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DOUGLAS FIR
MIXED SHRUBS
NOTE:
REFER TO THE PLANT RESTORATION
CHART FOR QUANTITIES AND SPACING
REQUIREMENTS.
-,-\
STREAM BUFFER RESTORATION PLAN
FOR
PLA. T OF WINDSTONE DIVISION V
A PORTION OF THEE 1/2 OF THE SE 1/4 OF THE SE 1/4 OF SECTION 3, TOWNSHIP 23 N., RANGE
KING COUNTY, WASHINGTON
5 E., W.M.
Vicinity Mop Scale: N.T.S.
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CLEARING LIMITS
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REVISED PER CITY REVEW
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NO. REVISION
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MOY
BY
8/10/1 AS
DATE APPR
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DESIGNED:
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DRAWN:
MOY
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AS
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NOTE:
Plant list
Item
big-leaf maple
Douglas-fir
baldhip rose
hazelnut
oceans pray
Douglas-fir
hazelnut
oceans pray
Total
I Scientific Name Size Number Spacing
Water Line Area
, Acer macrophyllum 2-gal 158ftOC
I Psuedotsuga menziesii 2-gal 5 8 ft oc
Rosa gymnocarpa 2-gal 22 4 ft oc
Cory/us cornuta 2-gal 20 4 ft oc·
Ho/odiscus discolor 2-gal 20 4 ft oc
Residence Encroachment Area
-Psuedotsuga menziesii 2-gal 4 8 ft OC
Cory/us cornuta 2-gal 6 4 ft OC
· Holodiscus discolor 2-gal 6 4 ft OC
98
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REMOVE CONTAINER & WORK ROOTS
FREE OF SOIL; SPREAD ROOTS INTO
-EXCAVATION
__/ // BACKFILL TO BE SETTLED USING WATER ONLY
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FINISH GRADE AT 3: 1
SLOPE (MAX), 10: 1 (MIN)
Planting on Slope -Shrubs
NOT TO SCALE
LOCATOR LATH-------....._
EXCAVATE APPROX. 2' DIA. WELL FOR-~
PLANTING IN COMPACTED SOIL -NOT
EXCAVATION SPOILS.
3" DEPTH OF MEDIUM HEM/FIR BARK--...
MULCH OVER SAUCER SLOPING INTO BANK
REMOVE CONTAINER & WORK ROOTS---....._
FREE OF SOIL; SPREAD ROOTS INTO
EXCAVATION
SOD STRIPPED AWAY FROM MULCH/WELL
SLOPE RELIEF (2:1 SHOWN, 1.5:1 MAX.)
TYPICAL NOTES:
o NO SUPPLEMENTAL FERTILIZER
o BACKFILL TO BE SETTLED USING
WATER ONLY
o EXCAVATE TREE PIT AT A MIN. OF 4 TIMES
DIA. OF ROOTBALL AT BALL CENTER, TAPERING PIT
GRADE TO FINISH GRADE
1 QAI CONTAINER and LAROER
( PLAlflcD BEFOAE MIA.CH )
i
Planting on Slope -1 Gallon Trees -Deciduous/Evergreen
NOT TO SCALE
FECQIIIH)ED FOB APPROVAL
ey, _______ oate: ____ 1
ey, _______ oate: ____ 1
By: _______ Date ~---1
Comments
clumps of 5 to 10
clumps of 5 to 10
clumps of 5 to 10
clumps of6
clumps of6
SCAIB
HORIZONTAL: 1·=10·
VERTICAL: AAVD 19aa
HORIZONTAi...; tfAD 198J/1991
VERTICAL: N/A ~1, CITY OF
RENTON
l~.\f of Ren t"&17 /25/12
PLAT Of WINDSTONE DIVISION $1c1Hnn,g Divls=;.;,'=UJao=OK,-----<
PAGE:
I ONE INCH I AT FUU. SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
DCI 8 1 2012 DRAWING NO,
STREAM BUFFER RESTORATION PLAN
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STREET TREELANDSCAPE PLANTING PLAN AND LEGENC•
FOR
PLAT OF WINDSTONE DIVISION V STREET TREE PLANT MATERIAL LEGEND
b I== g
1"=20'
A PORTION OF THEE 1/2 OF THE SE 1/4 OF THE SE 1/4 OF SECTION 3, TOWNSHIP 23 N., RANGE 5 E., W.M. SYMBOL
COMMON /
BOTANICAL NAMES.
SIZE
CONDITION SPACING QTY. REMARKS
KING COUNTY, WASHINGTON ------~~;~
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CALL BEFORE YOU DIG:
1-800-424-5555
3
2
NO.
REI.OCA'Ji: BUFFER FENCE LOCATION AMS
REVISED PER . Cl1Y REVIEW MOY
REVISION BY
SURVEYED:
DESIGNED:
10/23/12
DRAWN:
WP
8/10/12 AMS CHECKED:
DATE APPR APPROVED:
SCA!£: BCE HORIZONTAL: VERTICAi..: NAIIO 1988
HORIZONTAL; NAO 1983/1991
1·=20·-o·
AMS VERTICAL: NA
MIK I ONE INCH I AT FULL SCALE AMS !F' NOT ONE INCH
SCALE ACCORDINGLY
/>S
CITY OF
RENTON
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TREES:
CORNUS 'EDDIE'S WHITE
WONDER' /
EDDIE'S WHITE WONDER
DOGWOOD
(REPLACEMENT TREE)
PRUNUS SERRULATA
'KWANZAN'/
KWANZAN CHERRY
(REPLACEMENT TREE
PARROTIA PERSICA /
PERSIAN PARROTIA
(REPLACEMENT TREE)
EXISTING STREET TREES
UTILITY CLEARANCE
2.5" CAL.
2.5" CAL
AS
SHOWN
Af:,
SHOWN
2.5" CAL. · AS
SHOWN
4
7
4
STAKE & GUY ONE GROWING
SEASON; NURSERY GROWN
FOR STREET TREE USE,
BRANCHED AT 6'
STAKE & GUY ONE GROWING
SEPSON; NURSERY GROWN
FOR STREET TREE USE,
BRANCHED AT 6'
STAKE & GUY ONE GROWING
SEASON; NURSERY GROWN
FOR STREET TREE USE,
BRANCHED AT 6'
TO REMAIN, SAVE, AND
PROTECT
8. ALL TREES SHALL MEET ANSI 260.1-1996 (OR CURRENT) STANDARDS FOR
NURSERY STOCK. All TREES SHALL BE NURSERY PRUNED OR "HIGH" GRAFTED
FOR STREET TREE USE -6' MINIMUM CLEARANCE TO LOWEST SCAFFOLD LIMBS.
9. PROVIDE A 3' DIAMETER BASIN AND MULCH RING AROUND EACH STREET TREE.
10. SEE SHEET l-2 FOR STREET TREE PLANTING NOTES AND DETAILS.
11. SEE SHEET TR-1 FOR TREE RETENTION / TREE REMOVAL PLAN
RECOMIENDEP FOR APPROVAL
By: _________ Dote; ___ _
ey, _________ Dote: ___ _
ey, _________ Dote----
AR R SEIDEL
CERTIFICA 1E NO. 706
(VALID ONLY WITH SIGNATURE)
EXPIRES: 12/15/12
a . ~~::rr. ~~= nrung o· · .' u,12/19/11 1v1su i-. PLAT OF WINDSTONE DIVISION 5ocr f':i,FlElll=,oo~K, ---1
· 3 j 20/j PAGE:
r.;;:s=::-=----1
Planning/Building/Public Works Dept. STREET TREE LANDSCAPE PLANTI~~~~l "r,o, DRAWING No,
AND LEGEND ..,,!JWI!.:;'/!)) SHE<r: l1 OF: 7
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§ iii
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LANDSCAPE PLANTING NOTES AND MATERIALS
SCOPE OF WORK
FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH
THE TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT
MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN-UP, DEBRIS REMOVAL, AND 90-DAY
MAINTENANCE.
QUALIFICATIONS:
LANDSCAPE CONTRACTOR TO BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK.
CONTRACTOR TO BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING
JURISDICTION.
JOB CONDITIONS:
IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY
DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND
FINISHED GRADES ARE SUBJECT TO APPROVAL BY THE OWNER.
PROTECTION:
SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER
CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. AN IRRIGATION
SYSTEM IS TO BE INSTALLED. DO NOT PLANT UNTIL THE SYSTEM HAS BEEN TESTED AND
APPROVED. HANDLE PLANTS WITH CARE -DO NOT DAMAGE OR BREAK ROOT SYSTEM, BARK,
OR BRANCHES. REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK
NOT IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO
ADDITIONAL COST .
GUARANTEE:
GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL
ACCEPTANCE OF THE JOB BY OWNER.
90-DAY MAINTENANCE:
CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID
TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 90 DAYS FOLLOWING COMPLETION
OF PROJECT (ACCEPTANCE) OF FACILITY BY OWNER. WORK TO INCLUDE
MAINTENANCE AS DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE.
MATERIALS:
PLANT MATERIALS:
PLANT MATERIALS TO BE GRADE NO. 1, SIZED IN ACCORDANCE WITH (MN) AMERICAN
STANDARDS FOR NURSERY STOCK (ANSI Z60.1-1986). PRUNE PLANTS RECEIVED FROM THE
NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "B & B" INDICATES
BALLED AND BURLAPPED; "CONT." INDICATES CONTAINER; "BR" INDICATES BARE ROOT; "CAL"
INDICATES CALIPER AT 6" ABOVE SOIL LINE; "GAL" INDICATES GALLON.
A) SPECIFIED PLANT CANOPY SIZE OR 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, WITl::L--
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
LEADER2,,,.9J:I.,;:'C'.'..cCRC)TCHES LESS ,XHAN__c30"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.
SOIL PREPARATION:
MAY BE SPECIFIC TO THE SITE, OR TO CERTAIN PORTIONS OF THE SITE, AS NOTED ON THE
PLAN. THE FOLLOWING: TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS
FOR ALL LANDSCAPE AREAS, UNLESS NOTED OTHERWISE ON THE PLAN.
SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS:
AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR TO OBTAIN
AGRONOMIC SOILS TESTS FOR PLANTING AREAS, LAWN AND SHRUB LANDSCAPE. A MINIMUM
OF ONE SAMPLE AND ONE PER EACH TWO ACRES OF LANDSCAPE AREA TO BE OBTAINED.
IF ON-SITE TOPSOIL HAS BEEN STOCKPILED, A TEST TO BE ·coMPLETED FOR IT, ALSO.
TESTS TO INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS
FOR SOIL AMENDMENT, FERTILIZER, CONDITIONERS, APPLICATION RATES, AND POST -CONSTRUC-
TION MAINTENANCE PROGRAM. TESTS TO BE PERFORMED BY AN APPROVED SOIL TESTING
LABORATORY WHICH WILL BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR.
RECOMMENDATIONS OF THE SOILS REPORT AND REQUIREMENTS OF THE GEOTECHNICAL
ENGINEER TO TAKE PRECEDENCE OVER THE MINIMUMS NOTED, BELOW. PROVIDE CHANGE
ORDER FOR ADDITIONAL MATERIALS REQUIRED IN THE SOILS REPORT.
A) TOPSOIL
AS A MINIMUM SUPPLY TOPSOIL CONSISTING OF LOAM SOIL WITH 5 TO 7 PERCENT
ORGANIC MATTER. TOPSOIL TO BE AMENDED WITH SPECIFIC AMENDMENTS IN C) 1.
AND C)2., BELOW, AND BE BLENDED TO SPECIFIED DEPTH IN E.), BELOW. LOAM TO
CORRESPOND TO FIELD METHOD OF DETERMINING SOIL TEXTURE CLASSES FOR LOAM
AND SILT LOAM, U.S. SOIL CONSERVATION SERVICE. PROVIDE LANDSCAPE ARCHITECT
THE TOPSOIL SUPPLIER AND SAMPLE OF TOPSOIL. CONTRACTOR IS RESPONSIBLE FOR
ANY NECESSARY WEED CONTROL RESULTING FROM CONTAMINATED OFF-SITE SOURCES.
B) NATIVE SURFACE SOIL INCLUDING STOCKPILED TOPSOIL
SURFACE SOIL ON-SITE MAY MEET TEXTURAL CLASSIFICATION AS NOTED IN A), ABOVE.
PROVIDE AMENDMENTS IN C) 1. AND C) 2., BELOW, AND EVENLY BLEND AMENDMENTS
TO SPECIFIED DEPTH.
C) AMENDMENT
1. ORGANIC COMPOST
TOPSOIL FOR PLANTING TO CONTAIN 15 TO 20 PERCENT ORGANIC MATERIAL BY
VOLUME. THE FOLLOWING IS FOR SOIL WITH 3-4
PROVIDE THREE INCHES (TWO INCHES COMPACTED DEPTH) OF .COMPOST PER
12 INCHES OF SPECIFIED TOPSOIL DEPTH. MUSHROOM COMPOST, SLUDGE/COMPOST
% ORGANIC CONTENT.
BLEND, AND/OR AGED FIR BARK MULCH WILL SATISFY ORGANIC REQUIREMENTS.
COMPOST TO BE FROM NON-FARM ANIMAL SOURCES, NOR FROM SOURCES
CONTAINING REDWOOD/CEDAR PRODUCTS.
STREET TREE LANDSCAPE PLANTING NOTES AND DETAILS
FOR
PLAT OF WINDSTONE DIVISION V
A PORTION OF THEE 1/2 OF THE SE 1/4 OF THE SE 1/4 OF SECTION 3, TOWNSHIP 23 N., RANGE 5 E., W.M.
KING COUNTY, WASHINGTON
2. FERTILIZER
COMPLETE FERTILIZER WITH TRACE ELEMENTS, 8 PERCENT SULFUR, AND A MINIMUM
OF 50 PERCENT SLOW RELEASE NITROGEN. FERTILIZER TO BE "AGRO-DELUXE
NURSERY" 10-15-20 AT 50 POUNDS PER 10 YARDS OF ORGANIC COMPOST, OR
COMPARABLE NITROGEN EQUIVALENT.
D) PLANTING BACKFILL
ON-SITE TOPSOIL (EXCAVATED PIT SPOILS) AS FIELD PREPARED FOR PLANTING/TURF.
E) TOPSOIL PREPARATION
AS A MINIMUM, ALL LANDSCAPE AREAS TO HAVE 12 INCHES MINIMUM OF TOPSOIL PER
A) AND/OR B), ABOVE. CONTRACTOR TO ADJUST GRADES AND SUPPLY TOPSOIL AS
NECESSARY TO ASSURE THE MINIMUM DEPTH. CONTRACTOR TO FORM BERMS TO
THE HEIGHT AND EXTENT NOTED HERE, AND SHOWN ON THE PLANS. AMENDMENTS TO
BE EVENLY BLENDED THROUGHOUT THE TOP 6-INCHES. TOPSOIL TO BE WORKED
INTO SUB-BASE/SUBSOIL FOR ROUGH TRANSITION. SOIL DEPTH SPECIFIED IS FINISHED,
COMPACTED DEPTH.
PARKING PLANTER ISLANDS TO BE OVER EXCAVATED BY BACKHOE. REMOVE PAVING
WASTE, GRAVEL BASE AND UNDERLYING SUBSOIL TO 18" BELOW TOP OF PAVING.
SCARIFY AND OVER EXCAVATE PIT BOTIOM 12" TO MINIMIZE STRUCTURAL COMPACTION.
BARK MULCH (TOP DRESSING):
ONE-QUARTER-INCH (1/4") SIZE, TO ONE-HALF-INCH (1/2"), I.E., "FINE," HEMLOCK/FIR BARK.
APPLY SUFFICIENT QUANTITY TO PROVIDE THREE INCHES DEPTH, AT ALL STREET TREES. FINE
MULCH, I.E., '.'STEERCO" TEXTURE AND CEDAR ARE NOT ACCEPTABLE.
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.
ANTI-DESICCANT:
"WILT-PROOF," 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER.
THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO SITE
TO BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION.
EXECUTION:
FINISH GRADES:
FINE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER TWO INCHES (2") DIAMETER
FROM TOP THREE INCHES (3") OF PREPARED PLANTING BED. ALL FINISHED GRADES TO BE
SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETAILED. SITE
CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS.
TREES:
ARRANGE TREES ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND
STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES AND SUPPORTS TO STAND
VERTICAL. TREES TO BE PLACED AS SHOWN ON THE PLANTING PLAN, LOCATED AS DETAILED
AND AS CALLED OUT ON PLANT LIST. BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING
WATER ONLY. NO MECHANICAL COMPACTION.
STREET TREES:
ALL STREET TREES ARE TO BE ON A 40 FOOT SPACING, UNLESS NOTED. ADJUST INSTALLATION
LOCATIONS TO CLEAR CONSTRUCTED DRIVES, LIGHTING, AND UTILITIES AS NOTED BELOW.
STREET TREE LAYOUT IS BASED ON PHYSICAL CONSTRAINTS OF DRIVEWAYS AND UTILITY
CLEARANCES. NOTE DRIVEWAY LOCATIONS ARE SUBJECT TO MODIFICATIONS, NO LESS THAN
SPECIFIED QUANTITIES WILL BE INSTALLED.
STREET TREE SPECIES ARE SELECTED FROM THE KING COUNTY APPROVED STREET TREE LIST.
ALL STREET TREES TO BE 1.75" CALIPER/10' HEIGHT MINIMUM.
PROVIDE ROOT BARRIER AT STREET TREES AS NOTED IN KING COUNTY STANDARD DETAIL. DEEP
ROOT BARRIER NO. UB 18-2. INSTALL PER MANUFACTURER'S WRITTEN SPECIFICATIONS.
PLANT STREET TREES DURING FALL TO WINTER MONTHS (OCTOBER 1st TO MARCH 31st).
PROVIDE AND MAINTAIN A 3' DIAMETER WATER WELL AROUND ALL STREET TREES.
PROVIDE A 3' DIAMETER MULCH RING AROUND ALL STREET TREES .
STREET TREES SHALL BE OWNED AND MAINTAINED BY THE ABUTTING LOT OWNERS OR THE
HOMEOWNERS ASSOCIATION OR OTHER WORKABLE ORGANIZATION ULESS THE COUNTY HAS
ADOPTED A MAINTAINCE PROGRAM.
UTILITY CLEARANCES:
FIELD ADJUST PLANT LOCATIONS FOR UTILITY CLEARANCES PER KING COUNTY PUBLIC WORKS
STREET TREE STANDARD DETAIL SHOWN ON THIS SHEET.
PLANTING MAINTENANCE:
CONTRACTOR TO MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL
ACCEPTANCE OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE TO INCLUDE WATERING,
WEEDING, AND REPAIRING OF TREE GUYS, RESETTING PLANTS TO PROPER GRADES OR POSITION,
AND RE-ESTABLISHING SETTLED GRADES. HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR
FOLLOWING LANDSCAPE INSTALLATION. INCLUDED IS REPLACEMENT OF DEAD PLANTS AND PLANTS
SHOWING LOSS OF 40 PERCENT OR MORE OF CANOPY.
CALL BEFORE YOU DIG:
1-800-424-5555
3 RELOCATE BUFFER FENCi; LOCATION
2 RE'IISED PER CITY REVIEW
NO. REVISION
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' -1 O' 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 STANDARDS
KING COUNTY PUBLIC WORKS DWG. NO. 5-009
PRUNE DAMAGED TWIGS AFfER PLANTING-----------~
PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED--~
NOTE:
KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES.
HOLD CROWN OF ROOTBALL AT OR JUST ABOVE 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.
SEE STREET TREE STANDARD DETAIL FOR ROOT BARRIER
REQUIREMENT.
(2) LODGEPOLE STAKES, PLUMB WITH ELASTIC CHAIN-LOCK--,
TYPE OR RUBBER GUYS TIED IN FIGURE EIGHT; REMOVE AFTER
ONE GROWING SEASON
PROTECTIVE WRAPPING DURING SHIPMENT TO SITE & INSTALLATION ---11--=!ilr--tt
REMOVE AT COMPLETION OF PLANTING
PROVIDE 3'¢ MULCH TREE RING. HOLD BACK FROM TRUNK 8" --,
FINISH GRADE
PREPARE PLANTING BED PER SPEC'S: AT MIN., LOOSEN AND MIX-~••
SOIL TO 18" OR DEPTH OF ROOTBALL AND 4 TIMES BALL DIA.
REMOVE ALL WRAP TIES AND CONTAINERS
SCORE ROOTBALL AND WORK NURSERY SOIL
SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL
PENETRATION TO SUBBASE (+) 24"------------__;
STREET TREE PLANTING/STAKING DETAIL
NOT TO SCALE
SURVEYED: SCALE,
BCE VERTICAL: NAVO 1968
HORIZONTAL: N/A HORiZOITTAL: NAO 1983/19il1
DESIGNED: VERTICAL: N/A AMS
AMS 10/23/12 WP
DRAWN:
MIK ONE INCH
MOY 8/10/12 AMS CHECKED: AT FUU. SCALE AMS IF NOT ONE INCH
BY DATE APPR APPROVED: SCALE ACCORDINGLY
PS
.n,
.JI -
LUMINAIRE
15' MIN.
<
\
4' PROXIMITY
TO CURB£.SIDEWALK
INSTALL '-10'
ROOT BARRIER
TYPICAL NOTE 1.
NOT TO SCALE
STREET TREE
FIRE HYDRANT OR
UTILITY POLE
SIDEWALK NEXT TO VERTICAL CURB
10' MIN. 50' MIN.
PLANTING STRIP 50' MIN. <~
10' MIN.
+
+
~/
8' -1 O' ROOT BARRIER
TYPICAL (SEE NOTE 5.)
PLAN VERTICAL CURB LINE
AT INTERSECTION
4'-0"
MINIMUM -TYPICAL
PROVIDE LEVEL ---------
WATER BASIN
/~~
PLANTER" /:>:»>
~' 0 0
STRIP »« ::<..'0'.Y '"V>"-.: ROOT BARRIER --------ii
SEE STREET TREE
STANDARDS DETAIL
STREET TREE LOCATION DETAIL
NOT TO SCALE
RECOfilEN'.)E[) FOR APPROVAL
By: _________ Dote: _____ I
9y: _________ Dote: ____ _
By: _________ Oate ____ _
AR lJ M. SEIDEL
CERTIFfCA TE NO. 706
(VALID ONLY WITH SIGNATURE)
EXPIRES: 12/15/12
p ~ J I"). t-DATE:
CITY OF
RENTON
1EJnning ;/ ' •. ,:.112/ 19 / 11
PLAT OF WINDSTONE DIVISION 5 Vis,(h,;;,nao=eoo=K,--'----1
ocr 3 1 '01" PAGE, '' , "'o=r,,.w=,.~. =.o~, ---l
Planning/Building/Public Works Dept. STREET TREE LANDSCAPE PLANTIN~t!9J,ES
AND DETAILS -S~l!;;,~~/ffI[ij SHE£T, L2 OF, 7
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SEE THIS SHEET FOR DETAIL
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SOLi WOOD LOT FENCE
SEE ·SHEET FOR DETAIL
CONC E PAVING
/ / TRACT "B"
NATURAL Y COLOR
-· -· -·-· -· ---·-.-·-.--· -· -·
CONCRETE PAVING•--
CONTROL JOINT
TYPICAL
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TRACT "A" PARK-OPEN SPACE LAYOUT PLAN
FOR
PLAT OF WINDSTONE DIVISION V
A PORTION OF THEE 1/2 OF THE SE 1/4 OF THE SE 1/4 OF SECTION 3, TOWNSHIP 23 N., RANGE 5 E., W.M.
POLY CLIMBjJ:,18' WALL:
8~4~
0
POWtRSCAPE PLUS
BY_....,,,,METIME
POST: BLUE
PANEL: YELLOW
SUPPORT PIPE: GREEN
HANDHOLDS: RED, BLUE, ANO GREEN
MOUNT: INGROUND WITH CONCRETE FOOTINGS
INSTALL PER MANUFACTURER'S SPECIFICATIONS
SITELINES PARK AND PLAYGROUND PRODUCTS
(800-541-0869)
KING COUNTY, WASHINGTON
WAVE SLIDE BY SUMMIT USA (ONE PIECE):
(2 TOTAL REQUIRED)
COLOR: YELLOW
NOTE:
ALL WOOD TO BE DOUGLAS FIR
PRESSURE TREATED.
TREAT WITH BLOG. COLOR
MATCHED PRESERVING STAIN
UPON COMPLETION,
6'-0" O.C.
-PLUMB-I
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PRIVATE LOT---i.----BUFFER
OR PARK
2x4 CAP, CUP DOWN------
TOE NAIL TO POST
1x2 TOP RAIL AT BOTH SIDE __ __:_~~:a==+=+
TOE NAIL TO POST ANO
1x2 BOARDS
1x4 MID RAIL AT BOTH SIDE ----~-Ill
TOE NAIL TO POST AND
BOARDS
4x4 GROUND CONTACT PRESSURE---~-,
TREADED POST @ 6'-0" SPACING
(2) 1 x6 ROUGH SAWN BOARDS
WITH 1/4" SPACING
(2) 1 x6 ROUGH SAWN BOARDS
WITH 1/4" SPACING
ENGINEERED WOOD FIBER PLAY SURFACE
BY GT IMPAX FIBER OR EQUIVALENT;
INSTALLATION DEPTH AS REQUIRED
INSTALL PER MANUFACTURER'S SPECIFICATIONS,
SITELINES PARK AND PLAYGROUND PRODUCTS
(800-541-0869)
GROUND MOUNTED PER MANUFACTURER'S
SPECIFICATIONS (SUBMIT SHOP DRAWINGS)
SITELINES PARK AND PLAYGROUND PRODUCTS
(800-541-0869) ALL FASTENERS TO BE GALV.
STEEL. ..:I 11 1 I 11 I 11 I 11 I i 1 I 11 I I-'
1x4 BOTTOM RAIL AT BOTH SIDES-----fllll_J2LL
TOE NAIL TO POST AND 80ARD$_,_==-r=b,,,,.,,+,""'t-,rlc-
FINISH GRADE I 0
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BY WALBASH VALLEY NORTHWEST
SIGNATURE SERIES SG215P ( 4 SEATS)
(1 TOTAL REQUIRED)
COLOR: BLACK
MOUNT: INGROUND WITH CONCRETE FOOTING
( OR EQU !VALENT)
INSTALL TABLE PRIOR TO CONCRETE PAVING
INSTALL PER MANUFACTURER'S SPECIFICATION:-. . ...-
PLAYGROUND EQUIPMENT, INC.
(800-726-0::0::;;321):._;:.,,-~:---~~
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WOOD FENCE 5' HIGH STEP AT
FENCE POST,
TOP OF FENCE TO BE LEVEL
BETWEEN POSTS.
12" DIA. CONCRETE FOOTING----'* "' EXISTING LOT RETAINING WALL-----+-'-+'-+--iil•0':':J
3" GRAVEL DRAINAGE -------J~mr.~!'fft---'k-
,------c-c=,:ts::.::_ MODIFY GRADES AS REQUIRED
FOR ON-GRADE SLIDE
__ ,--TYPICAL SOLID WOOD LOT FENCE ELEVATION/SECTION
--NOT TO SCALE
~'ttf,/. , ,,-SOLID WOOD PARK FENCE,
t.:t_ ./' SEE THIS SHEET FOR DETAIL --____ ... _.,,..,.,..""
--, , -----,.,.~" -----/"
I _. ... ~ ..... -· -~-/ ~--: _____ /_
---nr : I 1
I I I DECOMPOSED
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1 I MATCH WIDTH
t I OF SLIDE AND
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: PATH, SEE THIS SHEET
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-----------
3' -0" MIN. WIDTH
NOTE:
PATH TO COMPLY WITH ADA STANDARDS.
MATCH ELEVATION OF CONCRETE PAVING
AND/OR HEADER
,-----4" MIN, COMPACTED THICKNESS
5/8" MINUS DECOMPOSED GRANITE
PROVIDE 2% MAX. CROWN/CROSS
SLOPE
,----ALL EDGES TO BE ''TAMPED" AT 45
DEGREE ANGLE FOR SMOOTH EDGING
COMPACT SUBGRADE 95%
(NATIVE SOIL)
LANDSCAPE FABRIC BERRIER
DECOMPOSED GRANITE PATH SECTION
NOT TO SCALE
6"
SAFETY ZONE; PER----~
MANUFACTURERS SPECIFICATIONS
3j4" CHAMFER AT ALL EXPOSED
CORNERS
1/2" MAX.
1 "x6" FENCE BOARDS WITH
3/4" 45' CHAMFER
4"x4" POST WITH SIMPSON
COLUMN BASE WITH
45' TOP CHAMFERS
(3) 2"x4" STRINGERS
CONTINUOUS ;1
-------2"x2" PICKET WITH 1-1/2" 45·
CHAMFER EQ,
\t 6" CLEAR
PROPERlY LINE
,..,_...__4"x4" POST WITH 45· TOP
CHAMFERS @ 6'.-0" ON CENTER
2"x2" PICKETS WITH 1-1/2"
45' CHAMFER
lll~+--1 "x6" FENCE BOARDS WITH 3/ 4"
45' CHAMFER
_ _Jl~=-G3!1 2"x4" STRINGERS CONTINUOUS
NOTE:
SOLID WOOD FENCE 6' HIGH
STEP AT FENCE HEIGHT AT POST
TOP TO BE LEVEL BETWEEN POSTS
SOLID WOOD PARK FENCE ELEVATION/SECTION
NOT TO SCALE
~------TOP OF CURB TO
BE LEVEL
--FINISH GRADE
1" IN LAWN AREAS
FLUSH WITH PAVING
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CALL BEFORE YOU DIG:
1-800-424-5555
==-m I-·· TF
3 RELOCATE BUFFER FENC£ LOCATION
2 Rf.VISEll PER CllY REVlf.W
NO. REVISION
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AMS
MDY
BY
10/23/12 WP
8/10/12 AMS
DATE APPR
4" PERF. ADS PIPE.
DAYLIGHT PIPE AT
WETLAND
SLOPE SUBGRADE TO PERF .
ADS PIPE
3/4" MINUS WASHED
DRAIN ROCK
DEWITI WEED BARRIER
CONCRETE CURB • PLAY AREA DETAIL
NOT TO SCALE
SURVEYED: SCA!.E,
BCE HORIZONTAL: VERllCAL: NAVD 1988 CITY OF 1·=101-0"
HORIZONTAL: NAO 1983/1991 ·~ DESIGNED:
AMS VERTICAL: NA RENTON DRAWN: ..JI
MIK I ONE INCH I CHECKED: AT FlJLL SCALE Planning/Building/Public Works AMS IF NOT ONE INCH
APPRO\IEO: 5CM.E ACCORDINGLY
/IS
Dept
NOTE:
EXPANSION JOINTS AT
20' O.C. AND AT ALL
ANGLES
ey, _________ Dote: ___ _
By: _________ Dote: ___ _
By, _________ Dote ___ _
t.1, SEIDEL
CERTIFICATE NO. 706
(VALID ONLY WITH SIGNATURE)
EXPIRES: 12/15/12
Ci;,,, " ..
PJanni~; ~i/r, ,, ~12/19/11
PLAT OF WINDSTONE DIVISION 5 IV/Sio,c=,a,=LDeoo=,,---1 ocr PAGE; 3 J lO/} l-,;D°"RAw::C.oNG;,cN:;;;:o,---1
TRACT "A' PARK-OPEN SPACE LAYQM!c~~lli) SHEET, L3 o,,
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1
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EXISTING STREET TREES ,
TO REMAIN, SAVE, AND 1
PROTECT -TYPICAL :
1 '
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TRACT "A" PARK-OPENSPACE LANDSCAPE PLANTING PLAN
FOR
PLAT OF WINDSTONE DIVISION V
A PORTION OF THEE 1/2 OF THE SE 1/4 OF THE SE 1/4 OF SECTION 3, TOWNSHIP 23 N., RANGE 5 E., W.M.
7 "\.
/
//
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CALL BEFORE YOU DIG:
1-800-424-5555
KING COUNTY, WASHINGTON
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LANDSCAPE PLANT MATERIAL LEGEND
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C"O!:l<xxxt --rr---r-_.----
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STREET TREE
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1
SEE STREET TREE LANDSCAPE
PLANTING SHEET L-1
3 RELOCATE BUFFER FENCE LOCATION AMS
2 REVISED PER CITY REVIEW MOY
NO. REVISION BY
SYMBOL
SI.JIM.YEO: BCE
DESIGNED: AMS
10/23/12
DRAWN:
WP MIK
8/10/12 AMS CHECKED;
AMS
DATE APPR APPROVED:
f,S
BOTAN\CAL / COMMON NAMES
TREES:
ACER CIRCINATUM /
V\NE MAPLE
QUERCUS PALUSTRIS /
PIN OAK
(REPLACEMENT TREE)
THUGA PLICATA 'EXCELSA' /
EXCELSA WESTERN RED CEDAR
(REPLACEMENT TREE)
SHRUBS:
HEMEROCALLIS HYB. 'STELLA D' ORO' /
YELLOW DAYLILY
HELICTROTRICHON SEMPERVIRENS /
BLUE OAT GRASS
MISCANTHUS PURPURASCENS /
FLAME GRASS
MYRICA CALIFORNICA /
PACIFIC WAX MYRTLE
PINUS MUGO MUGO /
DWARF MUGHO PINE
VIBURNUM DAVIDII /
DAVID'S VIBURNUM
GROUNDCOVERS:
ARCTOSTAPHYLOS UVA-URSI /
KINNIKINNICK
FRAGRARIA CHILOENSIS /
BEACH STRAWBERRY
LAWN
LAWN/PLANTER EDGE
LANDSCAPE GRADES
SIZE
CONDITION SPACING QUANTITY
6' -8' HT. AS SHOWN 2
B & B
4• CAL. DBH; AS SHOWN 3
B & B
2• CAL. DBH; AS SHOWN 6
6'-7'MIN. HT.,
8 & B
1 GALLON 2' o.c. 20
1 GALLON 3' O.C.' 24
3 GALLON 3' o.c. 20
21· -24" 5' o.c. 25
'
18" -21" 3' o.c. \ 8
18" -21· 3' O.C:··· 14 ,_,-.,, ,,. .
REMARKS
STAKE & GUY ONE GROWING SEASON; NURSERY
GROWN, 3 TO 5 CANES MAX\NUM
STAKE & GUY ONE GROWING SEASON; NURSERY
GROWN FOR STREET TREE USE, BRANCHED AT 8'
STAKE & GUY ONE GROWING SEASON; NURSERY
GROWN, UN-CUT LEADER
FULL
FULL
FULL AND BUSHY
FULL AND BUSHY
FULL AND BUSHY
4" POT 12" 0.C. AS REQ'D HOLD 16" FROM BORDERS, SHRUBS, AND TREES
4• POT 12" 0.C. AS REQ'D HOLD 16" FROM BORDERS, SHRUBS, AND TREES
SOD COVER LOCAL COMMERCIAL SOD BLEND
SHOVEL -CUT TRANSITION
NOTE: SEE SHEET TR-1 -TREE RETENTION / TREE REMOVAL PLAN FOR ADDITIONAL TREE RETENTION INFORMATION
SCALE,
HORIZOr,rfAL: VERTICAL: NAVO 1988 CITY OF HORIZONTAL: NAO 196J/1991
1·=10·-o·
VERTICAL: NA RENTON
I
ONE INCH I AT FULL SCALE Planning/Building/Public Works
IF NOT ONE 1NCH
SCAI.E ACCORDINGLY
Dept.
IECOH\IEJIDEP FOR APPROVAL
By: ________ Dote, ___ _
By: ________ Qote: ___ ~
By: ________ Dote ___ _
STATE OF
WASHINGTON
REGIST~~'P,
LANOSGA~ ~HITECT
4"~
/ UR M. SEIDEL
ERTIFICA TE NO. 706
(VALID ONLY WITH SIGNATURE)
EXPIRES: 12/15 /12
4 lfJl(Jg D· ... u, DATE:
1Vis;0,, 12/19/11
PLAT OF WINDSTONE DIVISIONJc~a· . a,LD,ooK,
] 20/1 PAGc ~-.o=-=---
TRA CT "A" PAAK-OPENSPACE LAA'~~flEi::, DRA\\1NO NO,
PLANTING PLAN Yl/fJ/)) SHEET, L4 OF, 7
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TRACT "A" PARK-OPENSPACE LANDSCAPE PLANTING NOTES AND DETAILS
FOR
PLAT OF WINDSTONE DIVISION V
LANDSCAPE PLANTING NOTES AND MATERIALS
A PORTION OF THEE 1/2 OF THE SE 1/4 OF THE SE 1/4 OF SECTION 3, TOWNSHIP 23 N., RANGE 5 E., W.M.
SCOPE OF WORK
KING COUNTY, WASHINGTON
FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH
THE TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT
MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN-UP, DEBRIS REMOVAL, AND 90-DAY
MAINTENANCE.
QUALIFICATIONS:
LANDSCAPE CONTRACTOR TO BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK.
CONTRACTOR TO BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING
JURISDICTION.
JOB CONDITIONS:
IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY
DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND
FINISHED GRADES ARE SUBJECT TO APPROVAL BY THE OWNER.
PROTECTION:
SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER
CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. AN IRRIGATION SYSTEM
IS TO BE INSTALLED. DO NOT PLANT UNTIL THE SYSTEM HAS BEEN TESTED AND APPROVED.
HANDLE PLANTS WITH CARE -DO NOT DAMAGE OR BREAK ROOT SYSTEM, BARK, OR
BRANCHES. REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT
IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL
COST.
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.
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 (MN) AMERICAN
STANDARDS FOR NURSERY STOCK (ANSI 260.1-1996). PRUNE PLANTS RECEIVED FROM THE
NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "B & B" INDICATES
BALLED AND BURLAPPED; "CONT." INDICATES CONTAINER; "BR" INDICATES BARE ROOT; "CAL"
INDICATES CALIPER AT 6" ABOVE SOIL LINE; "GAL" INDICATES GALLON.
A) SPECIFIED PLANT CANOPY SIZE OR 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-lo 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 PERMITIED
UNLESS WRITIEN EVIDENCE IS SUBMITIED TO THE OWNER AND LANDSCAPE ARCHITECT
FROM TWO QUALIFIED PLANT BROKERAGE COMPANIES THAT THE SPECIFIED MATERIAL IS
NOT AVAILABLE. CONTRACTOR TO SUBMIT A WRITIEN SUBSTITUTION REQUEST FOR
REVIEW AND APPROVAL BY THE OWNER AND LANDSCAPE ARCHITECT. THE CONTRACTOR
TO THEN PROVIDE THE SPECIFIED SUBSTITUTE SIZE, SPECIES, OR VARIETY, AS
APPROVED. ALL SUBSTITUTION MUST BE APPROVED PRIOR TO PLANT PROCUREMENT,
SITE DELIVERY, OR INSTALLATION.
SOIL PREPARATION:
MAY BE SPECIFIC TO THE SITE, OR TO CERTAIN PORTIONS OF THE SITE, AS NOTED ON THE
PLAN. THE FOLLOWING: TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS
FOR ALL LANDSCAPE AREAS, UNLESS NOTED OTHERWISE ON THE PLANS.
SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS:
AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR TO OBTAIN
AGRONOMIC SOILS TESTS FOR PLANTING AREAS, LAWN AND SHRUB LANDSCAPE. A MINIMUM
OF ONE SAMPLE AND ONE PER EACH TWO ACRES OF LANDSCAPE AREA TO BE OBTAINED.
IF ON-SITE TOPSOIL HAS BEEN STOCKPILED, A TEST TO BE COMPLETED FOR IT, ALSO.
TESTS TO INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH WRITIEN RECOMMENDATIONS
FOR SOIL AMENDMENT, FERTILIZER, CONDITIONERS, APPLICATION RATES, AND POST-
CONSTRUCTION MAINTENANCE PROGRAM. TESTS TO BE PERFORMED BY AN APPROVED SOIL
TESTING LABORATORY WHICH WILL BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR.
RECOMMENDATIONS OF THE SOILS REPORT AND REQUIREMENTS OF THE GEOTECHNICAL
ENGINEER TO TAKE PRECEDENCE OVER THE MINIMUMS NOTED, BELOW. PROVIDE CHANGE
ORDER FOR ADDITIONAL MATERIALS REQUIRED IN THE SOILS REPORT.
A) TOPSOIL
AS A MINIMUM SUPPLY TOPSOIL CONSISTING OF LOAM SOIL WITH 5 TO 7 PERCENT
ORGANIC MATIER. TOPSOIL TO BE AMENDED WITH SPECIFIC AMENDMENTS IN C)1.
AND C)2., BELOW, AND BE BLENDED TO SPECIFIED DEPTH IN E.), BELOW. LOAM TO
CORRESPOND TO FIELD METHOD OF DETERMINING SOIL TEXTURE CLASSES FOR LOAM
AND SILT LOAM, U.S. SOIL CONSERVATION SERVICE. PROVIDE LANDSCAPE ARCHITECT
THE TOPSOIL SUPPLIER AND SAMPLE OF TOPSOIL. CONTRACTOR IS RESPONSIBLE FOR
ANY NECESSARY WEED CONTROL RESULTING FROM CONTAMINATED OFF-SITE SOURCES.
B) NATIVE SURFACE SOIL INCLUDING STOCKPILED TOPSOIL
SURFACE SOIL ON-SITE MAY MEET TEXTURAL CLASSIFICATION AS NOTED IN A), ABOVE.
PROVIDE AMENDMENTS IN C) 1. AND C) 2., BELOW, AND EVENLY BLEND AMENDMENTS
TO SPECIFIED DEPTH.
C) AMENDMENT
1. ORGANIC COMPOST
TOPSOIL FOR PLANTING TO CONTAIN 15 TO 20 PERCENT ORGANIC MATERIAL BY
VOLUME. THE FOLLOWING IS FOR SOIL WITH 3-4 % ORGANIC CONTENT.
PROVIDE THREE INCHES (TWO INCHES COMPACTED DEPTH) OF COMPOST PER
12 INCHES OF SPECIFIED TOPSOIL DEPTH. MUSHROOM COMPOST, SLUDGE/
COMPOST BLEND, AND/OR AGED FIR BARK MULCH WILL SATISFY ORGANIC
REQUIREMENTS. COMPOST TO BE FROM NON-FARM ANIMAL SOURCES, NOR FROM
SOURCES CONTAINING REDWOOD/CEDAR PRODUCTS.
2. FERTILIZER
COMPLETE FERTILIZER WITH TRACE ELEMENTS, 8 PERCENT SULFUR, AND A MINIMUM
OF 50 PERCENT SLOW RELEASE NITROGEN. FERTILIZER TO BE "AGRO-DELUXE
NURSERY" 10-15-20 AT 50 POUNDS PER 1 0 YARDS OF ORGANIC COMPOST, OR
COMPARABLE NITROGEN EQUIVALENT.
D) PLANTING BACKFILL
ON-SITE TOPSOIL (EXCAVATED PIT SPOILS) AS FIELD PREPARED FOR PLANTING/LAWN.
E) TOPSOIL PREPARATION
AS A MINIMUM, ALL LANDSCAPE AREAS TO HAVE 12 INCHES MINIMUM OF TOPSOIL PER
A) AND/OR B), ABOVE. CONTRACTOR TO ADJUST GRADES AND SUPPLY TOPSOIL AS
NECESSARY TO ASSURE THE MINIMUM DEPTH. CONTRACTOR TO FORM BERMS TO
THE HEIGHT AND EXTENT NOTED HERE, AND SHOWN ON THE PLANS. AMENDMENTS TO
BE EVENLY BLENDED THROUGHOUT THE TOP 6-INCHES. TOPSOIL TO BE WORKED
INTO SUB-BASE/SUBSOIL FOR ROUGH TRANSITION. SOIL DEPTH SPECIFIED IS FINISHED,
COMPACTED DEPTH.
PARKING PLANTER ISLANDS TO BE OVER EXCAVATED BY BACKHOE. REMOVE PAVING
WASTE, GRAVEL BASE AND UNDERLYING SUBSOIL TO 18" BELOW TOP OF PAVING.
SCARIFY AND OVER EXCAVATE PIT BOTIOM 12" TO MINIMIZE STRUCTURAL COMPACTION.
BARK MULCH (TOPDRESSING):
ONE-QUARTER-INCH (1/4") SIZE, TO ONE-HALF-INCH (1/2"), I.E., "FINE," HEMLOCK/FIR BARK.
STAKES:
2-INCH DIAMETER BY 1 0-FOOT MINIMUM LODGEPOLE PINE STAKES.
GUY MATERIAL:
1-INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8" DIAMETER RUBBER. NO WIRE .
LAWN:
COMMERCIAL SOD. SOD TO INCLUDE BLUEGRASS FOR BINDER. SOD WITH MANMADE BINDER IS NOT
ACCEPTABLE.
HERBICIDE:
HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION.
ANTI-DESICCANT:
"WILT-PROOF," 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER.
THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO SITE
TO BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION:
EXECUTION:
FINISH GRADES:
FINE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER TWO INCHES (2") DIAMETER
FROM TOP THREE INCHES (3") OF PREPARED PLANTING BED. ALL FINISH GRADES TO BE
SMOOTH EVEN GRADES, LIGHTLY COMPACTED. AS SHOWN ON THE PLAN AND DETAILED. SITE
CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS.
TREES:
ARRANGE TREES ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND
STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES AND SUPPORTS TO STAND
VERTICAL. TREES TO BE PLACED AS SHOWN ON THE PLANTING PLAN, LOCATED AS DETAILED
AND AS CALLED OUT ON PLANT LIST. BACKFILL SHALL BE PIT SPOILS. SETILE BACKFILL USING
WATER ONLY. NO MECHANICAL COMPACTION.
SHRUBS:
INSTALL SHRUBS AS SPECIFIED FOR TREES.
GROUNDCOVER:
EXCAVATE PITS TO A MINIMUM OF THREE INCHES (3") 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 TWO INCHES (2") TO THREE INCHES (3") 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, RESETIING PLANTS TO PROPER GRADES
OR POSITION, RE-ESTABLISHING SETILED 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 & PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT
SHALL BE REPLACED OR CORRECTED. PLANT 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.
CALL BEFORE YOU DIG=
1-800-424-5555
3 RELOCATE BUFFER FENCE LOCAllON
2 REVISED PER CITY REVIEW
NO. REVISION
AMS
MDY
BY
(2) LODGEPOLE STAKES; TIE AT APPROX. 1 /3 TO
1/2 HEIGHT OF TREE WITH FLEXIBLE RUBBER TIE
IN FIGURE EIGHT PATIERN. STAKES AND TREE
PLUMB
3" DEEP SAUCER FOR WATER
2" DEEP MULCH LAYER
REMOVE ALL TIES, WRAP & CONTAINERS. --
FREE PERIMETER ROOTS FROM NURSERY
BALL
EXCAVATE TREE PIT AT A MIN. OF 2 TIMES
DIA. OF ROOTBALL AT BALL CENTER,
TAPERING PIT GRADE TO FINISH GRADE
PIT SPOILS, NURSERY BALL WASTE BACKFILL
SET BALL ON UNDISTURBED SUBGRADE,
OR COMPACTED SOIL.
NOTE:
LIGHT FERTILIZER OVER PLANTING BED AFTER BACKFILL
ONLY; NO FERTILIZER IN PLANTING PIT.
WORK PERIMETER ROOTS FREE OF NURSERY BALL.
BALL & PIT TO BE COURSELY SCARIFIED.
EVERGREEN TREE PLANTING/STAKING DETAIL
NOT TO SCALE
PRUNE DAMAGED TWIGS AFTER PLANTING
PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED
NOTE:
KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES.
HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH
GRADE.
PROTECT TRUNK AND LIMBS FROM INJURY.
BACKFILL TO BE SETILED USING WATER ONLY -
NO MECHANICAL COMPACTION.
REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS
OF MATERIAL.
(2) LODGEPOLE STAKES, PLUMB WITH ELASTIC CHAIN-~
LOCK TYPE OR RUBBER GUYS TIED IN FIGURE EIGHT;
REMOVE AFTER ONE GROWING SEASON
PROTECTIVE WRAPPING DURING SHIPMENT TO SITE AND
INSTALLATION REMOVE AT COMPLETION OF PLANTING
LAWN PLANTING; PROVIDE 3'¢ "NO GRASS" TREE RING AND
3" DEEP "ULCH LAYER IN WELL. HOLD BACK FROM TRUNK
8" TO 1011 '
FINISH GRADE
PREPARE PLANTING BED PER SPEc'S; AT MIN., LOSSEN __ .,
AND MIX SOIL TO 18" OR DEPTH OF ROOTBALL AND 2
TIMES BALL DIA. SOIL TO 18" OR DEPTH OF ROOTBALL
AND 2 TIMES BALL DIA.
REMOVE ALL WRAP TIES AND CONTAINERS --------'
SCORE ROOTBALL AND WORK NURSERY SOIL
AWAY FROM PERIMETER ROOTS
SET BALL ON UNDISTURBED BASE OR COMPACTED
MOUND UNDER BALL
PENETRATION TO SUBBASE ( +) 24"
DECIDUOUS TREE PLANTING/STAKING DETAIL
NOT TO SCALE
NOTE:
----2" MULCH LAYER
____ FEATHER EXCESS
SOIL UNDER MULCH
1" MULCH AT CROWN
1 /2" ABOVE GRADE
1 " ABOVE GRADE
REMOVE CONTAINER AND WORK
ROOTS FREE OF SOIL.
BACKFILL TO BE SETILED USING WATER ONLY.
SEE PLANT LIST FOR PLANT SPACING.
LESS THAN 1 ClALLON CONTAINER
( PI.AN1ED BEFORE MULCH )
1 ClALLON CONTAINER and LAIIClER
( PI.AN1ED BEFORE MULCH )
GROUNDCOVER PLANTING DETAIL
NOT TO SCALE
SURI/EYED: SCAU:,
VERTICAL: NAVO 1968
z
::a
'iD
BCE HORIZONTAL, N/A HORIZONTAL.: NAO 188::1/1991
DESIGNED:
AMS VERllCAL: N//\
DRAWN:
10/23/12 WP MIK I ONE INCH
8/10/12 AMS CHECKED: AT FUU. SCALE AMS IF NOT ONE INCH
DATE APPR APPROVED: SCALE ACCORDINGLY
,-s
FINISH GRADE AT 2" MULCH LAYER
4: 1 SLOPE MAXIMUM
2% SLOPE MINIMUM
TOPSOIL AS SPECIFIED
CURB PER CIVIL
DRAWINGS (WALK FINISH GRADE AT
SIMILAR) 3: 1 SLOPE MAXIMUM
2% SLOPE MINIMUM
PREPARED SUBGRADE
1" MAX. 1" MAX.
CLEAR
. '
SIDEWALK
LAWN CONOITlON MULCH CONDITlON (CURB SIMILAR)
PLANTER SECTION DETAIL
NOT TO SCALE
TOPSOIL
2" MULCH LAYER
FINISH GRADE
LAWN
SHOVEL-CUT TRANSITION---------
PLANTING BED ADJACENT TO LAWN DETAIL
NOT T\) SCALE
~---2" MULCH LAYER
r-1" MAX. TOP OF CURB
/ TO TOP OF MULCH
•---CURB
...
4
MULCH AT CURB DETAIL
NOT TO SCALE
HOLD PLANTS FROM --
EDGE OF PLANTER
AS NOTED ON PLANT LIST · ~..,-4·
BED LINE EDGE ---
SPACING AS
CALLED OUT
ON PLAN/PLANT
LEGEND
STATE OF
WASHINGTON
REGISTERED./ CURB/WALK ~······ '\-.
HOLD PLANTS
FROM EDGE
OF PLANTER
AS NOTED ON
PLANT LEGEND
LANDSCAPE ' ~ ·· ECT
f1lj
NOTE:
THIS SPACING APPLIES TO
GROUNDCOVER AND FORMAL
SHRUB ROW PLACEMENT.
M. SEIDEL
Rll CA TE NO. 706
( ONLY WITH SIGNATURE)
EXPIRES: 12/15/12
PLANT MATERIAL SPACING DETAIL
NOT TO SCALE
CITY OF
RENTON
Planning/Building/Public Works Dept.
By: _________ Date: ___ _
ay, _________ oote: ___ _
ay, _________ Dat•----
din· , .. DATE: Ptannin ."n,u; 12/19/11
PLAT OF WINDSTONE DIVISION 5 9 Division 1-:a:aELOB=oo,c.-, -----l
ocr .11 1012
TRACT 'A" PARK-OPENSPACE ~~~PE
PLANTING NOTES AND DETAILl81£ .. W~lnl
PAGE:
DRAWING NO:
SHEET: OF:
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TRACT "A" PARK-OPEN SPACE LANDSCAPE IRRIGATION PLAN
20
/
/
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~---MOUNT CONTROLLER TO FENCE POST
INPUT: 117VAC +/-10%, 60 Hz.
OUTPUT: 26.5 VAC, 1.5 A.
COORDINATE LOCATION AND ELECTRICAL
CONNECTION WITH OWNER, GENERAL
AND ELECTRICAL CONTRACTORS PRIOR
TO THE START OF ANY WORK
INSTALL 1-1 /2" DIA PVC CONDUIT
FOR 24V ELECTRICAL WIRING FROM
CONTROLLER TO LANDSCAPE AREA
(?',,..,.50
~N
1/4" ,
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FOR
PLAT OF WINDSTONE DIVISION V
A PORTION OF THEE 1/2 OF THE SE 1/4 OF THE SE 1/4 OF SECTION 3, TOWNSHIP 23 N., RANGE 5 E., W.M.
\
KING COUNTY, WASHINGTON
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SURVEYED:
BCE
LANDSCAPE IRRIGATION LEGEND
DESCRIPTION
SPRINKLER HEADS:
TORO 570Z-4P/6P POP-UP FOR SPRAY HEADS; 4" POP ONLY IN LAWN. DESIGNED
FOR USE OF PCD'S (-PC) WITH 30-40 OPERATING PSI. USE STANDARD & 1-FOOT LESS RADIUS FOR UNDER 30 PSI.
MINIMUM SYSTEM OPERATING PSI OF 20. SIZE PRESSURE-COMPENSATING DEVICES (PCDs) PER CATALOG PERFORMANCE DATA.
MIN. SQ/TRIA RADIUS
SYMBOL NOZZLE PSI PRECIP. COVER
• ~ ~ ~ ~ ~ 5702-5 F, TQ, TT, H, T, Q -PC 30 0.35, 0.26, 0.23, 0.18, 0.12. 0.09 1.39/1.60 5'
FoT°o no Hebb 570Z-8 F, TQ, TT, H, T, Q -PC 30 0.85, 0.64, 0.59, 0.44, 0.29, 0.22 1.31/1.52 8'
® @ ® (8) (f) @ 5702-10 F, TQ, TT, H, T, Q -PC 30 1.33, 0.99, 0.89, 0.66, 0.44, 0.33 1.28/1.48 10'
• fr) ~ () t) ~ 5702-12 F, TQ, TT, H, T, Q -PC 30 1.92, 1.44, 1.28, 0.96, 0.64, 0.48 1.29/1.49 12·
[t> fr:o> CT}> [B> [t> [9> 5702-15 F, TQ, TT, H, T, Q -PC 30 3.0, 2.3, 2.0, 1.5, 1.0, 0.75 1.29/1.49 15'
=
•
b
<s>
TORO 252-06-04, 1" REMOTE CONTROL ANGLE VALVE, IN VALVE BOX, ONE VALVE PER BOX
TORO TWRS WIRELESS RAIN SENSOR
TORO TMC-212-02, 6 STATION AUTOMATIC CONTROLLER, COORDINATE LOCATION AND MOUNTING WITH
ELECTRICAL CONTRACTOR
P.O.C. ~
TORO 075-SLSC 3/ 4" QUICK COUPLING VALVE, PROVIDE 2 KEYS WITH HOSE SWIVELS, IN VALVE BOX
CARSON INDUSTRIES #1730 (TWO AT P.O.C.) GRADE LEVEL VAULT WITH BOLT LOCK LID
WILKINS 950 XLT -3/4" DOUBLE CHECK VALVES (STATE APPROVED); TEST AND CERTIFICATION BY LICENSED
BACKFLOW TESTER ·
HORIZONTAL:
,.... PLASTIC BALL VALVE (MATCH LINE SIZE) IN VALVE BOX
IRRIGATION MAINLINE -CLASS 200 PVC (18" CpVER); 1" SIZE MINIMUM
LATERAL -CLASS 200 PVC (12" COVER); Sl~E PER PLAN, 3/4" SIZE MINIMUM
SLEEVE -CLASS 160 (SDR-26) PVC; 24 • MINIMUM COVER AT VEHICLE CROSSINGS; TWICE THE SIZE OF INSERT
PIPE AND/OR WIRES
TYPICAL VALVE CALL-OUT
STATION NUMBER
__. GPM
SIZE
LAWN EDGE, COORDINATE WITH LANDSCAPE CONTRACTOR
LANDSCAPE GRADES, COORDINATE WITH LANDSCAPE CONTRACTOR
NOTE:
IRRIGATION SHOWN DIAGAMATICALLY FOR PLAN CLARITY. USE COMMON TRENCHES AND PLACE EQUIPMENT IN
LANDSCAPE; MANIFOLD GROUPED VALVES IN ADJACENT SHRUB AREAS WHERE FEASIBLE.
RECQMIENPEP FOR APPROYAL
By; ________ Date: ___ _
By: ________ Dote: ___ _
By: ________ Date ___ _
VERTICAL: NAVO 19';'1 HORIZONTM..: NAO 1983 1991
STATE OF
WASHINGTON
REGISTERED
LANDSCAPE AR IT CT ,,f /.
A ,,;,·A
,,,U • SEIDEL
CERTIFICATE NO. 706
(VALID ONLY WITH SIGNATURE)
EXPIRES: 12/15/12
1(1., . DA '
CITY OF DESIGNED: 1·=10•-o»
AMS VERTICAL: NA
p,~"' Of li't ~1,12/19/11 lqtJr · .. , """h PLAT OF WINDSTONE DIVISION 5 IJr/91] r.i,F\E;,,,;LDaoo=K,---l
It, 1'IJ@ "' 0 8 CALL BEFORE YOU DIG: 3 REI.OCAlE BUFFER FENCE LOCATION Der 3 . . r.a,-=oo=N0,---1
E-2 RE.VISED PER CITY REVIEW TRACT "A" PARK-OPEN SPACE LANDSChPE 11011
RENTON DRAWN: AMS 10 23/12 WP MIK
I ONE INCH I ~ L-----------------------L-_1-_a_o_o_-_4_2_4_-_ss_s_s ____ -1-_N_o.__._ _____ R_E_v1s_1o_N _____ --L,__--L,__--L.,_--L. __ __;,,;::____L,_ ___ --1... ____ _J._ __________ L_ _____ ___::_IRR~IGA.:_____ll.:_____O~N:_:P_:LAN:::__::__:__,_,---,-IHi/,'/t;,_''"l_C";:sll11L;;;w:rvJ:~/&:;J;:9,--:"'_' ;::.Ls:__'--r''...:..7-1
. ""'/j._
MOY B/10/12 AMS CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. AMS 1F NOT ONE INCH
BY DATE APPR APPRO\IED: SCAI.£ ACCORDINGLY
AS
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TRACT "A" PARK-OPEN SPACE LANDSCAPE IRRIGATION NOTES AND DETAILS
LANDSCAPE IRRIGATION NOTES
1. GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR TO COORDINATE:
2.
3.
4.
A. INSTALLATION OF 11 DV ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO
AUTOMATIC CONTROLLER, INCLUDING WIRE HOOK-UP INTO MOUNTED
CONTROLLER. IRRIGATION CONTRACTOR WILL MOUNT CONTROLLER PER DESIGN
AND COORDINATE WITH GENERAL CONTRACTOR.
B. INSTALLATION OF IRRIGATION/SERVICE METER AND STUB TO IRRIGATION POINT OF
CONNECTION, PER UTILITY PLAN(S).
PROVIDE STANDARD THREADED STUB-OUT WITH THREADED CAP ON DISCHARGE
SIDE OF METER. STUB-OUT TO BE INSTALLED APPROXIMATELY 18 INCHES BELOW
FINISH GRADE.
C. VERIFICATION OF STATIC WATER PRESSURE AT POINT-OF-CONNECTION (P.O.C.)
CONTRACTOR SHALL NOTIFY OWNER AND BARGHAUSEN CONSULTING ENGINEERS,
INC., OF ANY VARIATION IN STATIC PRESSURE OVER 5 PSI GREATER/LESS THAN
DESIGN PRESSURE.
D. INSTALLATION OF SLEEVING.
SYSTEM HAS BEEN DESIGNED FOR 50 GPM AT 85 PSI. STATIC PRESSURE BY WATER
DEPARTMENT TEST/CALCULATION 85 PSI.
ALL WORK PER LOCAL CODE. INSTALLATION PER MANUFACTURER'S WRITIEN SPECIFICATIONS.
ALL VALVES TO BE PLACED IN "CARSON" GRADE LEVEL BOXES WITH BOLT-LOCK LIDS (OR
APPROVED EQUIVALENT). SET BOXES 2 INCHES HIGHER THAN FINISH GRADE IN MULCH
AREAS AND FLUSH WITH FINISH GRADE IN LAWN AREAS. JUMBO BOX FOR CHECK VALVE,
1 O" ROUND BOX FOR GATE/QUICK COUPLER/WIRE SPLICES, AND 12" STANDARD FOR
CONTROL VALVES. PROVIDE BOX EXTENSIONS AS REQUIRED.
5. MAINLINE PIPE TO BE BURIED 18 INCHES AND LATERALS 12 INCHES BELOW FINISH GRADE.
NO ROCK OR DEBRIS TO BE BACKFILLED OVER PIPE.
6. HEAD AND LINE POSITIONING IS DIAGRAMMATIC ON PLAN. ADJUST IN FIELD AS NECESSARY
FOR ADEQUATE COVERAGE. VALVES TO BE POSITIONED ADJACENT TO PAVEMENT/CURBS,
IN SHRUB BEDS WHERE POSSIBLE.
7. PROVIDE OWNER WITH TWO (2) SETS "AS-BUILT" DRAWINGS AND (3) SETS OF OPERATOR'S
MANUALS UPON COMPLETION. INSTRUCT OWNER AS TO PROPER OPERATION AND
WINTERIZATION OF THE IRRIGATION SYSTEM.
8. FAMILIARIZE OWNERS FACILITY OPERATOR WITH IRRIGATION SYSTEM FUNCTION, CONTROLLER
PROGRAMMING, SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS.
9. SPRINKLERS ON RISERS WILL NOT BE ALLOWED UNLESS NOTED ON PLANS. .--, ,.-
••• ,,v.· -~ .... _
10. RADIUS REDUCTION TO BE MADE BY USE OF PRESSURE ADJUSTMENT, SCREENS, AND/OR
ALTERNATE NOZZLES. IN-NOZZLE ADJUSTMENT IS LIMITED TO 10 PERCENT FOR SPRAY
HEADS AND PER MANUFACTURER'S LIMITS FOR OTHER SPRINKLERS. SPRINKLER SPACING
NOT EXCEED 60% OF THE DIAMETER OF THE PUBLISHED DATA.
11. ALL CONTROL WIRE SPLICES TO BE MADE AT VALVE BOXES WITH WATER TIGHT ELECTRICAL
SPLICES, 3M, scon's LOCK SEAL TACK 3576-78, OR EQUIVALENT.
12. EACH VALVE BOX TO CONTAIN A MINIMUM OF TWO (2) SPARE ORANGE CONTROL WIRES
FOR JACKETED WIRE. ROUTE SPARE WIRES FROM THE CONTROLLER TO THE LAST
VALVE OF EACH MAINLINE BRANCH. COMMON WIRE TO BE WHITE. SINGLE STRAND
WIRE TO BE A MINIMUM OF 14 GAUGE.
13. ALL ELECTRICAL EQUIPMENT TO BE U.L. TESTED AND APPROVED, AND BEAR THE U.L.
LABEL.
14. CROSS CONNECTION PROTECTION INSPECTION REQUIRED. THE BACKFLOW DEVICE TO BE
TESTED UPON THE ORIGINAL INSTALLATION. THE TESTING TO BE PERFORMED BY A PERSON
HOLDING A CURRENT CERTIFICATE AS A BACKFLOW TESTER. THE TEST REPORT TO BE
SUBMITIED TO THE LOCAL WATER DISTRICT, OR PURVEYOR, AND OWNER WITH A COPY TO
BARGHAUSEN CONSULTING ENGINEERS, INC. CONTRACTOR TO INCLUDE TESTING IN THE
SCOPE OF WORK. OWNER IS RESPONSIBLE FOR ANNUAL INSPECTIONS AFTER THE INTIAL
INSPECTION.
15. CONTRACTOR TO PROVIDE SYSTEM WINTERIZATION/SPRING SERVICE WHEN INSTALLATION
HAS BEEN COMPLETED WITHIN 90 DAYS OF NOVEMBER 1 FOR WINTERIZATION, OR
MAY 15 FOR SPRING SERVICE. SERVICE TO BE PERFORMED AS NEAR AS PRACTICAL
TO THE ABOVE DATES, OR AS FREEZE/PRECIPITATION CONDITIONS DETERMINE SERVICE
NEED.
16. IRRIGATION SCHEDULING:
THE IRRIGATION CONTROLLER CONTAINS A WATER BUDGET FEATURE. PERIODIC
(WEEKLY) ADJUSTMENT OF THE WATER SCHEDULE IS INTENDED TO BE MADE VIA
BUDGET ADJUSTMENT. RE-ADJUST WATERING DAYS AT 100 PERCENT BUDGET WHEN
ADJUSTMENT EXCEEDS 30%. SET CONTROLLER FOR HIGHEST .ETo WATER SCHEDULE,
BASED ON PUBLISHED LOCAL EVAPOTRANSPIRATION DATA. SYSTEM HAS BEEN DESIGNED
FOR 50 TO 80 PERCENT DISTRIBUTION UNIFORMITY. LAWN ZONES SHOULD BE SCHEDULED
FOR 100 PERCENT REPLACEMENT FACTOR ON A TYPICAL MINIMUM 3-DAY CYCLE. SHRUB
ZONES SHOULD BE PROGRAMMED AT 40 TO 70 PERCENT OF THE MONTHLY LAWN WATER
REQUIREMENT ON A ONCE PER WEEK CYCLE. ALL WATERING IN EXCESS OF THE LOCAL
ETo ("FIELD RECHARGE") TO BE COMPLETED DURING THE CONSTRUCTION PHASE WHILE
THE CONTRACTOR IS ON THE JOB SITE. OVER WATERING OF LANDSCAPE DUE TO
CONTROLLER SCHEDULING TO BE GROUNDS FOR CONTRACTOR TO REPAIR ANY RESULTANT
DAMAGES AT CONTRACTOR'S OWN EXPENSE.
17. SUBSTITUTION OF IRRIGATION MATERIAL/EQUIPMENT TO BE MADE ONLY UPON WRITIEN
APPROVAL OF OWNER'S REPRESENTATIVE.
18. ALL ZONES TO PASS A MINIMUM DISTRIBUTION UNIFORMITY OF 62 PERCENT, AS
TESTED THROUGH AN IRRIGATION ASSOCIATION CERTIFIED WATER AUDIT.
FOR
PLAT OF WINDSTONE DIVISION V
A PORTION OF THEE 1/2 OF THE SE 1/4 OF THE SE 1/4 OF SECTION 3, TOWNSHIP 23 N., RANGE 5 E., W.M.
KING COUNTY, WASHINGTON
1 C.U. FT. 7 /8" GRAVEL
SUMP
MARLEX ELL (TYP.)
SCH 80 P.V.C. NIPPLE
QUICK COUPLING VALVE
NOT TO SCALE
NOTE:
6"
'Q
-~--cq
MOUNT ON WEATHER EXPOSED WALL 8' ABOVE GRADE.
RAIN SENSOR DETAIL (WALL MOUNT)
NOT TO SCALE
3 RELOCATE BUFFER FENCE LOCATION
2 REVISED PER CllY REVIEW
/
w z
::J z
~
-----JUMBO VALVE BOX
WITH LOCKING LID
-----PVC SCH 80 UNION
T x S COUPLING: 211----H-------+++----. CONTRACTOR TO PROVIDE
THREADED FITIING AND
CAP ON DISCHARGE SIDE
OF MEETING
0
~
Cl
°' 0::
PVC SCH 80 UNION _ __,
CHECK VALVE ASSEMBLY-~
PER DETAIL THIS SHEET
PVC SCH 80 UNION ----~
QUICK COUPLING VALVE----~
NOTE:
THE BACKFLOW DEVICE TO HAVE 6" MINIMUM
UNOBSTRUCTED CLEARANCE ON ALL SIDES
( PVC
\_METER STOP
IRRIGATION WATER
METER -PER
CITY STANDARDS
IPER CITY STOS. )
POINT OF CONNECTION (P.O.C.) DETAIL
NOT TO SCALE
'io -
6" OFFSET
SLEEVE CONDITION
SLEEVE(S)--~
,,__---+-----PVC LATERAL
PVC MAINLINE
VALVE WIRING ----"-./l'.Ui
ALT. WIRE SLEEVE----..
,,----PIPE BED MATERIAL
TO BE CLEAN AND
FREE OF ROCK
LARGER THAN 1/2" ·.:: .. :.'··. :·. ,·
PVC MAINLINE/LATERAL ---1.::::;.· ·_;:__.-.2<.::_· . ...::·:_:· .;:._:,:;__' ·J:: :_,.,__l_JL
NOTE:
DIMENSIONS ARE MINIMUM CLEARANCES.
ALL IRRIGATION SLEEVING TRENCH BACKFILL MATERIAL TO BE CLASS
"B" OR BETIER (MAX. OF 10% PASSING N0.40 SCREEN) AND BE
COMPACTED TO MIN. 95% OPTIMUM DENSITY PER ASTM 0-1557-70
(MODIFIED PROCTOR)
SLEEVE/TRENCHING DETAIL
NOT TO SCALE
6"/12" POP __ __,...
AT SHRUBS i--c::::::::::t-6" CLR. OF
OBSTRUCTION _ __....--1,:--......__
4" POP
AT LAWN
SPRINKLER
FLUSH AT LAWN
& FLUSH WITH
MULCH LINE
~-
MULCH CONDITION
FINISH GRADE
'----ADJUST ANGLE AT
SLOPE COVERAGE
CONDITIONS. 50% OF
SLOPE ANGLE (TYP)
SPRINKLER ··-----./ p--~~~~~~-...M.ARLEX
-------~!._, 90' ELBOW SCH 80 PVC
NIPPLE
LATERAL----------,1--c---,
NOTE:
MANUFACTURER'S LIMITS PREVAIL FOR
INSTALLATION AND ADJUSTMENTS.
---MARLEX
90' ELBOW
'---SCH 40 PVC
TEE SxSxT
(SIDE INLET ONLY)
PROVIDE SWING JOINT RISERS AT WALKS AND CURBS.
24" FLEXIBLE RISERS ACCEPTABLE ELSEWHERE.
POP-UP RISER ASSEMBLY
NOT TO SCALE
SURVEYED: SCA>.<,
BCE VERTICAL: NA.VD 1988
HORIZONTAL: N/A HORIZONTAL: NAO 1983/1991
DESIGNED:
AMS VERTICAL: N/A
DRAWN:
AMS 10/23/12 WP MIK
I ONE INCH
I MOY 8/10/12 AMS CHECl<EO: Kf f1.JU. SCALE
~------------FROM IRRIGATION WATER SERVICE
EQ EQ -------DOUBLE GRADE LEVEL JUMBLE BOX
SIZE TO PERMIT 12" MINIMUN CLEAR
FROM WALLS TO TEST COCKS;
BOLT LOCK LID
,-----+.Fn"'"'----DOUBLE CHECK VALVE (STATE APPROVED
ASSEMBLY) RESILIANT SEATED VALVES
AND TEST COCKS; INSTALL ASSEMBLY AS
SHOWN OR THE TEST COCKS IN HORIZONTAL
POSITION, PER LOCAL REQUIREMENTS.
PVC MAINLINE PE.R PLAN
'-1-1='-----PVC SCH 80 NIPPLE AND FEMALE
ADAPTER
'--11------PVC SCH 80 UNION -TYPICAL
'ff------PVC SCH 80 NIPPLE -TYPICAL
~,----BLOCK AS NECESSARY WITH BRICKS
AT BASE OF BOX
GRAVEL SUMP-7 /8" WASHED GRAVEL
NOTE:
INSPECTION OF COMPLETED ASSEMBLY ·
BY CERTIFIED TESTER REQUIRED.
CHECK VALVE ASSEMBLY
NOT TO SCALE
--------------PVC SCH 80 SxT 90' ELBOW
-----------WIRE WITH WATERPROOF
WIRE CONNECTOR -TYPICAL
r;===/-====:~t=-=====j!.!~w.J.J¥ili.lilii u_l
1-FINISIH GRADE
0~~~,-------\t~~...:....--SPEAR WIRE WITH WATERPROOF
WIRE CONNECTOR ON CUT END
\\-,o.,++-1-,.,.----VALVE BOX
WITH COVER
PVC LATERAL
TO SPRINKLERS
jo--'°"-eft:,---c-°'7"-e-4,;,~--c,,..-,::,'-,:''------PVC SCH 80 NIPPLE
AND FEMALE ADAPTOR
Vfrc\::::b,------PVC SCH 80 UNION
r,2~.......!.""-~~.l,,..L.'.:cl"n71"-----PVC SCH 80 NIPPLE
~-1----------REMOTE CONTROL VALVE;
SOOY CLEAR OF SUMP
1 C.F. 7 /8" GRAVEL SUMP
PVC MAINLINE
PVC SCH 80 NIPPLE
NOTE:
ONE VALVE PER BOX.
PROVIDE EXTRA COILS ( 18") OF EACH WIRE IN VALVE BOX.
COMPACT SOIL AROUND VALVE BOX.
USE TEFLON OR FLOWABLE SEALANT IN ALL THREADED FITIINGS, PER
MANUFACTURES SPEC'S.
REMOTE CONTROL VALVE ASSEMBLY
NOT TO SCALE
CITY OF
RENTON
By: _________ Date: ___ _
By: _________ Dale: ___ _
By. _________ Oate ___ _
STATE OF
WASHINGTON
. REGISTERED
LANDSCAPE A~~·4 tie1f
-A-07 / ,/, /
ARTHUR M. SEIDEL
CERTIFICATE NO. 706
(VALID ONLY WITH SIGNATURE)
EXPIRES: 12/15 /12
P1a;n;;;· , ' ';o, i"12/19/11
PLAT OF WINDSTONE DIVISION 5 YD,v,sior, ~a,=LD,=oo~,, ----1
ocr . '"'' 3 1 20/j ""o=RAwi=No~,=,,---<
()
z
CD
0
'"')
w CALL BEFORE YOU DIG:
1-800-424-5555
NO. REVISION BY DATE APPR APPROI/ED:
AMS IF NOT ONE INCH
SCALE ACCORDINGLY
Af?,
TRACT "A" PARK-OPEN SPACE ~~APE
IRRIGATION NOTES AND DETAltS°;;ff~fg_:?ffi) SHEET, L7 o,, 7 l-;:,:=c---=----1 0 Planning/Building/Public Works Dept.
aj
WINDS TONE DIVISION 5
BEING A PORTION OF THE SE1/ 4 OF THE SE1/ 4 OF
SHEET 1 OF 3
LUA-12-090-FP
LND-10·0497
SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN
CITY OF RENTON, KING COUNTY, WASHINGTON NE CORNER
FOUND STONE MONUMENT
COR #2097 (FEB. 2006 .
.
" o:i
<O
I \CENTER SECTION 3
POSITION CALCULATED
"' N
!-i,;fc----
~ \
"" " 0 z
Vicinity Map
4,-
<i'"
0'0
1J22.79'
___ S~'49'07"E 1322.55' ---_\ -----------';f---'---S87 49'07"E 661.27'
---<:.
BMP NOTES:
1. SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED
ON LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT FLOW CONTROL
BEST MANAGEMENT PRACTICES (BMPS) AS SPECIFIED IN THE APPROVED
CONSTRUCTION DRAWING NO. C7 ON FILE WITH THE CITY OF RENTON AND
LISTED IN THE TABLE BELOW:
LOT NUMBER
LOTS 1-7
LOTS 8-11
BMP TYPE
LIMITED INFILTRATION FOR 700 S.F.
OF ROOF AREA AND PERFORATED
PIPE CONNECTION
BASIC DISPERSION PER DETAIL
ON SHEET C5 OF THE APPROVED
CONSTRUCTION DRAWING
2. COMPLIANCE WITH THE BMP REQUIREMENT MUST BE ADDRESSED IN
THE SINGLE FAMILY RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN
AN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING
PERMIT FOR THE LOT.
3. ALL INDIVIDUAL LOT CONNECTIONS TO THE DOWNSTREAM DRAINAGE
SYSTEM SHALL BE VIA A PERFORATED PIPE CONNECTION.
4. ALL INDIVIDUAL FLOW CONTROL BMPS SHALL BE PRIVATELY OWNED,
MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT OWNER.
NOTE: FLOW CONTROL BMP'S THAT ARE LIMITED INFILTRATION SHALL BE
PER DETAIL ON SHEET C9 OF THE APPROVED CONSTRUCTION DRAWING.
Scale: N.T.S.
SE 105TH ST
SITE
SE 112TH ST
SE 119TH ST
I
I
I
I
i-------
1
I
i-------
1
I i---
1
I I
,------j
I
I
I
I
I
I
~__L...::-1 ==
1322.79'
& JAN. 201J) I
;<.
"' --... ~~ .... 0 c;
<II
3
..\
El/4 CORNER SECTION 3i" \
FOUND STDNE MONUMENT
(FEB. 2006)
f"-,1-\
"' "' o:i
<O
N
I I I I -;,.
L_1_1_1_J ~
I I I ~
-,--'--'----,1::----:s::::1:~. -:--.i__J_~ ~
8749 07"E 410.03' -i" N
+ -
400
LEGEND
N
"' o:i w
N
"' " ~
q I 2 ~ SE CORNER SECTION 3 -
FOUND 3/4" BRASS PIN 10 11
W/PUNCH IN CONCRETE
COR /1845 (FEB. 2006)
FOUND SECTION CORNER AS NOTED
FOUND QUARTER CORNER AS NOTED
2
SCALE: 1" = 200'
SE 116TH ST
CONFORMED COPY
20130611000790
CITY OF RENTON PLAT
PAGE-001 OF 003
06/11/2013 09:41
138.00
LAND SURVEYOR'S CERTIFICATE
I HEREBY CERTIFY THAT THIS PLAT OF WINDSTONE DIVISION 5 IS
BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 3,
TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., THAT THE COURSES
AND DISTANCES ARE SHOWN CORREr.TLY THEREON; THAT THE
MONUMENTS WILL BE SET AND THE LOT AND BLOCK CORNERS STAKED
CORRECTLY ON THE GROUND AND THAT I HAVE FULLY COMPLIED
JOB NO. 12365
Barghausen
Consulting Engineers.Inc.
Civil Engineering, Land Planning, Surveying, Environmental Services
18215 72nd Avenue South Kent. WA. 98032
Telephone: ( 425) 251-6222 Fax: ( 425) 251-8782
i
MANAGER SUPERINTENDENT OF RECORDS
WITH T?,E P Vl~ONS .\)fj· . T. H .. E PLATTING REGULATIONS. • ij !! .__...-: J ,._.--!" I/
;:J ci:.Z.. . 5/6/2013
TREVOR S. LANKJRE[ PLS NO. 45789
PORT. SE1/4 OF SE1/4, SEC. 3, T23N·R5E, W.M. '
SHEET 1 OF 3
WINDS TONE DIVISION 5 SHEET 2 OF 3
LUA-12-090-FP
LND-10-0497
BEING A PORTION OF THE SE1/ 4 OF THE SE1/ 4 OF
SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN
LEGAL DESCRIPTION
PARCEL A:
CITY OF RENT10N, KING COUNTY, WASHINGTON
THAT PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION
NORTH. RANGE 5 EAST, WILLAMETTE MERIDLAN, IN KING COUNli', WASHINGTON, DESCRIBED AS FOLLOWS:
3, TOWNSHIP 23
BEGINNING AT THE NORTHWEST CORNER OF SAID SUBDIVISION;
THENCE SOUTH 1'24'56" WEST ALONG THE WEST LINE THEREOF 300.00 FEET;
THENCE SOUTH 87'49'08" EAST PARALLEL WITH THE NORTH LINE OF SAID SUBDIVISION 80.00 FEET TO POINT "A" FOR
REFERENCE PURPOSES;
THENCE SOUTH 63'09'00" EAST 102.38 FEET;
THENCE SOUTH 14'17'00" EAST 190 FEET, MORE OR LESS, TO THE NORTHWESTERLY MARGIN OF THE SUNSET HIGHWAY;
THENCE SOUTHWESTERLY ALONG SAID NORTHWESTERLY MARGIN 75.00 FEET;
THENCE NORTH 14' 17'00" WEST 124.00 FEET, TO THE TRUE POINT OF BEGINNING;
THENCE SOUTHWESTERLY PARALLEL WITH THE NORTHWESTERLY MARGIN OF SAID SUNSET HIGHWAY TO A POINT WHICH BEARS
SOUTH 1'24'56" WEST FROM FORESAID POINT "A";
THENCE NORTH 1'24'56" EAST TO SAID POINT "A";
THENCE SOUTH 63'09'00" EAST 102.38 FEET;
THENCE SOUTH 14' 17'00" EAST TO AN INTERSECTION WITH A LINE EXTENDING NORTHEASTERLY PARALLEL TO THE
NORTHWESTERLY MARGIN OF SUNSET HIGHWAY FROM THE TRUE POINT OF BEGINNING;
THENCE SOUTHWESTERLY, ALONG SAID PARALLEL LINE TO THE TRUE POINT OF BEGINNING.
ALSO BEGINNING AT THE ABOVE DESCRIBED TRUE POINT OF BEGINNING;
THENCE SOUTH 14'17'00" EAST 124.00 FEET TO THE NORTHWESTERLY MARGIN OF SUNSET HIGHWAY;
THENCE NORTHEASTERLY ALONG SAID MARGIN TO AN INTERSECTION WITH A LINE PARALLEL TO AND 15 FEET EAST OF THE LAST
DESCRIBED COURSE;
THENCE NORTH 14' 17'00" WEST ALONG SAID PARALLEL LINE TO THE SOUTHERLY LINE OF THE FIRST ABOVE DESCRIBED i'RACT;
THENCE WESTERLY ALONG SAID SOUTHERLY LINE TO THE POINT OF BEGINNING.
PARCEL B:
THAT PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 3, TOWNSHIP 23
NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNli', WASHINGTON, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF SAID SUBDIVISION;
THENCE SOUTH 87' 49'08" EAST ALONG THE NORTH LINE OF SAID SUBDIVISION 251.24 FEET TO THE TRUE POINT OF
BEGINNING;
THENCE NORTH 87'49'08" WEST 251.24 FEET;
THENCE SOUTH 01'24'56" WEST ALONG THE WEST LINE OF SAID SUBDIVISION 300 FEET;
THENCE SOUTH 87' 49'08" EAST 80 FEET;
THENCE SOUTH 63'09'00" EAST 102.38 FEET;
THENCE SOUTH 14'17'oo· EAST 190 FEET, MORE OR LESS, TO THE NORTHWESTERLY MARGIN OF SUNSET HIGHWAY;
THENCE NORTHEASTERLY ALONG SAID HIGHW/..Y 195 FEET, MORE OR LESS, TO A POJNT BEARlt-.JG SOiJ'~rl '10'30'0\/' EAST FROM
THE TRUE POINT OF BEGINNING;
THENCE NORTH 16' 30'00" WEST 433 FEET, MORE OR LESS, TO THE TRUE POINT OF BEGINNING,
DEDICATION
KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SUBDIVIDED,
HEREBY DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SUBDIVISION MADE HEREBY, AND DO HEREBY
DEDICATE TO THE USE OF THE PUBLIC FOREVER All STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE
THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES,
AND ALSO THE RIGHT TO MAKE All NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS AND TRACTS SHOWN HEREON IN
THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC
All THE EASEMENTS AND TRACTS SHOWN ON THIS PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT
NOT LIMITED TO PARKS, OPEN SPACE, PEDESTRIAN ACCESS, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE
SPECIFICALLY IDENTIFIED ON THIS PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTlli' OTHER THAN THE PUBLIC,
IN WHICH CASE WE DO HEREBY DEDICATE AND CONVEY SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTlli'
IDENTIFIED AND FOR THE PURPOSE STATED.
IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS:
KEISD~OPMENT' CORP,/,,A WASHINGTON CORPORATION
li'f: K..,,,, ..... 1o,., 1/t"
~clN~LrocMENTS
STATE OF WASHINGTON
COUNJ'i OF f\~ I ss.
I// \.fRTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT
r,.r:t:.f.a_ I ~C_____ IS THE PERSON WHO APPEARED BEFORE ME, ANO
SAID PERSON ActJi;;wLEDGED THAT (Z)HE SIGNED THIS INSTRUMENT, oN oArH STATED ------------..
())),HE WAS AUf~ORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE
Y...a.:Jtde JI\,'!:. OF KBS DEVELOPMENT CORP. TO BE THE FREE AND VOLUNTARY
ACT OF SUCH PARli' FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT.
DATED THIS i£1tt,. DAY OF ___ __mT' 2013.
IA htno)__ '-1'!7. Cb4uz,417&
~~~~~~GP~~Ll?~,,:~oR ~~ s~~oF~~ GTON
PRINTED NAME~ Q:J__~ _, 17,0()
COMMISSION EXPIRES=~ • I Of
STATE OF WASHINGTON
COUNli' OF-K ~ l ss.
I ,/ CERTIFY THAT I • KNOW OR HAVE SATISFACTORY EVIDENCE THAT ..f':i-~~,-i/.t IS THE PERSON WHO APPEARED BEFORE ME, AND
SAIDPERSON ACKNO rn THAT (S)HE SIGNED THIS INSTRUMENT. ON OATH STATED
(S.:)ljE WA), A ... UTHOR. IZED / T.O EXECUT.E THE INSTRUMEN.T AND ACKNOWLEDGED IT AS THE
-~:JIJ.CL..f:lt.t. Wo;'(:TOC Wt-SHlNGIO_N,l:EDERAL SAVINGS AND. LOAN ASSOCIATION TO BE
THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES
MENTIONED IN THE INSTRUMENT.
DATED THIS ?K DAY OF -----~ 2013.
ll4-zai. 7YJ. Uuc0 4 &.
EASEMENTS AND RESERVATIONS
-~...,_,_,.,.._..,:;;..:.,;.•~-,!.~-..... I DEBORAH M ANO[P.:,ON
· NOTARY PL!SLIC
STATE Of WASHINGTON
COMMISSION EXPIRES
\ JUNE 10. 2016
=
DEBORAH M AMDERSON
NOTARY PUBLIC
STATE OF WASHINGTON
COMMISSION EXPIRES
JUNE 10. 2016
AN EASEMENT IS HEREBY RESERVED FDR AND GRANTED TO PUGET SOUND ENERGY, ANY TELEPHONE COMPANY, ANY CABLE
COMPANY, KING COUNTY WATER DISTRICT 90 AND THE CITY OF RENTON AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS,
UNDER AND UPON THE EXTERIOR 10 FEET. PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF All LOTS, TRACTS AND
PARCELS IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND CONDUITS, MAINS, CABLES
AND WIRES WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER
PROPERli' WITH ELECTRIC, TELEPHONE, TV, WATER, SEWER, PUBLIC AND PRIVATE STORM DRAINAGE, ANO GAS SERVICE,
TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSE HEREIN STATED. NO LINES OR WIRES
FOR THE TRANSMISSION OF ELECTRIC CURRENT, TELEPHONE OR CABLE TV SHALL BE PLACED OR BE PERMITTED TO BE PLACED
UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT ATTACHED TO A BUILDING.
RESTRICTIONS FOR CRITICAL AREA TRACTS AND CRITICAL AREAS AND BUFFERS
DEDICATION OF A CRITICAL AREA TRACT/SENSITIVE AREA AND BUFFER CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE
LAND WITHIN THE TRACT/CRITICAL AREA AND BUFFER. THIS INTEREST INCLUDES THE PRESERVATION OF NATIVE VEGETATION FOR
ALL PURPOSES THAT BENEFIT THE PUBLIC HEALTH, SAFETY AND WELFARE, INCLUDING CONTROL OF SURFACE WATER AND
EROSION, MAINTENANCE OF SLOPE STABILITY, AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE CRITICAL AREA
TRACT/CRITICAL AREA AND BUFFER IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE LAND SUBJECT
TO THE TRACT /CRITICAL AREA AND BUFFER THE OBLIGATION, ENFORCEABLE ON BEHALF OF THE PUBLIC BY THE Clli' OF
RENTON, TO LEAVE UNDISTURBED All TREES AND OTHER VEGETATION WITHIN THE TRACT/CRITICAL AREA AND BUFFER. THE
VEGETAflON WITHIN THE TRACT/CRITICAL AREA AND BUFFER MAY NOT BE CUT, PRUNED, COVERED BY Fill, REMOVED OR
DAMAGED WITHOUT APPROVAL IN WRITING FROM THE CITY OF RENTON DEVELOPMENT SERVICES DIVISION OR ITS SUCCESSOR
AGENCY, UNLESS OTHERWISE PROVIDED BY LAW.
THE COMMON BOUNDARY BETWEEN THE TRACT/CRITICAL AREA AND BUFFER AND THE AREA OF DEVELOPMENT ACTIVITY MUST BE
MARKED OR OTHERWISE FLAGGED TO THE SATISFACTION OF CITY OF RENTON DEVELOPMENT SERVICES DIVISION PRIOR TO ANY
CLEARING, GRADING, BUILDING CONSTRUCTION OR OTHER DEVELOPMENT ACTIVITY ON A LOT SUBJECT TO THE CRITICAL AREA
TRACT/CRITICAL AREA AND BUFFER. THE REQUIRED MARKING OR FLAGGING SHALL REMAIN IN PLACE UlfflL All DEVELOPMENT
PROPOSAL ACTIVITIES IN THE VICINrTi' OF THE SENSITIVE AREA ARE COMPLETED.
NO BUILDING FOUNDATIONS ARE ALLOWED BEYOND THE REQUIRED 15-FOOT BUILDING SETBACK AREA, UNLESS OTHERWISE
PROVIDED BY LAW.
CITY OF RENTON APPROVALS
CITY OF RENTON PUBLIC WORKS D•PARTMENT .J
EXAMINED AND APPROVED THIS..2LDAY OF M A ~
PUBLIC~~~~ST~/)1//J/ef/t(c(/\,.
2013.
CITY OF RENTON MAYOR t -f-L ..-r. r
EXAMINED AND APPROVED THI ~ DAY OF -<Lv.+fl!:. , 2013.
MAYOR
CITY CLERK (I,
EXAMINED AND APPROVED TH1sLoAY OF __ :::n~,u..,~c:-,,~-2013.
CITY CLERK
CITY OF RENTON FINANCE DIRECTOR
I HEREBY CERTIFY THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS AND All SPECIAL ASSESSMENTS CERTIFIED TO THE Clli'
TREASURER FOR COLLECTION ON ANY PROPERli' HEREIN CONTAINED DEDICATED FOR STREETS, ALLEYS OR OTHER PUBLIC USE
ARE PAID IN FULL. " #; \
EXAMINED AND APPROVED THIS Z:7,. DAY OF 1/,.!.U(/
FINANCE ADMINISTRATOR
KING COUNTY APPROVALS
KING COUITTY DEPARTMENT OF
EXAMINED AND APPROVED THIS-=':-J.1/!"J...;
u
2013.
Lt.to~ __ -·~ ,:;~::,,~~,i~;·;::~i~~\\·ii.
KING COUITTY ASSESSOR · -.. • '·, ·• . ·) 1
ACCOUNT NUMBERS: 032305-9070 ., <',: . .'>.,1; ','·'':\ \
_-.,J,0;?'7~ ",, ·:;.. }!)
KING COUITTY FINANCE DIVISION CERTIFICATE i/i•i!'i''· 7 · ;
1 HEREBY CERTIFY THAT All PROPERli' TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL SE$1iMEiTs CERTJFJ):D TO
THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THIS;•Off;ICE F Ql;,.s,~ON ON:,,-A~Y OF
THE P~llffill.TY HERE70NTAINED, DEDICATED AS STREETS, ALLEYS OR FOR ANY OTHER ~ua~_1_c_. us ' "lil!Jlli, IN FU. LL}
TH. IS~ OF ~l,\i,\f... 2013. 4~ l,,'.'.L ·., . . ·ii,,.'''"-" · ·)' f
5<At1-~Ur.-\ d?J;.~ tJat::-1111~::~.ti:4:s':~;~, .. ~,:'.I~/
MANAGER, KING COUNli' FINANCE DIVISION IJEP\fli' "(7" ,1,;,·;:,·,,~·,,~-;;-
PLAT NOTES
1. THE ARTICLES OF INCORPORATION FOR THE WINDSTONE HOMEOWNERS ASSOCLATION IS ON FILE WITH THE STATE OF
WASHINGTON IN OLYMPIA. .
2. TRACT "A" IS A PARK TRACT AND IS HEREBY CONVEYED TO THE HOMEOWNERS ASSOCIATION IDENTIFIED IN NOTE 1, ABOVE,
FOR OWNERSHIP AND MAINTENANCE PURPOSES.
3. TRACT "B" IS A STREAM & BUFFER (CRITICAL AREA) TRACT AND IS HEREBY CONVEYED TO THE HOMEOWNERS ASSOCIATION
IDENTIFIED IN NOTE 1, ABOVE, FOR OWNERSHIP AND MAINTENANCE PURPOSES.
4. TRACT "c" IS AN ACCESS TRACT AND IS HEREBY CONVEYED TO THE HOMEOWNERS ASSOCIATION IDENTIFIED IN NOTE 1,
ABOVE, FOR OWNERSHIP AND MAINTENANCE PURPOSES.
5. ALL WATERUNE EASEMENTS (WLE) ARE HEREBY CONVEYED TO KING COUNTY WATER DISTRICT 90 FOR THE PURPOSE OF
SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH WATER SERVICE. ALSO SEE "EASEMENTS AND RESERVATIONS", AT LEFT.
6. ALL SANITARY SEWER EASEMENTS (SSE) ARE HEREBY CONVEYED TO THE CITY OF RENTON FOR THE PURPOSE OF SERVING
THIS SUBDIVISION AND OTHER PROPERl'i WITH SEWER SERVICE. ALSO SEE "EASEMENTS AND RESERVATIONS", AT LEFT.
7. All l/TILlli' EASEMENTS (UE) ARE HEREBY RESERVED EQUALLY TO All UTILITIES, BOTH PUBLIC AND PRIVATE, FOR
OWNERSHIP AND MAINTENANCE PURPOSES. ALSO SEE "EASEMENTS AND RESERVATIONS", AT LEFT.
8. ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND
DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION
DRAWINGS #364901 ON FILE WITH THE Clli' OF RENTON. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY
BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING
INSPECTION APPROVAL. FOR THOSE LOTS THAT ARE DESIGNATED FOR INDIVIDUAL LOT INFILTRATION SYSTEMS, THE SYSTEMS
SHALL BE CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT AND SHALL COMPLY WITH PLANS ON FILE.
9. THE APPLICANT OR SUBSEQUENT OWNER SHALL COMPLY WITH THE APPLICABLE Cll'i OF RENTON TRAFFIC MITIGATION FEE
SCHEDULE OR APPLICABLE IMPACT FEE SCHEDULE IN PLACE AT TIME OF FEE PAYMENT. THE APPLICANT SHALL PAY THE
MITIGATION OR IMPACT FEE AT THE TIME OF BUILDING PERMIT ISSUANCE. THE FEE PAID SHALL BE THE AMOUNT IN EFFECT AS
OF THE DATE OF BUILDING PERMIT APPLICATION.
10. LOTS WITHIN THIS SUBDIVISION ARE SUBJECT TO RENTON MUNICIPAL CODE 4-1-160, WHICH IMPOSES IMPACT FEES TO
FUND SCHOOL SYSTEM IMPROVEMENTS NEEDED TO SERVE NEW DEVELOPMENT. AS A CONDITION OF FINAL APPROVAL, 507. OF
THE IMPACT FEES DUE FOR THE PLAT SHALL BE ASSESSED AND COLLECTED IMMEDIATELY PRIOR TO THE RECORDING, USING
THE FEE SCHEDULES IN EFFECT WHEN THE PLAT RECEIVES FINAL APPROVAL. THE BALANCE OF THE ASSESSED FEE SHALL BE
ALLOCATED EVENLY TO THE DWELLING UNITS IN THE PLAT AND SHALL BE COLLECTED PRIOR TO THE BUILDING PERMIT
ISSUANCE.
11. EACH LOT OWNER SHALL MAINTAIN TREES LOCATED ON THE OWNER'S LOT AND THOSE TREES WITHIN THE STREET
RIGHT-OF-WAY ABUTTING THE OWNER'S LOT, UNLESS THE CITY OF RENTON HAS ADOPTED A MAINTENANCE PROGRAM. TREES
SHOWN TO BE RETAINED SHALL BE MAINTAINED BY THE FUTURE OWNERS OF THE PROPOSED LOTS.
12. THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO OR FROM SE RENTON-ISSAQUAH ROAD (SR 900) FROM THOSE LOTS
WHICH ABLIT IT.
13. PROPERTY WITHIN THIS PLAT IS SUBJECT TO NINTH AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS FOR THE
PLAT OF STONE RIDGE (A.K.A WINOSTONE), RECORDED UNDER RECORDING NUMBER 2012-~l.l000."1'i l
14. SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE LOTS CREATED BY THIS SUBDIVISION MUST
IMPLEMENT THE FLOW CONTROL BEST MANAGEMENT PRACTICES STIPULATED IN THE APPROVED DRAINAGE STUDY AND PLANS NO.
R-364901 ON FILE WITH THE Clli' OF RENTON AND AS LISTED IN THE TABLE ON SAID PLANS, AS WELL AS ANY DECLARATION
OF COVENANTS AND GRANTS OF EASEMENT RECORDED HEREON. THE OWNER(S) OF SAID PRIVATE PROPERli' SHALL RETAIN,
• UPHOLD, PROTECT THE STORMWATER MANAGEMENT DEVICES, FEATURES, PATHWAYS, LIMITS, AND RESTRICTIONS. KNOWN AS FLOW
CONTROL BEST MANAGEMENT PRACTICES("BMPS"), CONTAINED ON SAID PRIVATE PROPERTY AND ARE HEREBY REQUIRED TO
OBTAIN ANY REQUIRED PERMITS OR PERMISSION FROM THE Clli' OF RENTON PRIOR TO FILLING, PIPING, CUTTING OR REMOVING
VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES
(SUCH AS RAIN GARDENS, ETC.) OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACIUTIES AND/OR
DESIGNATED FLOW PATHS CONTAINED WITHIN THE PRIVATE PROPERli'. THIS COVENANT SHALL RUN WITH THE LAND AND IS
BINDING UPON THE OWNER(S) OF SAID PRIVATE PROPERli', THEIR HEIRS, SUCCESSORS AND ASSIGNS.
TITLE NOTES:
CHICAGO TITLE INSURANCE COMPANY PLAT CER'TIFICATE, ORDER 1J51JOO, DATED SEPTEMBER 24, 2012.
1. EASEMENT AND THE TERMS AND CONDITIONS THEREOF TO PACIFIC TELEPHONE AND TELEGRAPH CO.
PURPOSE: THE RIGHT TO ERECT AND MAINTAIN POLES, WITH NECESSARY WIRES AND FEATURES "AS CONSTRUCTED"
RECORDED: SEPTEMBER 24, 1917 RECORDING NO. 1162865 (BLANKET)
2. RESERVATIONS AND EXCEPTIONS CONTAINED IN DEED FROM NORTHERN PACIFIC RAILROAD COMPANY, RESERVING AND
EXCEPTING FROM SAID LANDS SO MUCH OR SUCH PORTIONS THEREOF AS ARE OR MAY BE MINERAL LANDS OR CONTAIN COAL
OR IRON, AND ALSO THE USE ANO THE RIGHT AND TITLE TO THE USE OF SUCH SURFACE GROUND AS MAY BE NECESSARY FOR
GROUND OPERATIONS AND THE RIGHT OF ACCESS TO SUCH RESERVED AND EXCEPTED MINERAL LANDS, INCLUDING LANDS
CONTAINING COAL OR IRON, FOR THE PURPOSE OF EXPLORING, DEVELOPING AND WORKING THE SAME.
RECORDING NUMBER: 342932 (BLANKET)
3. EASEMENT AND THE TERMS AND CONDITIONS THEREOF TO PUGET SOUND POWER & LIGHT COMPANY
PURPOSE: ELECTRIC LINE OVER THE EASTERLY 5 FEET DESCRIBED
RECORDED: DECEMBER 9, 1966 RECORDING NUMBER: 6116838 (PARTIAL RELEASE REC. ND. 20121129001025)
4. SENSITIVE AREAS NOTICE, INCLUDING THE TERMS AND PROVISIONS THEREOF:
RECORDED: APRIL 3, 2002 RECORDING NUMBER: 20020403001781
5. NOTICE OF ON-SITE SEWAGE SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS, INCLUDING THE TERMS AND PROVISIONS
THEREOF:
RECORDED: APRIL 17, 2002 RECORDING NUMBER: 20020417001495 (BLANKET)
6 . COVENANT TO BEAR PART OR All OF THE COST OF CONSTRUCTION OR REPAIR OF EASEMENT GRANTED OVER ADJACENT
PROPERTY, FOR STORM DRAINAGE
RECORDING NUMBER: 20060926001123
7. Cll'i OF RENTON, WASHINGTON ORDINANCE NO. 5665 ANNEXATION, INCLUDING THE TERMS AND PROVISIONS THEREOF:
RECORDED: JULY 11, 2012 RECORDING NUMBER: 20120711000166
8-13. NOT APPLICABLE TO BE SHOWN ON SURVEY.
EASEMENT AND THE TERMS AND CONDITIONS THEREOF TO PUGET SOUND ENERGY, INC.
PURPOSE: TRANSMISSION, DISTRIBUTION AND SALE OF ELECTRIClli'
RECORDED: NOVEMBER 29, 2012 RECORDING NUMBER: 20121129001026 (SHOWN) JOB NO. 12365
Barghausen ,
Consulting Engineers,lnc.
Civil Engineering, Land Planning, Surveying, Environmental Services
18215 72nd Avenue South Kent, WA. 98032
Telephone: ( 425) 251-6222 Fox: ( 425) 251-8782
PORT. SE1/4 OF SE1/4, SEC. 3, T23N·R5E, W.M. '
SHEET 2 OF 3
WINDS TONE DIVISION 5 SHEET 3 OF 3
LUA-12-090-FP
LND-10-0497
BEING A PORTION OF THE SE1/ 4 OF THE SE1/ 4 OF
SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN
CITY OF RENTON, KING COUNTY, WASHINGTON
KCSP 485017
VOL. 54, PG. 28
TRACT A
18 STONE RJDGE
VOL. 230 Pffi. 51-55
NW CORNER El /2 REC. NO. 20051020000337
SE l /4, SEl/4 OF TRACT B
SECTION 3 FND I /2" REBAR/CAP
LS 22388, 38965 FND 1/2" REBAR/CAP
I
I
I 9
I
: BARBED WIRE FENCE
2.J" ± ON PROPERlY
.-o.1'± OFF PROPERTY LS 22388, 38965 BARBED WIRE FENCE :~r-----ii:_::;:j~tu'.~r,~ry:~~fcl~~· -=----\~~;EN;0~3~.8;'±~0;N~P;RO~P;ER;TYtJg~~~~~----( 95.01' · . ~ -.
FND 1/2" REBAR/CAP 5• PSDE 96 36' , LS 22388, 38965 . *''-'v--~-i,: ,
8.9'± W & 0.1'± N ~ • +\\.1
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~
CATEGORY 4 WET\AND
(FlELD LOCATED PER OF PROP COR 8 1 · u' Q •
,n I 1527 I :;:; '\"" ~ 1
KCSP 584164
REC. NO. 870923 1174
-------
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COUNTY WATER
DISTRICT 90
w 0
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11521 1 0 ll"i "' 5,225 SQ. FT.
S8 7"30'42"E 95.02 '
3 0
1 1515 1 0
0
<D 5,700 SQ FT. v
S87"30'42"E 95 .02 '
5' PSOE
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11509 1
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, DI STRIC T 90
N8749'07"W 90.89'
~ '
10
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CHAO ARMOUR & ASSOC.) . ,•
', • v \\11 . N21'55'14"W i I
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STREAM & 81JITTR
(CRITICIL AREA)
37,688 SQ. FT.
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(lYP .)
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V ~ 7,633 SQ. FT.
°'\ ,i
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------------I I $ ~
COUNTY WATER ) ,.., 3.00'
OFFS -~ ,' I
LINE TABLE
LINE # LENGTH BEARING
LI 5.00' N75"55'19"E
L2 8.00' S53'03' 19'E
L3 15 .00' S53'03' 19"E
L4 20 .11' N53'03'19'W
L5 19.09' S2'18'11'W
CURVE TABLE
CURVE # LE NGTH RADIUS DELTA
Cl 22.90 ' 47.92' 27 22'39"
C2 17 .39 ' 35.44' 28'06'43"
C3 32.77' 25.00' 75'05'58'
C4 44.00' 45.00' 56'01 '27"
C5 32.80 ' 45.00' 41· 45'35"
C6 20. 14' 50 .00' 23"04'25"
C7 39.97' 50.00 ' 45'48'18"
cs 62.51' 50.00' 71'38'07"
C9 42.20' 50.00' 48"21'J1"
CJD 14.34' 25.00' 32"51'36"
C1 1 21.27' 100.00· 12·11·10·
C12 22.8 1' 100.00' 13'04'07''
REFERENCE SURVEY:
PLAT OF STONE RIDGE (A.K.A. WINDSTONE )
VOL. 230, PGS. 61-65, REC. NO. 20051020000337
0
0
0
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DISTRICT 90 /; ,2
I 1;03 I /?!if_
6, 182 SQ. FT. ~
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, EASEMENT TO KING ·:';,
COUNTY WATER \ ·\-!"
DISTRICT 90 \ .\
15' PUBLIC WATER
EASEMENT TO KING
COUNTY WATER
DISTRICT 90
V
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1. ( Ll
S8749'07"E 80.01'
~ ~ 5 ' PSD E
KCSP 584154
REC. NO. 870923 1 17 4
4
DRAINAGE NOTES:
UNPLATIED
"" "'!
"' "' -
,w .... -;..,
f" ;;
z
1.
6
11417 1
1,252 so. FT.
UNPIATIED
• THE PRIVATE DRAINAGE EASEMENT SHOWN ON LOTS 1 THR OUGH 6 rs FOR THE BENEFII OF LOTS I TH RO UGH 7.
THE OWNER(S) OF SA ID La rs SHAi_l , BE RESPONSiflLE FO R THE MAIN TE NAN CE OF THAT POR TION OF THE DRAINAGE
FAC ILITIES THEY HAVE BENEFIT Ci .C c, AND SHAL L EQUALLY SHARE IN TH E MAIN TENANCE OF THAT PO RTION OF
THE DRA INAG E FAC ILI TIE S THAT THEY USE IN COMMON.
• PRIVATE DRAINAGE EASEMENT: THE OWNER(S) OF PRIVATE PROPERTY WITHIN THI S PLAT ENCUMBERED WITH
DRAINAGE EASEMENTS SHOWN AS "PRIVATE" HEREBY GRANT ANO CONVEY TO THE CITY OF RENTON, A MUNICIPAL
COR PORATION, TH E RIGH T Blll NOT THE OBLIGATION TO CONVEY OR STO RE STOR M AN O SU RFACE WATER PER THE
ENGINE ERI NG PLANS APPROVED FOR THE PLAT BY THE CllY OF RENTON, TOGETHER WITH TH E RIGHT OF
REASONABLE ACCESS (IN GR ESS AND EGRESS) TO ENTER SAID DRANAGE EASEMENT FOR THE PURPOSE OF
OBSERVING THAT THE OWNER(S) ARE PROPERLY OPERATING AND MA INTAINING THE ORANAGE FAC ILITIES CONTAINED
THEREIN. THE OWNER(S) OF SAID PRIVATE PRO PERlY, SINGLE AND SEVERAL, ARE RESPONSIBLE FOR OPERATING,
MAINTA INING, AND REPAIRING THE ORANAGE FACILITIES CON TAI NED WITH IN SAID DRAINAGE EASEMENT AND ARE
HER EBY REQUIRED TO OBTAIN ANY REQUIRED PERMIT S FROM THE CITY OF RENTON OR ITS SU CC ESSOR AGENCY,
PRIOR TO FlLLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE
SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES PO NDS ,
ETC.) OR PER FOR MING ANY ALTERATIONS OR MODIFICAT IONS TO THE DRAINAGE FACILI TIES CONTAINED WITHIN SAID
DRAINAGE EASEMENT. THIS COVENANT SHALL RUN WITH THE LANO AND IS BINDING UPON THE OWNER(S) OF SAID
PRNAT E PROPERlY, THEIR HEI RS, SUCC ESSORS ANO ASSIGNS.
• TH E CITY OF RENTON SHALL HAVE THE RIGHT TO ENTER THE PR IVATE DRAINAGE EASEMENTS SHOWN HEREON TD
REPAIR ANY DEFICIENCIES OF THE DRAINAGE FACILITY IN THE EVENT THE OWNER(S) IS /AR E NEGLI GE NT IN THE
MAINTENANCE OF THE DRAINAGE FACI LITIES. TH ESE REPAIRS SHALL BE AT TH E OWNER(S)'S COS T.
• THE OWNER(S) OF PRIVATE PROPER'IY WI THIN THIS PLAT ENCUMBERED WITH DRAINAGE FACI LITI ES REQUIRED BY
PLAT DESIGN, COVENANT OR CONDITION, HER EBY GRANT AND CONVEY TO THE CITY OF RENTON, A POLITICAL
SUBDIVIS ION OF THE STA TE OF WAS HINGTON , THE RIGHT OF REASONAB LE ACC ESS (INGRESS ANO EGR ESS) TO
ENTER SA ID PROPERlY FOR THE PU RPOSE OF OB SERVING TH AT TH E OWNER(S) ARE PROPERLY OPE RATING ANO
MA INTAI NING THE DRAINAGE FAC ILITTES CONTAINED THEREIN.
SURVEYOR'S NOTES
-.,.
"' -; -
w
'" -;..,
f"
0 z
7
11411 1
5,797 SQ. Fr.
/
/
1. HORIZONTAL DATUM/BASIS OF BEA RING S WAS CAL CULATED BY HOLDING TH E CI TY OF RENTON PUBLI SHED POSITION OF MONUMENT 1845, WHICH rs A
3/4" PIN IN CONCRETE IN CASE AT THE SO UT HEAST CORNER OF SECTION D3, T23N , RD 5E, W.M . ANO ROTAT IN G TD THE PUB LISHED POSITION OF CITY
OF RENTON CONTROL POIN T 20 97 , WHICH rs A STONE MONUMENT IN CASE AT THE NORTHEAST CO RNER OF SAID SECTION . BEARING BEJW EEN THESE
MONUMENTS WAS TAKEN AS NOR TH 01 ' 25 ' 20" EAST
2. TH IS rs A FIEL D TRAVERS E USING A "TR IMBLE 5600" ROBOT IC TOTAL STATIO N ANO TO PC ON GRJ GPS WITH A "TOS RANGER" DATA CO LL ECTOR
SU PPL EMENTED WITH FIELD NOTES WAS PERFORMED, ESTABLI SHING THE ANGULAR, DI STANCE, AN D VERTICAL RELATIONSHIP S BEJWE EN THE MONUMENTS ,
PROPERTY LI NES, AND TOPOGRAP HI C FEATUR ES AS SHOWN HER EON. THE RES ULTI NG DATA MEETS OR EX CEEDS THE STANDAR DS FOR LA NO BOUN DA RY
SURVEY S AS SET FORTH IN WAC 332 -1 J0 -090.
3. UN LES S OT HER WI SE NOTED, ALL . BACK LOf ANO TRACT CORNERS WILL BE STAKED WITH A 1/2 -INCH BY 24-INCH REBAR WITH PLASTIC CAP
MARKED "BCE 45 789" AS PLAT CONSTRUCTION rs COMPLETED. LOT AND TRAC T CO RN ERS ABUTIING STREETS WERE NO T SET. TH E STREEJWARO
PROJECTION OF THE LOT ANO/OR TRACT LINES WILL BE REFERENCED BY A MASONRY NAIL SET AT THE BACK OF TrlE CURB AT NO SPECIFIC DISTANCE
FROM THE TRUE CO RNER.
I 5,906 SQ. FT.
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/
LEGEND
FOUND MONUMENT AS NOTED
• CITY OF RENT ON STANDARD ROAD MONUME NT
TO BE SET AS CON STRUCTION IS COMPLETED
O SET REBAR/CAP "BCE 45789"
® SET LEAD & TACK
WLE · PUBLIC WATER EASEMENT JO
KNG COUNlY WATER DISTRICT 90
(S EE PLAT NOTE 5, SHEET 2)
SSE PUBLIC SAN ITARY SEW ER EASEMEN T
(SEE PLAT NOTE 6, SHEET 2)
PSDE PRIVATE STORM DRAINAGE EASEMENT
(SEE DRAINAGE NOTES AT. LEFT)
UE UTILflY EASEMENT (SEE PLAT NOTE 7 AN D
"EASEMENTS AND RESERVATIONS", SHEET 2)
I 000001 ADDRES S AS PROVIDED BY THE CITY
OF RENTON
G * TREES TO BE RETAINED
0 20 40 8 0 ru I 1
SCALE: 1" -40'
JOB NO. 12365
. Barghausen
Consulting . Engineers,lnc.
Civ il Engineering, Land Planning , Surveying, Environmental Service s
1821 5 72nd Avenue Sou th Kent, WA. 98032
Te lephone: (42 5) 25 1-62 22 Fax: (425) 251-8782
PORT. SE1/4 OF SE1/4, SEC. 3, T23N·R5E, W.M. '
SHEET 3 OF 3
1
. i
~,-,.,,,, th·'i-ti•'fl'I 1··,ol? 'tllmt·t·-·1
WIND STONE DIVISION 5 SHEET 1 OF 3
LUA
LND
BEING A PORTION OF THE SE1/ 4 OF THE SE1/ 4 OF
SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN
CITY OF RENTON, KING COUNTY, WASHINGTON
.
~
I'
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ill
If)
i \CENTER SECTI0;3
POSITION CALCULATED
NI
1322.79'
LLJ ··-• IE:-----___ S87'49'07"E 1322.55'
S1/4 CORNER SECTION 3
FOUND 3/4" BRASSY
3 W/PUNCH IN 4X4 CONCRETE
\. ;f C #2803 (FEB. 2006)
·-
10
1322.36'
Vicinity Map
~
Scale: N. T. S.
'<.~,;y
~
LLJ ~
~ :::, a
0
I
SE 105TH ST
SE 116TH ST
RECORDING CERTIFICATE
SE 112TH ST
FILED FOR RECORD AT THE REQUEST OF THE CITY OF RENTON
THIS DAY OF , 20_, AT MINUTES
---
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ill
0
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S87'49'07"E 661.27'
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3 2
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FOUND STONE MONUMENT
(FEB. 2006)
N88'12'18"W 2644.72'
BASIS OF BEARING
----~----
q I 2 ~ SE CORNER ~ECTION 3 _: .
0 100 200 400
~~ -SCALE: 1" = 200'
LAND SURVEYOR'S CERTIFICATE
FOUND 3/4" BRASS PIN 10 11
W/PUNCH IN CONCRETE
KC #2802 (FEB. 2006)
LEGEND
FOUND SECTION CORNER AS NOTED
FOUND QUARTER CORNER AS NOTED
Barghausen
JOB NO. 12365
Consulting Engineers,lnc.
(
~
/
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(
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(
PAST .M. IN VOLUME __ OF PLJ\TS AT PAGES
____ ,, RECORDS OF KING COUNTY, WASHINGTON.
I HEREBY CERTIFY THAT THIS PLAT OF WINDSTONE DIVISION 5 IS
BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 3,
TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., THAT THE COURSES
AND DISTANCES ARE SHOWN CORRECTLY THEREON; THAT THE
MONUMENTS WILL BE SET AND THE LOT AND BLOCK CORNERS STAKED
CORRECTLrY ON TH. E GRO. U.ND AND THAT I HAVE FULLY COMPLIED
Civil Engineering, Land Planning, Surveying, Environmental Services /
18215 72nd Avenue South Kent. WA. 98032
Telephone: ( 425) 251-6222 Fax: ( 425) 251-8782
WITH THE P ISIO~S OF IJiE PLATTING REGULATIONS.
/ f ,f,· ---z ,/) ;;t:Ji;_::::::: -1 0/29/2012
,1-·· .• / (,o
DIVISION OF RECORDS AND ELECTIONS
MANAGER SUPERINTENDENT OF RECORDS TREVOR S. LANKTREE, PLS NO. 45789
r
PORT. SE1/ 4 OF SE1/ 4, SEC. 3, T23N·R5E, W.M. '.
i-----------------------ll
SHEET 1 OF 3
I ··1',1•li.L.....iL
WINDS TONE DIVISION 5 SHEET 2 OF 3
LUA
LND
BEING A PORTION OF THE SE1/ 4 OF THE SE1/ 4 OF
SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN
LEGAL DESCRIPTION CITY OF RENTON, KING COUNTY, WASHINGTON
PN?CEL k
THAT PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST,
WILLAMillE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF SAID SUBDIVISION;
THENCE SOUTH 7"24'56" WEST ALONG THE WEST LINE THEREOF 300.00 FEET;
THENCE SOUTH BT49'0B" EAST PARALLEL WITH THE NORTH LINE OF SAID SUBDIVISION 80.00 FEET TO POINT i( FOR REFERENCE PURPOSES;
THENCE SOUTH 63"09'00" EAST 102.38 FEET;
THENCE SOUTH 14'17'00" EAST 190 FEET, MORE OR LESS, TO THE NORTHWESTERLY MARGIN OF THE SUNSET HIGHWAY;
THENCE SOUTHWESTERLY ALONG SAID NORTHWESTERLY MARGIN 75.00 FEET;
THENCE NORTH 14'17'00" WEST 124.00 FEET, TO THE TRUE POINT OF BEGINNING;
THENCE SOUTHWESTERLY PARALLEL WITH THE NORTHWESTERLY MARGIN OF SAID SUNSET HIGHWAY TO A POINT WHICH BEARS SOUTH 1'24'56" WEST
FROM FORESAID POINT 11 :·
THENCE NORTH 1'24'56" EAST TO SAID POINT i1 ';.
THENCE SOUTH 6J"09'oo· EAST 102.JB FEET,·
THENCE SOUTH 14'17'00" EAST TO AN INTERSECTION WITH A LINE EXTENDING NORTHEASTERLY PARALLEL TO THE NORTHWESTERLY MARGIN OF SUNSET
HIGHWAY FROM THE TRUE POINT OF BEGINNING;
THENCE SOUTHWESTERLY, ALONG SAID PARALLEL LINE TO THE TRUE POINT OF BEGINNING.
ALSO BEGINNING AT THE ABOVE DESCRIBED TRUE POINT OF BEGINNING;
THENCE SOUTH 14'17'00" EAST 124.00 FEET TO THE NORTHWESTERLY MARGIN OF SUNSET HIGHWAY,·
THENCE NORTHEASTERLY ALONG SAID MARGIN TO AN INTERSECTION WITH A LINE PARALLEL TO AND 15 FEET EAST OF THE LAST DESCRIBED COURSE;
THENCE NORTH 14'17'00" WEST ALONG SAID PARALLEL LINE TO THE SOUTHERLY LINE OF THE ARST ABOVE DESCRIBED TRACT,·
THENCE WESTERLY ALONG SAID SOUTHERLY LINE TO THE POINT OF BEGINNING.
PARCEL 8:
THAT PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION J, TOWNSHIP 23 NORTH, RANGE 5 EAST,
WILLAMillE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF SAID SUBDIVISION;
THENCE SOUTH BT49'08" EAST ALONG THE NORTH LINE OF SAID SUBDIVISION 251.24 FEET TO THE TRUE POINT OF BEGINNING;
THENCE NORTH 8T49'08" WEST 251.24 FEET,·
THENCE SOUTH 01'24'56" WEST ALONG THE WEST LINE OF SAID SUBDIVISION JOO FEET.·
THENCE SOUTH 8T49'08" EAST 80 FEET,·
THENCE SOUTH 63'09'00" EAST 102.38 FEET;
THENCE SOUTH 14'17'00" EAST 190 FEET, MORE OR LESS, TO THE NORTHWESTERLY MARGIN OF SUNSET HIGHWAY,·
THENCE NORTHEASTERLY ALONG SAID HIGHWAY 195 FEET. MORE OR LESS, TO A POINT BEARING SOUTH 16'JO'oo· EAST FROM TH[ TRUE POINT OF
BEGINNING;
THENCE NORTH 16'30'00" WEST 433 FEET, MORE OR LESS, TO THE TRUE POINT OF BEGINNING.
DEDICATION
KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SUBDIVIDED,
HEREBY DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SUBDIVISION MADE HEREBY, AND DO HEREBY
DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE
THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES,
AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS AND TRACTS SHOWN HEREON IN
THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC
ALL THE EASEMENTS AND TRACTS SHOWN ON THIS PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT
NOT LIMITED TO PARKS, OPEN SPACE, PEDESTRIAN ACCESS, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE
SPECIFICALLY IDENTIFIED ON THIS PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC,
IN WHICH CASE WE DO HEREBY DEDICATE AND CONVEY SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY
IDENTIFIED AND FOR THE PURPOSE STATED.
IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS:
KBS DEVELOPMENT CORP., A WASHINGTON CORPORATION
BY:
ITS:
ACKNOWLEDGMENTS
STATE OF WASHINGTON
l ss.
COUNTY OF
WASHINGTON FEDERAL SAVINGS AND LOAN ASSOCIATION
BY:
ITS:
CERTIFY THAT KNOW OR HAVE SATISFACTORY EVIDENCE THAT
-----------------------IS THE PERSON WHO APPEARED BEFORE ME, AND
SAID PERSON ACKNOWLEDGED THAT (S)HE SIGNED THIS INSTRUMENT, ON OATH STATED -----------
(S)HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE
-------------OF KBS DEVELOPMENT CORP. TO BE THE FREE AND VOLUNTARY
ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT.
DATED THIS ___ DAY OF --------------• 2012.
NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON
RESIDING AT _______________________ _
PRINTED NAME _______________________ _
COMMISSION EXPIRES _____________________ _
STATE OF WASHINGTON
l SS.
COUNTY OF
CERTIFY THAT KNOW OR HAVE SATISFACTORY EVIDENCE THAT
--------------------IS THE PERSON WHO APPEARED BEFORE ME, AND
SAID PERSON ACKNOWLEDGED THAT (S)HE SIGNED THIS INSTRUMENT, ON OATH STATED
(S)HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE-----------
-------------OF WASHINGTON FEDERAL SAVINGS AND LOAN ASSOCIATION TO BE
THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES
MENTIONED IN THE INSTRUMENT.
DATED THIS _____ DAY OF _______________ , 2012.
NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON
RESIDING AT _______________________ _
PRINTED NAME _______________________ _
COMMISSION EXPIRES ____ -'-,------------------
EASEMENTS AND RESERVATIONS
AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO PUGET SOUND ENERGY, ANY TELEPHONE COMPANY, ANY CABLE
COMPANY AND THE CITY OF RENTON AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON THE EXTERIOR 10
FEET, PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF ALL LOTS, TRACTS AND PARCELS IN WHICH TO INSTALL, LAY,
CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND CONDUITS, MAINS, CABLES AND WIRES WITH NECESSARY FACILITIES
AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC, TELEPHONE,
TV, WATER, SEWER, PUBLIC AND PRIVATE STORM DRAINAGE, AND GAS SERVICE, TOGETHER WITH THE RIGHT TO ENTER UPON
THE LOTS AT ALL TIMES FOR THE PURPOSE HEREIN STATED. NO LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC
CURRENT, TELEPHONE OR CABLE TV SHALL BE PLACED OR BE PERMITIED TO BE PLACED UPON ANY LOT UNLESS THE SAME
SHALL BE UNDERGROUND OR IN CONDUIT ATIACHED TO A BUILDING.
RESTRICTIONS FOR CRITICAL AREA TRACTS AND CRITICAL AREAS AND BUFFERS
DEDICATION OF A CRITICAL AREA TRACT/SENSITIVE AREA AND BUFFER CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE
LAND WITHIN THE TRACT/CRITICAL AREA AND BUFFER. THIS INTEREST INCLUDES THE PRESERVATION OF NATIVE VEGETATION FOR
ALL PURPOSES THAT BENEFIT THE PUBLIC HEALTH, SAFETY AND WELFARE, INCLUDING CONTROL OF SURFACE WATER AND
EROSION, MAINTENANCE OF SLOPE STABILITY, AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE CRITICAL AREA
TRACT/CRITICAL AREA AND BUFFER IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE LAND SUBJECT
TO THE TRACT/CRITICAL AREA AND BUFFER THE OBLIGATION, ENFORCEABLE ON BEHALF OF THE PUBLIC BY KING COUNTY, TO
LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE TRACT /CRITICAL AREA AND BUFFER. THE VEGETATION
WITHIN THE TRACT/CRITICAL AREA AND BUFFER MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT
APPROVAL IN WRITING FROM THE CITY OF RENTON DEVELOPMENT SERVICES DIVISION OR ITS SUCCESSOR AGENCY, UNLESS
OTHERWISE PROVIDED BY LAW.
THE COMMON BOUNDARY BETWEEN THE TRACT/CRITICAL AREA AND BUFFER AND THE AREA OF DEVELOPMENT ACTIVITY MUST BE
MARKED OR OTHERWISE FLAGGED TO THE SATISFACTION OF CITY OF RENTON DEVELOPMENT SERVICES DIVISION PRIOR TO ANY
CLEARING, GRADING, BUILDING CONSTRUCTION OR OTHER DEVELOPMENT ACTIVITY ON A LOT SUBJECT TO THE CRITICAL AREA
TRACT/CRITICAL AREA AND BUFFER. THE REQUIRED MARKING OR FLAGGING SHALL REMAIN IN PLACE UNTIL ALL DEVELOPMENT
PROPOSAL ACTIVITIES IN THE VICINITY OF THE SENSrTIVE AREA ARE COMPLETED.
NO BUILDING FOUNDATIONS ARE ALLOWED BEYOND THE REQUIRED 15-FOOT BUILDING SETBACK AREA, UNLESS OTHERWISE
PROVIDED BY LAW.
CllY OF RENTON APPROVALS
CITY OF RENTON PUBLIC WORKS DEPARTMENT
EXAMINED AND APPROVED THIS DAY OF ______ , 2012.
ADMINISTRATOR
CITY OF RENTON MAYOR
EXAMINED AND APPROVED THIS DAY OF ______ ,, 2012.
MAYOR
CITY CLERK
EXAMINED AND APPROVED THIS DAY OF , 2012. ------·
CITY CLERK
CITY OF RENTON FINANCE DIRECTOR
I HEREBY CERTIFY THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS AND ALL SPECIAL ASSESSMENTS CERTIFIED TO THE CITY
TREASURER FOR COLLECTION ON ANY PROPERTY HEREIN CONTAINED DEDICATED FOR STREETS, ALLEYS OR OTHER PUBLIC USE
ARE PAID IN FULL.
EXAMINED AND APPROVED THIS __ DAY OF , 2012.
FINANCE DIRECTOR
KING COUNlY APPROVALS
KING COUNTY DEPARTMENT OF ASSESSMENTS
EXAMINED AND APPROVED THIS __ DAY OF ______ , 2012.
KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR
ACCOUNT NUMBERS: 032305-9070 & 032305-9234
KING COUNTY FINANCE DIVISION CERTIFICATE
I HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO
THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION ON ANY OF
THE PROPERTY HEREIN CONTAINED, DEDICATED AS STREETS, ALLEYS OR FOR ANY OTHER PUBLIC USE, ARE PAID IN FULL.
THIS __ DAY OF , 2012.
MANAGER, KING COUNTY FINANCE DIVISION DEPUTY
PLAT NOTES
1. THE ARTICLES OF INCORPORATION FOR THE WINDSTONE HOMEOWNERS ASSOCIATION IS ON FILE WITH THE STATE OF
WASHINGTON IN OLYMPIA.
2. TRACT "A" IS A PARK TRACT AND IS HEREBY CONVEYED TO THE HOMEOWNERS ASSOCIATION IDENTIFIED IN NOTE 1, ABOVE,
FOR OWNERSHIP AND MAINTENANCE PURPOSES.
3. TRACT "B" IS A STREAM & BUFFER (CRITICAL AREA) TRACT AND IS HEREBY CONVEYED TO THE HOMEOWNERS ASSOCIATION
IDENTIFIED IN NOTE 1, ABOVE, FOR OWNERSHIP AND MAINTENANCE PURPOSES.
4. TRACT "C" IS AN ACCESS TRACT AND IS HEREBY CONVEYED TO THE HOMEOWNERS ASSOCIATION IDENTIFIED IN NOTE 1,
ABOVE, FOR OWNERSHIP AND MAINTENANCE PURPOSES.
5. ALL WATERLINE EASEMENTS (WLE) ARE HEREBY CONVEYED TO KING COUNTY WATER DISTRICT NO. 90 FOR THE PURPOSE OF
SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH WATER SERVICE. ALSO SEE "EASEMENTS AND RESERVATIONS", AT LEFT.
6. ALL SANITARY SEWER EASEMENTS (SSE) ARE HEREBY CONVEYED TO THE CITY OF RENTON FOR THE PURPOSE OF SERVING
THIS SUBDIVISION AND OTHER PROPERTY WITH SEWER SERVICE. ALSO SEE "EASEMENTS AND RESERVATIONS", AT LEFT.
7. ALL UTILITY EASEMENTS (UE) ARE HEREBY RESERVED EQUALLY TO ALL UTILITIES, BOTH PUBLIC AND PRIVATE, FOR
OWNERSHIP AND MAINTENANCE PURPOSES. ALSO SEE "EASEMENTS AND RESERVATIONS", AT LEFT.
8. ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND
DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION
DRAWINGS #364901 ON FILE WITH THE CITY OF RENTON. THIS PLAN SHALL BE SUBMITIED WITH THE APPLICATION OF ANY
BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING
INSPECTION APPROVAL. FOR THOSE LOTS THAT ARE DESIGNATED FOR INDIVIDUAL LOT INFILTRATION SYSTEMS, THE SYSTEMS
SHALL BE CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT AND SHALL COMPLY WITH PLANS ON FILE.
9. THE APPLICANT OR SUBSEQUENT OWNER SHALL COMPLY WITH THE APPLICABLE CITY OF RENTON TRAFFIC MITIGATION FEE
SCHEDULE OR APPLICABLE IMPACT FEE SCHEDULE IN PLACE AT TIME OF FEE PAYMENT. THE APPLICANT SHALL PAY THE
MITIGATION OR IMPACT FEE AT THE TIME OF BUILDING PERMIT ISSUANCE. THE FEE PAID SHALL BE THE AMOUNT IN EFFECT AS
OF THE DATE OF BUILDING PERMIT APPLICATION.
10. LOTS WITHIN THIS SUBDIVISION ARE SUBJECT TO RENTON MUNICIPAL CODE 4-1-160, WHICH IMPOSES IMPACT FEES TO
FUND SCHOOL SYSTEM IMPROVEMENTS NEEDED TO SERVE NEW DEVELOPMENT. AS A CONDITION OF FINAL APPROVAL, 50% OF
THE IMPACT FEES DUE FOR THE PLAT SHALL BE ASSESSED AND COLLECTED IMMEDIATELY PRIOR TO THE RECORDING, USING
THE FEE SCHEDULES IN EFFECT WHEN THE PLAT RECEIVES FINAL APPROVAL. THE BALANCE OF THE ASSESSED FEE SHALL BE
ALLOCATED EVENLY TO THE DWELLING UNITS IN THE PLAT AND SHALL BE COLLECTED PRIOR TO THE BUILDING PERMIT
ISSUANCE.
11. EACH LOT OWNER SHALL MAINTAIN TREES LOCATED ON THE OWNER'S LOT AND THOSE TREES WITHIN THE STREET
RIGHT-OF-WAY ABUTIING THE OWNER'S LOT, UNLESS THE CITY OF RENTON HAS ADOPTED A MAINTENANCE PROGRAM. TREES
SHOWN TO BE RETAINED SHALL BE MAINTAINED BY THE FUTURE OWNERS OF THE PROPOSED LOTS.
12. THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO OR FROM SE RENTON-ISSAQUAH ROAD (SR 900) FROM THOSE LOTS
WHICH ABUT IT.
13. PROPERTY WITHIN THIS PLAT IS SUBJECT TO NINTH AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS FOR THE
PLAT OF STONE RIDGE (A.K.A WINDSTONE), RECORDED UNDER RECORDING NUMBER 2012_ _____________ .
TITLE NOTES:
CHICAGO TITLE INSURANCE COMPANY PLAT CERTIFICATE, ORDER 1351300, DATED SEPTEMBER 24, 2012.
1. EASEMENT AND THE TERMS AND CONDITIONS THEREOF TO PACIFIC TELEPHONE AND TELEGRAPH CO.
PURPOSE: THE RIGHT TO ERECT AND MAINTAIN POLES, WITH NECESSARY WIRES AND FEATURES "AS CONSTRUCTED"
RECORDED: SEPTEMBER 24, 1917 RECORDING NO. 1162865 (BLANKET)
2. RESERVATIONS AND EXCEPTIONS CONTAINED IN DEED FROM NORTHERN PACIFIC RAILROAD COMPANY, RESERVING AND
EXCEPTING FROM SAID LANDS SO MUCH OR SUCH PORTIONS THEREOF AS ARE OR MAY BE MINERAL LANDS OR CONTAIN COAL
OR IRON, AND ALSO THE USE AND THE RIGHT AND TITLE TO THE USE OF SUCH SURFACE GROUND AS MAY BE NECESSARY FOR
GROUND OPERATIONS AND THE RIGHT OF ACCESS TO SUCH RESERVED AND EXCEPTED MINERAL LANDS, INCLUDING LANDS
CONTAINING COAL OR IRON, FOR THE PURPOSE OF EXPLORING, DEVELOPING AND WORKING THE SAME.
RECORDING NUMBER: 342932 (BLANKET)
3. EASEMENT AND THE TERMS AND CONDITIONS THEREOF TO PUGET SOUND POWER & LIGHT COMPANY
PURPOSE: ELECTRIC LINE OVER THE EASTERLY 5 FEET DESCRIBED
RECORDED: DECEMBER 9, 1966 RECORDING NUMBER: 6116838 (TO BE RELINQUISHED PRIOR TO PLAT RECORDING)
4. SENSITIVE AREAS NOTICE, INCLUDING THE TERMS AND PROVISIONS THEREOF:
RECORDED: APRIL 3, 2002 RECORDING NUMBER: 20020403001781
5. NOTICE OF ON-SITE SEWAGE SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS, INCLUDING THE TERMS AND PROVISIONS
THEREOF:
RECORDED: APRIL 17, 2002 RECORDING NUMBER: 20020417001495 (BLANKET)
6 . COVENANT TO BEAR PART OR ALL OF THE COST OF CONSTRUCTION OR
PROPERTY, FOR STORM DRAINAGE
REPAIR OF EASEMENT GRANTED OVER ADJACENT
City o·r Bontui I RECORDING NUMBER: 20060926001123
Planning Division
7. CITY OF RENTON, WASHINGTON ORDINANCE NO. 5665 ANNEXATION, INCLUDING THE TERMS AND PROVISIONS THEREOF:
RECORDED: JULY 11, 2012 RECORDING NUMBER: 20120711000166
8-13. NOT APPLICABLE TO BE SHOWN ON SURVEY.
OCT 3 1 2012
JOB NO. 12365
Barghaus:e1r;;;rEu~~ID)
Consulting Engineers,lnc.
Civil Engineering, Land Planning, Surveying, Environmental Services
18215 72nd Avenue South Kent, WA. 98032
Telephone: ( 425) 251-6222 Fax: ( 425) 251-8782
PORT. SE1/4 OF SE1/4, SEC. 3, T23N .. R5E, W.M. (
SHEET 2 OF 3
·'
WINDS TONE DIVISION 5 SHEET 3 OF 3
LUA
LND
BEING A PORTION OF THE SE1/ 4 OF THE SE1/ 4 OF
SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN
CITY OF RENTON, KING COUNTY, WASHINGTON
KCSP 485017
VOL. 54, PG. 28
TRACT A
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LS 22388, 389 65
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LINE TABLE
LINE# LENGTH BEARING
L1 5.00' N75'55' 19"E
L2 8.00' S53'03' 19"E
L3 15.00' S53'03'19"E
L4 20.11' N53'03' 19''W
L5 19.09' S2' 18'11 "W
CURVE TABLE
CURVE# LENGTH RADIUS DELTA
C1 22.90' 47.92' 27'22'39"
C2 17.39' 35.44' 28'06'43"
C3 32.77' 25.00' 75'05'58"
C4 44.00' 45.00' 56'01 '27"
C5 32.80' 45.00' 41'45'35"
C6 20.14' 50.00' 23'04'26"
C7 39.97' 50.00' 45'48'18"
CB 62.51' 50.00' 71'38'07"
C9 42.20' 50.00' 48'21 '31"
C1D 14.34' 25.00' 32'51 '36"
C11 21.27' 100.00' 12·11·10"
C12 22.81' 1 DO.OD' 13'04'07"
UNPLATIED
/
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•
LEGEND
FOUND MONUMENT N3 NOTED
CITY OF RENTON STANDARD ROAD MONUMENT TO
BE SET AS CONSTRUCTION IS COMPLETED 0 20 40 80
WLE PUBLIC WATERLINE EASEMENT ~ -~
(SEE PLAT NOTE 5, SHEET 2) ._c .......... ,u=-~---"~=====
SSE PUBLIC SANITARY SEWER EPSEMENT City of Ren8e,&\LE· 1" = 40'
(SEE PLAT NOTE 6, SHEET 2) Pl .. . . -•
UE UTILITY EPSEMENT (SEE PLAT NOTE 7 AND anmng Division
"EASEMENTS AND RESERVATIONS", SHEET 2)
I
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/000001 ADDRESS AS PROVIDED BY THE CITY OCT. 31 2012
OF RENTON
I
SURVEYOR'S NOTES
/ /
/
1. HORIZONTAL DATUM/BASIS OF BEARINGS IS THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST,
W.M., TAKEN AS NORTH 88' 12'18" WEST, BEING THE BEARING BETWEEN KING COUNTY SURVEY CONTROL MONUMENTS 2802 (SE CORNER SECTION 3)
AND 2803 (S1/4 CORNER SECTION 3), BASED UPON NORTH AMERICAN DATUM OF 1983 -NAO 83(91) -WASHINGTON STATE PLANE COORDINATE
SYSTEM, NORTH ZONE.
2. THIS IS A FIELD TRAVERSE USING A "TRIMBLE 5600" ROBOTIC TOTAL STATION AND TOPCON GR3 GPS WITH A "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. THE RESULTING DATA MEETS OR EXCEEDS THE STANDARDS FOR LAND BOUNDARY
SURVEYS AS SET FORTH IN WAC 332-130-090.
(v* TREES TO BE RETAINED
JOB NO. 12365
Barghausen
Consulting Engineers,lnc.
Civil Engineering, Land Planning, Surveying, Environmental Services
18215 72nd Avenue South Kent, WA. 98032
Telephone: (425) 251-6222 Fax: (425) 251-8782
l
(
' (
3. UNLESS OTHERWISE NOTED, ALL BACK LOT AND TRACT CORNERS WILL BE STAKED WITH A 1 /2-INCH BY 24-INCH REBAR WITH PLASTIC CAP
MARKED "BCE 45789" AS PLAT CONSTRUCTION IS COMPLETED. LOT AND TRACT CORNERS ABUTTING STREETS WERE NOT SET. THE STREETWARD
PROJECTION OF THE LOT AND/OR TRACT LINES WILL BE REFERENCED BY A MASONRY NAIL SET AT THE BACK OF THE CURB AT NO SPECIFIC DISTANCE
FROM THE TRUE CORNER.
DATE
SIGNED 10/29/201 2
PORT. SE1/4 OF SE1/4, SEC. 3, T23N·R5E, W.M. (
SHEET 3 OF 3
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Job Number
12365
Sheet
1 of 1
18215 72ND AVENUE SOUTH
KENT, WA 98032
(425)251-6222
(425)251-8782 FAX
Designed~
Drawn· CK
Checked -...-We_
Scale:
Horizontal
1'"=100'
Approved _we_ I Vertical
CIVIL ENGINEERING, LAND PLANNING, I I N/A
SURVEYING, ENVIRONMENTAL SERVICES Date 10/17/1
File:P:\ 12000s\ 12365\exhibit\NEIGHBORHOOD MAP\NEIGHBORHOOD MAP.dwg Dote/Time:10/23/2012 12:24 PM Scale:1" = 1' . CKARMELL Xref: ----
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KBS DEVELOPMENT CORPORATION
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12320 N.E. 8th Street, Suite 100
Bellevue, WA 98005
(206) 623-7000
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No. I Dote I By I Ckd. I Appr. Revision
Title:
NEIGHBORHOOD. MAP
WINDSTONE DIVISION 5
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