HomeMy WebLinkAboutEX_19_D_Compton_Lumber_Exhibits_190411EXHIBIT 1
DocuSign Envelope ID: B761902A-805D-4E2F-96AD-5D0699C07F06
DocuSign Envelope ID: B761902A-805D-4E2F-96AD-5D0699C07F06
DocuSign Envelope ID: B761902A-805D-4E2F-96AD-5D0699C07F06
C.DEPARTMENTOFCOMMUNITY—‘“Renton.ANDECONOMICDEVELOPMENTMEMORANDUMDATE:February6,2018TO:EnvironmentalReviewCommittee(ERC)FROM:JillDing,SeniorPlannerSUBJECT:BMCRenton(LUA17-000445)SEPARequestforReconsiderationTheEnvironmentalReviewCommittee(ERC)reviewedtheabovementionedSitePlanReviewapplicationandissuedaSEPADeterminationofNon-SignificanceMitigated(DNS-M)onJanuary8,2018withthreemitigationmeasures:1.ProjectconstructionshallcomplywiththerecommendationsfoundinthesubmittedGeotechnicalreportpreparedbyTerraAssociates,Inc.,datedJanuary24,2017.2.Theapplicant’sgeotechnicalengineershallreviewtheproject’sconstructionandbuildingpermitplanstoverifycompliancewiththesubmittedgeotechnicalreport.Thegeotechnicalengineershallsubmitasealedletterstatingthathe/shehasreviewedtheconstructionandbuildingpermitplansandintheiropiniontheplansandspecificationsmeettheintentofthereport.3.Cleanupand/orremediationofthecontaminatedsoilsonsiteshallcomplywiththerequirementsasoutlinedbytheDepartmentofEcology.TheapplicantshallberequiredtosubmitacopyofaNoFurtherActionletterorcomparablefromtheDepartmentofEcologypriortotheissuanceofanyConstructionorBuildingPermitsontheprojectsite.TheDNS-MwaspublishedonJanuary12,2018withanappealperiodthatendedonJanuary26,2018.ArequestforreconsiderationoftheSEPAdeterminationwasreceivedonJanuary25,2018fromMichaelDaDaltoofBMC.TherequestforreconsiderationrequeststhatMitigationMeasure#3bereplacedwiththefollowinglanguage:“TheapplicantwillprovideanopinionletterfromeitherthevoluntarycleanupprogramoftheWDOEorfromtheWashingtonStatePollutionLiabilityInsuranceAgency(PLIA)thatstatesthesoilcleanupandplannedgroundwatermonitoringarelikelytoreceiveanNFAorthattheprojectprogressandproposedgroundwatermonitoringisinPartialSufficiency(PS)ofthecleanupandisinsubstantivecompliancewiththeModelToxicscontrolactpriortotheissuanceofaconstructionorbuildingpermitforthissite.”TherequestforreconsiderationstatesthatduetotheexistingbacklogatDOEregardingtheEXHIBIT 2DocuSign Envelope ID: B761902A-805D-4E2F-96AD-5D0699C07F06
EnvironmentalReviewCommitteePage2of3February6,2018cleanupofcontaminatedsites,constructionshouldbepermittedtocommenceprovidedtheapplicantcandemonstratethattheyareworkingwiththenecessaryregulatoryagenciesregardingthecleanupofcontaminantsonthesite.StaffComment:Theapplicant’srequesttoallowpermitstobeissuedprovidedcleanupworkhasbeeninitiatedincompliancewithstaterequirementsisreasonable,howevertoensurethatthecleanupiscompletedinatimelymanner,theapplicantshouldberequiredtocompletecleanuppriortoanyoccupancyoftheproposedbuildingbeingissued.Recommendation:Inlightoftheadditionalinformationprovidedbytheapplicant,staffrecommendsthattheERCmodifyMitigationMeasure#3andaddonenewmitigationmeasuresuchthatthemitigationmeasuresreadintheirentiretyasfollows:1.ProjectconstructionshallcomplywiththerecommendationsfoundinthesubmittedGeotechnicalreportpreparedbyTerraAssociates,Inc.,datedJanuary24,2017.2.Theapplicant’sgeotechnicalengineershallreviewtheproject’sconstructionandbuildingpermitplanstoverifycompliancewiththesubmittedgeotechnicalreport.Thegeotechnicalengineershallsubmitasealedletterstatingthathe/shehasreviewedtheconstructionandbuildingpermitplansandintheiropiniontheplansandspecificationsmeettheintentofthereport.3.Priortotheissuanceofaconstructionorbuildingpermitforthissite,theapplicantshallprovideanopinionletterfromeitherthevoluntarycleanupprogramoftheWashingtonDepartmentofEcology(WDOE)orfromtheWashingtonStatePollutionLiabilityInsuranceAgency(PLIA)thatstatesthatsoilcleanupandplannedgroundwatermonitoringarelikelytoreceiveaNoFurtherAction(NFA)orthattheprojectprogressandproposedgroundwatermonitoringisinPartialSufficiency(PS)ofthecleanupandisinsubstantivecompliancewiththeModelToxicsControlAct.4.PriortoanyoccupancyofthissiteandpriortotheissuanceofaTemporaryorFinalCertificateofOccupancyforthissite,theapplicantshallprovidedocumentationfromtheDepartmentofEcologyevidencingthatthecleanuponthesitehasbeencompleted(lessanyrequiredongoingmonitoring)tobringthesiteincompliancewiththeModelToxicsControlActandanyotherapplicablecleanuplaw.Appealsoftheenvironmentaldeterminationmustbefiledinwritingonorbefore5:00p.m.onFebruary23,2018.Appealsmustbefiledinwritingtogetherwiththerequiredfeewith:HearingExaminer,CityofRenton,1055SouthGradyWay,Renton,WA98057.AppealstotheExamineraregovernedbyRMC4-8-110andmoreinformationmaybeobtainedfromtheRentonCityClerk’sOffice,(425)430-6510.DocuSign Envelope ID: B761902A-805D-4E2F-96AD-5D0699C07F06
EnvironmentalReviewCommitteePage3of3February6,2018DATEOFDECISION:SIGNATURES:FEBRUARY6,2018GreggZimmermjatorPublicWorksDdprtmentKellyBeWA(1DateCommunityServicesDepartment1RickM.Marshall,AdministratorDateDateRentonRegionalFireAuthorityYsI1—C.E.“Chip”Vincent,AdministratorDepartmentofCommunity&EconomicDevelopmentDateDocuSign Envelope ID: B761902A-805D-4E2F-96AD-5D0699C07F06
PARCEL NO.
3023059099
PARCEL NO.
3023059091
PARCEL NO.
3023059098 PARCEL NO.
3023059096
PARCEL NO.
3023059085 PARCEL NO.
30230591036,000 SFTWO STORYOFFICE SPACE11,000 SF
COVERED
LUMBER SALES
REMOVE EXISTING ACCESS
EXISTING DRIVEWAY
TO REMAIN. INSTALL
ONE-WAY SPIKE STRIP.
EXISTING DRIVEWAY
TO REMAIN
ASPHALT LUMBER
SALES AREA
15' BUILDING
SETBACK
24'x12' OVERHEAD DOOR
20'x12'
OVERHEAD
DOOR
10,000 SF RETAIL
SALES AREA
DUMPSTER AND
RECYCLING
423 SF (MIN)S89° 39' 04"E452.25'S9° 28' 54"E
628.23'S89° 45' 25"E321.19'S1° 49' 52"W
658.54'S89° 45' 25"E406.80'S89° 45' 25"E361.01'S89° 39' 04"E167.06'S1° 49' 52"W
108.04'
S1° 49' 52"W
1216.80'
S1° 49' 52"W
1216.80'
EXISTING STRUCTURE
TO BE REMOVED
EXISTING STRUCTURE
TO BE REMOVED
EXISTING STRUCTURE
TO BE REMOVED
EXISTING STRUCTURE
TO BE REMOVED
EXISTING STRUCTURE
TO BE REMOVED
PARCEL BOUNDARY LINE
PARCEL BOUNDARY LINE
PARCEL BOUNDARY LINE
PARCEL BOUNDARY
LINE
71' ROW
EXISTING WETLAND
BOUNDARY
CONTRACTOR SHALL CUT
AND PATCH ASPHALT WHERE
STORM DRAINAGE SYSTEM CONNECTS
TO EXISTING.
NEW 6' BLACK
VINYL COATED
CHAINLINK
FENCE.
ACCESS
GATE
GUARD SHACK
EXISTING STRUCTURE
TO BE REMOVED
36'
INSTALL NEW
DRIVEWAY ACCESS
MATCH EXISTING SIDEWALK
100'
40'
30'
40'
15' SETBACK
EXISTING STRUCTURES
TO BE REMOVED
56.25' REDUCED WETLAND BUFFER
15'
100'
14'
TRUCK SCALE
15'
ROOF
OVERHANG
15' BUILDING SETBACK
10' BUILDING SETBACK
40'
4,000 SF COVERED
LUMBER SALES
FFE= 19.5
4,000 SF COVERED
LUMBER SALES
FFE= 19.5
CONTRACTOR SHALL CUT
AND PATCH ASPHALT WHERE
STORM DRAINAGE SYSTEM CONNECTS
TO EXISTING.
WASHINGTON
S
R
1
6
7
30'
24'
R20'R20'
R20'
R20'R5'
R5'
R6'
R4'
FLAG POLE RESTING AREA
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
3
TCSDJHDJH/LDJ
11.01.2017
PERMIT SET
2160915.10
PO BOX 817
AUBURN, WA 98071-0817
CONTACT: MR. DARRELL DONOVAN
LATITUDE
DEVELOPMENT, LLC
BMC RENTON
A PORTION OF THE SW 1/4 OF THE NE 1/4 OF SEC. 30, TWN. 23 N., RGE. 05 E. W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON.
BMC RENTON
DATE: November 22, 2017 FILENAME: Q:\2016\2160915\10_CIV\CAD\2160915-SITE.dwg
C1.0
2
SITE PLANNGRAPHIC SCALE
0 30 60
1" = 30 FEET
15
SITE ADDRESS
2940, 2960, 2980, AND 2990 EAST VALLEY ROAD
RENTON, WA 98057
PARKING NOTES:
MINIMUM REQUIRED:
15520 SF LARGE ITEMS SALES AREA - 20 SPACES
6,000 SF GENERAL OFFICES - 10 SPACES
10,000 SF RETAIL - 25 SPACES
TOTAL: 55 PARKING SPACES REQUIRED
PROVIDED PARKING:
57 SPACES INCLUDING 3 ADA PARKING SPACES
FLAG POLE
EXHIBIT 3
RECEIVED
12/07/2017 jding
PLANNING DIVISION
DocuSign Envelope ID: B761902A-805D-4E2F-96AD-5D0699C07F06
14900 INTERURBAN AVE SOUTHSUITE 138TUKWILA, WASHINGTON 98168(206)859-5500 | FAX (206)859-5501ronhovdearchitects.comARCHITECTURAL RENDERINGSSTACEY HOLDINGS SHOWROOM AND LUMBER YARDRENTON, WA 98168 JOB NO: 2018.60DRAWN BY: LWSCHECK'D BY:TJRDATE: 03/11/19 AR1.1EXHIBIT 4RECEIVED03/18/2019 jdingPLANNING DIVISIONDocuSign Envelope ID: B761902A-805D-4E2F-96AD-5D0699C07F06
DocuSign Envelope ID: B761902A-805D-4E2F-96AD-5D0699C07F06
DocuSign Envelope ID: B761902A-805D-4E2F-96AD-5D0699C07F06
DocuSign Envelope ID: B761902A-805D-4E2F-96AD-5D0699C07F06
WASHING
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6
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PARCEL NO.
3023059099
+/- 25,415 SF
PARTIALLY
COVERED
OUTDOOR
LUMBER SALES
56'WETLAND BUFFERPARCEL NO.
3023059098
PARCEL
BOUNDARY
LINE
PARCEL BOUNDARY LINE
PROPOSED FIRE
HYDRANT
PARCEL BOUNDARY LINE
PARCEL NO.
3023059091
TURF (TYPICAL)CUT TURF EDGE (TYP.)
NEW BUILDING
40,000 SF
FOOTPRINT EXISTING
WAREHOUSE TO
REMAIN
EXISTING
OFFICE TO
REMAIN
+/- 6,100 SQ. FT.
PARTIALLY COVERED
OUTDOOR LUMBER
SALES10'TREE / UTILITY CONFLICTS
NORTH AND SOUTH OF
TREES, SEE
NOTE #6 THIS SHEET
NEW DRIVEWAY
APPROACH
EAST VALLEY ROAD
NEW DRIVEWAY
APPROACH
EXISTING FIRE
HYDRANT
TREE / UTILITY CONFLICTS
NORTH OF TREE, SEE
NOTE #6 THIS SHEET
3'8'TREE / UTILITY CONFLICTS
NORTH OF TREE, SEE
NOTE #6 THIS SHEET
TREE / UTILITY CONFLICTS
NORTH OF TREE, SEE
NOTE #6 THIS SHEET TREE / UTILITY CONFLICTS
SOUTH OF TREE, SEE
NOTE #6 THIS SHEET
IN COMPLIANCE WITH CITY OF RENTON STANDARDSAAANNNNNNN
COMPTON LUMBER RENTON
A-NNNNNNN
TEL FAX www.ahbl.com WEBTELFAXwww.ahbl.com WEBTELFAXwww.ahbl.com WEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
TACOMA SEATTLE SPOKANE TRI-CITIESSTIN
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ENNO.
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05 EX P .0 3 /1 4 /2020ATEO F W A S H
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PRELIMINARY
NOT FOR CONSTRU
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NGRAPHIC SCALE
0 30 60
1" = 30 FEET
15
1.IRRIGATION SYSTEM DESIGN PLANS WILL BE INCLUDED FOR PERMITTING.
2.SEE SHEET L2.1 FOR PLANTING SCHEDULE AND DETAILS.
3.SHE SHEET L4.1 FOR IRRIGATION DETAILS.
4.SEE SHEET L5.1 FOR LANDSCAPE AND IRRIGATION SPECIFICATIONS.
5.SIGNIFICANT TREES WITHIN WETLAND BUFFERS AND BOUNDARIES HAVE NOT BEEN LOCATED
AND IDENTIFIED AND ARE NOT INCLUDED IN THE TREE RETENTION CALCULATIONS.
6.CONTRACTOR SHALL INSTALL TREES WITH UTILITY SETBACKS AS SPECIFIED IN THE CITY OF
RENTON INTERIM STREET TREE PLANTING STANDARDS AND RECOMMENDED TREE LIST (6'
SETBACK FROM FIRE HYDRANTS AND UNDERGROUND UTILITIES, 10' SETBACK FROM UTILITY
POLES AND DRIVEWAYS, 25' SETBACK FROM STREET LIGHTS. 10' SETBACK IS REQUIRED FROM
ALL STORM DRAINAGE STRUCTURES INCLUDING PIPES, ON SITE AND IN THE R.O.W., PER
RMC 4.4.070.H.6.B.II
THE FOLLOWING TABLE IS PROVIDED FOR LANDSCAPE CALCULATIONS INDICATED IN CITY OF
RENTON MUNICIPAL CODE 4-4-070 LANDSCAPING.
ZONE: CA - COMMERCIAL ARTERIAL
STREET FRONTAGE LANDSCAPE LENGTH = 500 LF
REQUIRED STREET TREES (1 PER 25 LF) = 20*PROVIDED TREES = 16**
PERIMETER PARKING LOT LANDSCAPING (RCMC 4-4-070-H-4)
STREET FRONTAGE LANDSCAPE LENGTH = 487 LF
STREET FRONTAGE LANDSCAPE WIDTH = 10 LF
STREET FRONTAGE LANDSCAPE AREA = 4870 SF
REQUIRED SHRUBS (1 PER 20 SF ) = 244 PROVIDED SHRUBS =244
REQUIRED TREES (1 PER 30 LF) = 17* PROVIDED TREES = 14**
INTERIOR PARKING LOT LANDSCAPING (RCMC 4-4-070-H-5)
STALLS PROVIDED = 104
LANDSCAPE AREA REQ'D @ 25 SF PER SPACE =2,475 SF AREA PROVIDED =2,531 SF
REQUIRED SHRUBS (1 PER 20 SF ) = 124 PROVIDED SHRUBS = 124
REQUIRED TREES (1 PER 6 PARKING SPACES) = 17 PROVIDED TREES = 17
NOTE*: PER CITY OF RENTON, D-18 SUPPLEMENTAL, INTERIM STREET TREE PLANTING
STANDARDS AND RECOMMENDED TREE LIST
NOTE**: NUMBER OF TREES REDUCED DUE TO TREE UTILITY CONFLICTS, SEE NOTE #6 THIS
SHEET.
DATE: March 19, 2019 FILENAME: \\ahbl.com\data\Projects\2019\2190112\40_LAN\CAD\2190112-SH_LND.dwg
LANDSCAPE & TREE
RETENTION PLAN
NOTES
LIMITS OF LANDSC
A
P
E
W
O
R
K
THIS AREA TO
REMAIN
UNDISTURBED
THIS AREA TO
REMAIN
UNDISTURBED
UNKNOWN 18"
UNKNOWN 12"
UNKNOWN 14"
UNKNOWN 8"
UNKNOWN 10"
UNKNOWN 10"
UNKNOWN 12"
(1 OF 6) TREES TO REPLACE
REMOVED SIGNIFICANT TREES.
TREE TO
REMAIN
EXISTING TREE TO REMAIN
EXISTING TREE TO BE REMOVED
LEGENDLIMITS OF LANDSCAPE WORKLIMITS OF LANDSCAPE WORK(1 OF 6) TREES TO REPLACE
REMOVED SIGNIFICANT TREES.
(2 OF 6) TREES TO REPLACE
REMOVED SIGNIFICANT TREES.
(2 OF 6) TREES TO REPLACE
REMOVED SIGNIFICANT TREES.
LANDSCAPE DATA TABLE
UTILITY POLE
L1.1
1 4
EXHIBIT 5
RECEIVED
03/20/2019 jding
PLANNING DIVISION
DocuSign Envelope ID: B761902A-805D-4E2F-96AD-5D0699C07F06
IN COMPLIANCE WITH CITY OF RENTON STANDARDSAAANNNNNNN
COMPTON LUMBER RENTON
A-NNNNNNN
TEL FAX www.ahbl.com WEBTELFAXwww.ahbl.com WEBTELFAXwww.ahbl.com WEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
TACOMA SEATTLE SPOKANE TRI-CITIESSTIN
G
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ONCRA IG D . A NDE
R
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ENNO.
0
05 EX P .0 3 /1 4 /2020ATEO F W A S H
LANDS
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A P E A R C H ITECT03.14.2019
PRELIMINARY
NOT FOR CONSTRU
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DATE: March 19, 2019 FILENAME: \\ahbl.com\data\Projects\2019\2190112\40_LAN\CAD\2190112-SH_LND.dwg
PLANTING SCHEDULE
& DETAILS
TREES BOTANICAL NAME COMMON NAME CONT CAL SIZE QTY
ACER RUBRUM `BOWHALL`BOWHALL MAPLE B&B 2" CAL 4
AMELANCHIER X GRANDIFLORA `AUTUMN BRILLIANCE``AUTUMN BRILLIANCE` SERVICEBERRY B&B 2" CAL 16
CARPINUS BETULUS `FRANZ FONTAINE`FRANZ FONTAINE HORNBEAM B&B 2" CAL 12
PARROTIA PERSICA `VANESSA`PERSIAN PARROTIA B&B 2" CAL 14
PINUS FLEXILIS `VANDERWOLF`S PYRAMID`VANDERWOLF`S PYRAMID PINE B&B 8` MIN.1
ULMUS X `NEW HORIZON`NEW HORIZON ELM B&B 2" CAL 12` MIN.6
CLEAR TRURK TO 8`
SHRUBS BOTANICAL NAME COMMON NAME CONT SPACING QTY
CALAMAGROSTIS X ACUTIFLORA `AVALANCHE`FEATHER REED GRASS 2 GAL 36" o.c.211
JUNIPERUS SABINA `BUFFALO`BUFFALO JUNIPER 3 GAL 72" o.c.81
NANDINA DOMESTICA `NANA`DWARF SACRED BAMBOO 2 GAL 36" o.c.31
PHYSOCARPUS OPULIFOLIUS `DART`S GOLD`YELLOW NINEBARK 3 GAL 60" o.c.44
PINUS MUGO `MOPS`MUGO PINE 3 GAL 48" o.c.83
RHUS AROMATICA `GRO-LOW`GRO-LOW FRAGRANT SUMAC 2 GAL 72" o.c.45
GROUND COVERS BOTANICAL NAME COMMON NAME CONT SPACING QTY
ARCTOSTAPHYLOS UVA-URSI `EMERALD CARPET`EMERALD CARPET MANZANITA 1 GAL 36" o.c.3,258 SF
MULCH INORGANIC RIVER ROCK RIVER ROCK MULCH 3/4" TO 2" NATIVE RIVER ROCK MIX 487 SF
TURF GRASS HYDROSEED HYDROSEED 3,805 SF
PLANT SCHEDULE
1.SEEDS TO BE DELIVERED TO THE JOB SITE IN UNOPENED BAGS BEARING THE SEED SUPPLIER'S TAG SHOWING
THE PROPORTIONS AND MIX COMPONENTS OF THE SEED CONTAINED IN EACH BAG INCLUDING THE AREA TO BE
COVERED BY THE SEED CONTAINED IN EACH BAG.
2.PROVIDE FRESH, CLEAN, NEW-CROP SEED COMPLYING WITH TOLERANCE OF PURITY AND GERMINATION
ESTABLISHED BY THE OFFICIAL SEED ANALYSIS OF NORTH AMERICA. PROVIDE SEED MIXTURE COMPOSED OF
GRASS SPECIES AND PERCENTAGES AS SPECIFIED BY SEED MANUFACTURER OR SUPPLIER.
3.TURF GRASS SEED MIX: PROVIDE MIXTURE COMPOSED OF GRASSES IN THE FOLLOWING AMOUNTS:
3.1.1.SPECIES PERCENTAGE
PERENNIAL RYEGRASS 60%
HARD FESCUE 60%
KENTUCKY BLUEGRASS 20%
4.FERTILIZER:PER SEED SUPPLIER'S RECOMMENDATIONS.
5.ALL SEEDING OF SLOPES SHALL BE INSTALLED WITH AN APPROVED TACKIFIER OR EQUIVALENT.
6.SEED DURING THE FALL WHEN RAINS ARE EXPECTED AT MANUFACTURER'S OR SUPPLIERS RECOMMENDED
TIMES AND RATES.
HYDROSEED NOTES
ROOT FLARE MUST BE VISIBLE. TREES
WITHOUT VISIBLE ROOT FLARE SHALL
BE REJECTED BEFORE PLANTING.
PLACE ROOT FLARE LEVEL OR 1"
ABOVE FINISH GRADE. DO NOT COVER
ROOT FLARE WITH SOIL OR MULCH.
REMOVE WIRE AND BURLAP TO
BOTTOM OF ROOT BALL AFTER
SETTING IN PIT
PLACE ROOT BALL ON UNDISTURBED
SOIL TO REDUCE SETTLING
TAMP SOIL AROUND ROOT BALL
FIRMLY W/ FOOT PRESSURE SO THAT
THE ROOT BALL DOES NOT SHIFT
3X ROOT BALL DIA. MIN.
EQ.EQ.
4" CLR. MIN.
DIG PIT SHALLOW AND WIDE
TREE PLANTING
NTS
1 P C20
NOTES:
1. ALIGN STAKES PERPENDICULAR OR PARALLEL TO CURB & SIDEWALK,
WHICHEVER IS CLOSER TO WIND DIRECTION.
2. SEE PLANTING NOTES & SPECIFICATIONS (IF PROVIDED) FOR MORE
INFORMATION
:,ND D,5ECT,2N
PLAN5' MIN.2' MIN."CHAIN-LOCK" RUBBER GUY
TIES OR APPROVED EQUAL.
2X2 HARDWOOD STAKES. DRIVE
STAKE OUTSIDE OF ROOTBALL.
(2) STAKES PER TREE.
TREE TRUNK
GUYLINE
STAKE
MULCH. DO NOT PLACE MULCH
AGAINST TRUNK.
522T %ALL
DECIDUOUS TREE PLANTING
NTS
3"-4" HIGH WATERING RING
DIG PIT SHALLOW AND WIDE
3X ROOTBALL DIA.
2 P C20
FINISH GRADE AT LAWN AREA
OR PLANTING BED.
REMOVE EXCESS SOIL THAT MAY
HAVE ACCUMULATED ABOVE THE
TRUNK FLARE PRIOR TO DIGGING
AT NURSERY.
TRUNK FLARE (SET AT 1" ABOVE
FINISHED GRADE)
PRUNE ANY GIRDLING OR
ADVENTITIOUS ROOTS PRIOR TO
BACKFILLING.
REMOVE WIRE BASKET (NO
EXCEPTIONS) AND ANY OTHER
SYNTHETIC MATERIAL FROM
ROOTBALL. CUT BACK AND REMOVE
BURLAP FROM TOP AND SIDE OF
ROOTBALL.
SET BALL ON COMPACTED SOIL
MOUND TO PREVENT SETTLING.
NOTES:
1.TREES PLANTED TOO DEEP WITHOUT EXPOSING ROOT FLARE WILL BE REJECTED AND
SHALL BE REMOVED AND REPLANTED AT PROPER DEPTH.
2.REPLACEMENT OF REJECTED TREES WILL BE DONE AT THE CONTRACTOR'S EXPENSE.
ROOTBALL
NTS
3 P C20
2X THE SIZE
OF ROOTBALL6"VARIESLIGHTLY COMPACTED SOIL
MIX, WATER THOROUGHLY
BACKFILL WITH SOIL
MIX AND WATER IN
FORM CONTINUOUS
3" HIGH WATER BASIN
BERM
MULCH. DO NOT COVER
TRUNK OR STEMS.
ROOT COLLAR OF SHRUB
SHALL NOT BE COVERED
WITH SOIL OR MULCH.
EXPOSE ROOT COLLAR
FOR INSPECTION BY L.A.
FINISHED
GRADE
REMOVE CONTAINER /
BURLAP AND WIRE
BASKET FROM TOP AND
SIDES OF ROOTBALL
3X THE SIZE
OF ROOTBALL
SHRUB PLANTING
NTS
4 P C20
L2.1
2 4
DocuSign Envelope ID: B761902A-805D-4E2F-96AD-5D0699C07F06
IN COMPLIANCE WITH CITY OF RENTON STANDARDSAAANNNNNNN
COMPTON LUMBER RENTON
A-NNNNNNN
TEL FAX www.ahbl.com WEBTELFAXwww.ahbl.com WEBTELFAXwww.ahbl.com WEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
TACOMA SEATTLE SPOKANE TRI-CITIESSTIN
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ONCRA IG D . A NDE
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ENNO.
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05 EX P .0 3 /1 4 /2020ATEO F W A S H
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PRELIMINARY
NOT FOR CONSTRU
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DATE: March 19, 2019 FILENAME: \\ahbl.com\data\Projects\2019\2190112\40_LAN\CAD\2190112-SH_LND.dwg
IRRIGATION NOTES &
DETAILS6'-0''ELECTRIC AUTOMATIC
CONTROLLER AS SPECIFIED.
WALL MOUNTED BRACED PER
MANUFACTURER (SEE
IRRIGATION PLAN FOR
LOCATION)
2" DIA. SCH. 40 PVC CONDUIT WITH
LONG SWEEP ELL FOR UF DIRECT
BURIAL WIRES TO VALVES.
ALLOW A MAXIMUM OF 24 WIRES
PER CONDUIT
1'' METAL CONDUIT
WITH LONG SWEEP ELL
FOR 110V POWER
SOURCE AS PER
ELECTRICAL CODES
FINISHED FLOOR. EXTEND
CONDUIT 18" BEYOND FOOTING.
8 FT. COPPER
GROUND AS PER
LOCAL CODE
18" MIN.CONTROLLER WALL MOUNT
NTS
1 P C20
IRRIGATION MAINLINE
ISOLATION VALVES
QUICK COUPLER
ISOLATION GATE VALVE
IRRIGATION METER,
SEE CIVIL PLANS
MANUAL DRAIN VALVE (TYP.)
MUNICIPAL WATER
SUPPLY LINE, SEE CIVIL
PVC MAINLINE, SIZE
AS NECESSARY
DOUBLE CHECK
VALVE ASSEMBLY
W W W W
POC SCHEMATIC
NTS P C202 GATE VALVE
10x16 VALVE BOX W/ EXTENSION(S)
SET FLUSH WITH FINISHED GRADE IN
TURF AREAS, 1" ABOVE FINISH GRADE IN
SHRUBS AREAS
GATE VALVE AS SPECIFIED,
SAME SIZE AS MAINLINE
SCHEDULE 80 NIPPLES
MAINLINE
(2) 2X8X16 SUPPORT BLOCKS
2 CU. FT WASHED DRAIN ROCK
USE TEFLON TAPE ON ALL THREADED CONNECTIONS.
SCHEDULE 80 UNIONS
4 P C20
FINISHED GRADE
PAVING SECTION PER
CIVIL PLANS
COMPACTED BACKFILL
AT 85% DENSITY
(SOIL BACKFILL)
AT 95% DENISTY
(STRUCTURAL)
LATERAL LINE(S)
SLEEVE(S), 2-TIMES
LINE SIZE MIN.
MAIN LINE(S)
VALVE WIRING
PIPE BED MATERIAL TO
BE CLEAN AND FREE OF
ROCK LARGER THAN
1/2-INCH
6" OFFSET12" TYPICAL24" TYPICALBEDMATERIAL4"4"4" MIN.4" MIN.
4" MIN.4" MIN.24" MINIMUMSAND4"4"NOTES:
·DIMENSIONS ARE MINIMUM
CLEARANCES.
·ALL SLEEVING TRENCH BACKFILL
MATERIAL SHALL BE CLASS "B"
OR BETTER (MAX. OF 10%
PASSING NO.40 SCREEN) AND BE
COMPACTED TO MIN. 95%
OPTIMUM DENSITY (MODIFIED
PROCTOR).
·INSTALL METALLIC DETECTABLE
WARNING TAPE 6" ABOVE ALL
MAINLINE.
·DO NOT TAPE OR BUNDLE WIRES
IN SLEEVES.
FINISHED SURFACE
TRENCHING
NTS
5 P C20
POP-UP SPRAY HEAD W/ FLEX JOINT
LATERNAL LINE DEPTH12" MIN.-18" MAX.VARIES6" MAX
1/2"-3/4"HARDSCAPE
SURFACE
NOTE:
USE TEFLON TAPE ON ALL THREADED
FITTINGS
PLASTIC SPRAY NOZZLE
POP UP SPRAY HEAD OR
FLOOD BUBBLER
FINISH GRADE
FLUSH w/ FINISHED GRADE
(TOP OF MULCH) IN BED AREAS
PVC SCH 40 TEE OR ELL
SLIP x FIPT x SLIP
SCH 40 PVC LATERAL
SWING PIPE (FLEXIBLE)
18" LENGTH BY 1/2" DIA.
1/2 INCH MALE NPT x 0.490
INCH BARB ELBOW
6 P C20
10" DIA. VALVE BOX W/
LOCKING LID,
EXTENSIONS (AS REQ'D)
SCH 40 PVC MAIN LINE
SCH 80 PVC ELL OR
TEE W/ REDUCER
SCH 80 3/4" PVC ELLS W/
PVC NIPPLES IN BETWEEN
3/4" SCH 80 PVC STREET
ELL W/ 6" LENGTH OF PVC
PIPE W/ HOLES DRILLED
FOR DRAIN LINE
1/2 CU YD OF WASHED
DRAIN ROCK, WRAP IN
FILTER FABRIC
NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS.
MANUAL DRAIN
VALVE PER PLAN W/
LONG KEY FOR
OPERATION
ALTERNATIVE
OUTFALL
PIPE TO
DRAINAGE
STRUCTURE
OR WATER
COURSE
FINISH GRADE
26" MIN.TYP,SUPPORT VALVE BOX
WITH (4) BRICKS-TYP.
MANUAL DRAIN VALVE
P C207 4" MIN.12" BELOW GRADEREMOTE CONTROL VALVES
NTS
VALVE BOX W/ EXTENSIONS,
SET 2" ABOVE GRADE IN
SHRUBS, FLUSH IN TURF.
WATERPROOF WIRE
CONNECTORS ON 36"
LOOPED WIRES.
REMOTE CONTROL VALVE
TRUE UNION PVC BALL
VALVE WITH SCH. 80
NIPPLES
SCH 80 UNION
LATERAL, 24"
MIN. TO FIRST
FITTING
6X2X16 CONC. BLOCK, ONE PER
CORNER (4 TOTAL)
FILTER FABRIC, WRAP UP ALL
SIDES ABOVE OPENINGS
WASHED DRAIN ROCK SUMP, 2
CUBIC FEET MIN.SCH. 40 RISER
MAINLINE
P C203
L4.1
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DocuSign Envelope ID: B761902A-805D-4E2F-96AD-5D0699C07F06
IN COMPLIANCE WITH CITY OF RENTON STANDARDSAAANNNNNNN
COMPTON LUMBER RENTON
A-NNNNNNN
TEL FAX www.ahbl.com WEBTELFAXwww.ahbl.com WEBTELFAXwww.ahbl.com WEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
TACOMA SEATTLE SPOKANE TRI-CITIESSTIN
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ONCRA IG D . A NDE
R
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ENNO.
0
05 EX P .0 3 /1 4 /2020ATEO F W A S H
LANDS
C
A P E A R C H ITECT03.14.2019
PRELIMINARY
NOT FOR CONSTRU
C
T
I
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DATE: March 19, 2019 FILENAME: \\ahbl.com\data\Projects\2019\2190112\40_LAN\CAD\2190112-SH_LND.dwg
LANDSCAPE &
IRRIGATION NOTES
GENERAL:
1.INSTALL ALL EQUIPMENT PER CITY OF RENTON PLUMBING CODES,
AND APPLICABLE COUNTY, STATE AND FEDERAL CODES.
CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL
PERMITS, TESTS, AND INSPECTIONS REQUIRED FOR THE
IRRIGATION SYSTEM.
2.IRRIGATION DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC.
SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY
AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE.
AVOID ANY CONFLICTS BETWEEN THE IRRIGATION SYSTEM,
PLANTING AND ARCHITECTURAL FEATURES.
3.DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN
ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT
OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE
AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN
CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR
DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE
OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT
THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION
CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY
REVISIONS NECESSARY.
4.IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO
FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION
OF WALLS, RETAINING WALLS, ETC. THE SHALL COORDINATE HIS
WORK WITH THE GENERAL CONTRACTOR AND OTHER
SUBCONTRACTORS FOR THE LOCATION AND THE INSTALLATION OF
PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING,
STRUCTURES, ETC.
5.SEE PLUMBING AND ELECTRICAL DRAWINGS TO VERIFY UTILITY
LOCATIONS. IF UTILITIES ARE DAMAGED IN THE COURSE OF WORK,
CONTRACTOR SHALL INFORM THE GENERAL CONTRACTOR AND LA,
AND MAKE ANY REPAIRS REQUIRED, AT NO COST TO THE OWNER.
6.NOTIFY LANDSCAPE ARCHITECT OF ANY ASPECTS OF LAYOUT
THAT WILL PROVIDE INCOMPLETE OR INSUFFICIENT WATER
COVERAGE OF PLANT MATERIAL AND DO NOT PROCEED UNTIL
THEIR INSTRUCTIONS ARE OBTAINED.
7.INSTALLER SHALL BE RESPONSIBLE FOR KEEPING EXACT
ACCURATE NOTES AND "AS-BUILTS" FOR THE CREATION OF THE
"RECORD DRAWINGS" OF THE INSTALLED SYSTEM.
8.CONTRACTOR SHALL WARRANTY THE IRRIGATION SYSTEM IN
EVERY DETAIL FOR A ONE YEAR PERIOD FOLLOWING THE DATE OF
ACCEPTANCE. CONTRACTOR SHALL PROVIDE SPRING START-UP
AND WINTERIZATION FOR THE FIRST YEAR.
PIPING:
1.FOR PVC MAIN LINE PIPING INSIDE SLEEVES USE 1120-315 PSI PVC
PLASTIC PIPE WITH SCHEDULE 40 PVC COUPLINGS.
2.IN ADDITION TO THE SLEEVES AND CONDUITS SHOWN ON THE
DRAWINGS, THE IRRIGATION CONTRACTOR SHALL BE
RESPONSIBLE FOR THE INSTALLATION OF REQUIRED SLEEVES AND
CONDUITS OF SUFFICIENT SIZE UNDER ALL PAVED AREA
CROSSINGS.
3.ALL LATERAL PIPING BENEATH PAVED AREAS SHALL BE SCHEDULE
40 PVC PIPE.
4.WHERE IT IS NECESSARY TO EXCAVATE ADJACENT TO EXISTING
TREES, THE CONTRACTOR SHALL USE ALL POSSIBLE CARE TO
AVOID INJURY TO TREES, AND TREE ROOTS. EXCAVATION IN
AREAS WHERE 2 INCH AND LARGER ROOTS OCCUR SHALL BE DONE
BY HAND. ROOTS 2 INCHES AND LARGER IN DIAMETER SHALL BE
WRAPPED IN A PLASTIC BAG AND SECURED WITH A RUBBER BAND.
TRENCHES ADJACENT TO TREE SHOULD BE CLOSED WITHIN 24
HOURS; WHERE THIS IS NOT POSSIBLE, THE SIDE OF THE TRENCH
ADJACENT TO THE TREE SHALL BE KEPT SHADED WITH BURLAP OR
CANVAS.
BACKFLOW PREVENTION ASSEMBLY:
1.THE BACKFLOW DEVICE SHALL BE INSTALLED ACCORDING TO
LOCAL WATER PURVEYOR, HEALTH DEPARTMENT, STATE, AND
FEDERAL REQUIREMENTS.
2.INSTALL BACKFLOW ASSEMBLY IN CENTER OF VALVE BOX. ALLOW
ADEQUATE ROOM (6-8" PREFERABLY) ON BOTH SIDES OF
ASSEMBLY FOR ACCESS.
3.STACKED VAULT BOXES MUST BE PERMANENTLY FASTENED
TOGETHER.
4.SUPPORT ALL DOUBLE CHECK ASSEMBLIES 1.5" IN SIZE AND
GREATER. SUPPORTS SHALL NOT INTERFERE WITH MAINTENANCE
OR NORMAL OPERATION OF THE ASSEMBLY.
5.FLUSH LINES THOROUGHLY BEFORE INSTALLING ASSEMBLY.
6.WHERE DISTANCE BETWEEN WATER METER OR TAP AND
BACKFLOW DEVICE IS GREATER THAN 10', ALL EXPOSED PIPING
SHALL BE STENCILED "FEED LINE TO BACKFLOW PREVENTER - DO
NOT TAP" AT 5' INTERVALS.
7.IRRIGATION CONTRACTOR TO COORDINATE WITH RENTON WATER
DEPARTMENT FOR PRE-INSTALLATION REQUIREMENTS, MUNICIPAL
INSTALLATION, INSPECTION AND TESTING OF BACKFLOW
PREVENTION DEVICE.
VALVES:
1.VALVE LOCATIONS SHOWN ARE DIAGRAMMATIC. INSTALL IN
GROUND COVER/SHRUB AREAS WHERE POSSIBLE.
2.INSTALL VALVE BOXES MINIMUM 12" FROM AND PERPENDICULAR
TO WALK, CURB, LAWN, BUILDING OR LANDSCAPE FEATURE. AT
MULTIPLE VALVE BOX GROUPS, EACH BOX SHALL BE AN EQUAL
DISTANCE FROM THE WALK, CURB, LAWN, ETC. AND EACH BOX
SHALL BE MINIMUM 12" APART. SHORT SIDE OF VALVE BOXES
SHALL BE PARALLEL TO WALK, CURB, LAWN, ETC.
3.LOCATE QUICK COUPLING VALVE 12" FROM HARDSCAPE AREA AND
NO FURTHER THAN 100' APART.
CONTROLLER & WIRING:
1.ELECTRICAL CONTRACTOR TO SUPPLY 120 VAC (2.5 AMP) SERVICE
TO CONTROLLER LOCATION. IRRIGATION CONTRACTOR TO MAKE
FINAL CONNECTION FROM ELECTRICAL STUB-OUT TO
CONTROLLER.
2.EACH CONTROLLER SHALL HAVE ITS OWN INDEPENDENT GROUND
WIRE.
3.REMOTE CONTROL VALVES SHALL BE WIRED TO CONTROLLER IN
SEQUENCE AS SHOWN ON PLANS. RUN WIRE FROM EACH RCV TO
THE CONTROLLER. SPLICING WIRES TOGETHER OUTSIDE OF
VALVE BOXES WILL NOT BE PERMITTED. SPLICING OF 24-VOLT
WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. LEAVE
A 24" COIL OF EXCESS WIRE AT EACH SPLICE AND 100 FEET ON
CENTER ALONG WIRE RUN. TAPE WIRE IN BUNDLES 10 FEET ON
CENTER. NO TAPING PERMITTED INSIDE SLEEVES.
4.SPLICE CONTROL WIRES USING 3M-DBY, OR APPROVED SPLICE
KITS, AND PROVIDE A 24" EXPANSION LOOP FOR ALL CONTROL
WIRES.
5.INSTALL A SPARE CONTROL WIRE OF A DIFFERENT COLOR ALONG
THE ENTIRE MAIN LINE. LOOP 36" EXCESS WIRE INTO EACH SINGLE
VALVE BOX AND INTO ONE VALVE BOX IN EACH GROUP OF VALVES.
SPRINKLERS:
1.ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH
GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE
DESIGNATED ON THE PLANS.
2.IN LOCATIONS WHERE LOW HEAD DRAINAGE WILL CAUSE EROSION
AND EXCESS WATER, USE POP-UP SPRINKLER MODELS WITH
INTEGRAL CHECK VALVE OR CHECK VALVE ON SHRUB RISERS IN
LIEU OF SCHEDULE 80 COUPLING.
3.THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL
SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO
PREVENT OVERSPRAY ONTO WALKS, ROADWAYS AND/OR
BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE
SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE
CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH
VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH
SYSTEM.
4.WHEN VERTICAL OBSTRUCTIONS (STREET LIGHTS, TREES, FIRE
HYDRANTS, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE
HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION
CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY
INSTALLING A QUARTER, THIRD OR HALF CIRCLE HEAD AT THE
SIDES OF THE OBSTRUCTION SO AS TO PROVIDE PROPER
COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO
ADDITIONAL COST TO THE OWNER.
OPERATION:
1.IRRIGATION CONTRACTOR SHALL INSTALL PROVISIONS FOR
WINTERIZATION BY PROVIDING BOTH MANUAL DRAINS AT ALL LOW
POINTS (AUTOMATIC DRAIN VALVES ARE NOT PERMITTED) AND A
MEANS TO BLOW OUT IRRIGATIONS SYSTEM PIPES WITH
PRESSURIZED AIR. SLOPE PIPE AT 1/2" MIN. TO DRAINS.
PRESSURIZED AIR NOT TO EXCEED 20 PSI ON DRIP IRRIGATION
LINES.
2.OPERATE IRRIGATION CONTROLLER(S) BETWEEN THE HOURS OF
10:00 PM AND 5:00 AM TO MINIMIZE CONFLICTS WITH PEDESTRIANS
AND VEHICULAR PARKING OR TRAFFIC.
3.INSTALL AIR RELIEF VALVES PER MANUFACTURER'S
RECOMMENDATIONS, IN CONTROL VALVE BOXES.
4.INSTALL DRIP LINES ACCORDING TO MANUFACTURER'S
INSTRUCTIONS. NO DRIP TUBING SHALL BE LEFT EXPOSED.
IRRIGATION SPECIFICATIONS
SITE PREPARATION
1.SEE CIVIL DRAWINGS FOR GRADING, AND UTILITY LOCATIONS AND
DIMENSIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR
CONFIRMING LOCATION OF ALL UTILITIES. CALL FOR UTILITY
LOCATIONS PRIOR TO DEMOLITION. CONSULT WITH ARCHITECT
AND/ OR GENERAL CONTRACTOR PRIOR TO DEMOLITION.
2.CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF
ANY DISCREPANCIES FOUND IN PLANS OR DEVIATIONS FROM
DOCUMENTED ON-SITE CONDITIONS. FAILURE TO NOTIFY THE
OWNER'S REPRESENTATIVE IN A TIMELY MANNER SHALL RESULT IN
CONTRACTOR ASSUMING RESPONSIBILITY FOR COSTS
ASSOCIATED WITH ANY AND ALL REMEDIAL MEASURES REQUIRED.
3.CONTRACTOR AND ALL SUBCONTRACTORS SHALL CONFORM TO
ALL STATE AND/OR LOCAL CODES.
4.CONTRACTOR SHALL INSTALL ALL PRODUCTS PER
MANUFACTURERS SPECIFICATIONS.
5.IF UTILITIES ARE ENCOUNTERED, CONTRACTOR SHALL PROMPTLY
INFORM BUILDING REPRESENTATIVE AND OWNER'S
REPRESENTATIVE AND REPAIR ANY DAMAGES.
6.CONTRACTOR AND ALL SUBCONTRACTORS SHALL CLEAN UP ALL
DEBRIS AND LEAVE SITE IN A NEAT AND ORGANIZED CONDITION
DAILY. CONTRACTOR SHALL CLEAN ADJACENT SURFACES DAILY AS
NECESSARY (COORDINATE WITH GENERAL CONTRACTOR FOR
APPROVAL) DAILY.
7.CONTRACTOR SHALL SUBMIT LANDSCAPE PROJECT SCHEDULE TO
LANDSCAPE ARCHITECT (L.A.), A MINIMUM OF 4 WEEKS PRIOR TO
START OF ANY LANDSCAPE WORK.
BULK MATERIALS:
1.DO NOT DUMP OR STORE BULK MATERIALS NEAR STRUCTURES,
UTILITIES, WALKWAYS AND PAVEMENTS OR ON EXISTING TURF
AREAS OR PLANTS.
2.PROVIDE EROSION-CONTROL MEASURES TO PREVENT EROSION
OR DISPLACEMENT OF BULK MATERIALS, DISCHARGE OF
SOIL-BEARING WATER RUNOFF, AND AIRBORNE DUST REACHING
ADJACENT PROPERTIES, WATER CONVEYANCE SYSTEMS, OR
WALKWAYS.
3.DO NOT MOVE OR HANDLE MATERIALS WHEN THEY ARE
SATURATED OR FROZEN.
PLANTING SOIL:
1.LANDSCAPE AREAS SHALL BE DEEP TILLED TO A DEPTH OF AT
LEAST 12 INCHES TO FACILITATE DEEP WATER PENETRATION AND
SOIL OXYGENATION.
2.FOR ALL NEWLY LANDSCAPED AREAS, 4 CUBIC YARDS OF
COMPOST PER 1,000 SQUARE FEET OF LANDSCAPE AREA SHALL BE
INCORPORATED TO A DEPTH OF AT LEAST 4 INCHES.
3.FOR ALL NEWLY LANDSCAPED AREAS, INSTALL SANDY LOAM
TOPSOIL. SPREAD TO DEPTHS IN PLAN NOTES, IN ADDITION TO THE
INCORPORATION OF ORGANIC MATTER INTO THE TOP HORIZON OF
THE IMPORTED SOIL.
4.TOPSOIL SHALL BE 3-PART SANDY LOAM TOPSOIL FROM CEDAR
GROVE OR APPROVED ALTERNATE.
4.COMPOST SHALL BE COMPOST MULCH FROM CEDAR GROVE OR
APPROVED EQUAL.
MULCHING:
1.MEDIUM (3-4" SIZE) RED FIR BARK MULCH SHALL BE APPLIED TO
ALL PLANTING AREAS. MULCHES SHALL BE APPLIED TO THE
FOLLOWING DEPTHS: 3 INCHES OVER BARE SOIL, AND 2 INCHES
WHERE PLANT MATERIALS WILL COVER.
2.TOP OF MULCH SHALL BE FLUSH WITH FINISH GRADES. DO NOT
PLACE MULCH WITHIN 2 INCHES OF TRUNKS OR STEMS.
PREPARATION:
1.CLEAN SOIL OF CONCRETE SLURRY, CONCRETE LAYERS OR
CHUNKS, CEMENT, PLASTER, BUILDING DEBRIS, OILS, GASOLINE,
DIESEL FUEL, PAINT THINNER, TURPENTINE, TAR, ROOFING
COMPOUND, ACID AND OTHER EXTRANEOUS MATERIALS THAT ARE
HARMFUL TO PLANT GROWTH.
PLACING MANUFACTURED PLANTING TOPSOIL OVER EXPOSED
SUBGRADE:
1.TILL SUBGRADE TO A MINIMUM DEPTH OF 12" INCHES. REMOVE
STONES LARGER THAN 1-1/2 INCHES IN ANY DIMENSION AND
STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATTER AND
LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY.
2.APPLY, ADD SOIL AMENDMENTS, AND MIX APPROXIMATELY HALF
THE THICKNESS OF TOPSOIL OVER PREPARED, LOOSENED
SUBGRADE. MIX THOROUGHLY INTO TOP 4 INCHES OF SUBGRADE.
SPREAD REMAINDER OF TOPSOIL.
3.SPREAD UNAMENDED SOIL TO TOTAL DEPTH REQUIRED TO MEET
FINISH GRADES AFTER NATURAL SETTLEMENT. DO NOT SPREAD IF
SOIL OR SUBGRADE IS FROZEN, MUDDY, OR EXCESSIVELY WET.
4.APPLY AND MIX TOPSOIL IN LIFTS NOT EXCEEDING 8 INCHES IN
LOOSE DEPTH FOR MATERIAL COMPACTED BY COMPACTION
EQUIPMENT, AND NOT MORE THAN 6 INCHES IN LOOSE DEPTH FOR
MATERIAL COMPACTED BY HAND-OPERATED TAMPERS.
PROTECTION:
1.IF PLANTING SOIL OR SUBGRADE IS OVERCOMPACTED, DISTURBED,
OR CONTAMINATED BY FOREIGN OR DELETERIOUS MATERIALS OR
LIQUIDS, REMOVE THE PLANTING SOIL AND CONTAMINATION,
RESTORE THE SUBGRADE AS DIRECTED BY LANDSCAPE
ARCHITECT AND REPLACE CONTAMINATED PLANTING SOIL WITH
NEW PLANTING SOIL.
2.REMOVE SURPLUS SOIL AND WASTE MATERIAL INCLUDING EXCESS
SUBSOIL, UNSUITABLE MATERIALS, TRASH, AND DEBRIS AND
LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY UNLESS
OTHERWISE INDICATED.
PLANT MATERIAL OBSERVATION:
1.DO NOT PRUNE TREES AND SHRUBS BEFORE DELIVERY. PROTECT
BARK, BRANCHES AND ROOT SYSTEMS FROM SUN SCALD, DRYING,
WIND BURN, SWEATING, WHIPPING, AND OTHER HANDLING AND
TYING DAMAGE. PROVIDE PROTECTIVE COVERING OF PLANTS
DURING SHIPPING AND DELIVERY.
PREPARATION:
1.PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND
OTHER FACILITIES AND TURF AREAS AND EXISTING PLANTS FROM
DAMAGE CAUSED BY PLANTING OPERATIONS.
2.LAYOUT PLANTS AT LOCATIONS DIRECTED BY PLAN. STAKE
LOCATIONS OF INDIVIDUAL TREES AND SHRUBS AND OUTLINE
AREAS FOR MULTIPLE PLANTINGS.
3.DELIVERY: DELIVER PLANTS AFTER PREPARATIONS FOR PLANTING
HAVE BEEN COMPLETED AND INSTALL IMMEDIATELY. IF PLANTING
IS DELAYED MORE THAN SIX HOURS AFTER DELIVERY, SET PLANTS
AND TREES IN THEIR APPROPRIATE ASPECT (SUN, FILTERED SUN,
OR SHADE), PROTECT FROM WEATHER AND MECHANICAL DAMAGE,
AND KEEP ROOTS MOIST.
4.FIELD CONDITIONS: VERIFY ACTUAL GRADE ELEVATIONS, SERVICE
AND UTILITY LOCATIONS, IRRIGATION SYSTEM COMPONENTS, AND
DIMENSIONS OF PLANTINGS AND CONSTRUCTION CONTIGUOUS
WITH NEW PLANTINGS BY FIELD MEASUREMENTS BEFORE
PROCEEDING WITH PLANTING WORK.
5.PLANT MATERIAL: FURNISH NURSERY GROWN PLANTS TRUE TO
GENUS, SPECIES, VARIETY, CULTIVARS, STEM FORM, SHEARING,
AND OTHER FEATURES INDICATED ON PLANT SCHEDULE WITH
HEALTHY ROOT SYSTEMS DEVELOPED BY TRANSPLANTING OR
ROOT PRUNING. PROVIDE WELL-SHAPED, FULL-BRANCHED,
HEALTHY, VIGOROUS STOCK, DENSELY FOLIATED WHEN IN LEAF
AND FREE OF DISEASE, PESTS, EGGS, LARVAE AND DEFECTS SUCH
AS KNOTS, SUN SCALD, INJURIES, ABRASIONS AND
DISFIGUREMENT.
6.PRUNING: PRUNE, THIN, AND SHAPE TREES, SHRUBS AND VINES AS
DIRECTED BY LANDSCAPE ARCHITECT.
7.LABELING: LABEL AT LEAST ONE PLANT OF EACH VARIETY, SIZE,
AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG
BEARING LEGIBLE DESIGNATION OF COMMON NAME AND FULL
SCIENTIFIC NAME, INCLUDING GENUS AND SPECIES.
8.IF FORMAL ARRANGEMENTS OR CONSECUTIVE ORDER OF PLANTS
IS INDICATED ON THE THE DRAWINGS, SELECT STOCK FOR
UNIFORM HEIGHT AND SPREAD, AND NUMBER THE LABELS TO
ASSURE SYMMETRY IN PLANTING.
PLANTING:
1.THE CONTRACTOR SHALL VERIFY ALL PLANT MATERIAL
QUANTITIES PRIOR TO INSTALLATION. ANY PLANT MATERIAL
QUANTITIES LISTED ARE FOR THE CONVENIENCE OF THE
CONTRACTOR. ACTUAL NUMBER OF SYMBOLS SHALL HAVE
PRIORITY OVER QUANTITY DESIGNATED. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR COUNTING THE TOTAL NUMBER OF PLANTS
INDICATED ON THE PLANS AND ESTIMATING GROUNDCOVER
QUANTITIES.
2.THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL CONTAINER
OR FIELD GROWN TREES, SHRUBS AND VINES, INCLUDING SEEDED
AND SODDED TURF, HYDROMULCHES AND FLATTED
GROUNDCOVERS. THE CONTRACTOR SHALL ALSO BE
RESPONSIBLE AND PAY FOR: PLANTING OF ALL PLANT MATERIALS;
THE SPECIFIED GUARANTEE OF ALL PLANT MATERIALS; THE
STAKING AND GUYING OF TREES AND THE CONTINUOUS
PROTECTION OF ALL PLANT MATERIALS UPON THEIR ARRIVAL AT
THE SITE.
3.SET OUT AND SPACE GROUND COVER AND PLANTS OTHER THAN
TREES, SHRUBS AND VINES AS INDICATED ON DRAWINGS IN EVEN
ROWS WITH TRIANGULAR SPACING.
4.USE PLANTING SOIL FOR BACKFILL.
5.DIG HOLES LARGE ENOUGH TO ALLOW SPREADING OF ROOTS.
6.WATER THOROUGHLY AFTER PLANTING, TAKING CARE NOT TO
COVER PLANT CROWNS WITH WET SOIL.
7.PROTECT PLANTS FROM HOT SUN AND WIND; REMOVE
PROTECTION IF PLANTS SHOW EVIDENCE OF RECOVERY FROM
TRANSPLANTING SHOCK.
8.THIRTY (30) DAYS AFTER INSTALLATION ALL LANDSCAPE SHALL BE
FERTILIZED WITH BEST FERTILIZER COMPANY 16-6-8 OR
APPROVED EQUAL, APPLIED AT THE RATE OF SIX POUNDS (6 LBS.)
PER 1,000 SQUARE FEET. FERTILIZER APPLICATION SHALL BE
CONTINUED THEREAFTER AT MONTHLY INTERVALS.
9.FERTILIZER TABLETS SHALL BE AGRIFORM, 21 GRAM TABLETS
(20-10-5) IN QUANTITIES AS FOLLOWS:
1 AND 3 GALLON SHRUBS -1
5 GALLON SHRUB AND TREE -3
15 GALLON SHRUB -4
15 GALLON TREE -5
1 PER 4" OF ROOT BALL SIZE
10.PLACE TABLETS AT HALF THE DEPTH OF THE ROOTBALL.
REPAIR AND REPLACEMENT:
1.REPAIR OR REPLACE EXISTING OR NEW TREES AND OTHER PLANTS
THAT ARE DAMAGED BY CONSTRUCTION OPERATIONS, IN A
MANNER APPROVED BY LANDSCAPE ARCHITECT.
CLEANING AND PROTECTION:
1.DURING PLANTING, KEEP ADJACENT PAVING AND CONSTRUCTION
CLEAN AND WORK AREA IN AN ORDERLY CONDITION.
2.REMOVE SURPLUS SOIL AND WASTE MATERIAL INCLUDING EXCESS
SUBSOIL, UNSUITABLE SOIL, TRASH, AND DEBRIS AND LEGALLY
DISPOSE OF THEM OFF OWNER'S PROPERTY.
3.PROTECT PLANTS FROM DAMAGE DUE TO LANDSCAPE
OPERATIONS AND OPERATIONS OF OTHER CONTRACTORS AND
TRADES. MAINTAIN PROTECTION DURING INSTALLATION AND
MAINTENANCE PERIODS.
4.AFTER INSTALLATION AND BEFORE SUBSTANTIAL COMPLETION,
REMOVE NURSERY TAGS, NURSERY STAKES, TIE TAPE, WIRE,
BURLAP, AND OTHER DEBRIS FROM PLANT MATERIAL, PLANTING
AREAS, AND PROJECT SITE.
MAINTENANCE SERVICE:
1.LANDSCAPE CONTRACTOR SHALL PROVIDE MAINTENANCE BY
SKILLED EMPLOYEES OF LANDSCAPE INSTALLER AND MAINTAIN
THE PLANT MATERIAL, IRRIGATION SYSTEM AND KEEP PLANTED
AREAS WEED FREE. BEGIN MAINTENANCE IMMEDIATELY AFTER
PLANTS ARE INSTALLED AND CONTINUE UNTIL PLANTINGS ARE
ACCEPTABLY HEALTHY AND WELL ESTABLISHED AND
THROUGHOUT WARRANTY PERIOD.
WARRANTY:
1.INSTALLER AGREES TO REPAIR OR REPLACE PLANTINGS AND
ACCESSORIES THAT FAIL IN MATERIALS, WORKMANSHIP, OR
GROWTH WITHIN SPECIFIED WARRANTY PERIOD. WARRANTY
PERIOD TO BE FOR 12 MONTHS FROM DATE OF UNTIL FINAL
ACCEPTANCE IS RECEIVED IN WRITING FROM THE OWNERS
REPRESENTATIVE.
LANDSCAPE SPECIFICATIONS
L5.1
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DocuSign Envelope ID: B761902A-805D-4E2F-96AD-5D0699C07F06
10' BUILDING
SETBACK
EXISTING
WETLAND
BOUNDARY
COVERED
LUMBER
SALES
NEW DRIVEWAY APPROACH
NEW DRIVEWAY
APPROACH
T
EAST VALLEY ROADEAST VALLEY ROADSW 27TH ST56.25' WETLAND
BUFFER
PROPOSED
BUILDING
26'
26'
26'
18'26'
R25'
R25'
9'
7'(TYP)
(TYP)
(TYP)
(TYP)
(TYP)
9'(TYP)
(TYP)
PARCEL
BOUNDARY LINE
LUMBER
RACKS
PARCEL BOUNDARY
LINE
S89° 45' 25"E
406.80'
S89° 39' 04"E
167.06'S1° 49' 52"W108.04'S89° 39' 04"E
452.25'S1° 49' 52"W658.54'S89° 45' 25"E
361.01'S1° 49' 52"W658.54'S89° 45' 25"E
321.19'S9° 28' 54"E628.23'MATCH
EXISTING
MATCH
EXISTING
10'
BUILDING
SETBACK
15'
BUILDING
SETBACK
EXISTING BUILDING
TO BE REMOVED
EXISTING BUILDING
TO BE REMOVED
EXISTING BUILDING
TO BE REMOVED
R4.5'
PEDESTRIAN
WALKING PATH
ROOF
OVERHANG
8'
10'
3'
8'
6'
MATCH
EXISTING
NEW DRIVEWAY
APPROACH
NEW DRIVEWAY
APPROACH
LEGEND
EXISTING PROPOSED
TAX PARCEL NUMBER:
PROJECT ADDRESS:
ZONING:
JURISDICTION:
PARCEL ACREAGE:
3023059099
2980 EAST VALLEY RD
RENTON, WA 98057
CA
CITY OF RENTON
80,199 S.F.
LEGAL DESCRIPTION
BASIS OF BEARING
VERTICAL DATUM
PROJECT INFORMATION
IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET
IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT
SECTION 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR
ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND AHBL ASSUMES NO
RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE
REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT,
CHAPTER 49.17 RCW.
THE LOCATIONS OF EXISTING UNDERGROUND
UTILITIES ARE APPROXIMATE ONLY AND HAVE
NOT BEEN INDEPENDENTLY VERIFIED BY THE
OWNER OR ITS REPRESENTATIVE. THE
CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES BEFORE
COMMENCING WORK AND AGREES TO BE FULLY
RESPONSIBLE FOR ANY AND ALL DAMAGES THAT
HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO
LOCATE EXACTLY AND PRESERVE ANY AND ALL
UNDERGROUND UTILITIES. AHBL ASSUMES NO
LIABILITY FOR THE LOCATION OF UNDERGROUND
UTILITIES.
FILL MATERIAL SHALL NOT CONTAIN PETROLEUM
PRODUCTS, OR SUBSTANCES WHICH ARE
HAZARDOUS, DANGEROUS, TOXIC, OR WHICH
OTHERWISE VIOLATE ANY STATE, FEDERAL, OR
LOCAL LAW, ORDINANCE, CODE, REGULATION,
RULE, ORDER, OR STANDARD.
UTILITY NOTE
FILL SPECIFICATION
TRENCH NOTE
THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS
HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY
OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL CANNOT
ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF
THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN
INCORPORATED INTO THESE DRAWINGS AS A RESULT.
TOPOGRAPHIC NOTE
N GRAPHIC SCALE
0 40 80
1" = 40 FEET
20
ARCHITECT:
SURVEYOR:
AHBL
2215 N 30TH ST
TACOMA, WA 98403
PHONE: 253.383.2422
CONTACT: DEAN ROBINSON, PLS
RONHOVDE ARCHITECTS LLC
14900 INTERURBAN AVE S, SUITE 138
TUKWILA, WA 98168
CONTACT: LES SEIFERT
PHONE: 206.859.5500
EMAIL: les@ronhovdearchitects.com
OWNER/APPLICANT:
COMPTON LUMBER CO
3847 1ST AVE S
SEATTLE WA 98134
GEOTECHNICAL ENGINEER:
TERRA ASSOCIATES, INC.
1220 113TH AVENUE NE, STE. 130
KIRKLAND, WA 98034
PHONE: 425.821.7777
CONTACT: TED SCHEPPER
EMAIL: TSCHEPPER@TERRA-ASSOCIATES.COM
3023059091
2990 EAST VALLEY RD
RENTON, WA 98057
CA
CITY OF RENTON
18,042 S.F.
3023059098
2960 EAST VALLEY RD
RENTON, WA 98055
CA
CITY OF RENTON
88,299 S.F.
3023059096
2940 EAST VALLEY RD
RENTON, WA 98057
CA
CITY OF RENTON
68,220 S.F.
PER FIRST AMERICAN TITLE COMPANY
ORDER NO. NCS-827513-WA1 DATED DECEMBER 8, 2016
PARCEL A:
THE NORTH 200 FEET OF THAT PORTION OF THE NORTH HALF OF THE
SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 30,
TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON,
LYING WEST OF PRIMARY STATE HIGHWAY NO. 5 AS ESTABLISHED BY DEED
RECORDED UNDER RECORDING NO. 5346369;
EXCEPT THE WEST 30 FEET THEREOF CONVEYED TO THE STATE OF
WASHINGTON FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING
NO. 1079782.
PARCEL B:
THE SOUTH 230 FEET OF THE NORTH 430 FEET OF THAT PORTION OF THE
NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF
SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY,
WASHINGTON, LYING WEST OF PRIMARY STATE HIGHWAY NO. 5 AS
ESTABLISHED BY DEED RECORDED UNDER RECORDING NO. 5346369;
EXCEPT THE WEST 30 FEET THEREOF CONVEYED TO THE STATE OF
WASHINGTON FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING
NO. 1079782.
PARCEL C:
THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST
QUARTER OF SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING
COUNTY, WASHINGTON, LYING WEST OF PRIMARY STATE HIGHWAY NO. 5 AS
ESTABLISHED BY DEED RECORDED UNDER RECORDING
NO.5346369;
EXCEPT THE WEST 30 FEET THEREOF CONVEYED TO THE STATE OF
WASHINGTON FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING
NO. 1079782;
AND EXCEPT THE NORTH 430 FEET THEREOF;
AND EXCEPT THE EAST 167 FEET OF THE WEST 197 FEET OF THE SOUTH 108
FEET OF SAID NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST
QUARTER OF SAID SECTION.
PARCEL D:
THE EAST 167 FEET OF THE WEST 197 FEET OF THE SOUTH 108 FEET OF THE
NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF
SECTION 30, TOWNSHIP 23 NORTH, RANGE
5 EAST, W.M., IN KING COUNTY, WASHINGTON.
NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED
GPS OBSERVATIONS USING WSRN AND GEOID 2012A.
VERIFIED CITY OF RENTON 230
(CASE MONUMENT AT S 23RD ST AND WILLIAMS AVE CUL DE SAC)
ELEV: 230.75
NAD 1983
WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS
OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF
MEASUREMENT ARE US SURVEY FEET.
VERIFIED CITY OF RENTON 230
(CASE MONUMENT AT S 23RD ST AND WILLIAMS AVE CUL DE SAC)
P
T
W
W
FOUND MONUMENT AS NOTED
NAIL AND WASHER
SET REBAR AND CAP
FOUND PROPERTY CORNER
BOLLARD
MAIL BOX
SIGN AS NOTED
SOIL BORE
SANITARY SEWER CLEANOUT
SANITARY SEWER MANHOLE
STORM CLEANOUT
STORM CATCH BASIN
STORM MANHOLE
GAS VALVE
UTILITY POWER POLE
JUNCTION BOX
POWER MANHOLE
POWER METER
LUMINAIRE
COMMUNICATIONS MANHOLE
TELEPHONE RISER
TELEPHONE VAULT
BLOW OFF VALVE
FIRE HYDRANT
HOSE BIB
IRRIGATION CONTROL VALVE
WATER METER
WATER MANHOLE
POST INDICATOR VALVE
WATER VALVE
WATER VAULT
U-UNKNOWN
DECIDUOUS TREE
POWER VAULT
HB
STORM LINE
SEWER LINE
WATER LINE
GAS LINE
ELECTRICAL LINE
COMMUNICATION LINE
OVERHEAD UTILITIES
FENCE
ASPHALT
CONCRETE
WETLAND
FIRE SERVICE LINE
ROOF DRAIN LINE
SW 27TH ST
E VALLEY RDSW 23RD ST
OAKESDALE AVE SWLIND AVE SWHIGHWAY 167515
515
TALBOT RD SS 23RD ST
S 31ST ST
SITE
N
VICINITY MAP
SCALE: 1" = 1/4 MILE (1320')
AHBL, INC.
2215 NORTH 30TH STREET - SUITE 300
TACOMA, WA 98403
PHONE: 253.383.2422
CONTACT: TODD SAWIN, P.E.
EMAIL: TSAWIN@AHBL.COM
CIVIL ENGINEER:
LANDSCAPE AREA
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SOUNDVIEW CONSULTANTS LLC
2907 HARBORVIEW DRIVE, SUITE D
GIG HARBOR, WA 98335
PHONE: 253.514.8952
CONTACT: JEREMY DOWNS
EMAIL: JEREMY@SOUNDVIEWCONSULTANTS.COM
WETLAND BIOLOGIST:
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSAAANNNNNNN
COMPTON LUMBER RENTON
A-NNNNNNN
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
EXISTING PARCEL TO BE MAINTAINED
DURING CONSTRUCTION
PARKING REQUIREMENTS STALLS
GENERAL OFFICE = 10,000 SF 20
RETAIL/ WHOLESALE SALES (SHOWROOM) = 10,000 SF 25
WAREHOUSE= 30,000 SF 20
OUTDORR SALES = 31515 SF 16
TOTAL 81
PARKING PROVIDED
TOTAL 99
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SITE PLAN COVER
SHEET
EXHIBIT 6
RECEIVED
03/18/2019 jding
PLANNING DIVISION
DocuSign Envelope ID: B761902A-805D-4E2F-96AD-5D0699C07F06
TEAST VALLEY ROAD
EAST VALLEY ROAD
SW 27TH ST
N
GRAPHIC SCALE
0 30 60
1" = 30 FEET
15
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R
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSAAANNNNNNN
COMPTON LUMBER RENTON
A-NNNNNNN
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
SITE ADDRESS
2940, 2960, 2980, AND 2990 EAST VALLEY ROAD
RENTON, WA 98057
PACEL NO.
3023059103
PACEL NO.
3023059085
PACEL NO.
3023059091
PACEL NO.
3023059098
PACEL NO.
3023059096
DATE: March 14, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-COVER.dwg
C0.2
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EXISTING CONDITIONS
DocuSign Envelope ID: B761902A-805D-4E2F-96AD-5D0699C07F06
IP
IP
IP
CE
SF
SF
IP
2
3
3
1
SL
SL
CL
CL
2
2
SL
WR
WR
WR SP
4
5
5 WASHINGTON STATE ROUTE 167T
EAST VALLEY ROADEAST VALLEY ROADSW 27TH ST(TYP)
(TYP)
(TYP)
N
GRAPHIC SCALE
0 40 80
1" = 40 FEET
20
LEGEND:
INLET PROTECTION
REMOVE EXISTING UTILITY
CONSTRUCTION ENTRANCE
CLEARING/PROJECT LIMITS
SAWCUT LINE
SILT FENCE
WR WETLAND RESTORATION
SP STOCKPILE LOCATION
IP
CE
CL
SL
SF
KEY NOTES
PRESERVE EXISTING UTILITY TO REMAIN.
REMOVE EXISTING CATCH BASIN. CAP AND ABANDON EXISTING PIPE
EXCEPT UNDER NEW BUILDING LOCATION REMOVE PIPE.
REMOVE EXISTING SITE FEATURE
DEMO SIDEWALK CURB AND GUTTER
ABANDON EXISTING UTILITY
1
2
3
4
5
CONSTRUCTION SEQUENCE
1.CLEARLY MARK THE CLEARING LIMITS BY FLAGGING AND/OR HIGH VISIBILITY FENCE.
2.SCHEDULE AND ATTEND PRECONSTRUCTION MEETING WITH CITY OF RENTON.
3.PROVIDE MISCELLANEOUS DEMOLITION AND CLEAR AND GRUB AREA WITHIN CLEARING LIMITS REQUIRED FOR
INSTALLATION OF TEMPORARY EROSION CONTROL FACILITIES. ALL EROSION AND SEDIMENT CONTROL FACILITIES
SHOWN ON THE EROSION CONTROL PLAN SHALL BE INSTALLED PRIOR TO OR AS A FIRST STAGE OF SITE
PREPARATION.
4.THE CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES AND PROVIDE REPAIRS AS NEEDED PER THE
PROJECT CSWPPP.
5.CLEAR AND GRUB THE REMAINDER OF THE SITE WITHIN CLEARING LIMITS, AND ROUGH GRADE.
6.PROVIDE COVER MEASURES, AS REQUIRED, TO INCLUDE ARMORING, MULCHING, AND HYDROSEEDING TO STABILIZE
DENUDED AREAS AND PREVENT THE TRANSPORT OF SEDIMENT-LADEN STORMWATER OFFSITE.
7.PROVIDE STORM SYSTEM AND MISCELLANEOUS UTILITIES AS SHOWN ON THE PLANS. PROVIDE INLET PROTECTION
ON ALL NEW CATCH BASINS.
8.FINE GRADE SITE AND PAVE. COORDINATE WITH CITY FOR REQUIRED INSPECTIONS.
9.STABILIZE ALL REMAINING DISTURBED AREAS.
10.COORDINATE WITH CITY FOR FINAL INSPECTION.
11.REMOVE REMAINING TEMPORARY EROSION CONTROL DEVICES WHEN AREA HAS BEEN PERMANENTLY STABILIZED
WITH VEGETATION AND REMOVAL IS APPROVED BY THE CITY.
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WETLAND RESTORATION
THE ONSITE WETLAND AND ASSOCIATED BUFFER SHALL BE RESTORED PER THE DIRECTIONS OF SOUND VIEW CONSULTANT'S
WETLAND AND FISH AND WILDLIFE HABITAT ASSESSMENT AND RESTORATION PLAN WHICH CAN BE FOUND IN APPENDIX B OF
THE TECHNICAL INFORMATION REPORT. THE RESTORATION ACTIONS FOR THE WETLAND AND BUFFER INCLUDE BUT MAY NOT
BE LIMITED TO THE FOLLOWING RECOMMENDATIONS.
·REMOVAL OF PAVED SURFACES AND TRASH AND DEBRIS WITHIN THE WETLAND BUFFER;
·PRE-TREAT INVASIVE PLANTS WITH AN HERBICIDE APPROVED BY WASHINGTON DEPARTMENT OF AGRICULTURE, THEN GRUB TO
REMOVE THE INVASIVE PLANTS, AND REPLANT ALL CLEARED AREAS WITH USING THE NATIVE SPECIES OUTLINED IN TABLE 6-8 AND
APPENDIX C OF THE WETLAND REPORT. PRE-TREATMENT OF THE INVASIVE PLANTS SHOULD OCCUR A MINIMUM OF TWO WEEKS
PRIOR TO REMOVAL.
·REPLANT ALL AREAS WITH NATIVE TREES, SHRUBS, AND GROUNDCOVERS LISTED IN SECTION 7.6.3, OR SUBSTITUTES APPROVED BY
THE RESPONSIBLE WETLAND SCIENTIST, TO HELP RETAIN SOILS, FILTER STORMWATER, AND INCREASE BIODIVERSITY.
·AN APPROVED NATIVE SEED MIX WILL BE USED TO SEED THE DISTURBED AREAS AFTER PLANTING.
·MAINTAIN AND CONTROL INVASIVE PLANTS ANNUALLY, AT A MINIMUM, OR MORE FREQUENTLY IF NECESSARY. MAINTENANCE TO
REDUCE THE GROWTH AND SPREAD OF INVASIVE PLANTS IS NOT RESTRICTED TO CHEMICAL APPLICATIONS BUT MAY INCLUDE HAND
REMOVAL, IF WARRANTED.
·PROVIDE DRY-SEASON IRRIGATION AS NECESSARY TO ENSURE NATIVE PLANT SURVIVAL.
·DIRECT EXTERIOR LIGHTS AWAY FROM THE WETLANDS WHEREVER POSSIBLE.
·PLACE ALL ACTIVITIES THAT GENERATE EXCESSIVE NOISE (E.G., GENERATORS AND AIR CONDITIONING EQUIPMENT) AWAY FROM THE
WETLANDS WHERE FEASIBLE.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSAAANNNNNNN
COMPTON LUMBER RENTON
A-NNNNNNN
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
1
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DATE: March 14, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-TESC.dwg
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TESC
DocuSign Envelope ID: B761902A-805D-4E2F-96AD-5D0699C07F06
GENERAL EROSION CONTROL NOTES
1. ON-SITE EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ANY
PROBLEMS OCCURRING BEFORE FINAL ACCEPTANCE OF THE STORM SYSTEM BY THE MUNICIPALITY SHALL
BE CORRECTED BY THE APPLICANT AND/OR THE CONTRACTOR.
2. IN CASE EROSION OR SEDIMENTATION OCCURS TO ADJACENT PROPERTY, ALL CONSTRUCTION WORK
WITHIN THE DEVELOPMENT THAT WILL AGGRAVATE THE SITUATION MUST CEASE AND THE
APPLICANT/CONTRACTOR SHALL IMMEDIATELY COMMENCE RESTORATION OR MITIGATION MEASURES.
RESTORATION ACTIVITY SHALL CONTINUE UNTIL SUCH TIME AS THE PROBLEM IS RECTIFIED.
3. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHOWN ON THIS DRAWING SHALL BE INSTALLED
PRIOR TO OR AS THE FIRST STAGE OF SITE PREPARATION.
4. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES SHOWN ON THIS
DRAWING NOT PROVE ADEQUATE TO CONTROL EROSION AND SEDIMENTATION, THE
APPLICANT/CONTRACTOR SHALL INSTALL ADDITIONAL FACILITIES AS NECESSARY TO PROTECT ADJACENT
PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES, AND/OR STORM DRAINAGE SYSTEMS.
5. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION OR EXPERIENCED LAND DISTURBING
ACTIVITIES AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD EXCEEDING THE LISTED
CRITERIA, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING,
OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION.
GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER,
INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE
APPLICANT/CONTRACTOR, BUT MUST BE AUGMENTED WITH MULCH, NETTING, OR OTHER TREATMENT.
6. THE PROJECT ENGINEER OR PROJECT SURVEYOR WILL BE RESPONSIBLE FOR FIELD LOCATING THE
CLEARING LIMITS AND ESTABLISHING THOSE BOUNDARIES WITH BRIGHT COLORED FLAGGING. THE
CONTRACTOR SHALL CLEAR TO THE LIMITS AS ESTABLISHED ON THIS PLAN AND AS FLAGGED IN THE FIELD.
7. THE CITY SHALL BE RESPONSIBLE FOR THE INSPECTION AND ACCEPTANCE OF ALL CLEARING AND GRADE
WORK AND EROSION EROSION AND SEDIMENTATION CONTROL FACILITIES.
8. THE APPLICANT AND/OR CONTRACTOR SHALL NOTIFY THE CITY FORTY-EIGHT HOURS IN ADVANCE OF
EACH REQUIRED EROSION AND SEDIMENTATION CONTROL INSPECTION.
INSPECTION NO.1 - INSTALLATION OF EROSION CONTROL FACILITIES/PRIOR TO CLEARING
INSPECTION NO.2 - COMPLETION OF CLEARING
INSPECTION NO.3 - UPON COMPLETION OF EXCAVATION, FILLING, AND EARTHWORK.
INSPECTION NO.4 - COMPLETION OF PROJECT
INSPECTION NO.5 - AS NEEDED TO DETERMINE COMPLIANCE WITH APPROVED PLANS AND/OR
SPECIFICATIONS. (DOES NOT REQUIRE ADVANCED NOTICE).
8. ALL WORK ASSOCIATED WITH THE STABILIZING THE DISTURBED AREAS SHALL BE IN ACCORDANCE WITH
DEPARTMENT OF ECOLOGY'S STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON 2014.
9. ALL NECESSARY FACILITIES SHALL BE MAINTAINED ON SITE TO PREVENT DEBRIS, DUST, AND MUD FROM
ACCUMULATING ON THE PUBLIC RIGHT-OF-WAY.
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1.CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL UTILITIES HAVE BEEN DISCONNECTED PRIOR TO COMMENCING DEMOLITION.
2.DEMOLITION: IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO INCLUDE THE DEMOLITION OF ALL EXISTING BUILDINGS,
PAVING, UTILITIES AND OTHER EXISTING SITE IMPROVEMENTS INCLUDING THEIR UNDERGROUND COMPONENTS AS INDICATED BY
THIS DRAWING AND AS REQUIRED FOR NEW CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FULLY REVIEW THE SITE
CONDITIONS AND TO CORRELATE THESE OBSERVATIONS WITH THE PROJECT WORK AND INCLUDE ALL NECESSARY DEMOLITION,
WHETHER SHOWN OR NOT, AND INCLUDE ALL SUCH COSTS IN THE BASE BID.
3.CLEARING: IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO CONDUCT ALL CLEARING NECESSARY TO BE ABLE TO
COMPLETE ALL THE WORK OF THIS PROJECT.
4.CONTRACTOR SHALL LEGALLY DISPOSE OF THE OWNER'S PROPERTY, ALL DEMOLISHED AND REMOVED MATERIALS, UNLESS
INDICATED OTHERWISE.
5.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLETELY COORDINATE UTILITY DEMOLITION WITH NEW CONSTRUCTION.
CONTRACTOR SHALL ENSURE THAT ADEQUATE FIRE PROTECTION IN ACCORDANCE WITH THE FIRE MARSHALL REQUIREMENTS IS
PROVIDED FOR THE NEW BUILDING.
6.COORDINATE POWER DEMOLITION WITH FEDERAL WAY PUBLIC UTILITIES AND ELECTRICAL PLANS. CONTRACTOR TO ENSURE THAT
DEMOLITION OF LINES WILL NOT COMPROMISE POWER TO OTHER AREAS.
7.POWER AND CABLE SERVING BUILDINGS TO REMAIN RUN THROUGH THIS SITE. CONTRACTOR SHALL INSTALL NEW SERVICES TO
BUILDINGS REMAINING PRIOR TO DEMOLISHING EXISTING LINES.
8.GAS DISCONNECTION BY PSE CONTRACTOR TO COORDINATE WORK WITH PSE. CONTRACTOR TO DEMOLISH ABANDONED SERVICE.
CONTRACTOR TO ENSURE THAT DEMOLITION OF GAS LINES WILL NOT IMPACT GAS SERVICE TO OTHER AREAS. NO DISRUPTION IN
SERVICE ALLOWED.
9.ANY ABANDONED SIDE SEWER(S) SHALL BE PLUGGED OR CAPPED AT THE RIGHT-OF-WAY OR PROPERTY LINE.
10.CONTRACTOR SHALL MINIMIZE DUST GENERATION ONSITE BY SPRINKLING THE SITE WITH WATER UNTIL SURFACE IS WET. SEE BMP
C140.
11.SAWCUT CONCRETE SIDEWALK AT THE NEAREST JOINT.
12.ALL MONUMENTS DISTURBED AS A RESULT OF CONSTRUCTION ACTIVITIES SHALL BE REPLACED PER WAC 332-120 AT NOT
ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL APPLY FOR PERMIT FROM THE DEPARTMENT OF NATURAL RESOURCES AS
NECESSARY.
DEMOLITION NOTES
8' MAX.
1
1
PROVIDE SAND BAGS 10'
O.C. TO HOLD PLASTIC
COVERING IN PLACE
STOCKPILE
AREA
EXISTING
GRADE
1
1
NOTES:
1.STOCKPILES SHALL BE STABILIZED WITH PLASTIC COVERING OR OTHER APPROVED
DEVICE.
2.SEDIMENT LEACHING FROM STOCKPILES SHALL BE PREVENTED DURING ALL
SEASONS.
1.PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MILS AND
SHALL MEET THE REQUIREMENTS OF THE WASHINGTON STATE
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS
SECTION 9-14.5(3).
2.COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY
USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10-FOOT GRID
SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR
WEIGHTED DOWN FULL LENGTH. SEAMS SHALL HAVE AT LEAST A 12
INCH OVERLAP.
3.CLEAR PLASTIC COVERING SHALL BE INSTALLED IMMEDIATELY ON
AREAS SEEDED BETWEEN NOVEMBER 1 AND MARCH 31 AND REMAIN
UNTIL VEGETATION IS FIRMLY ESTABLISHED.
4.WHEN COVERING IS USED ON UN-SEEDED SLOPES, IT SHALL BE KEPT IN
PLACE UNTIL THE NEXT SEEDING PERIOD.
5.PLASTIC COVERING SHALL BE BURIED TWO FEET AT THE TOP OF
SLOPES IN ORDER TO PREVENT SURFACE WATER FLOW BENEATH
SHEETS.
6.PROPER MAINTENANCE OF COVERING INCLUDES, BUT IS NOT
NECESSARILY LIMITED TO, REGULAR CHECKS FOR AND REPAIRS OF
RIPS AND DISLODGED ENDS.
PLASTIC COVERING NOTES
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSAAANNNNNNN
COMPTON LUMBER RENTON
A-NNNNNNN
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
1 NOT TO SCALE
INLET PROTECTION 2 NOT TO SCALE
CONSTRUCTION ENTRANCE
3 NOT TO SCALE
SILT FENCE
4 NOT TO SCALE
STOCKPILE
DATE: March 14, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-TESC.dwg
C1.1
4
TESC NOTES AND
DETAILS
DocuSign Envelope ID: B761902A-805D-4E2F-96AD-5D0699C07F06
TEAST VALLEY ROAD
EAST VALLEY ROAD
SW 27TH ST
WASHING
T
O
N
S
T
A
T
E
R
O
U
T
E
1
6
7
CONNECT TO EXISTING
WATER MAIN PER COR
STANDARD PLAN 300.1
CONNECT TO EXISTING
WATER MAIN PER COR
STANDARD PLAN 300.1
FDC AND DDCVA PER
COR STANDARD
PLAN 360.5
PROPOSED WATER METER PER
COR STANDARD PLAN 320.1
INSTALL RPBA INSIDE ABOVE
GROUND HEATED INCLOSURE PER
COR STANDARD PLAN 350.2
PIV
PROPOSED FIRE
HYDRANT PER COR
STANDARD PLAN 310.1
12" WATER LOOP
CL52 DI
CONNECT TO EXISTING
SEWER MAIN PER COR
STANDARD PLAN 406.1
6" PVC SEWER
STUB @ 2% MIN 6" DI FIRE LINE. VERIFY SIZE WITH SPRINKLER
INSTALLER PRIOR TO INSTALLATION. SEE
MECHANICAL FOR CONTINUATION.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSAAANNNNNNN
COMPTON LUMBER RENTON
A-NNNNNNN
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
GRAPHIC SCALE
0 30 60
1" = 30 FEET
15 N15.00' WATER
EASEMENT
DATE: March 14, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-UTIL.dwg
EXISTING 12" WATER (W-0304)
MAXIMUM FLOWRATE 5,000 GPM STATIC
PRESSURE AROUND 75 PSI AT EL:18
EXISTING FIRE
HYDRANT
EXISTING FIRE
HYDRANT
EXISTING WATER
METER AND SERVICE TO
BE ABANDONED
EXISTING WATER METER TO BE
USED FOR IRRIGATION. METER
SHALL CONFORM TO COR
STANDARD PLAN 320.1. PROVIDE
DCVA BEHIND METER PER COR
STANDARD PLAN 340.8
SITE ADDRESS
2940, 2960, 2980, AND 2990 EAST VALLEY ROAD
RENTON, WA 98057
PACEL NO.
3023059103
PACEL NO.
3023059085
PACEL NO.
3023059091
PACEL NO.
3023059099
PACEL NO.
3023059098
PACEL NO.
3023059096
PROVIDE ADEQUATE SEPARATION
(MINIMUM 10 FEET) BETWEEN THE
WATER MAIN AND THE WETLAND
BUFFER AREA.
SHOW LOCATION AND SIZE OF FIRE SPRINKLER DDCVA, DOMESTIC
WATER METER AND IRRIGATION METER. SHOW LOCATION OF FIRE
DEPARTMENT CONNECTION FOR FIRE SPRINKLER SYSTEM
C2.0
5UTILITY SHEET
DocuSign Envelope ID: B761902A-805D-4E2F-96AD-5D0699C07F06
TEAST VALLEY ROAD
EAST VALLEY ROAD
SW 27TH ST
WASHING
T
O
N
S
T
A
T
E
R
O
U
T
E
1
6
7
19
SDCB 02
CB TYPE 1
RIM: 17.99
IE: 14.06 8" (W)
SDCB 01
CB TYPE 1
RIM: 18.46
IE: 13.07 8" (E)
IE: 13.07 8" (NW)
SDCB 05
CB TYPE 1
RIM: 17.92
IE: 15.04 12" (S)
IE: 15.04 12" (W)
FILTERRA VAULT 1
CB TYPE 1
RIM: 18.43
IE: 12.70 8" (SE)
IE: 10.20 8" (W)
SDCB 03
CB TYPE 1
RIM: 17.95
IE: 14.32 12" (E)
IE: 14.32 12" (W)
IE: 14.32 12" (S)
SDCB 06
CB TYPE 1
RIM: 18.50
IE: 15.37 12" (N)
SDCB 04
CB TYPE 1
RIM: 18.53
IE: 14.65 12" (N)
FILTERRA VAULT 2
CB TYPE 1
RIM: 18.68
IE: 13.96 12" (E)
IE: 11.46 12" (W)
50' LEVEL SPREADER
SDMH 02
48" TYPE 2 CB
RIM: 17.52
IE: 9.94 24" (SE)
IE: 9.94 24" (W)
SDMH 01
48" TYPE 2 CB
RIM: 17.28
IE: 9.77 24" (E)
IE: 9.77 24" (W)
SDMH 03
48" TYPE 2 CB
RIM: 18.18
IE: 10.08 8" (E)
IE: 10.08 24" (NW)
IE: 10.06 12" (S)
SDMH 04
48" TYPE 2 CB
RIM: 18.54
IE: 11.41 12" (E)
IE: 11.41 12" (N)
FF: 19.58
19
144 LF 12" CPEP @ 0.50%
66 LF 12" CPEP @ 0.50%71 LF 12" CPEP @ 0.50%66 LF 12" CPEP @ 0.50%
269 LF 12" CPEP @ 0.50%
8 LF 12" CPEP @ 0.60%
21 LF 8" CPEP @ 0.58%
29 LF 24" CPEP @ 0.50%
34 LF 24" CPEP @ 0.50%74 LF 8" CPEP @ 0.50
%198 LF 8" CPEP @ 0.50%1919191920191918
19
18
1
9
1919
15 LF 24" CPEP @ 0.50%
CONNECT ROOF DRAINAGE SYSTEM
TO STORM DRAINAGE SYSTEM
57 LF 12" CPEP @ 0.63%
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSAAANNNNNNN
COMPTON LUMBER RENTON
A-NNNNNNN
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
GRAPHIC SCALE
0 30 60
1" = 30 FEET
15 NSITE ADDRESS
2940, 2960, 2980, AND 2990 EAST VALLEY ROAD
RENTON, WA 98057
PACEL NO.
3023059103
PACEL NO.
3023059085
PACEL NO.
3023059091
PACEL NO.
3023059098
PACEL NO.
3023059096
DATE: March 14, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-STRM.dwg
C3.0
6
STORM AND GRADING
DocuSign Envelope ID: B761902A-805D-4E2F-96AD-5D0699C07F06
Entire Document
Available Upon
Request
EXHIBIT 7
RECEIVED
03/18/2019 jding
PLANNING DIVISION
DocuSign Envelope ID: B761902A-805D-4E2F-96AD-5D0699C07F06
Entire Document
Available Upon
Request
EXHIBIT 8
RECEIVED
03/18/2019 jding
PLANNING DIVISION
DocuSign Envelope ID: B761902A-805D-4E2F-96AD-5D0699C07F06
WETLAND AND FISH AND WILDLIFE HABITAT
ASSESSMENT AND RESTORATION PLAN
EAST VALLEY ROAD
OCTOBER 2017
Entire Document
Available Upon
Request
EXHIBIT 9
RECEIVED
03/18/2019 jding
PLANNING DIVISION
DocuSign Envelope ID: B761902A-805D-4E2F-96AD-5D0699C07F06
Civil Engineers ● Structural Engineers ● Landscape Architects ● Community Planners ● Land Surveyors
Technical Information Report
PREPARED FOR:
Ronhovde Architects LLC
14900 Interurban Ave S, Suite 138
Tukwila, WA 98168
PROJECT:
Compton Lumber Renton
2940, 2960, 2980, and 2990
East Valley Road
Renton, WA 98057
2190112.10
PREPARED BY:
Daniel Hendrickson, EIT
Project Engineer
REVIEWED BY:
Todd C. Sawin, PE, DBIA, LEED AP
Principal
DATE:
March 2019
Entire Document
Available Upon
Request
EXHIBIT 10
RECEIVED
03/18/2019 jding
PLANNING DIVISION
DocuSign Envelope ID: B761902A-805D-4E2F-96AD-5D0699C07F06
TENW
Transportation Engineering NorthWest
Transportation Planning | Design | Traffic Impact & Operations
11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747
MEMORANDUM
DATE: November 1, 2017
TO: City of Renton
FROM: Jeff Schramm
SUBJECT: Submittal for the proposed
East Valley Road-Donovan Brothers Development
TENW Project No. 5429
This memo transmits the draft TIA for the proposed East Valley Road-Donovan Brothers project, and also
summarizes the updated trip generation calculation for the purpose of documenting a comparison of the
current project proposal to what was analyzed in the draft TIA dated May 12, 2017.
The current project proposal includes a 32,500 square foot (SF) lumber store, consistent with what was
analyzed in the draft TIA dated May 12, 2017. The prior project proposal assumed the existing Skyway
Towing and MiltÊs Trucking & Excavating would be removed, while the existing Lumber Market would remain
with the proposed project. Based on the latest site plan, the existing Lumber Market will be removed with
the proposed project.
By removing the existing Lumber Market, the existing trip generation credit will increase, therefore reducing
the net new trip generation associated with the proposed East Valley Road-Donovan Brothers project. Shown
below in Table 1 is a comparison of the trip generation estimates based on the latest site plan compared to
what was analyzed in the draft TIA dated May 12, 2017.
Table 1
East Valley Road-Donovan Brothers – Trip Generation Comparison
May 2017 Draft TIA Current Proposal
Time Period In Out Total In Out Total
Weekday Daily 563 563 1,126 538 538 1,076
Weekday AM Peak Hour 45 20 65 40 16 56
Weekday PM Peak Hour 61 66 127 61 61 122
As shown in Table 1, the trip generation associated with the current project proposal is less than what was
assumed in the May 2017 draft TIA. Based on this information, the findings and conclusions in the May
2017 draft TIA remain valid and can be considered conservative since the net new trip generation is less.
Transportation impact fees will be based on the size of the building and type of tenant(s) at the time of building
permit issuance.
If you have any questions regarding the information presented in this memo, please contact me at (425) 250-
0581 or schramm@tenw.com
Entire Document
Available Upon
Request EXHIBIT 11
RECEIVED
03/18/2019 jding
PLANNING DIVISION
DocuSign Envelope ID: B761902A-805D-4E2F-96AD-5D0699C07F06
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Page 1 of 2 LUA19-000050
ADVISORY NOTES TO APPLICANT
The following notes are supplemental information provided in conjunction with the administrative land use
action. Because these notes are provided as information only, they are not subject to the appeal process for
the land use action.
Planning:
(Contact: Name, 425-430-6598, jding@rentonwa.gov)
1. RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless
otherwise approved by the Development Services Division.
2. Commercial, multi-family, new single family and other nonresidential construction activities shall be
restricted to the hours between seven o’clock (7:00) a.m. and eight o’clock (8:00) p.m., Monday through
Friday. Work on Saturdays shall be restricted to the hours between nine o’clock (9:00) a.m. and eight
o’clock (8:00) p.m. No work shall be permitted on Sundays.
3. Within thirty (30) days of completion of grading work, the applicant shall hydroseed or plant an
appropriate ground cover over any portion of the site that is graded or cleared of vegetation and where
no further construction work will occur within ninety (90) days. Alternative measures such as mulch,
sodding, or plastic covering as specified in the current King County Surface Water Management Design
Manual as adopted by the City of Renton may be proposed between the dates of November 1st and
March 31st of each year. The Development Services Division’s approval of this work is required prior to
final inspection and approval of the permit.
4. A National Permit Discharge Elimination System (NPDES) permit is required when more than one acre is
being cleared.
5. The applicant will be required to submit a Final Wetland Mitigation Report and Maintenance and
Monitoring proposal. In addition, the applicant will be required to comply with all the code requirements
of RMC 4-3-050 Critical Areas. This includes, but is not limited to, placing the critical area within a Native
Growth Protection Easement, providing fencing and signage, and providing the City with a site
restoration surety device and, later, a maintenance and monitoring surety device.
Development Engineering:
(Contact: Justin Johnson, 425-430-7291, jtjohnson@rentonwa.gov)
1. See Attached Development Engineering Memo dated April 1, 2019
Fire Authority:
(Contact: Cory Cappelletti, 425-430-7057, ccappelletti@rentonwa.gov)
1. Fire impact fees are applicable at the rates of $1.25 per sq. ft. Retail, $0.26 per sq. ft. for office and
$0.15 per sq. ft. for storage warehouse. Credit will be given for the building that is being removed. This
fee is paid at time of building permit issuance.
2. The preliminary fire flow for the building is 3,750 gpm. A minimum of 4 fire hydrants are required.
One within 150-feet and the others within 300-feet of the building. One hydrant is required
within 50-feet of all fire department connections for sprinkler systems. Hydrant spacing shall
meet maximum spacing of 300 feet on center. A looped water main is required when the fire flow
exceeds 2500 gpm. A certificate must be obtained from the water department. The hydrant at the
street can count as one of the required fire extinguishers if it meets code requirements and has a
5 inch storz fitting. EXHIBIT 12
DocuSign Envelope ID: B761902A-805D-4E2F-96AD-5D0699C07F06
ADVISORY NOTES TO APPLICANT
Page 2 of 2 LUA**-000***
3. Approved fire sprinkler and fire alarm systems are required throughout the building including the
covered lumber sales area. Direct outside access is required to the fire sprinkler riser room. Fire
alarm system is required to be fully addressable and full detection is required. Separate plans and
permits are required by the fire department.
4. Fire department apparatus access roadways are required within 150-feet of all points on the
building. Fire access roads are required to be a minimum of 20-feet unobstructed width with
turning radius of 25-feet inside and 45-feet outside minimum. Fire lane signage required for the
onsite roadways.
5. Roadways shall support a minimum of a 30-ton vehicle and 75-psi point loading. Maximum slope
is 15% grade.
6. An approved dust control and waste removal systems is required in the woodshop area per IFC
2803.2 and 3
7. Site must meet all requirements found in Chapter 28 of the IFC. For example security fencing, fire
hydrants placement and fire extinguishers.
Technical Services:
(Contact: Amanda Askren, 425-430-7369, aaskren@rentonwa.gov)
1. None at this time
Community Services:
(Contact: Leslie Betlach, 425-430-6619, lbetlach@rentonwa.gov)
1. Request to please coordinate street tree species selection with the Urban Forestry and Natural
Resources Manager, Ian Gray.
Police:
(Contact: Sandra Havlik, 425-430-7520, shavlik@rentonwa.gov)
1. See attached memo.
Building:
(Contact: Craig Burnell, 425-430-7290, cburnell@rentonwa.gov)
1. Recommendations of the geotechnical report must be followed as a condition of building permits.
DocuSign Envelope ID: B761902A-805D-4E2F-96AD-5D0699C07F06
DEPARTMENT OF COMMUNITY
& ECONOMIC DEVELOPMENT
M E M O R A N D U M
DATE:April 1, 2019
TO:Jill Ding, Planner
FROM:Justin Johnson, Civil Plan Reviewer
SUBJECT:Utility and Transportation Comments for Compton Lumber
2940, 2960, and 2980 East Valley Road
LUA 19-000050
I have reviewed the application for the Compton Lumber at 2940, 2960, and 2980 East Valley
Road (APN(‘s) 3023059091, -9096, -9098, 9099) and have the following comments:
EXISTING CONDITIONS
The site is approximately 5.85 acres in size and is square in shape. The existing site is mostly
impervious and developed with commercial buildings. There is an existing Category III wetland
located on the eastern border of the site. Site topography is generally flat with a slight slope
running north to south.
Water Water service is provided by City of Renton The site is in the Valley service area in the
196 hydraulic pressure zone. There is an existing 12-inch City water main located in
East Valley Road (see Water plan no. W-0304) that can deliver a maximum total flow
capacity of 5,000 gallons per minute (gpm). The approximate static water pressure is
75 psi at the elevation of 18 feet. The site is located outside of an Aquifer Protection
Area.
Sewer Wastewater service is provided by the City of Renton There is an existing 8-inch PVC
wastewater main located in East Valley Road (see City plan no. S-0200).
Storm There is an existing storm drainage system in East Valley Road (see City plan no. R-
1999). There is an existing private storm drainage system located on the subject
parcel(s) which drains to the public drainage system in East Valley Road. Surface run-
off from the site appears to drain to the abutting wetlands as well as to the public
drainage system in East Valley Road.
Streets East Valley Road is a Collector Arterial Street with an existing right of way (ROW) width
of 85 as measured using the King County Assessor’s Map. Current street frontage
improvements include curb and gutter and a 6-ft sidewalk on both sides of the street.
The site borders State Route 167 (SR 167) on the east property line. WSDOT has
identified, in their long-range planning programs for I-405 and SR-167, a direct access
connection to and from the south at SW 27th Street, which the City supports. Applicant
DocuSign Envelope ID: B761902A-805D-4E2F-96AD-5D0699C07F06
Compton Lumber – LUA19-000050
Page 2 of 7
should further coordinate with WSDOT at 425-456-8538 for further coordination and
to verify any future impacts related to widening of the highway.
CODE REQUIREMENTS
WATER
1. The development is subject to a water system development charge (SDC) fee. This is
payable at construction permit issuance. Proposed water meter sizes have not been
noted on the preliminary utility plans. Typical water meter sizes and associated fees are
noted as follows:
a. The SDC fee for water is based on the size of the new domestic water to serve the
project. The current water fee for a single 1-inch meter is $4,050.00 per meter, 1-
1/2 inch meter is $20,250.00 and a 2-inch meter is $32,400.00.
b. A water system redevelopment credit will apply for the existing domestic water
meters if they are abandoned.
c. The SDC fee for fire service is based on the size of the fire service line to serve the
project. The current SDC fee for a 6-inch fire service line is $25,911.00.
d. SDC fees are assessed and payable at construction permit issuance.
2. Water service installation charges for each proposed domestic water service is applicable.
Water Service installation for a 1-inch water service line is $2,875.00* per service line, a
1-1/2 inch water service is $4,605.00* per service line and for $4,735.00* for each 2-inch
water service line. This is payable at construction permit issuance.
3. Drop-in meter fee is $460.00* per meter for a 1-inch meter, $750.00* for a 1-1/2 inch
meter, and $950.00* for a 2-inch meter. This is payable at issuance of the building.
4. Based on the information submitted with the land use application, Renton Regional Fire
Authority has determined that the preliminary fire flow demand for the development is
3,750 gpm.
5. The proposed water main improvements as shown on the composite utility civil plan
submitted with the Land Use Application provides the required looped 12-inch water
main around the building and connecting to the existing 12-inch water main in East Valley
Road since the fire flow demand is above 2,500 gpm.
a. A 15-ft water easement is required for the looped water main.
b. If the water mains are outside the subject property or outside of existing
easements, the applicant shall acquire additional easement from adjacent
property owners. Portion of existing easement within the proposed building
footprint will need to be vacated by the City. No buildings, structures or vaults
shall be placed within the easement area or within 5 feet of the water main.
c. A minimum of 10 feet horizontal separation shall be provided from the water
main to the wetlands and buffer area.
6. Installation of fire hydrants shall be as required by Renton Fire Prevention will be
required. The number and location of the hydrants shall be determined based on the
City’s review of the final building and site plans.
7. Installation of a fire sprinkler stub with a detector double check valve assembly (DDCVA)
for backflow prevention to the building. The DDVCA shall be installed in an outside
underground vault per City standard plan no. 360.1 (or 360.2 depending on the size of the
DocuSign Envelope ID: B761902A-805D-4E2F-96AD-5D0699C07F06
Compton Lumber – LUA19-000050
Page 3 of 7
system). The DDVCA may be installed inside the building if it meets the conditions as
shown on the City’s standard plan 360.5 for the installation of a DDCVA inside a building.
8. A reduced-pressure principle backflow prevention assembly (RPBA) is required for water
meters for retail, commercial, industrial water use. The RPBA shall be installed inside an
above-ground heated enclosure per City standard plan no. 350.2. The RPBA may be
located inside the building if a drainage outlet for the relief valve is provided and the
location is pre-approved by the City Plan Reviewer and City Water Utility Department.
9. Meter sizing shall be based on Uniform Plumbing Code meter sizing criteria. Sizing
calculations shall be provided to the City. Meters 3” or larger, shall be installed in a
concrete vault located outside of the building per COR Standard Plan 320.4. By-pass
piping, valves, and associated piping shall be purchased and installed by the developer /
contractor under City observation for meters 3” or larger.
10. A separate meter is required for landscape irrigation per COR Standard Plan 320.1. A
double check valve assembly (DCVA) is required behind the meter per COR Standard Plan
340.8.
11. Please refer to City of Renton General Design and Construction Standards for Water Main
Extensions as shown in Appendix J of the City’s 2012 Water System Plan.
12. Adequate horizontal and vertical separation between the new water main and other
utilities (storm sewer pipes and vaults, sanitary sewer, power, gas, electrical) shall be
provided for the operation and maintenance of the water main.
13. Retaining walls, rockeries or similar structures cannot be installed over the water main
unless the water main is inside a steel casing.
14. Final determination of applicable fees will be made after the water meter size has been
determined.
15. Additional water system development charges and water meter charges will apply if a
landscape irrigation meter is required and is based on the size of the meter.
SEWER
1. The development is subject to applicable wastewater system development charges based
on the size of the new domestic water to serve the project.
a. SDC fee for sewer is based on the size of the new domestic water to serve the
project. The current sewer fee for a 1-inch meter is $3,100.00 per meter, 1-1/2
inch meter is $15,500.00 and a 2-inch meter is $24,800.00.
b. A redevelopment credit of the wastewater system development charges in the
amount equal to the SDC fee for the size of the existing domestic water meter(s)
will be applied to each of the existing meters if they are abandoned and capped
at the main line.
c. SDC fees are payable at construction permit issuance.
2. All existing side sewers will be required to be cut and capped during demolition of the
properties. New side sewers shall be installed to serve each individual property. The
applicant shall identify which buildings are currently connected to the City sewer and
which buildings are connected to septic. Any septic tanks will be required to be
abandoned in accordance with King County Department of Health.
3. Any covered parking areas, if proposed, will need to direct parking drainage to the
sanitary sewer system through an oil/water interceptor. If any parking is not covered, it
will need to be directed away from the sanitary sewer and into the storm sewer system.
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Compton Lumber – LUA19-000050
Page 4 of 7
SURFACE WATER
1. A geotechnical report, dated January 24, 2017, completed by Terra Associates, Inc for the
site has been provided. Erosion control measures will need to be in place prior to starting
grading activities on the site. The report discounts the use of infiltration due to the high
groundwater table present on the project site. Geotechnical recommendations presented
need to be addressed within the project plans.
2. A Preliminary Drainage Plan and Technical Information Report (TIR), dated March 11,
2019, was submitted by AHBL with the Land Use Application. Based on the City of
Renton’s flow control map, the site falls within the Peak Rate Flow Control Standard area
matching Existing Site Conditions and is within the Black River Drainage Basin. The
development is subject to Full Drainage Review in accordance with the 2017 Renton
Surface Water Design Manual (RSWDM). All nine core requirements and the six special
requirements have been discussed in the Technical Information Report.
3. As discussed in the TIR, the proposed development is exempt from Core Requirement #3,
Flow Control, since the proposed development will result in less than a 0.15 cfs increase
in surface water run-off from the existing site conditions 100-year peak flow rate when
modeled using the latest version of the Western Washington Hydrology Model (WWHM
2012), as outlined in Core Requirement #3.
a. If there are any changes or discrepancies to the proposed or existing site plan
which results in an increase in surface water run-off beyond the threshold
outlined in the RSWDM, the applicant may be required to provide flow control
meeting the requirements of Core Requirement #3.
4. The development is required to provide enhanced basic water quality treatment prior to
discharge. Project water quality treatment will consist of conveyance to a Filterra system
prior to connection to the existing 30-inch concrete stormwater main located along East
Valley Road.
a. The applicant shall provide the GULD approval for the proposed Filterra Vault
verifying that the system has been accepted by the Department of Ecology.
b. The conveyance and water quality systems shall be designed in accordance with
the RSWDM that is current at the time of civil construction permit application.
5. There are no potential downstream flooding or erosion issues identified in the drainage
report.
6. There are existing Wetlands bordering the site to the east and south. The applicant
proposes to direct the roof run-off through level spreader dispersion trenches into the
Wetlands to maintain the existing hydrology of the site.
7. Any proposed detention and/or water quality vault shall be designed in accordance with
the RSWDM that is current at the time of civil construction permit application. Separate
structural plans will be required to be submitted for review and approval under a separate
building permit for the detention and/or water quality vault. Special inspection from the
building department is required.
8. Appropriate on-site BMPs will be required to help mitigate the new runoff created by this
development. A preliminary drainage plan, including the application of on-site BMPs, has
been included with the land use application, which identifies the use of basic dispersion
to mitigate the impervious roof area. The final drainage plan and drainage report must be
submitted with the civil construction permit application.
a. Final evaluation of the application of on-site BMPs to the maximum extent A
feasible will be completed during civil construction permit review. The applicant
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Compton Lumber – LUA19-000050
Page 5 of 7
may be required to apply additional on-site BMPs in order to meet the minimum
requirements outlined in Core Requirement #9.
9. All work proposed outside of the applicant’s property will require a permanent drainage
easement to be provided to the City and a temporary construction easement prior to any
permits being issued.
10. A Construction Stormwater General Permit from Department of Ecology will be required
if grading and clearing of the site exceeds one acre. A Stormwater Pollution Prevention
Plan (SWPPP) is required for this site.
11. Surface water system development fee is $0.72 per square foot of new impervious
surface, but not less than $1,800.00. This is payable prior to issuance of the construction
permit.
12.The current City of Renton Surface Water Standard Plans shall be used in all drainage
plan submittals and are available online on the City of Renton website.
TRANSPORTATION
1. The proposed development fronts East Valley Road along the west property lines. East
Valley Road is classified as a Collector Arterial Road. Existing right-of-way (ROW) width is
approximately 85 feet. To meet the City’s complete street standards for collector arterial
streets, minimum right of way width is 94 feet. Dedication of 4.5 feet of right of way would
be required. The proposed development is subject to half-street frontage improvements
which includes installation of paved travel width of 41 feet, with 8-ft wide parking on both
sides, 0.5-ft wide curbs, 8-ft wide landscaped planters, 8-ft wide sidewalk, and 2 feet of
clear width at back of sidewalk.
2. The applicant has requested a street modification in order to modify the ROW width and
street cross section to match the existing roadway section and street frontage
improvements.
a. City staff is recommending approval of the applicant’s street modification
request. Please see the Street Modification Criteria and Analysis for a complete
summary of the request, staff analysis, and staff recommendation.
3. ADA access ramps shall be installed at all street crossings. Ramps shall be shown at each
intersection. Ramps shall be oriented to provide direct pedestrian crossings.
4. Parking lot construction shall be in accordance with City code 4-4-80G. Street lighting and
street trees are required to meet current city standards. Lighting plans are required to be
submitted with the land use application and will be reviewed during the construction
utility permit review.
5. The current plans show a second driveway being installed along the frontage of the
norther portion of parcel 3023059096.
6. A DRAFT traffic analysis dated May 12, 2017, was provided by Transportation Engineering
Northwest (TENW). The site generated traffic volumes were calculated using data from
the Institute of Transportation Engineers (ITE) Trip Generation Manual, 10th Edition,
(2017). Based on the calculations provided, the proposed development would average
1,126 new daily vehicle trips. Weekday peak hour AM trips would generate 65 new vehicle
trips, with 20 vehicles leaving and 45 vehicles entering the site. Weekday peak hour PM
trips would generate 127 new vehicle trips, with 61 vehicles entering and 66 vehicles
existing the site. As detailed in the report the proposed project is not expected to lower
the levels of service of the surrounding intersections included in the traffic study.
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Increased traffic created by the development will be mitigated by payment of
transportation impact fees.
a. A final traffic analysis will need to be submitted with the civil construction
permit.
b. The traffic analysis noted in Item 5 of the land use/ Transportation comments
is based on a development proposal of 35,000 sf. The TIA included in the
Bluebeam session is based on a development proposal of 32,500 sf. The current
development proposal is 50,000 sf. Request the traffic analysis be updated to
reflect the 50,000 sf proposal.
7. Refer to City code 4-4-080 regarding driveway regulations. Driveways shall be designed in
accordance with City standard plans 104.1 and 104.2.
a. The maximum width of any driveway shall not exceed 30-feet.
b. Driveways shall be located a minimum of 5-feet from property lines.
c. Maximum driveway slope is 8%.
8. Paving and trench restoration shall comply with the City’s Trench Restoration and Overlay
Requirements.
9. Payment of the transportation impact fee is applicable on the construction of the
development at the time of application for the building permit. The current rate of
transportation impact fee is $4.75 per square foot for light industrial space, $7.29 per
square foot for general office space, and $13.29 per square foot for retail space. The
transportation impact fee that is current at the time of building permit application will be
levied.
10. Concurrency under separate cover, if applicable.
GENERAL COMMENTS
1. All existing and proposed utility lines (i.e. electrical, phone, and cable services, etc.) along
property frontage or within the site must be underground. The construction of these
franchise utilities must be inspected and approved by a City of Renton inspector.
2. Maximum exposed retaining wall height is 6-ft and shall be setback a minimum of 3-ft
from the right-of-way as outlined in RMC 4-4-040 – Fences, Hedges and Retaining Walls.
3. Adequate separation between utilities as well as other features shall be provided in
accordance with code requirements.
a. 7-ft minimum horizontal and 1-ft vertical separation between storm and other
utilities is required with the exception of water lines which require 10-ft
horizontal and 1.5-ft vertical.
b. The stormwater line should be minimum 5 feet away from any other structure or
wall or building.
c. Trench of any utility should not be in the zone of influence of the retaining wall
or of the building.
4. All civil construction permits for utility and street improvements will require separate plan
submittals. All utility plans shall confirm to the Renton Drafting Standards. A licensed Civil
Engineer shall prepare the civil plans. Please visit the Development Engineering Forms
page for the most up-to-date plan submittal requirements:
http://rentonwa.gov/business/default.aspx?id=42473
5. A landscaping plan shall be included with the civil plan submittal. Each plan shall be on
separate sheets.
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6. Fees quoted in this document reflect the fees applicable in the year 2017 only and will be
assessed based on the fee that is current at the time of the permit application or issuance,
as applicable to the permit type. Please visit www.rentonwa.gov for the current
development fee schedule.
7. * An additional 3% technology fee will be added to each fee marked with an asterisk (*).
8. A demo permit is required for the demolition of the existing building. The demo permit
shall be acquired through the building department.
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