HomeMy WebLinkAboutCD_4083CITY OF RENTON (425)
430-6852
DEVELOPMENT ENGINEERING
Nathan Janders 03/19/2020
REGIONAL FIRE AUTHORITY
cthomas 03/19/2020
APPROVED WATER UTILITY
agafour 03/19/2020
SURFACE WATER UTILITY
JFarah 03/23/2020
DEVELOPMENT ENGINEERING
Nathan Janders 03/19/2020
DEVELOPMENT ENGINEERING
Nathan Janders 03/19/2020
DEVELOPMENT ENGINEERING
Nathan Janders 03/19/2020
DEVELOPMENT ENGINEERING
Nathan Janders 03/19/2020
DEVELOPMENT ENGINEERING
Nathan Janders 03/19/2020
CURRENT PLANNING
Angelea Weihs 07/23/2019
DEVELOPMENT ENGINEERING
Nathan Janders 03/19/2020
AS A CONDITION OF APPROVAL:
ALL SIDEWLAKS, LANDINGS AND RAMPS SHALL
CONFORM TO ADA STANDARDS. SIDEWALKS AND
RAMPS SHALL HAVE A MAXIMUM 2% CROSS SLOPE
AND A MAXIMUM 8.3% RUNNING SLOPE. ALL
LANDINGS SHALL HAVE A MAXIMUM 2% CROSS
SLOPE IN ALL DIRECTIONS.
DEVELOPMENT ENGINEERING
Nathan Janders 03/19/2020
4 & 2 (6") DIA CLEAN-OUT
AS A CONDITION OF
APPROVAL:
UNDERDRAIN PIPING SHALL BE
CONNECTED TO A STRUCTURE
DOWNSTREAM OF FLOW
CONTROL FACILITIES.
AS A CONDITION OF APPROVAL:
A MINIMUM 18-INCH VERTICAL
SEPARATION BETWEEN STORM
PIPE AND WATER PIPE SHALL BE
PROVIDED.
DEVELOPMENT ENGINEERING
Nathan Janders 03/19/2020
SURFACE WATER UTILITY
JFarah 03/23/2020
DEVELOPMENT ENGINEERING
Nathan Janders 03/19/2020
SURFACE WATER UTILITY
JFarah 03/23/2020
DEVELOPMENT ENGINEERING
Nathan Janders 03/19/2020
SURFACE WATER UTILITY
JFarah 03/23/2020
DEVELOPMENT ENGINEERING
Nathan Janders 03/19/2020
SURFACE WATER UTILITY
JFarah 03/23/2020
DEVELOPMENT ENGINEERING
Nathan Janders 03/19/2020
SURFACE WATER UTILITY
JFarah 03/23/2020
AS A CONDITION OF
APPROVAL:
A MINIMUM 18-INCH VERTICAL
SEPARATION BETWEEN
STORM PIPE AND WATER PIPE
SHALL BE PROVIDED.
DEVELOPMENT ENGINEERING
Nathan Janders 03/19/2020
SURFACE WATER UTILITY
JFarah 03/23/2020
AS A CONDITION OF APPROVAL:
RELOCATION OF EXISTING WATER
METERS SHALL BE DONE BY CITY
FORCES. A SEPARATE WATER
METER PERMIT WILL BE REQUIRED.
AS A CONDITION OF
APPROVAL:
A MINIMUM 18-INCH VERTICAL
SEPARATION BETWEEN
STORM PIPE AND WATER PIPE
SHALL BE PROVIDED.
DEVELOPMENT ENGINEERING
Nathan Janders 03/19/2020
WATER UTILITY
agafour 03/19/2020
AS A CONDITION OF
APPROVAL:
A MINIMUM 18-INCH VERTICAL
SEPARATION BETWEEN STORM
PIPE AND WATER PIPE SHALL
BE PROVIDED.
DEVELOPMENT ENGINEERING
Nathan Janders 03/19/2020
WATER UTILITY
agafour 03/19/2020
DEVELOPMENT ENGINEERING
Nathan Janders 03/19/2020
DEVELOPMENT ENGINEERING
Nathan Janders 03/19/2020
CURRENT PLANNING
Angelea Weihs 07/23/2019
DEVELOPMENT ENGINEERING
Nathan Janders 03/19/2020
DEVELOPMENT ENGINEERING
Nathan Janders 03/19/2020
ONLY PUBLIC CATCH
BASIN LIDS SHALL HAVE
THE RENTON LOGO, ALL
PRIVATE CATCH BASIN
LIDS SHALL HAVE THE
RENTON LOGO
REMOVED.
DEVELOPMENT ENGINEERING
Nathan Janders 03/19/2020
DEVELOPMENT ENGINEERING
Nathan Janders 03/19/2020
WTR-27-4083DEVELOPMENT ENGINEERING
Nathan Janders 03/19/2020
DEVELOPMENT ENGINEERING
Nathan Janders 03/19/2020
DEVELOPMENT ENGINEERING
Nathan Janders 03/19/2020
AS A CONDITION OF APPROVAL:
ALL SIDEWLAKS, LANDINGS AND RAMPS SHALL
CONFORM TO ADA STANDARDS. SIDEWALKS AND
RAMPS SHALL HAVE A MAXIMUM 2% CROSS SLOPE
AND A MAXIMUM 8.3% RUNNING SLOPE. ALL
LANDINGS SHALL HAVE A MAXIMUM 2% CROSS
SLOPE IN ALL DIRECTIONS.
AS A CONDITION OF
APPROVAL:
SIDEWALKS IN RIGHT-OF-WAY
SHALL BE 5-FOOT WIDE.
DEVELOPMENT ENGINEERING
Nathan Janders 03/19/2020
CURRENT PLANNING
Angelea Weihs 07/23/2019
AS A CONDITION OF APPROVAL:
RELOCATION OF EXISTING WATER
METERS SHALL BE DONE BY CITY
FORCES. A SEPARATE WATER
METER PERMIT WILL BE REQUIRED.
AS A CONDITION OF APPROVAL:
DRIVEWAY SHALL BE INSTALLED
PER CITY OF RENTON STANDARD
PLAN 104.3 AND INCLUDE 10
LINEAL FEET OF PAVED DRIVEWAY
BEHIND THE SIDEWALK.
DEVELOPMENT ENGINEERING
Nathan Janders 03/19/2020
CURRENT PLANNING
Angelea Weihs 07/23/2019
IN COMPLIANCE WITH CITY OF RENTON STANDARDSBASE MAP/TOPOGRAPHY PROVIDED BYOTHERS. DCG CANNOT BE HELD LIABLEFOR ACCURACY. CONTRACTOR SHALLFIELD VERIFY GRADES, UTILITIES ANDALL OTHER EX FEATURES &CONDITIONS. IF CONDITIONS ARE NOTAS SHOWN &/OR PLANS CANNOT BECONSTRUCTED AS SHOWN, CONTACTDCG PRIOR TO CONSTRUCTION.CALL 811 (2) BUSINESS DAYSBEFORE YOU DIG(UNDERGROUND UTILITYLOCATIONS ARE APPROXIMATE)FIRST UKRAINIAN PENTECOSTAL CHURCH3811 NE 21ST STRENTON, WA 98056AS NOTED2/5/20SEFPORRENOISIGNELAEN TED-40-4083
C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160R-40832865
IN COMPLIANCE WITH CITY OF RENTON STANDARDSBASE MAP/TOPOGRAPHY PROVIDED BYOTHERS. DCG CANNOT BE HELD LIABLEFOR ACCURACY. CONTRACTOR SHALLFIELD VERIFY GRADES, UTILITIES ANDALL OTHER EX FEATURES &CONDITIONS. IF CONDITIONS ARE NOTAS SHOWN &/OR PLANS CANNOT BECONSTRUCTED AS SHOWN, CONTACTDCG PRIOR TO CONSTRUCTION.CALL 811 (2) BUSINESS DAYSBEFORE YOU DIG(UNDERGROUND UTILITYLOCATIONS ARE APPROXIMATE)FIRST UKRAINIAN PENTECOSTAL CHURCH3811 NE 21ST STRENTON, WA 98056AS NOTED2/5/20SEFPORRENOISIGNELAEN TED-40-4083
C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160R-40832965AS A CONDITION OF APPROVAL: LIGHT FIXTURE BASES SHALL BECOORDINATED WITHBIORETENTION FACILITY PIPINGTO AVOID CONFLICT. (TYP)CURRENT PLANNINGAngelea Weihs 07/23/2019
IN COMPLIANCE WITH CITY OF RENTON STANDARDSBASE MAP/TOPOGRAPHY PROVIDED BYOTHERS. DCG CANNOT BE HELD LIABLEFOR ACCURACY. CONTRACTOR SHALLFIELD VERIFY GRADES, UTILITIES ANDALL OTHER EX FEATURES &CONDITIONS. IF CONDITIONS ARE NOTAS SHOWN &/OR PLANS CANNOT BECONSTRUCTED AS SHOWN, CONTACTDCG PRIOR TO CONSTRUCTION.CALL 811 (2) BUSINESS DAYSBEFORE YOU DIG(UNDERGROUND UTILITYLOCATIONS ARE APPROXIMATE)FIRST UKRAINIAN PENTECOSTAL CHURCH3811 NE 21ST STRENTON, WA 98056AS NOTED2/5/20SEFPORRENOISIGNELAEN TED-40-4083
C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160R-40833065AS A CONDITION OF APPROVAL: LIGHT FIXTURE BASES SHALL BECOORDINATED WITHBIORETENTION FACILITY PIPINGTO AVOID CONFLICT. (TYP)DEVELOPMENT ENGINEERINGNathan Janders 03/19/2020CURRENT PLANNINGAngelea Weihs 07/23/2019
IN COMPLIANCE WITH CITY OF RENTON STANDARDSBASE MAP/TOPOGRAPHY PROVIDED BYOTHERS. DCG CANNOT BE HELD LIABLEFOR ACCURACY. CONTRACTOR SHALLFIELD VERIFY GRADES, UTILITIES ANDALL OTHER EX FEATURES &CONDITIONS. IF CONDITIONS ARE NOTAS SHOWN &/OR PLANS CANNOT BECONSTRUCTED AS SHOWN, CONTACTDCG PRIOR TO CONSTRUCTION.CALL 811 (2) BUSINESS DAYSBEFORE YOU DIG(UNDERGROUND UTILITYLOCATIONS ARE APPROXIMATE)FIRST UKRAINIAN PENTECOSTAL CHURCH3811 NE 21ST STRENTON, WA 98056AS NOTED2/5/20SEFPORRENOISIGNELAEN TED-40-4083
C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160R-40833165
IN COMPLIANCE WITH CITY OF RENTON STANDARDSBASE MAP/TOPOGRAPHY PROVIDED BYOTHERS. DCG CANNOT BE HELD LIABLEFOR ACCURACY. CONTRACTOR SHALLFIELD VERIFY GRADES, UTILITIES ANDALL OTHER EX FEATURES &CONDITIONS. IF CONDITIONS ARE NOTAS SHOWN &/OR PLANS CANNOT BECONSTRUCTED AS SHOWN, CONTACTDCG PRIOR TO CONSTRUCTION.CALL 811 (2) BUSINESS DAYSBEFORE YOU DIG(UNDERGROUND UTILITYLOCATIONS ARE APPROXIMATE)FIRST UKRAINIAN PENTECOSTAL CHURCH3811 NE 21ST STRENTON, WA 98056AS NOTED2/5/20SEFPORRENOISIGNELAEN TED-40-4083
C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160R-40833265
DIVISION 26 - ELECTRICAL SPECIFICATIONSGENERAL1. GENERAL CONDITIONS:2. SCOPE:3. CODES AND REGULATIONS:4. STANDARDS:5. SUBMITTALS:6. PERMITS AND DRAWINGS:7. AS-BUILT DRAWINGS:8. GUARANTEE:PRODUCTS3. UNDERGROUND STREET LIGHT JUNCTION BOXES:4. CONDUITS AND FITTINGS:5. WIRE AND CABLE:2. INSTALLATION OF CONDUIT:1. INSTALLATION AND CONNECTION OF ELECTRICALEQUIPMENT:EXECUTION6. LIGHTING FIXTURES :6. CHECKING AND TESTING OFEQUIPMENT AND SYSTEMS:9. TEMPORARY CONSTRUCTION POWER & TELEPHONE:5. CLEANING AND PROTECTION OFPRODUCTS AND PREMISES:4. GROUNDING:7. NAMEPLATES AND LABELS:1. INSTALLATION AND CONNECTION OF WIRING:IN COMPLIANCE WITH CITY OF RENTON STANDARDSBASE MAP/TOPOGRAPHY PROVIDED BYOTHERS. DCG CANNOT BE HELD LIABLEFOR ACCURACY. CONTRACTOR SHALLFIELD VERIFY GRADES, UTILITIES ANDALL OTHER EX FEATURES &CONDITIONS. IF CONDITIONS ARE NOTAS SHOWN &/OR PLANS CANNOT BECONSTRUCTED AS SHOWN, CONTACTDCG PRIOR TO CONSTRUCTION.CALL 811 (2) BUSINESS DAYSBEFORE YOU DIG(UNDERGROUND UTILITYLOCATIONS ARE APPROXIMATE)FIRST UKRAINIAN PENTECOSTAL CHURCH3811 NE 21ST STRENTON, WA 98056AS NOTED2/5/20SEFPORRENOISIGNELAEN TED-40-4083
C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160R-40833365
ESL1.0STREET LIGHTING GENERAL NOTES,SHEET INDEXIN COMPLIANCE WITH CITY OF RENTON STANDARDSBASE MAP/TOPOGRAPHY PROVIDED BYOTHERS. DCG CANNOT BE HELD LIABLEFOR ACCURACY. CONTRACTOR SHALLFIELD VERIFY GRADES, UTILITIES ANDALL OTHER EX FEATURES &CONDITIONS. IF CONDITIONS ARE NOTAS SHOWN &/OR PLANS CANNOT BECONSTRUCTED AS SHOWN, CONTACTDCG PRIOR TO CONSTRUCTION.CALL 811 (2) BUSINESS DAYSBEFORE YOU DIG(UNDERGROUND UTILITYLOCATIONS ARE APPROXIMATE)FIRST UKRAINIAN PENTECOSTAL CHURCH3811 NE 21ST STRENTON, WA 98056AS NOTED2/14/20SEFPORRENOISIGNELAEN TRO-41-4083
C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160T-40830165DEVELOPMENT ENGINEERINGNathan Janders 03/19/2020CURRENT PLANNINGAngelea Weihs 07/23/2019
NE 21ST STNE 21ST ST17'-7"3STREET LIGHTING - POWER & PHOTOMETRICSESL2.0IN COMPLIANCE WITH CITY OF RENTON STANDARDSBASE MAP/TOPOGRAPHY PROVIDED BYOTHERS. DCG CANNOT BE HELD LIABLEFOR ACCURACY. CONTRACTOR SHALLFIELD VERIFY GRADES, UTILITIES ANDALL OTHER EX FEATURES &CONDITIONS. IF CONDITIONS ARE NOTAS SHOWN &/OR PLANS CANNOT BECONSTRUCTED AS SHOWN, CONTACTDCG PRIOR TO CONSTRUCTION.CALL 811 (2) BUSINESS DAYSBEFORE YOU DIG(UNDERGROUND UTILITYLOCATIONS ARE APPROXIMATE)FIRST UKRAINIAN PENTECOSTAL CHURCH3811 NE 21ST STRENTON, WA 98056AS NOTED2/14/20SEFPORRENOISIGNELAEN TRO-41-4083
C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160T-4083023865DEVELOPMENT ENGINEERINGNathan Janders 03/19/2020CURRENT PLANNINGAngelea Weihs 07/23/2019
STREET LIGHTING DETAILSESL3.0IN COMPLIANCE WITH CITY OF RENTON STANDARDSBASE MAP/TOPOGRAPHY PROVIDED BYOTHERS. DCG CANNOT BE HELD LIABLEFOR ACCURACY. CONTRACTOR SHALLFIELD VERIFY GRADES, UTILITIES ANDALL OTHER EX FEATURES &CONDITIONS. IF CONDITIONS ARE NOTAS SHOWN &/OR PLANS CANNOT BECONSTRUCTED AS SHOWN, CONTACTDCG PRIOR TO CONSTRUCTION.CALL 811 (2) BUSINESS DAYSBEFORE YOU DIG(UNDERGROUND UTILITYLOCATIONS ARE APPROXIMATE)FIRST UKRAINIAN PENTECOSTAL CHURCH3811 NE 21ST STRENTON, WA 98056AS NOTED2/14/20SEFPORRENOISIGNELAEN TRO-41-4083
C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160T-4083036539DEVELOPMENT ENGINEERINGNathan Janders 03/19/2020CURRENT PLANNINGAngelea Weihs 07/23/2019
ESL3.1STREET LIGHTING DETAILSIN COMPLIANCE WITH CITY OF RENTON STANDARDSBASE MAP/TOPOGRAPHY PROVIDED BYOTHERS. DCG CANNOT BE HELD LIABLEFOR ACCURACY. CONTRACTOR SHALLFIELD VERIFY GRADES, UTILITIES ANDALL OTHER EX FEATURES &CONDITIONS. IF CONDITIONS ARE NOTAS SHOWN &/OR PLANS CANNOT BECONSTRUCTED AS SHOWN, CONTACTDCG PRIOR TO CONSTRUCTION.CALL 811 (2) BUSINESS DAYSBEFORE YOU DIG(UNDERGROUND UTILITYLOCATIONS ARE APPROXIMATE)FIRST UKRAINIAN PENTECOSTAL CHURCH3811 NE 21ST STRENTON, WA 98056AS NOTED2/14/20SEFPORRENOISIGNELAEN TRO-41-4083
C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160T-4083044065DEVELOPMENT ENGINEERINGNathan Janders 03/19/2020CURRENT PLANNINGAngelea Weihs 07/23/2019
DIVISION 26 - ELECTRICAL SPECIFICATIONSGENERAL1. GENERAL CONDITIONS:2. SCOPE:3. CODES AND REGULATIONS:4. STANDARDS:5. SUBMITTALS:6. PERMITS AND DRAWINGS:7. AS-BUILT DRAWINGS:8. GUARANTEE:PRODUCTS10. UNDERGROUND STREET LIGHT JUNCTION BOXES:11. CONDUITS AND FITTINGS:12. WIRE AND CABLE:2. INSTALLATION OF CONDUIT:1. INSTALLATION AND CONNECTION OF ELECTRICALEQUIPMENT:EXECUTION13. LIGHTING FIXTURES :6. CHECKING AND TESTING OFEQUIPMENT AND SYSTEMS:9. TEMPORARY CONSTRUCTION POWER & TELEPHONE:5. CLEANING AND PROTECTION OFPRODUCTS AND PREMISES:4. GROUNDING:14. NAMEPLATES AND LABELS:3. INSTALLATION AND CONNECTION OF WIRING:CITY OF RENTON STANDARDESL4.0STREET LIGHTING SPECIFICATIONSIN COMPLIANCE WITH CITY OF RENTON STANDARDSBASE MAP/TOPOGRAPHY PROVIDED BYOTHERS. DCG CANNOT BE HELD LIABLEFOR ACCURACY. CONTRACTOR SHALLFIELD VERIFY GRADES, UTILITIES ANDALL OTHER EX FEATURES &CONDITIONS. IF CONDITIONS ARE NOTAS SHOWN &/OR PLANS CANNOT BECONSTRUCTED AS SHOWN, CONTACTDCG PRIOR TO CONSTRUCTION.CALL 811 (2) BUSINESS DAYSBEFORE YOU DIG(UNDERGROUND UTILITYLOCATIONS ARE APPROXIMATE)FIRST UKRAINIAN PENTECOSTAL CHURCH3811 NE 21ST STRENTON, WA 98056AS NOTED2/14/20SEFPORRENOISIGNELAEN TRO-41-4083
C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160T-4083054165DEVELOPMENT ENGINEERINGNathan Janders 03/19/2020CURRENT PLANNINGAngelea Weihs 07/23/2019
LANDSCAPE PLANGRAPHIC SCALE1 inch = ft.( IN FEET )04040408020NTREESLANDSCAPE LEGENDSYMBOLSIZEQTYSYMBOLSIZEQTYDESCRIPTIONDESCRIPTIONSHRUBS & GROUNDCOVERT220Acer platanoides 'Crimson Sentry'Crimson Sentry Maple2" CAL.Well FormedT510Cercis canadensis 'Forest Pansy'Forest Pansy Redbud2" Cal.Well FormedT139Cupressus nootkantensis 'pendula'Weeping Alaska Cedar6' HT. Min.S1170Prunus lusitanica or sim. Evergreen ShrubPortugal Laurel 5 Gal.Full/CompactS258/59Carex testacea & Pennisetum Little BunnyOrange Sedge & Little Bunny Grass1 GalS360Azalea ' Girard's Hot Shot'Red Hot Shot Evergreen Azalea2 Gal.S526Rhododendron, Kalmia or similar Flowering Evergreen 5 Gal.Full/CompactS7215Nandina domestica c. 'Gulf Stream'Gulf Stream Heavenly Bamboo2 Gal.Full/CompactT12Styrax japonicaJapanese Snowbell Tree2" CAL.Well Formed7Cupressocyparis o. TortulosaTwisted Hinoki Cypress6' Ht. Interesting formENLARGED TYPICAL AREASGRAPHIC SCALE1 inch = ft.( IN FEET )02020204010NS10176Potentilla fruticosa 'goldfinger'Goldfinger Cinquefoil (yellow or Orange sim.)1 Gal.GROUNDCOVER:Arctostophyllus uva ursi 'Massachusetts'1 Gal.Kinnickinnick@18" OC Triangular SpacingGROUNDCOVER:Juniperus squamata 'Blue Star'1 Gal.Blue Star Juniper@36" OCS618Huechera varietiesCaramel, Marmalade, Dark Knight, Fire Chief, Green1 gal.S1336Prunus l. 'Mt Vernon'Mt Vernon Laurel1 Gal.s171Miscanthus sinensis 'ROTESILBER'RED Silverfeather Maiden Grass1 Gal.27Calamagrostis acutifloraKarl Forester Grass1 Gal.T31Acer palmatum 'Emperor One' or Sim.Red Upright Japanese Maple 1 1/2" Cal. Well FormedSIZEQTYSYMBOLDESCRIPTIONSHRUBS & GROUNDCOVERHMACFISCWJPEACGCOSMEPCVine MapleCornus stoloniferaRed Osier Dogwood106Acer circinatum201 Gal.1 Gal.42147771442162779Golden Variegated Sweet FlagAcorus gramineus 'Ogon'4" plugJuncus patens 'Elk Blue'Elk Blue RushIberis siberica 'Chilled Wine'Chilled Wine Iris4" plug4" plugCarex flaccaBlue Sedge4" plugEpimedium pinnatum 'Colchicum'Epimedium4" plugHakonchloa macra 'aureola'Yellow Japanese Grass4" plugCornus sanguinea 'Midwinter Fire'Mid Winter Fire Red Twig Dogwood4" plugT66Prunus serrulataFlowering Cherry Double2" CAL.Well FormedHydroseeding for Typical Lawn AreasOR SODDiamond Green Turf Mix - Sunmark Seeds www.sunmarkseeds.comBotanical NameCommon Name% by WeightSchendonorus arundinacea var. Crossfire 3Crossfire III Turf Type Tall Fescue30%Schendonorus arundinacea var. Mustang 4Mustang IV Turf Type Tall Fescue30%Lolium perenne var Blazer 4Blazer IV Perennial Ryegrass15%Lolium perenne var Dasher 3Dasher 3 Perennial Ryegrass15%Festuca rubra var Jasper IIJasper II Creeping Red Fescue5%Festuca rubra spp fallax var WindwardWindward Chewings Fescue5%TED-40-4083
DATE:FIELDBOOK:DRAWING NO:PAGE:SHEET: OF:SCALE:DESIGNED:DRAWN:CHECKED:APPROVED:NO.REVISIONBYDATEAPPRSURVEYED:VERTICAL: NAVD 1988IF NOT ONE INCHONE INCHAT FULL SCALEHORIZONTAL: NAD 1983/1991SCALE ACCORDINGLYDATUMPlanning/Building/Public Works Dept.CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSBASE MAP/TOPOGRAPHY PROVIDED BYOTHERS. ABOSSEIN ENGINEERING (AE)CANNOT BE HELD LIABLE FORACCURACY. CONTRACTOR SHALL FIELDVERIFY GRADES, UTILITIES AND ALLOTHER EX FEATURES & CONDITIONS. IFCONDITIONS ARE NOT AS SHOWN &/ORPLANS CANNOT BE CONSTRUCTED ASSHOWN, CONTACT AE PRIOR TOCONSTRUCTION.CALL 811 (2) BUSINESS DAYSBEFORE YOU DIG(UNDERGROUND UTILITYLOCATIONS ARE APPROXIMATE)FIRST UKRAINIAN PENTECOSTAL CHURCH3811 NE 21ST STRENTON, WA 9805611-19-19POURAZARI #39659PERMIT SUBMITTALKLOGEODETIC SURVEYINGSERVICEKLOKLOAS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160..\..\..\1-DRAFTING\NBD TB\NBD LOGO 2016 old paths.jpg1320 ALAMEDA AVE, SUITEBFIRCREST, WA 98466253-460-6067NBDINC@ME.COMSIZEQTYSYMBOLDESCRIPTIONSHRUBS & GROUNDCOVER42L1File Name: 1826LSJ.dwgR-408334JREVISED PER AGENCY COMMENTSAJN01/29/2020KLONE 21ST ST(N)SIDEWALK MATACH(E)(E) P.L.(N) P.LP.L. = 163.25'(E) SIDEWALK(N) LANDSCAPING(E) SIDEWALK(E) SEWER LINE(E) GASLINETREEP.L. = 403.63'PROPOSED SANCTUARY ANDLOBBY ADDITION 1,483 SF(E) SANCTUARY(E) SIDEWALK435'435'P.L. = 76.0'P.L. = 217.5'PROPOSEDRAMP (1:12 SL)435'P.P. = 107.01'
P.L. =200.83'(E) CLASSROOMS ANDOFFICESAREA OFINTERIORREMODELFDC & PIVLOCATION, TOREMAIN(E) WTR METERRELOCATE TO ROADWAY PLANTER STRIPSEE CIVIL DWGS / SITEDEVELOPMENT APPLICATION FORFRONTAGE IMPROVEMENTSP.L. = 217.5'P.L. = 163.25'MATCH LINESOUTHEXIST. WATERLINELANDSCAPING DEMO EXIST.CONC. CURB &LANSCAPINGRAMP UP RAMP UP 2 S (ELEC.)(ELEC.)1S5 H SH VAN(E) SIDEWALK(N) 5'-0"W X 6'-0"L RAMP W/1:12SLOPE(N) ELECTRICCAR CHARGINGSTATIONENCLOSED TRASH AREA(10'-0"W x 10'-0"L x 6'-0"H)434'13C(E)5S(E)9S7S15S8S15C12S(E) LAND-SCAPE AREALANDSCAPE9S9C11CDEMO (E)CURBSDEMOPORTION OF(E) SIDEWALK5'-0"W X 6'-0"LRAMP W/1:12SLOPESE 104TH ST(N) WATERLINE(E) UTILITY EASEMENT(RECORDING # 7309130503)CENTERLINEA1.03PERVIOUS ASPHALT(SEE CIVIL DRWGS)PERVIOUS ASPHALT(SEE CIVIL DRWGS)PERVIOUS ASPHALT(SEE CIVIL DRWGS)EXIST. IMPERVIOUSASPHALT, TYP.EXIST. IMPERVIOUSASPHALT, TYP.EXIST. IMPERVIOUSASPHALT, TYP.EXIST. IMPERVIOUSASPHALT, TYP.NEW WATERLINEFOR FDCPRIVATE FIRESPRINKLERSUPPLY LINEFROM HYDRANTTO BUILDINGRELOCATEDFIRE HYDRANTLIGHT POLE,TYP. OF 5(N) FIRE HYDRANT435'434'433'PARKING STALLS:EXISTING = 90ADDITIONAL = 77TOTAL PARKING =141 REQUIRED167 PROVIDEDTYPESTALL REQUIREDPROVIDEDHANDICAP 5151-200=6 5VAN ACCESSABLEADA 1- 1STANDARD w/CHARGE 2- 2STANDARD122-75%COMPACT 34MAX 30%21%TOTAL164NOTE:ALL NEWSTANDARD (S) PARKING STALLS ARE 9'-0" W X 20'-0" L AND ALLNEWCOMPACT (C) PARKING STALLS ARE 8'-6" W X 16'-0" L. ALLEXISTING(E) PARKING STALLS ARE TYPICALLY DIMENSIONED.NEW SIDEWALK TRANSITIONNEW SIDEWALKTRANSITIONFULLY SIGHT OBSCURINGLANDSCAPING OF SHRUBS ANDTREES SEE LANDSCAPE PLAN12S(E)17S(E)SEE LANDSCAPE PLAN FORISLAND PLANTINGMIX OF SHRUBS AND TREES1 TREE PE 30 LF1 SHRUB PER 20 SF+ GROUNDCOVERSEE LANDSCAPING PLAN12SFULLY SIGHT OBSCURINGLANDSCAPING OF SHRUBS ANDTREES SEE LANDSCAPE PLAN855 SFLANDSCAPE LAWN TYP.GENERAL NOTES:SEE LANDSCAPE PLANS FOR COMPLETELANDSCAPE DETAILSSEE CIVIL PLANS, UNDER SEPERATE PERMIT,FOR ALL FRONTAGE IMPROVMENTS,SITEWORK GRADING AND SITE UTILITIESDEVELOPMENT APPLICATION FOREXTENDED EXISTINGWATER MAINEXISTING WATER MAIN468.5 SF468.5 SF1059 SF1279 SF 1097 SF637 SF812 SF784 SF1050 SF1136 SFPARKING LANDSCAPING CALCSINTERIOR LANDSCAPING AT PARKING: 35SF/STALL IF OVER 100 STALLS167x35=5,845 SF REQUIREDPROVIDED:6,830 SFALTHOUGH NOT COUNTED, ENDS AT LANDSCAPE ISLANDS WILL REMAINPLANTED, BUT WILL NOT COUNT TOWARD PROVIDED INTERIOR PARKINGLANDSCAPING. INSTEAD OF WHEEL STOP, CARS WILL HAVE A CURB ATPLANTERS WITH 2' GROUND COVER8" EXISTING WATER MAIN WILL NEED TO BE EXTENDED SOTHAT THE POINT OF CONNECTION TO THE CITY WATERMAIN IS LESS THAN 50 FEET FROM THE RISER ROOMWITHIN THE BUILDING IS LESS THAN 50 FEET.AeccDbNetwork (AeccNetwork130)AeccDbStructure (AeccNetwork130)AeccDbFace (AeccLand130)AeccDbLotLine (AeccLand130)AeccDbFace (AeccLand130)T5T5T5T5T5T13T1T1S2S2S2S2S2S2S5S3S2S2S2S2S2S2S3S3S7S7S7S7S7S7S7S7S7S7S7S7S5S5S5S5T13S2S2S2S2S2S2S2S2S3S3S7T2T2T2T2T2T2
T2T2T2T2T2T2T2S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7
S7
S7S7S7
S7S7S7S7
S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7
S7S7S7S7S7S7 S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S5S5S5S5S5S3
S3S3S3S3S3S3S3S2S2S2S2S2 S5S5S5S5S5S3S3S3S3S3S3S3S3S2S2
S2 S2
S2 EXISTING 6' SOLIDBOARD FENCET5S2 S2S3T5S1S1S1S1S7S7S7S7S5S2 S2S2S2S1S1S1S1S7S7S7S7S5S2S2S2S1S1S7S7S7S7S5S2S2S2S1S1S1S1S7S7S7S7S5S2S2S2S1S1S1S1S7S7S7S7S5S2S2S2S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10 T13S2S2S10S10S10S3S10S10S10S10S10S10S10S10S10S10S10S2 T2S7S1S1S1S1S7S7S7S7S7S1S1S1S7S7S7S7
S10S10
S10S10
S10
S10 S10
S10
S10S10S10S10
S10
S10
S10S10S10
S10
S10
T13T13S2S10S10S10S10T13 S1S1S1S7S7S7S2S2S2S10 T13T13 S2S2S2S2S10S10S7S3S3S2S2S10S10S10S10S10S10T13S2S2S5S5S5S3S3S3S3S3S3S17S3S3S3S3S3S3S5S5T3S2S2S2S2S2S2S2S2S2S2S6S6S6S6S6S6S6S6S6S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S3S3S3S3S3S3S3S3S3S7S2S6S6S6 S10S10S10S10S10S10S10S10S10S2S2S2S10S10S10S10S10S10S10S10COSMCOSM T2T2S10ISCWISCWISCWCFCFCFCFCFCFCFCFCFCFCFCFCFJPEJPEJPEJPEJPEJPEACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGHMAHMAHMAHMAHMAHMAS10JPEJPEJPEJPEJPEJPEJPEJPEJPEJPECFCFCFCFCFCFCFCFCFCFCFJPEJPEJPEJPEJPECOSMCOSMISCWISCWISCWCFCFCFCFCFCFCFCFCFCFCFCFCFJPEJPEJPEJPEJPEJPEACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGHMAHMAHMAHMAHMAHMAJPEJPEJPEJPEJPEJPEJPEJPEJPEJPECFCFCFCFCFCFCFCFCFCFCFJPEs10COSMCOSMISCWISCWISCWCFJPEJPEJPEJPEJPEJPEACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGCOSMCOSMCOSMCOSMCOSMCOSMISCWISCWISCWISCWISCWISCWISCWISCWISCWISCWISCWISCWISCWISCWISCWISCWJPEJPEJPEJPEJPEJPES10JPEJPEJPES10S10HMAHMAHMAISCWISCWISCWISCWISCWISCWISCWISCWEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCS2S2S2S3S2S2S3S10S10S10S10S10S2S10S10S10S10S10S10HMAHMAHMAISCWISCWISCWISCWISCWISCWISCWEPCEPCCOSMCOSMISCWISCWISCWCFCFCFCFCFCFCFCFCFCFCFCFCFJPEJPEJPEJPEJPEJPEACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGHMAHMAHMAHMAHMAHMAS10JPEJPEJPEJPEJPEJPEJPEJPEJPEJPECFCFCFCFCFCFCFCFCFCFCFJPEJPECOSMCOSMISCWISCWISCWCFCFCFCFCFCFCFCFCFCFCFCFCFJPEJPEJPEJPEJPEJPEACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGHMAHMAHMAHMAHMAHMAJPEJPEJPEJPEJPEJPEJPEJPEJPEJPECFCFCFCFCFCFCFCFCFCFCFJPEs10COSMCOSMISCWISCWISCWCFJPEJPEJPEJPEJPEJPEACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGISCWISCWISCWISCWISCWISCWEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCS2S2S2S10S10COSMCOSMCOSMISCWISCWISCWISCWISCWISCWS5S3S3S6S6S6S6S6S6S2S2S2COSMCOSMISCWISCWISCWCFCFCFCFCFCFCFCFCFCFCFCFCFJPEJPEJPEJPEJPEJPEACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGHMAHMAHMAHMAHMAHMAS10JPEJPEJPEJPEJPEJPEJPEJPEJPEJPECFCFCFCFCFCFCFCFCFCFCFJPEJPEJPEJPEJPECOSMCOSMISCWISCWISCWCFCFCFCFCFCFCFCFCFCFCFCFCFJPEJPEJPEJPEJPEJPEACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGHMAHMAHMAHMAHMAHMAJPEJPEJPEJPEJPEJPEJPEJPEJPEJPECFCFCFCFCFCFCFCFCFCFCFJPEs10COSMCOSMISCWISCWISCWCFJPEJPEJPEJPEJPEJPEACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGISCWISCWISCWISCWISCWJPEJPEISCWEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCS2S2S2S2S2S2S2S2S2T6T6T6T6T6S1S1T6100% SITE OBSCURINGPARKING PERIMETER LS4934 SF, 508 LF1 TREE PER 30 LF = 17 REQUIRED17 TREES PROPOSED1 SHRUB PER 20SF = 247 SHRUBS268 SHRUBS PROPOSEDGROUNDCOVER467 SF1019 SF1,380 SF1,103 SF1,020 SF91 SF104 SF271 SF466 SF396 SF109 SF267 SF81 SFT2T2T2T2193 SF199 SF156 SF274 SF426 SF1,896 SF454 SF118 SF725 SF170 SF269 SFS1S7S1S1S1S7S7S7S7S7S7S7S7S7S7S7S1S1S1S1S10 S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S1S7S1S1S1S7S7S7S7S3S2S2S2T5T5S10S10S10S10S10S10S10S2S2S2S2S2S3S3S3S7S7S7S10S10S10S10S10S10S10S2S2S2S2S2S3S3S3S7S7T5S2S10S10S10S10S10S10S10S2S2S2S2S2S3S3S7S7S3S7S10S10S108'9'-11"21'-1"15'-1"12'18'-9"16'-3"12'-2"11'-7"22'-7"R1'82'100'-10"19'-4"17'-11"R18'-9"R3'R3'R3'R3'R3'-1"R3'-1"R3'R3'R22'-7"R26'-6"20'-5"20'-4"94'-6"109'-1"76'-6"8'8'8'14'-7"82'72'-1"10'10'19'-7"22'-9"10'28,028 SFSOUTHPROPERTYPERVIOUS16,610 SF NWPROPERTYPERVIOUSS1S7S7S1
NE 21ST ST(E) P.L.(N) P.LP.L. = 163.25'(N) LANDSCAPING(E) SEWER LINEP.L. = 403.63'435'RELOCATE TO ROADWAY PLANTER STRIPEXIST. WATERLINEDEMO EXIST.CONC. CURB &LANSCAPINGRAMP
UP
2 S (ELEC.)(ELEC.)1S5 H S(E) SIDEWALK(N) ELECTRICCAR CHARGINGSTATION434'13C(E)5S(E)(E) LAND-SCAPE AREADEMO (E)CURBSDEMOPORTION OF(E) SIDEWALK5'-0"W X 6'-0"LRAMP W/1:12SLOPE(N) WATERLINECENTERLINEEXIST. IMPERVIOUS
ASPHALT, TYP.
EXIST. IMPERVIOUS
ASPHALT, TYP.(N) FIRE HYDRANT17S(E)1279 SF
1097 SF637 SF812 SF784 SFT5T5S2S2S2S1S1S1S1S7S7S7S7S5S2S2S2S2S1S1S1S1S7S7S7S7S5S2S2S2S1S1S7S7S7S7S5S2S2S2S1S1S1S1S7S7S7S7S5S2S2S2S1S1S1S1S7S7S7S7S5S2S2S2S10S10S10T13S2S2S10S10S10S3S10S10S10S10S10S10S10S10S10S10S10S2S7S1S1S1S1S7S7S7S7S7S1S1S1S7S7S7S7T13
S1S7S7
S7S2S2S2
S10T13
T13 S2S2S2S2S10S10S7S3S3S2S2S10S10S10S10S10S10T13 S2S2S5S5S5S3S3S3S3S3S3S17S3S3S3S3S3S3S5S5T3S2S2S2S2S2S2S2S2S2S2S6S6S6S6S6S6S6S6S6S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S13S3S3S3S3S3S3S3S3S3S7S2S6S6S6S10S10S10S10S10S10S10S10S10S2S2S10S10S10S10S10S10S10S10T2T2S10HMAHMAS10JPEJPEJPEJPEJPECFCFCFCFCFCFCFCFCFCFJPEJPEJPEJPEJPECOSMCOSMCOSMCOSMCOSMCOSMISCWISCWISCW
ISCW ISCW ISCWISCW
ISCW ISCWISCW
ISCW
JPEJPEJPEJPEJPEJPES10JPEJPEJPEEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCS5S3S3S6S6S6S6S6S6S2S2S2COSM COSM
ISCW
ISCW
ISCW
CFCFCFCF
CFCFCF
CF CFCF
CF
CF CF
JPEJPE
JPE
JPEJPEJPE
ACGACGACGACGACGACGACGACGACGACGACGACG
ACGACGACGACGACGACG ACGACGACGACGACGACG
HMA HMA HMA
HMAHMAHMA
S10
JPE
JPE
JPE
JPE
JPE
JPE
JPE
JPE
JPE
JPE
CFCFCFCF
CFCF CFCF
CF
CF CFJPE
JPEJPE
JPE
JPE
COSM COSM
ISCW
ISCW
ISCW
CFCFCFCF
CFCFCF CF CFCF
CF
CF CF
JPEJPE
JPE
JPEJPEJPE
ACGACGACGACGACGACGACGACGACGACGACGACG
ACGACGACGACGACGACGACGACGACGACGACGACG
HMA HMA HMA
HMAHMAHMA
JPE
JPE
JPE
JPE
JPE
JPE
JPE
JPE
JPE
JPE
CFCFCFCF
CFCF CFCF
CF
CF CF
JPE
s10
COSM COSM
ISCW
ISCW
ISCW
CF
JPEJPE
JPE
JPEJPEJPE
ACG ACGACGACGACGACG
ACGACGACGACGACGACG
ACG ACGACGACGACGACGACGACGACGACGACGACG
ISCW
ISCW
ISCW ISCW
ISCW
JPE
JPE
ISCW
EPC EPCEPC EPCEPC
EPC EPC
EPC
EPCEPCEPC EPCEPC
EPCEPCEPCEPCEPCEPC
EPCEPCEPC
EPC EPC
EPCS2S2S2S2S2S2S2S2S2 T6T6T6T6T6S1S1T6S1S7S1S1S1S7S7S7S7S7S7S7S7S7S7S7S1S1S1S1S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S7S1S1S1S7S7S7S7P.L. =200.83'P.L. = 217.5'LANDSCAPING 9S7S15S12S9S9C11CPERVIOUS ASPHALT(SEE CIVIL DRWGS)EXIST. IMPERVIOUSASPHALT, TYP.EXIST. IMPERVIOUSASPHALT, TYP.LIGHT POLE,TYP. OF 512S855 SF
468.5 SFT5T5T13T1S2S2S2S5S3S2S2S2S2S2S2S3S3S7S7S7S7S7S7S7S7
S7 S7 S7 S7
S5S5S5S5T13S2S2S2S2S2S2S2S2S3S3S7
T2T2T2T2T2T2T2S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7
S7S7S7S7S7 S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S5S5S5S5S5S3S3S3S3S3S3S3S3S2S2S2S2S2T5S2S2S3T5S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10S10T13
S2
S10
S10S10
S10
T13 COSMCOSMISCW
ISCWISCWCFCFCFCFCFCFCFCFCFCFCFCFCFJPEJPEJPEJPEJPEJPEACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGHMAHMAHMAHMAJPEJPEJPEJPEJPECFs10S10S10HMAHMAHMAISCW
ISCWISCWISCWISCW ISCW
ISCWISCWEPCEPCEPCEPCEPCEPCS2S2S2S3S2S2S3S10S10S10S10S10S2
S10
S10S10
S10S10 S10HMAHMAHMAISCWISCWISCW
ISCW ISCWISCWISCWEPCEPCCOSMCOSMISCWISCW
ISCWCFCFCFCF CFCFCFCFCFCFCFCFCFJPEJPEJPEJPEJPEJPEACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGHMAHMAHMAHMAJPEJPEJPEJPEJPECFs10ISCWEPCEPCEPCT2T2S3S2S2S2T5T5S10S10S10S10S10S10S10S2S2S2S2S2S3S3S3S7
S7
S7
S10S10S10S10S10S10S10S2S2S2S2S2S3S3S3S7S7SEE SHEET L2 FORENLARGED STORM LAYOUTS1S7LANDSCAPING PLANTING PLAN & LEGENDCURRENT PLANNINGAngelea Weihs 07/23/2019
GENERAL LANDSCAPE NOTES1. Contractor is responsible for obtaining all necessary permits from the appropriate agency prior tocommencing work. Contractor shall contact Line Locators (811) a min. of 48 hours prior to any digging ortrenching. If there are any discrepancies with existing lines and landscaping, it is the contractor'sresponsibility to contact the landscape architect and request a site visit to address the conflicts.Contractor shall comply and conform to any and all local and state codes for work, schedules and anyother project related requirements.2. Contractor shall coordinate directly with the landscape architect for all landscape related issues, concerns,inspections and approvals. Contractor shall provide the landscape architect with a written request for asite visit to address any related items.3. Scope of work shall include any and all specified and unspecified but related incidental work to achievethe design indicated on the landscape plans. All labor, materials, subcontractors, equipment, and relatedincidental items shall be supplied and installed to achieve a complete project, unless directed otherwiseby the general contractor or landscape architect.4. Contractor to verify all sub grades are set below required amendments to insure the finished grade willmatch what is intended by civil or drainage design. All sub grades and finished or final grades shall begraded to drain to the designed drainage system with positive drainage away from all structures.5. Grade Preparation:All planting areas shall be cleaned of all construction and native debris, rocks 1" and larger, and any otherobjects considered harmful to plant life. The debris shall be hauled off site. Soils shall be excavated 6"below finish grade. Place 4" of highly organic topsoil (5-way) in planting areas and till in total depth of 12".6. Mulching: All planting pits to receive a minimum of 3" of Medium grind black bark mulch. Top of allMulching shall be ½" below - flush to the top of all paving surfaces. Provide for a min. 6" clearance of allmulches and lawns that are immediately adjacent to any building faces measured from the bottom ofsiding to the top of landscape surface.7. Contractor shall field layout all plant material and contact the landscape architect for a site visit to approvethe layout. Any field modifications shall be done by the landscape architect prior to planting.8. Contractor shall immediately notify the landscape architect of any poor drainage condition in landscapeareas. No standing water shall be permitted in any landscape areas - either on the surface or below thetopsoil. The landscape architect shall coordinate the drainage solution with the general contractor and civilengineer. Once the concerns have been remedied planting shall commence.9. All groundcover to be planted in a triangular spacing formation, equal in all directions to the centers of thegroundcovers in distances indicated in the legend. Contractor shall verify all quantities of groundcovers byarea calculations and spacing requirements.10. Landscaping is to be per plan. Plant substitutions due to availability or otherwise will be allowed only withlandscape architect, owner and agency approval. Any substitutions will be with material of similar size,growth characteristics, and quality.11. All trees must be staked as necessary so as to maintain material in a healthy, vigorous growing condition.12. Landscaping shall be installed in a professional workmanlike manner that is consistent and acceptedthroughout the industry. All landscape and irrigation work shall be performed by experienced personsfamiliar with scope of project.13. All landscape material and labor is to be guaranteed for a period of one full year from the time ofcompletion.14. When planting 'Balled and Burlapped' product, gently place root ball in prepared hole with burlap still onthe root ball. Remove all wire from any B&B plant material, cut jute strings and roll burlap off top of rootball. If burlap is green in color, carefully remove the entire burlap bag and all binding from the root ball.15. Street trees shall have caliper size of at least 2" measure per American Association of NurserymenStandards.16. Street trees shall be high branching with canopy that starts at least 6' above finish grade.17. All plant I.D. tags are to remain on the plant material until final inspection has been completed. Onceapproved all plant I.D. tags shall be removed and discarded appropriately.18.Trees shall be cared for in accordance with the American National Standards Institute (ANSI) standardpractices for trees, shrubs and other woody plant maintenance (ANSI 300) in order to allow them toreach there mature height and form.19. Pruning of street trees shall be performed per the ANSI 300 standards so as to maintain the naturalform of the tree, encourage vigorous growth to a mature spread and height, and avoid weakening thetree to create a hazard. Street trees shall not be topped pollarded, or otherwise pruned in a mannercontrary to these goals, unless there is no practicable alternative that would preserve essential utilityservices.20. Plant material selected is drought tolerant or native species. The project proponent shall beresponsible for maintaining and watering all plant material throughout the first growing season and in timesof drought.TEMPORARY IRRIGATIONThe project proponent shall ensure that a minimum of one (1) inch of water is supplied each week to therestoration area between May 1 and October 15 for a least the first two years following initial planting. Thecalculated amount of required water shall include both natural rainfall and temporary irrigation. 2 X BALL DIA.BACKFILL W/ BACKFILLMIXTURE AS INDICATEDIN NOTE IN 9" LAYERS.WATER AND TAMP TOREMOVE AIR POCKETSFORM CONTINUOUSRIMREMOVE ALL WIRE WRAPAND PLASTIC WRAP.REMOVE BURLAP FROMTOP OF ROOT BALLNOTES:1. PLANTING BACKFILL:50% EXISTING SOIL, 50% 1/4 MINUSCOMPOST, MIXED THOROUGHLY2. FOR MULCH TYPE SEELANDSCAPE NOTES.3. IF B&B AND BURLAP ISGREEN IN COLOR. REMOVECOMPLETELY BEFORE INSTALLINGPLANT.MULCH & TOPSOIL ORAMENDED BASE, REFER TOLS NOTES FOR DEPTHWHEN B&B: REMOVEALL WIRE AND ROLLBURLAP OFF OFTOP OF ROOTBALLSHRUB PLANTING DETAILN.T.S.MULCH TO DEPTHSPECIFIED IN NOTES3" MULCH2"
6" FROM BASE
OF BRANCHING
6"12" 2 X BALL DIA.DECIDUOUS TREESCARIFY SIDES OF PIT,BACKFILL WITH SOILMIXTURE INDICATED INTHE NOTES IN 9"LAYERS. WATER ANDTAMP TO REMOVE AIRPOCKETS(2) 2X2 OR 2" DIA. WOOD STAKESDRIVEN INTO SUBGRADE OR SIM.METHODFORM SAUCER WITHCONTINUOUS RIMINTERLOCKING PLASTIC TREE TIESOR AGENCY APPROVED EQUALENSURE PROPER SUBBASEEXISTS; CLEAR ALLCONCRETE AND OTHERDEBRIS FROM PLANTERSPRIOR TO BACKFILLINGAND PLANTINGTOPSOIL OR AMENDEDBASE, REFER TO LSNOTES FOR DEPTHWHEN B&B: REMOVE ALLWIRE AND ROLL BURLAPOFF OF TOP OF ROOTBALLNOTES:1. PLANTING BACKFILL:50% EXISTING SOIL, 50% 1/4 MINUSCOMPOST, MIXED THOROUGHLY2. FOR MULCH TYPE SEE LANDSCAPENOTES.3. IF B&B AND BURLAP IS GREEN IN COLOR.REMOVE COMPLETELY BEFOREINSTALLING PLANT.DECIDUOUS TREE PLANTING & STAKING DETAILN.T.S.MULCH TO DEPTH SPECIFIEDINTERLOCKING PLASTIC TIESCONIFER TREECONTINUOUS RIMFORM SAUCER WITH2x2 STAKE DRIVENINTO SUBGRADESECURE STAKE TO TREE W/EXCAVATE PIT TO DEPTH OFROOTBALL OR POT.SCARIFY SIDES AND BOTTOMOF PIT, BACKFILL W/ SOILMIXTURE INDICATED IN NOTES,FILL IN 9" LAYERS, WATER ANDTAMP TO REMOVE AIR POCKETSMULCH & TOPSOIL ORAMENDED BASE, REFERTO LS NOTES FOR DEPTHWHEN B&B: REMOVE ALLWIRE AND ROLL BURLAPOFF OF TOP OF ROOTBALLNOTES:1. PLANTING BACKFILL:50% EXISTING SOIL, 50% 1/4MINUS COMPOST, MIXEDTHOROUGHLY2. FOR MULCH TYPE SEELANDSCAPE NOTES.3. IF B&B AND BURLAP ISGREEN IN COLOR. REMOVECOMPLETELY BEFOREINSTALLING PLANT.IN LANSCAPE NOTESEVERGREEN TREE PLANTING & STAKING DETAILN.T.S.Juncus patens 'Elk Blue'Elk Blue RushIberis siberica 'Chilled Wine'Chilled Wine Iris--@ 1' O.C.1 GAL.1 GAL.@ 1' O.C.Golden Variegated Sweet FlagAcorus gramineus 'Ogon'Cornus stoloniferared osier dogwoodPhysocarpus capitatusninebark---@ 1' O.C.1 GAL.@ 5' O.C.1 GAL.@ 5' O.C.1 GAL.ACGJPEISCWCFCarex flaccaBlue Sedge-1 GAL.@ 1' O.C.EPCHMACOSMEpimedium pinnatum 'Colchicum'Epimedium-1 GAL.@ 1' O.C.Hakonchloa macra 'aureola'Yellow Japanese Grass-1 GAL.@ 1' O.C.Cornus sanguinea 'Midwinter Fire'Mid Winter Fire Red Twig Dogwood-1 GAL.@ 1' O.C.SIZEQTYSYMBOLDESCRIPTIONRAIN GARDEN SHRUBS & GROUNDCOVER - QTYS ON SHT L1@ 5' O.C.Vine MapleAcer circinatum-5 GAL.T5-Cercis canadensis 'Forest Pansy'Forest Pansy Redbud2" Cal.Well FormedT13-Cupressus nootkantensis 'pendula'Weeping Alaska Cedar6' HT. Min.TYPICAL INTERIOR PLANTERGRAPHIC SCALE1 inch = ft.( IN FEET )0101010205NTED-40-4083
DATE:FIELDBOOK:DRAWING NO:PAGE:SHEET: OF:SCALE:DESIGNED:DRAWN:CHECKED:APPROVED:NO.REVISIONBYDATEAPPRSURVEYED:VERTICAL: NAVD 1988IF NOT ONE INCHONE INCHAT FULL SCALEHORIZONTAL: NAD 1983/1991SCALE ACCORDINGLYDATUMPlanning/Building/Public Works Dept.CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSBASE MAP/TOPOGRAPHY PROVIDED BYOTHERS. ABOSSEIN ENGINEERING (AE)CANNOT BE HELD LIABLE FORACCURACY. CONTRACTOR SHALL FIELDVERIFY GRADES, UTILITIES AND ALLOTHER EX FEATURES & CONDITIONS. IFCONDITIONS ARE NOT AS SHOWN &/ORPLANS CANNOT BE CONSTRUCTED ASSHOWN, CONTACT AE PRIOR TOCONSTRUCTION.CALL 811 (2) BUSINESS DAYSBEFORE YOU DIG(UNDERGROUND UTILITYLOCATIONS ARE APPROXIMATE)FIRST UKRAINIAN PENTECOSTAL CHURCH3811 NE 21ST STRENTON, WA 9805611-19-19POURAZARI #39659PERMIT SUBMITTALKLOGEODETIC SURVEYINGSERVICEKLOKLOAS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160..\..\..\1-DRAFTING\NBD TB\NBD LOGO 2016 old paths.jpg1320 ALAMEDA AVE, SUITEBFIRCREST, WA 98466253-460-6067NBDINC@ME.COM43L2SIZEQTYSYMBOLDESCRIPTIONRAIN GARDEN SHRUBS & GROUNDCOVER - QTYS ON SHT L1File Name: 1826LSJ.dwgR-408334JREVISED PER AGENCY COMMENTSAJN01/29/2020KLOFOR REFERENCE ONLY SEE CIVIL SETTYPICAL INTERIOR PLANTERSTORM FUNCTION - PER CIVILGRAPHIC SCALE1 inch = ft.( IN FEET )02020204010N12SEXIST. IMPERVIOUSASPHALT, TYP.12SEXTENDED EXISTINGWATER MAINEXISTING WATER MAIN1136 SFT5T5T5S2S2S2S2S2S2S3T5S2S2S3S2S10S10S10S10S10S10S10S10T13
T13
S2
S10
S10S10
S10COSMCOSMISCW ISCWISCWCFCFCFCFCFCFCFCFCFCFCFCFCFJPEJPEJPEJPEJPEJPEACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGHMAHMAHMAHMAHMAHMAS10JPEJPEJPEJPEJPEJPEJPEJPEJPEJPECFCFCFCFCFCFCFCFCFCFCFJPEJPEJPEJPEJPECOSMCOSMISCWISCWISCWCFCFCFCFCFCFCFCFCFCFCFCFCFJPEJPEJPEJPEJPEJPEACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGHMAHMAHMAHMAHMAHMAJPEJPEJPEJPEJPEJPEJPEJPEJPEJPECFCFCFCFCFCFCFCFCFCFCFJPEs10COSMCOSMISCWISCWISCWCFJPEJPEJPEJPEJPEJPEACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGCOSMCOSMCOSMCOSMCOSMCOSMISCWISCWISCWISCWISCWISCWISCWISCWISCWISCWISCWISCWISCWISCWISCWISCWJPEJPEJPEJPEJPEJPES10JPEJPEJPES10S10HMAHMAHMAISCWISCWISCWISCWISCWISCWISCWISCWEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCVINE MAPLEMID WINTER FIRE DOGWOODSIBERIAN IRISACORUSCAREXJUNCUSEPIMEDIUMRED TWIGDOGWOODLANDSCAPE NOTES & DETAILSDEVELOPMENT ENGINEERINGNathan Janders 03/19/2020CURRENT PLANNINGAngelea Weihs 07/23/2019
TED-40-4083
IN COMPLIANCE WITH CITY OF RENTON STANDARDSBASE MAP/TOPOGRAPHY PROVIDED BYOTHERS. ABOSSEIN ENGINEERING (AE)CANNOT BE HELD LIABLE FORACCURACY. CONTRACTOR SHALL FIELDVERIFY GRADES, UTILITIES AND ALLOTHER EX FEATURES & CONDITIONS. IFCONDITIONS ARE NOT AS SHOWN &/ORPLANS CANNOT BE CONSTRUCTED ASSHOWN, CONTACT AE PRIOR TOCONSTRUCTION.CALL 811 (2) BUSINESS DAYSBEFORE YOU DIG(UNDERGROUND UTILITYLOCATIONS ARE APPROXIMATE)FIRST UKRAINIAN PENTECOSTAL CHURCH3811 NE 21ST STRENTON, WA 9805602-25-20AS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160-CONTECH DETAILS & SPECIFICATIONSSHEET INDEX44R-408332ACall before you digDEVELOPMENT ENGINEERINGNathan Janders 03/19/2020
R-408332TED-40-4083
IN COMPLIANCE WITH CITY OF RENTON STANDARDSBASE MAP/TOPOGRAPHY PROVIDED BYOTHERS. ABOSSEIN ENGINEERING (AE)CANNOT BE HELD LIABLE FORACCURACY. CONTRACTOR SHALL FIELDVERIFY GRADES, UTILITIES AND ALLOTHER EX FEATURES & CONDITIONS. IFCONDITIONS ARE NOT AS SHOWN &/ORPLANS CANNOT BE CONSTRUCTED ASSHOWN, CONTACT AE PRIOR TOCONSTRUCTION.CALL 811 (2) BUSINESS DAYSBEFORE YOU DIG(UNDERGROUND UTILITYLOCATIONS ARE APPROXIMATE)FIRST UKRAINIAN PENTECOSTAL CHURCH3811 NE 21ST STRENTON, WA 9805602-25-20AS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160-Call before you digSITE DESIGNATION: FUPC SUBBASIN #145R-408332DEVELOPMENT ENGINEERINGNathan Janders 03/19/2020
R-408333TED-40-4083
IN COMPLIANCE WITH CITY OF RENTON STANDARDSBASE MAP/TOPOGRAPHY PROVIDED BYOTHERS. ABOSSEIN ENGINEERING (AE)CANNOT BE HELD LIABLE FORACCURACY. CONTRACTOR SHALL FIELDVERIFY GRADES, UTILITIES AND ALLOTHER EX FEATURES & CONDITIONS. IFCONDITIONS ARE NOT AS SHOWN &/ORPLANS CANNOT BE CONSTRUCTED ASSHOWN, CONTACT AE PRIOR TOCONSTRUCTION.CALL 811 (2) BUSINESS DAYSBEFORE YOU DIG(UNDERGROUND UTILITYLOCATIONS ARE APPROXIMATE)FIRST UKRAINIAN PENTECOSTAL CHURCH3811 NE 21ST STRENTON, WA 9805602-25-20AS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160-Call before you digSITE DESIGNATION: FUPC SUBBASIN #146R-408333DEVELOPMENT ENGINEERINGNathan Janders 03/19/2020
R-408334TED-40-4083
IN COMPLIANCE WITH CITY OF RENTON STANDARDSBASE MAP/TOPOGRAPHY PROVIDED BYOTHERS. ABOSSEIN ENGINEERING (AE)CANNOT BE HELD LIABLE FORACCURACY. CONTRACTOR SHALL FIELDVERIFY GRADES, UTILITIES AND ALLOTHER EX FEATURES & CONDITIONS. IFCONDITIONS ARE NOT AS SHOWN &/ORPLANS CANNOT BE CONSTRUCTED ASSHOWN, CONTACT AE PRIOR TOCONSTRUCTION.CALL 811 (2) BUSINESS DAYSBEFORE YOU DIG(UNDERGROUND UTILITYLOCATIONS ARE APPROXIMATE)FIRST UKRAINIAN PENTECOSTAL CHURCH3811 NE 21ST STRENTON, WA 9805602-25-20AS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160-Call before you digSITE DESIGNATION: FUPC SUBBASIN #147R-408334DEVELOPMENT ENGINEERINGNathan Janders 03/19/2020
R-408335TED-40-4083
IN COMPLIANCE WITH CITY OF RENTON STANDARDSBASE MAP/TOPOGRAPHY PROVIDED BYOTHERS. ABOSSEIN ENGINEERING (AE)CANNOT BE HELD LIABLE FORACCURACY. CONTRACTOR SHALL FIELDVERIFY GRADES, UTILITIES AND ALLOTHER EX FEATURES & CONDITIONS. IFCONDITIONS ARE NOT AS SHOWN &/ORPLANS CANNOT BE CONSTRUCTED ASSHOWN, CONTACT AE PRIOR TOCONSTRUCTION.CALL 811 (2) BUSINESS DAYSBEFORE YOU DIG(UNDERGROUND UTILITYLOCATIONS ARE APPROXIMATE)FIRST UKRAINIAN PENTECOSTAL CHURCH3811 NE 21ST STRENTON, WA 9805602-25-20AS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160-Call before you digSITE DESIGNATION: FUPC SUBBASIN #148R-408335DEVELOPMENT ENGINEERINGNathan Janders 03/19/2020
R-408336TED-40-4083
IN COMPLIANCE WITH CITY OF RENTON STANDARDSBASE MAP/TOPOGRAPHY PROVIDED BYOTHERS. ABOSSEIN ENGINEERING (AE)CANNOT BE HELD LIABLE FORACCURACY. CONTRACTOR SHALL FIELDVERIFY GRADES, UTILITIES AND ALLOTHER EX FEATURES & CONDITIONS. IFCONDITIONS ARE NOT AS SHOWN &/ORPLANS CANNOT BE CONSTRUCTED ASSHOWN, CONTACT AE PRIOR TOCONSTRUCTION.CALL 811 (2) BUSINESS DAYSBEFORE YOU DIG(UNDERGROUND UTILITYLOCATIONS ARE APPROXIMATE)FIRST UKRAINIAN PENTECOSTAL CHURCH3811 NE 21ST STRENTON, WA 9805602-25-20AS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160-Call before you digSITE DESIGNATION: FUPC SUBBASIN #149R-408336DEVELOPMENT ENGINEERINGNathan Janders 03/19/2020
R-408337TED-40-4083
IN COMPLIANCE WITH CITY OF RENTON STANDARDSBASE MAP/TOPOGRAPHY PROVIDED BYOTHERS. ABOSSEIN ENGINEERING (AE)CANNOT BE HELD LIABLE FORACCURACY. CONTRACTOR SHALL FIELDVERIFY GRADES, UTILITIES AND ALLOTHER EX FEATURES & CONDITIONS. IFCONDITIONS ARE NOT AS SHOWN &/ORPLANS CANNOT BE CONSTRUCTED ASSHOWN, CONTACT AE PRIOR TOCONSTRUCTION.CALL 811 (2) BUSINESS DAYSBEFORE YOU DIG(UNDERGROUND UTILITYLOCATIONS ARE APPROXIMATE)FIRST UKRAINIAN PENTECOSTAL CHURCH3811 NE 21ST STRENTON, WA 9805602-25-20AS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160-Call before you digSITE DESIGNATION: FUPC BASIN #250R-408337DEVELOPMENT ENGINEERINGNathan Janders 03/19/2020
R-408338TED-40-4083
IN COMPLIANCE WITH CITY OF RENTON STANDARDSBASE MAP/TOPOGRAPHY PROVIDED BYOTHERS. ABOSSEIN ENGINEERING (AE)CANNOT BE HELD LIABLE FORACCURACY. CONTRACTOR SHALL FIELDVERIFY GRADES, UTILITIES AND ALLOTHER EX FEATURES & CONDITIONS. IFCONDITIONS ARE NOT AS SHOWN &/ORPLANS CANNOT BE CONSTRUCTED ASSHOWN, CONTACT AE PRIOR TOCONSTRUCTION.CALL 811 (2) BUSINESS DAYSBEFORE YOU DIG(UNDERGROUND UTILITYLOCATIONS ARE APPROXIMATE)FIRST UKRAINIAN PENTECOSTAL CHURCH3811 NE 21ST STRENTON, WA 9805602-25-20AS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160-Call before you digSITE DESIGNATION: FUPC BASIN #251R-408338DEVELOPMENT ENGINEERINGNathan Janders 03/19/2020
R-408339TED-40-4083
IN COMPLIANCE WITH CITY OF RENTON STANDARDSBASE MAP/TOPOGRAPHY PROVIDED BYOTHERS. ABOSSEIN ENGINEERING (AE)CANNOT BE HELD LIABLE FORACCURACY. CONTRACTOR SHALL FIELDVERIFY GRADES, UTILITIES AND ALLOTHER EX FEATURES & CONDITIONS. IFCONDITIONS ARE NOT AS SHOWN &/ORPLANS CANNOT BE CONSTRUCTED ASSHOWN, CONTACT AE PRIOR TOCONSTRUCTION.CALL 811 (2) BUSINESS DAYSBEFORE YOU DIG(UNDERGROUND UTILITYLOCATIONS ARE APPROXIMATE)FIRST UKRAINIAN PENTECOSTAL CHURCH3811 NE 21ST STRENTON, WA 9805602-25-20AS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160-Call before you digSITE DESIGNATION: FUPC BASIN #252R-408339DEVELOPMENT ENGINEERINGNathan Janders 03/19/2020
R-408340TED-40-4083
IN COMPLIANCE WITH CITY OF RENTON STANDARDSBASE MAP/TOPOGRAPHY PROVIDED BYOTHERS. ABOSSEIN ENGINEERING (AE)CANNOT BE HELD LIABLE FORACCURACY. CONTRACTOR SHALL FIELDVERIFY GRADES, UTILITIES AND ALLOTHER EX FEATURES & CONDITIONS. IFCONDITIONS ARE NOT AS SHOWN &/ORPLANS CANNOT BE CONSTRUCTED ASSHOWN, CONTACT AE PRIOR TOCONSTRUCTION.CALL 811 (2) BUSINESS DAYSBEFORE YOU DIG(UNDERGROUND UTILITYLOCATIONS ARE APPROXIMATE)FIRST UKRAINIAN PENTECOSTAL CHURCH3811 NE 21ST STRENTON, WA 9805602-25-20AS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160-Call before you digSITE DESIGNATION: FUPC BASIN #253R-408340DEVELOPMENT ENGINEERINGNathan Janders 03/19/2020
R-408341TED-40-4083
IN COMPLIANCE WITH CITY OF RENTON STANDARDSBASE MAP/TOPOGRAPHY PROVIDED BYOTHERS. ABOSSEIN ENGINEERING (AE)CANNOT BE HELD LIABLE FORACCURACY. CONTRACTOR SHALL FIELDVERIFY GRADES, UTILITIES AND ALLOTHER EX FEATURES & CONDITIONS. IFCONDITIONS ARE NOT AS SHOWN &/ORPLANS CANNOT BE CONSTRUCTED ASSHOWN, CONTACT AE PRIOR TOCONSTRUCTION.CALL 811 (2) BUSINESS DAYSBEFORE YOU DIG(UNDERGROUND UTILITYLOCATIONS ARE APPROXIMATE)FIRST UKRAINIAN PENTECOSTAL CHURCH3811 NE 21ST STRENTON, WA 9805602-25-20AS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160-Call before you digSITE DESIGNATION: FUPC BASIN #154R-408341DEVELOPMENT ENGINEERINGNathan Janders 03/19/2020
R-408342TED-40-4083
IN COMPLIANCE WITH CITY OF RENTON STANDARDSBASE MAP/TOPOGRAPHY PROVIDED BYOTHERS. ABOSSEIN ENGINEERING (AE)CANNOT BE HELD LIABLE FORACCURACY. CONTRACTOR SHALL FIELDVERIFY GRADES, UTILITIES AND ALLOTHER EX FEATURES & CONDITIONS. IFCONDITIONS ARE NOT AS SHOWN &/ORPLANS CANNOT BE CONSTRUCTED ASSHOWN, CONTACT AE PRIOR TOCONSTRUCTION.CALL 811 (2) BUSINESS DAYSBEFORE YOU DIG(UNDERGROUND UTILITYLOCATIONS ARE APPROXIMATE)FIRST UKRAINIAN PENTECOSTAL CHURCH3811 NE 21ST STRENTON, WA 9805602-25-20AS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160-Call before you digSITE DESIGNATION: FUPC BASIN #355R-408342DEVELOPMENT ENGINEERINGNathan Janders 03/19/2020
R-408343TED-40-4083
IN COMPLIANCE WITH CITY OF RENTON STANDARDSBASE MAP/TOPOGRAPHY PROVIDED BYOTHERS. ABOSSEIN ENGINEERING (AE)CANNOT BE HELD LIABLE FORACCURACY. CONTRACTOR SHALL FIELDVERIFY GRADES, UTILITIES AND ALLOTHER EX FEATURES & CONDITIONS. IFCONDITIONS ARE NOT AS SHOWN &/ORPLANS CANNOT BE CONSTRUCTED ASSHOWN, CONTACT AE PRIOR TOCONSTRUCTION.CALL 811 (2) BUSINESS DAYSBEFORE YOU DIG(UNDERGROUND UTILITYLOCATIONS ARE APPROXIMATE)FIRST UKRAINIAN PENTECOSTAL CHURCH3811 NE 21ST STRENTON, WA 9805602-25-20AS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160-Call before you digSITE DESIGNATION: FUPC BASIN #356R-408343DEVELOPMENT ENGINEERINGNathan Janders 03/19/2020
R-408344TED-40-4083
IN COMPLIANCE WITH CITY OF RENTON STANDARDSBASE MAP/TOPOGRAPHY PROVIDED BYOTHERS. ABOSSEIN ENGINEERING (AE)CANNOT BE HELD LIABLE FORACCURACY. CONTRACTOR SHALL FIELDVERIFY GRADES, UTILITIES AND ALLOTHER EX FEATURES & CONDITIONS. IFCONDITIONS ARE NOT AS SHOWN &/ORPLANS CANNOT BE CONSTRUCTED ASSHOWN, CONTACT AE PRIOR TOCONSTRUCTION.CALL 811 (2) BUSINESS DAYSBEFORE YOU DIG(UNDERGROUND UTILITYLOCATIONS ARE APPROXIMATE)FIRST UKRAINIAN PENTECOSTAL CHURCH3811 NE 21ST STRENTON, WA 9805602-25-20AS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160-Call before you digSITE DESIGNATION: FUPC BASIN #357R-408344DEVELOPMENT ENGINEERINGNathan Janders 03/19/2020
R-408345TED-40-4083
IN COMPLIANCE WITH CITY OF RENTON STANDARDSBASE MAP/TOPOGRAPHY PROVIDED BYOTHERS. ABOSSEIN ENGINEERING (AE)CANNOT BE HELD LIABLE FORACCURACY. CONTRACTOR SHALL FIELDVERIFY GRADES, UTILITIES AND ALLOTHER EX FEATURES & CONDITIONS. IFCONDITIONS ARE NOT AS SHOWN &/ORPLANS CANNOT BE CONSTRUCTED ASSHOWN, CONTACT AE PRIOR TOCONSTRUCTION.CALL 811 (2) BUSINESS DAYSBEFORE YOU DIG(UNDERGROUND UTILITYLOCATIONS ARE APPROXIMATE)FIRST UKRAINIAN PENTECOSTAL CHURCH3811 NE 21ST STRENTON, WA 9805602-25-20AS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160-Call before you digSITE DESIGNATION: FUPC BASIN #358R-408345DEVELOPMENT ENGINEERINGNathan Janders 03/19/2020
R-408346TED-40-4083
IN COMPLIANCE WITH CITY OF RENTON STANDARDSBASE MAP/TOPOGRAPHY PROVIDED BYOTHERS. ABOSSEIN ENGINEERING (AE)CANNOT BE HELD LIABLE FORACCURACY. CONTRACTOR SHALL FIELDVERIFY GRADES, UTILITIES AND ALLOTHER EX FEATURES & CONDITIONS. IFCONDITIONS ARE NOT AS SHOWN &/ORPLANS CANNOT BE CONSTRUCTED ASSHOWN, CONTACT AE PRIOR TOCONSTRUCTION.CALL 811 (2) BUSINESS DAYSBEFORE YOU DIG(UNDERGROUND UTILITYLOCATIONS ARE APPROXIMATE)FIRST UKRAINIAN PENTECOSTAL CHURCH3811 NE 21ST STRENTON, WA 9805602-25-20AS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160-Call before you digSITE DESIGNATION: FUPC BASIN #359R-408346DEVELOPMENT ENGINEERINGNathan Janders 03/19/2020
R-408347TED-40-4083
IN COMPLIANCE WITH CITY OF RENTON STANDARDSBASE MAP/TOPOGRAPHY PROVIDED BYOTHERS. ABOSSEIN ENGINEERING (AE)CANNOT BE HELD LIABLE FORACCURACY. CONTRACTOR SHALL FIELDVERIFY GRADES, UTILITIES AND ALLOTHER EX FEATURES & CONDITIONS. IFCONDITIONS ARE NOT AS SHOWN &/ORPLANS CANNOT BE CONSTRUCTED ASSHOWN, CONTACT AE PRIOR TOCONSTRUCTION.CALL 811 (2) BUSINESS DAYSBEFORE YOU DIG(UNDERGROUND UTILITYLOCATIONS ARE APPROXIMATE)FIRST UKRAINIAN PENTECOSTAL CHURCH3811 NE 21ST STRENTON, WA 9805602-25-20AS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160-Call before you digSITE DESIGNATION: FUPC BASIN #460R-408347DEVELOPMENT ENGINEERINGNathan Janders 03/19/2020
R-408348TED-40-4083
IN COMPLIANCE WITH CITY OF RENTON STANDARDSBASE MAP/TOPOGRAPHY PROVIDED BYOTHERS. ABOSSEIN ENGINEERING (AE)CANNOT BE HELD LIABLE FORACCURACY. CONTRACTOR SHALL FIELDVERIFY GRADES, UTILITIES AND ALLOTHER EX FEATURES & CONDITIONS. IFCONDITIONS ARE NOT AS SHOWN &/ORPLANS CANNOT BE CONSTRUCTED ASSHOWN, CONTACT AE PRIOR TOCONSTRUCTION.CALL 811 (2) BUSINESS DAYSBEFORE YOU DIG(UNDERGROUND UTILITYLOCATIONS ARE APPROXIMATE)FIRST UKRAINIAN PENTECOSTAL CHURCH3811 NE 21ST STRENTON, WA 9805602-25-20AS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160-Call before you digSITE DESIGNATION: FUPC BASIN #461R-408348DEVELOPMENT ENGINEERINGNathan Janders 03/19/2020
R-408349TED-40-4083
IN COMPLIANCE WITH CITY OF RENTON STANDARDSBASE MAP/TOPOGRAPHY PROVIDED BYOTHERS. ABOSSEIN ENGINEERING (AE)CANNOT BE HELD LIABLE FORACCURACY. CONTRACTOR SHALL FIELDVERIFY GRADES, UTILITIES AND ALLOTHER EX FEATURES & CONDITIONS. IFCONDITIONS ARE NOT AS SHOWN &/ORPLANS CANNOT BE CONSTRUCTED ASSHOWN, CONTACT AE PRIOR TOCONSTRUCTION.CALL 811 (2) BUSINESS DAYSBEFORE YOU DIG(UNDERGROUND UTILITYLOCATIONS ARE APPROXIMATE)FIRST UKRAINIAN PENTECOSTAL CHURCH3811 NE 21ST STRENTON, WA 9805602-25-20AS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160-Call before you digSITE DESIGNATION: FUPC BASIN #462R-408349DEVELOPMENT ENGINEERINGNathan Janders 03/19/2020
R-408350TED-40-4083
IN COMPLIANCE WITH CITY OF RENTON STANDARDSBASE MAP/TOPOGRAPHY PROVIDED BYOTHERS. ABOSSEIN ENGINEERING (AE)CANNOT BE HELD LIABLE FORACCURACY. CONTRACTOR SHALL FIELDVERIFY GRADES, UTILITIES AND ALLOTHER EX FEATURES & CONDITIONS. IFCONDITIONS ARE NOT AS SHOWN &/ORPLANS CANNOT BE CONSTRUCTED ASSHOWN, CONTACT AE PRIOR TOCONSTRUCTION.CALL 811 (2) BUSINESS DAYSBEFORE YOU DIG(UNDERGROUND UTILITYLOCATIONS ARE APPROXIMATE)FIRST UKRAINIAN PENTECOSTAL CHURCH3811 NE 21ST STRENTON, WA 9805602-25-20AS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160-Call before you digSITE DESIGNATION: FUPC BASIN #463R-408350DEVELOPMENT ENGINEERINGNathan Janders 03/19/2020
R-408351TED-40-4083
IN COMPLIANCE WITH CITY OF RENTON STANDARDSBASE MAP/TOPOGRAPHY PROVIDED BYOTHERS. ABOSSEIN ENGINEERING (AE)CANNOT BE HELD LIABLE FORACCURACY. CONTRACTOR SHALL FIELDVERIFY GRADES, UTILITIES AND ALLOTHER EX FEATURES & CONDITIONS. IFCONDITIONS ARE NOT AS SHOWN &/ORPLANS CANNOT BE CONSTRUCTED ASSHOWN, CONTACT AE PRIOR TOCONSTRUCTION.CALL 811 (2) BUSINESS DAYSBEFORE YOU DIG(UNDERGROUND UTILITYLOCATIONS ARE APPROXIMATE)FIRST UKRAINIAN PENTECOSTAL CHURCH3811 NE 21ST STRENTON, WA 9805602-25-20AS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160-Call before you digSITE DESIGNATION: FUPC BASIN #464R-408351DEVELOPMENT ENGINEERINGNathan Janders 03/19/2020
DEVELOPMENT ENGINEERING
Nathan Janders 03/19/2020
WATER UTILITY
agafour 03/19/2020