.
35' O.C. &
5
STAKE & GUY ONE GROWING SEASON;
PAPER BIRCH
B & B
AS SHOWN
NURSERY GROWN FOR STREET TREE USE,
(PART OF THE
BRANCHED AT 6-FOOT
•
SIGNIFICANT REPLACEMENT TREES)
CORNUS NUTTALLII /
3" CAL.
35' O.C. &
3
STAKE & GUY ONE GROWING SEASON;
PACIFIC DOGWOOD
B & B
AS SHOWN
NURSERY GROWN FOR STREET TREE USE,
(PART OF THE
BRANCHED AT 6-FOOT
O
SIGNIFICANT REPLACEMENT TREES)
SHRUBS:
-
BUXUS SEMPERVIRENS /
21" - 24"
AS SHOWN
27
HOLD 2' FROM BORDERS
BOXWOOD
CONTAINER
SHEARED HEDGE
MAHONIA AQUIFODUM /
21" - 24"
AS SHOWN
31
4 CANES MINIMUM
OREGON GRAPE
CONTAINER
HARDENED GROWTH
CISTUS PURPUREUS /
21" - 24"
AS SHOWN
18
0
ORCHIS ROCKROSE
CONTAINER
HELICTOTRICHON SEMPERVIRENS /
1 GALLON
AS SHOWN
12
0
BLUE OAT GRASS
GROUND COVER:
ARCTOSTAPHYLOS UVA URSI /
1 GALLON
18"
AS REQUIRED
KINNIKINNICK
LAWN
SEED
COVER
LOCAL COMMERCIAL BLEND
-•
BIOSWALE SEED MIX
COVER
SEE SPECIFICATIONS ON SHEET L4
SEED AT 61b / 1,000 SF;
CELLULOSE MULCH AT 401b / 1,000 SF.
WET AREA SEED MIX
COVER
SEE SPECIFICATIONS ON SHEET L4
fvvvvvvvvl
v v v v v v v
SEED AT 601b C 1 ACRE;
CELLULOSE MULCH AT 401b / 1,000 SF.
LOW -GROW SEED MIX
COVER
SEE SPECIFICATIONS ON SHEET L4
SEED AT 61b / 1,000 SF;
CELLULOSE MULCH AT 401b / 1,000 SF,
SIGNIFICANT TREE REPLACEMENT
PROPOSED SIGNIFICANT TREE REPLACEMENT
SEE SHEET L2 FOR ADDITIONAL INFORMATION
(PART OF THE SIGNIFICANT REPLACEMENT TREES)
PROPOSED STREET TREES
SEE SHEET L1 FOR ADDITIONAL INFORMATION
(PART OF THE SIGNIFICANT REPLACEMENT TREES)
1141,10 4*1b s4i&iuq_111�1 �0_ *
A PORTION OF THE SW 1/4 OF SECTION 33, TOWNSHIP 23 N., RANGE 05 E., W.M.
KING COUNTY, WASHINGTON
110'
0 5 10 20
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NOTE: SEE SHIEET L4 FOR PLANTING NOTES AND DETAILS
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CONCRETE HEADER
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REGISTERED
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LANDSCAPE PLANTING NOTES AND MATERIALS
SCOPE OF WORK
FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH
TOPSOIL, TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED
PLANT MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN-UP, DEBRIS REMOVAL, AND 90-DAY
MAINTENANCE.
QUALIFICATIONS:
LANDSCAPE CONTRACTOR TO BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK AND
HAVE A MINIMUM FOR FIVE (5) YEAR'S EXPERIENCE INSTALLING SIMILAR WORK. CONTRACTOR TO
BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING JURISDICTION.
JOB CONDITIONS:
IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY
DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND
FINISH GRADES ARE SUBJECT TO APPROVAL BY THE OWNER.
PROTECTION:
SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER
CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. IF AN IRRIGATION
SYSTEM IS TO BE INSTALLED DO NOT PLANT UNTIL THE SYSTEM HAS BEEN INSTALLED, TESTED,
AND APPROVED BY THE OWNER. HANDLE PLANTS WITH CARE -- DO NOT DAMAGE OR BREAK
ROOT SYSTEM, BARK, OR BRANCHES. REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT
OF WORK, OR WORK NOT IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY
OWNER AT NO ADDITIONAL COST TO THE OWNER.
REPAIR OF EXISTING PLANTINGS:
DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD
GROWTH, RE-ESTABLISHING FINISH GRADE AND RE -MULCHING TO SPECIFIED DEPTH.
REPAIR OF- IRRIGATION SYSTEM:
DURING THE COURSE OF WORK, REPAIR ANY DAMAGE TO THE IRRIGATION SYSTEM TO MATCH
CONDITIONS PRIOR TO THE DAMAGE.
GUARANTEE:
GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL
ACCEPTANCE OF THE JOB BY OWNER.
90-DAY MAINTENANCE:
CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID
TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 90 DAYS FOLLOWING COMPLETION
OF PROJECT (ACCEPTANCE) OF FACILITY BY OWNER. WORK TO INCLUDE MAINTENANCE AS
DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE.
MATERIALS:
PLANT' MATERIALS:
PLANT MATERIALS TO BE GRADE NO. 1, SIZED IN ACCORDANCE WITH (AAN) AMERICAN
STANDARDS FOR NURSERY STOCK (ANSI Z60.1-1996). PRUNE PLANTS RECEIVED FROM THE
NURSI=RY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "B & B" INDICATES
BALLED AND BURLAPPED; "CONT." INDICATES CONTAINER; "BR" INDICATES BARE ROOT; "CAL"
INDICATES CALIPER AT 6" ABOVE SOIL LINE; "GAL" INDICATES GALLON.
A) SPECIFIED PLANT CANOPY SIZE OR CALIPER IS THE MINIMUM ACCEPTABLE CONTAINER
OR BALL SIZE ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED.
B) QUALITY:
PLANT MATERIAL TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE
INSPECTION, PLANTS TO BE FULLY LIVE, VIGOROUS, WELL FORMED, WITH WELL
DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS TO BE SOLID
AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY
AND DESICCATION. PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN
DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY,
HAVE MULTIPLE LEADERS OR "Y" CROTCHES LESS THAN 30 DEGREES IN TREES, OR
DO NOT MEET SIZE OR ANSI STANDARDS WILL BE REJECTED. PLANT MATERIAL TO BE
FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES/HYBRID. NURSERY
SOURCES TO BE THOSE LOCATED IN THE SAME REGION AS THE JOB SITE.
C) SUBSTITUTION:
NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY; WILL BE PERMITTED
UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO QUALIFIED PLANT
BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED TO BE IN WRITING
FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND
NEAREST VARIETY, AS APPROVED, TO BE FURNISHED. SUBSTITUTIONS MAY REQUIRE
SUBMITTAL TO REVISED LANDSCAPE PLAN TO CITY FOR APPROVAL.
SOIL PREPARATION:
TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS FOR ALL LANDSCAPE
AREAS, UNLESS NOTED OTHERWISE ON THE PLANS. SOIL AMENDMENTS AND FERTILIZER NOTED
BELOW ARE TO BE USED FOR BID PRICE BASIS ONLY. SPECIFIC AMENDMENTS AND
FERTILIZERS WILL BE MADE AFTER SOIL SAMPLES ARE LABORATORY TESTED BY THE
CONTRACTOR. PROVIDE CHANGE ORDER FOR ADDITIONAL OR REDUCTION OF MATERIALS
REQUIRED OR NOT REQUIRED BY THE SOILS REPORT.
SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS:
AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR TO OBTAIN TWO
REPRESENTATIVE SOIL SAMPLES, FROM LOCATIONS AS DIRECTED BY THE LANDSCAPE ARCHITECT,
TO SOIL AND PLANT LABORATORY, BELLEVUE, WASHINGTON PHONE: 425-746-1665 OR,
EQUIVALENT TESTING LABORATORY, FOR TEST #A05-2. SUBMIT RESULTS TO LANDSCAPE
ARCHITECT FOR REVIEW. IF ON -SITE TOPSOIL HAS BEEN STOCKPILED, A TEST IS TO BE
COMPLETED FOR IT, ALSO. TESTS TO INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH
WRITTEN RECOMMENDATIONS FOR SOIL AMENDMENT, FERTILIZER, CONDITIONERS, APPLICATION
RATES, AND POST -CONSTRUCTION MAINTENANCE PROGRAM. TESTS TO BE CONTRACTED WITH
AND PAID FOR BY THE CONTRACTOR.
A) TOPSOIL:
TOPSOIL TO CONSIST OF WINTER MIX AS PRODUCED AND REMIXED BY PACIFIC
TOPSOILS, INC. WINTER MIX TO CONSIST OF 1/3 BY VOLUME SANDY LOAM, 1/3 BY
VOLUME COMPOSTED GARDEN MULCH, AND 1/3 BY VOLUME COARSE WASHED SAND OR
EQUIVALENT.
B) NATIVE SURFACE SOIL INCLUDING STOCKPILED TOPSOIL SURFACE SOIL ON -SITE MAY
MEET TOPSOIL PRODUCT AS NOTED ABOVE. PROVIDE AMENDMENTS AS NOTED
BELOW, AND EVENLY BLEND AMENDMENTS TO SPECIFIED DEPTH.
C) CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL TOPSOIL AND FOR DETERMINING
THE VOLUME OF TOPSOIL REQUIRED PER THE INFORMATION ON PLANS AND NOTED
HERE -IN.
D) TOPSOIL/NATIVE SURFACE SOIL/STOCKEDPILED TOPSOIL AMENDMENTS: MODIFY TOPSOIL
AFTER INSTALLATION IN ACCORDANCE WITH
THE FOLLOWING AMOUNT PER 1,000 SQUARE FEET:
1. 6-CUBIC YARDS ORGANIC COMPOST. COMPOST TO BE FREE OR NON -FARM
ANIMAL SOURCES, NOR TO BE FROM SOURCES CONTAINING REDWOOD OF CEDAR
PRODUCTS.
2. 30-POUNDS NITROFORM (38-0-0)
3. 5-POUNDS AMMONIUM SULFATE
4. 40-POUNDS CALCIUM CARBONATE LIMESTONE
5. 40-POUNDS DOLOMITE LIMESTONE
6. 5-DUNES BORON (AS BORAX)
ALL AMENDMENTS TO BE THOROUGHLY MIXED PRIOR TO INCORPORATION INTO TOPSOIL.
E) PLANTING BACKFILL FOR ALL TREES, SHRUBS, AND GROUNDCOVERS:
1. 0.6-CUBIC YARDS PER VOLUME TOPSOIL
2. 0.4-CUBIC YARDS ORGANIC COMPOST.
3. 3-POUNDS NITROFORM (38-0-0)
4. 1-POUNDS AMMONIUM SULFATE
5. 2-POUNDS CALCIUM CARBONATE LIMESTONE
6. 2-POUNDS DOLOMITE LIMESTONE
PRELIMINARY LANDSCAPE PLANTING NOTES, MATERIALS AND DETAILS
FOR:
KELSEY'S CROSSING
A PORTION OF THE SW 1/4 OF SECTION 33, TOWNSHIP 23 N., RANGE 05 E., W.M.
KING COUNTY, WASHINGTON
F) TOPSOIL PREPARATION AND INSTALLATION:
VERIFY SUBGRADES TO -7 INCHES BELOW FINISH ELEVATION IN ALL LANDSCAPE AREAS,
EXCEPT AREAS NOTED ON PLANS. THIS ACCOMMODATES TOPSOIL, AMENDMENTS, AND.
MULCH,
ERADICATE ANY SURFACE VEGETATION ROOTED IN THE SUB -GRADE PRIOR TO SUB -GRADE
PREPARATION THOROUGHLY SCARIFY AND RIP ALL LANDSCAPE SUB -GRADES WHICH
HAVE BECOME COMPACTED TO A DEPTH OF 12 INCHES WITH MULTIPLE PASSES, 90
DEGREES TO EACH OTHER. SCARIFY AREAS INACCESSIBLE TO MECHANIZED
EQUIPMENT OR AROUND EXISTING PLANTINGS NOTED TO REMAIN WITH HAND TOOLS.
REMOVE SOIL LUMPS, ROCK, VEGETATION AND/OR DEBRIS LARGER THAN 2 INCHES
FROM ALL SUB -GRADE PRIOR TO PLACEMENT OF SPECIFIED TOPSOIL.
REMOVE ANY ASPHALT EXTENDING BEYOND 6 INCHES FROM CURBS INTO ADJACENT
LANDSCAPE AREAS.
PARKING LOT PLANTER ISLANDS TO BE OVER EXCAVATED BY BACKHOE. REMOVE
PAVING WASTE,. GRAVEL BASE MATERIAL AND UNDERLYING SUBSOIL TO 18 INCHES
BELOW TOP OF PAVING. SCARIFY AND OVER EXCAVATE PLANT PIT BOTTOM 12
INCHES TO MINIMIZE STRUCTURAL COMPACTION.
G) TOPSOIL PLACEMENT:
PLACE 2 INCHES OF TOPSOIL AND AMENDMENTS OVER THE PREPARED SUB -GRADE AND
THOROUGHLY ROTOTILL WITH MULTIPLE PASSES INTO THE TOP 6 INCHES OF SUB -GRADE
FOR A TOTAL DEPTH OF 8 INCHES. PLACE AN ADDITIONAL 2 INCHES LIFT OR TOPSOIL
OVER THE AMENDED SOIL AS A SURFACES COURSE. PLACE ADDITIONAL TOPSOIL AS
REQUIRED TO MEET FINISH ELEVATIONS OR IN AREAS INDICATED TO BE MOUNTED.
BARK MULCH (TOPDRESSING):
ONE -HALF -INCH (1/2") SIZE, TO ONE -QUARTER (1/4"), I.E., "FINE," HEMLOCK/FIR BARK.
STAKES:
2-INCH DIAMETER BY 8-FOOT MINIMUM LODGEPOLE PINE STAKES.
GUY MATERIAL:
1-INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8" DIAMETER RUBBER. NO WIRE.
LAWN:
COMMERCIAL SEED AS NOTED ON PLAN.
HERBICIDE:
HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION.
ANTI -DESICCANT:
"WILT -PROOF," 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER.
THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO SITE
TO BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION.
EXECUTION:
FINISH .GRADES:
FINE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER 2 INCHES DIAMETER FROM TOP
SURFACE OF PREPARED LANDSCAPE AREAS. FINISH ELEVATIONS TO BE DEFINED AS 3 INCHES
BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL PLANTING BED AREAS AND
1-INCH BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL LAWN AREAS.
FINISH GRADE REFER TO GRADES PRIOR TO INSTALLATION OF MULCH OR LAWN.
ALL FINISH GRADES TO BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN
AND DETAILED. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND STRUCTURES. SITE CIVIL
DRAWINGS IDENTIFY FINAL ELEVATIONS.
TREES:
ARRANGE TREES ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND
STAKE: OR GUY, AS CALLED OUT AND DETAILED. ALL TREES AND SUPPORTS TO STAND VERTICAL.
BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL
COMPACTION.
SHRU3S:
INSTALL SHRUBS AS SPECIFIED FOR TREES.
GROUNDCOVERS:
EXCAVATE PITS TO A MINIMUM OF 3 INCHES BELOW, AND TWICE THE ROOT BALL
DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT
PROPER GRADE, AS DETAILED.
MULCH:
MULCH ALL LANDSCAPE AREAS NOT COVERED BY LAWN AND/OR SEED. APPLY SUFFICIENT QUANTITY
TO PROVIDE A 3-INCH COMPACTED DEPTH.
UTILITY CLEARANCES:
FIELD ADJUST PLANT LOCATIONS FOR 8-FOOT SEPARATION OF TREES/SHRUBS AND 2-FOOT
SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS,
PLANTING MAINTENANCE:
CONTRACTOR TO MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE
OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE TO INCLUDE WATERING, WEEDING,
CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS, RESETTING PLANTS TO PROPER GRADES
OR POSITION, RE-ESTABLISHING SETTLED GRADES; AND MOWING LAWNS WEEKLY AFTER LAWN
ESTABLISHMENT. HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE
INSTALLATION. INCLUDED IS REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING LOSS OF 40
PERCENT OR MORE OF CANOPY.
IRRIGATION MAINTENANCE:
THE IRRIGATION SYSTEM TO BE MAINTAINED INCLUDING ADJUSTMENTS FOR BALANCED WATER
DISTRIBUTION AND PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT SHALL BE
REPLACED AND/OR CORRECTED. PLANTING AND IRRIGATION MAINTENANCE TO INCLUDE THOSE
OPERATIONS NECESSARY TO THE PROPER GROWTH AND SURVIVAL OF ALL PLANT MATERIALS.
CONTRACTOR TO PROVIDE THIS WORK IN ADDITION TO SPECIFIC WARRANTY/GUARANTEES.
WET AREA SEED MIX
BOTANICAL / COMMON NAME
% WEIGHT
% PURITY
% GERMINATION
FESTUCA ARUNDINACEA OR FESTUCA ELATIOR
60-70
98
90
TALL OR MEADOW FESCUE
AGROSTIS PALUSTRIS
10-15
98
85
SEASIDE CREEPING BENTGRASS
ALEPOCURUS PRATENSIS
10-15
90
80
MEADOW FOXTAIL
TRIFOLIUM HYBRIDUM
1-6
98
90
ALSIKE CLOVER
AGROSTIS ALBA OR AGROSTIS GIGANTEA
1-6
I
92
i
85
REDTOP BENTGRASS
I
LOW -GROWING TURF SEED MIX
BOTANICAL / COMMON NAME
% WEIGHT
% PURITY
% GERMINATION
FESTUCA ARUNDINACEA VAR.
45
98
90
DWARF TALL FESCUE (SEVERAL VARIETIES)
LOLIUM PERENNE VAR, BARCLAY
30
98
90
DWARF PERENNIAL RYE BARCLAY
FESTUCA RUBRA
20
98
90
RED FESCUE
AGROSTIS TENUIS
5
98
90
COLONIAL BENTGRASS
BIOSWALE SEED MIX
BOTANICAL / COMMON NAME
% WEIGHT
% PURITY
% GERMINATION
FESTUCA ARUNDINACEA OR FESTUCA ELATIOR
TALL OR MEADOW FESCUE
75-80
98
90
AGROSTIS PALUSTRIS
-SEASIDE/CREEPING BENTGRASS
10-15
92
85
AGROSTIS ALBA OR AGROSTIS GIGANTEA
REDTOP BENTGRASS
5-10
90
80
(COMPACTED DEPTH)
FEATHER EXCESS _
Z IMUI119E)ERA'IZkCH
1" MULCH AT CROWN
1/2" ABOVE GRADE
1-1" ABOVE GRADE
PREPARED °
NOTES: PLANTING
• • BED •
REMOVE CONTAINER & WORK ROOTS 77
FREE OF SOIL; SPREAD ROOTS INTO
EXCAVATION °
BACKFILL TO BE SETTLED USING WATER ONLY
1JB88 7HAN 1 OAL 1 GAL CWAHM sal L�4Fk1�i
(PLANTED Bf MULCH) ( PLANTED BEFORE MULCH )
GROUN-'COVER PLANTING DETAIL_
NOT TO SCALE
FINISH GRAC ' "
SLOPE (MAX
SLOPE (TYP.
CURB PER
DRAWINGS (�
SIMILAR)
2" MULCH LAYER
(COMPACTED DEPTH)
TOPSOIL AS SPECIFIED
FINISHED GRADE AT 3:1
SLOPE (MAX), 10:1 (MIN)
PREPARED SUBGRADE
1" MAX. WITH
F—COMPAC D MULCH)
3
S I D EWALK--J
LAWN 00-No TION MULCH (CURB SIMILAR)
PLANTER SECTION DETAIL
NOT TO SCALE
HOLD .,PLANTS F
EDGE OF -PLAIT
AS NOTED ON F
BED LINE EDGE
CURB/WALK—
PLANT MATERIAL SPACING DETAIL
NOT TO SCALE
AMENDED PLANTING SOIL PER NOTES (TOPSOIL)
2" MULCH LAYER (COMPACTED DEPTH)
FINISH GRADE
LAWN
EDGING PER PLAN
SPACING AS CALLED OUT
ON PLAN/PLANT LIST
.HOLD PLANTS FROM
EDGE OF PLANTER
AS NOTED ON PLANT LIST
NOTE:
THIS SPACING APPLIES TO
GROUNDCOVER AND FORMAL
SHRUB ROW PLACEMENT.
PLANTING RED ADJACENT TO LAWN [DETAIL
NOT TO SCALE
\
N
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M
w
Q
a
W Z D
O F_ C
V p
.N
H2) LODGEPOLE STAKES; TIE AT APPROX. 1/3 TO 1/2 �- z > �' �►/�
EIGHT OF TREE WITH FLEXIBLE RUBBER TIE IN FIGURE +�y x
EIGHT PATTERN. STAKES AND TREE PLUMB 0 � 0 �✓ /�` 0
3 aai
3" DEEP SAUCER FOR WATER w
3" DEEP MULCH LAYER (COMPACTED DEPTH) /Wd� 0w I.— (o
REMOVE ALL TIES, WRAP & CONTAINERS. FREE 4 a z z J C,
PERIMETER ROOTS FROM NURSERY BALL % �F w
EXCAVATE TREE PIT AT A MIN. OF 4 TIMES ^ W w
DIA. OF ROOTBALL AT BALL CENTER, TAPERING PIT a- 0- !�
GRADE TO FINISH GRADE m 1,8.1
PIT SPOILS, NURSERY BALL WASTE BACKFILL . z z D
0�
SET BALL ON UNDISTURBED SUBGRADE,
OR COMPACTED SOIL.
NOTE: c,� `0 za Q
LIGHT FERTILIZER OVER PLANTING BED AFTER BACKFILL _ _ _
ONLY; NO FERTILIZER IN PLANTING PIT.
WORK PERIMETER ROOTS FREE OF NURSERY BALL. o o d
BALL & PIT TO BE COURSELY SCARIFIED. ¢ ¢ Q cYi z
o<< m
EVERGREEN TREE PLANTING/STAKING DETAIL 00
o "� m
NOT TO SCALE n N \ o
N I 6
Z
PRUNE DAMAGED TWIGS AFTER PLANTING
PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED �R
NOTE: IIr
KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES. D
HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH GRADE.
PROTECT TRUNK AND LIMBS FROM INJURY. z W
BACKFILL TO BE SETTLED USING WATER ONLY - W
NO MECHANICAL COMPACTION. 1
REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS OF MATERIAL. W r
r
(2) LODGEPOLE STAKES, PLUMB ;WITH ELASTIC CHAIN -LOCK
0
NEE GRO RUBBERING GUYS
TIED IN ,FIGURE EIGHT; REMOVE AFTER z co
PROTECTIVE WRAPPING DURING SHIPMENT TO SITE & INSTALLATION
REMOVE AT COMPLETION OF PLANTING Z < T_
-
(7) C
LAWN PLANTING- PROVIDE 3'0 "NO GRASS" TREE RING & 3" DEEP
MULCH LAYER COMPACTED) IN WELL HOLD BACK FROM TRUNK Q
8" TO 10" z r z L0
FINISH GRADE N
I
PREPARE PLANTING BED PER SPECS; AT MIN., LOOSEN AND MIX Q 0
SOIL TO 18" OR DEPTH OF R00 i BALL AND 4 TIMES BALL DIA. Z
REMOVE ALL WRAP, TIES, AND Q NTAINERS Q W)
SCORE ROOTBALL AND WORK NURSERY SOIL
AWAY FROM PERIMETER ROOTS
SET BALL ON UNDISTURBED BASE` OR COMPACTED MOUND UNDER BALL J
PENETRATION TO SUBBASE (+) 247. m
4
U
DECIDUOUS TREE; PLANTING/STAKING DETAIL
NOT TO SCALE
1
M
�1
4
! 6„
I
MINIMUM PLAY ZONE MIN.
PER MANUFACTURE'S
" SPECIFICATIONS 1 " REVEAL AT LANDSC. ai c Q
4 PERF. ADS PIPE. p
DAYLIGHT PIPE AT ADA• ENGINEERED WOOD CHIP GRADES N z :E z
DRAINAGE TRACT SURFACING 12" (MINIMUM) i >
COMPACTED DEPTH _
III—IIIW m m
GEOTEXTILE FABRIC BETW I
DRAINROCK & PLAY SURFAC III=1 N
Ili=1 i
c0 rn ° m
"El I I h `1 I W I 1=—1 I III o o Q o
Z w
Z
00 0 SLOPE SUBGRADE TO PERF. 0 Z Qf
ADS PIPE 1 % - 2% SLOPE V)
" GEOTEXTILE FABRIC BETWEEN w o a
6 SUBGRADE AND DRAINROCK x o z
MIN. SUBGRADE COMPACTED TO 957PROCTOR w LL`_ Lj
4" LAYER 3/4" WASHED DRAINROCK Q rN CV N z
3/4" MINUS WASHED ROCK co N ol0 z a
PROVIDE BID ALTERNATE FOR N w w
MFR'S. "KID TIMBERS" CURB
AT 12" DEPTH UNITS. z
�� w
TOT LOT SURFACING -DRAINAGE DETAIL N z N N
NOT TO SCALE
STATE OF
WASHINGTON
REGISTERED
LANDSCAPE ARCHIT CT
a
z U
01
V)
DAVID YENiEN CHAO
o 4—
CERTIFICATE NO. 1086
J
(VALID ONLY WITH SIGNATURE)