HomeMy WebLinkAbout1_FUPC FULL CONSTRUCTION PLAN SETTED-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 9805611-19-19AS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160C1.1CIVIL NOTES2R-408302······
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 9805611-19-19AS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160C1.1aCIVIL NOTES···3R-408302a
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 9805611-19-19AS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160C1.2TOPOGRAPHIC SURVEY4R-408303
P.L. = 163.25'SOUTH435'434'433'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 9805611-19-19AS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160C2.aEROSION CONTROL PLAN NE 19TH ST126R-408304A221
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 9805611-19-19AS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160C3.0SITE DEMOLITION PLAN8···1467832512234567722288997R-408305
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 9805611-19-19AS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160C4.0SITE AND COMPOSITE UTILITIES PLAN8R-408306W-408301WTR-27-4083
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 9805611-19-19AS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160C4.1GRADING AND SPOT ELEVATIONS9R-4083071111
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 9805611-19-19AS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160C5.1STORM DRAINAGE PROFILESMAIN OUTFLOW PIPE SYSTEM11R-408309
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 9805611-19-19AS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160C5.2STORM DRAINAGE PROFILESDETENTION PIPE SYSTEM #112R-408310
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 9805611-19-19AS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160C5.3STORM DRAINAGE PROFILESDETENTION PIPE SYSTEM #213R-408311
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 9805611-19-19AS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160C5.4STORM DRAINAGE PROFILESDETENTION PIPE SYSTEM #314R-408312
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 9805611-19-19AS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160C5.5STORM DRAINAGE PROFILESDETENTION PIPE SYSTEM #415R-408313
············WTR-274083
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 9805611-05-19AS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-00016016W-408302
WTR-274083
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 9805611-05-19AS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-00016017W-408302 A
WTR-274083
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 9805611-05-19AS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160C6.2FIRE SPRINKLER EXTENSION PLAN NOTESWATER PLAN GENERAL NOTESStandard Plan No. 30022.WATER UTILITY NOTES AND SPECIFICATIONS18W-408303
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 9805611-19-19AS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160C7.0PAVING PLAN12345678910123456666666678111011712121313681414910101019151516161717W-408314
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 9805611-19-19AS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160C7.1HORIZONTAL CONTROL PLAN20R-408315
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 9805611-19-19AS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160C8.0EROSION CONTROL & PAVING DETAILS21R-408316
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 9805611-19-19AS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160C8.1STORM DRAINAGE DETAILS22R-408317
6' WIDE COMPOST AMENDED BIOFILTRATION SWALEFACILITY (CABS) WITH 1' LANDSCAPED SHOULDERON BOTH SIDES.TOTAL ISLAND WIDTH FORBIOSWALE #1 - #4 IS 8'. THE BIOSWALE TOP WIDTHFOR SWALES #1 TO #3 is 6' & FOR BIOSWALE #4 IS 8'.BIORETENTION PLANTING IS PER CITY OF RENTONSTD. PLAN-262.50, EXCEPT AS MODIFIED BELOW TOMATCH THE FIELD CONDITION.RAISED MEDIAN ISLAND6" DIA PERFORATED PVCUNDER-DRAINBIO-SWALE WEIR/CHECK DAM, 2'WIDE, 6" DEEP W/2:1 SIDE-SLOPES2' WIDE METAL CURB-INLET FRAMESPACED AT 18' CENTER TO CENTERTWO MAN STREAMBEDBOULDERS, TYP-THREEEVERY CURB INLETTWO MAN STREAMBED BOULDER,TYP- TWO EVERY CHECK DAMBIORETENTION SECTION MATERIALS PERCITY OF RENTON STD. PLAN- 262.1020" X 24" GRATE INLET WITH BEEHIVEGRATE, PRIMARY TO DETENTION CSPSYSTEM AND SECONDARY FOREMERGENCY PURPOSE6" STREAMBED COBBLES, MIN 6" DEPTHSEE STREAMBED COBBLE AND BOULDERDETAIL6" Ø UD OUTLET PVC PIPE TO CSP DETENTIONPIPE SYSTEM, SEE CIVIL DRAINAGE CONTROLPLAN SHEET FOR CONNECTION (TYPICAL FOREACH BIO-SWALE)NOTE: CURB INLET FRAMES ARE CENTERED AT CLOF EACH STALL WITH A SPACING OF 18' MEASUREDFROM CL TO CL OF EACH INLET FRAME. THEOUTSIDE EDGE OF THE CURB INLET OPENINGSHALL BE 1' FROM THE TOE OF CHECK DAM SLOPEAS SHOWN (TYPICAL FOR EACH BIO-FILTRATIONSWALE).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 9805611-19-19AS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160C8.5TYPICAL BIORETENTION/CABS DETAIL SHEET26R-408320
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 9805611-19-19AS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160C9.0OFFSITE ROADWAY FRONTAGE IMPROVEMENTSPLAN & PROFILE -NE 21ST ST123455412327R-40832166777
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 9805611-19-19AS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160C9.1OFFSITE ROADWAY FRONTAGE IMPROVEMENTSPLAN - NE 19TH ST123456789101112234567891112110281314R-408322
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 9805611-19-19AS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160C9.2NE 19TH STREET X SECTIONS29R-408323
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 9805611-19-19AS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160C9.3NE 19TH STREET PROFILE30R-408323A
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 NOTED11/25/19SEFPORRENOISIGNELAEN RRO-41-4083
C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160R-40832465
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 NOTED11/25/19SEFPORRENOISIGNELAEN RRO-41-4083
C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160R-40832565
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 NOTED11/25/19SEFPORRENOISIGNELAEN RRO-41-4083
C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160R-40832665
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 NOTED11/25/19SEFPORRENOISIGNELAEN RRO-41-4083
C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160R-40832765
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 NOTED11/25/19SEFPORRENOISIGNELAEN RRO-41-4083
C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160R-40832865
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 NOTED11/25/19SEFPORRENOISIGNELAEN RRO-41-4083
C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160R-40832965
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 NOTED11/21/19SEFPORRENOISIGNELAEN TED-40-4083
C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160T-40830165
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 NOTED11/21/19SEFPORRENOISIGNELAEN TED-40-4083
C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160T-4083023865
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 NOTED11/21/19SEFPORRENOISIGNELAEN TED-40-4083
C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160T-4083033965
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 NOTED11/21/19SEFPORRENOISIGNELAEN TED-40-4083
C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160T-4083044065
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 NOTED11/21/19SEFPORRENOISIGNELAEN TED-40-4083
C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160T-4083054165
AeccDbNetwork (AeccNetwork130)AeccDbStructure (AeccNetwork130)
AeccDbFace (AeccLand130)AeccDbLotLine (AeccLand130)AeccDbFace (AeccLand130)
T5
T5
T5 T5
T5
T13
T1
T1
S2
S2
S2
S2
S2
S2
S5
S3
S2
S2
S2S2
S2 S2S3
S3S7S7
S7
S7
S7
S7
S7
S7
S7
S7
S7
S7
S5
S5
S5
S5
T13
S2
S2 S2
S2 S2
S2
S2
S2
S3 S3S7
T2 T2 T2 T2 T2 T2
T2
T2
T2
T2
T2T2T2
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 S1 S1 S1 S1 S1 S1S1S1 S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S7 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 S7 S7 S7 S7 S7 S7 S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7 S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S5 S5 S5
S5
S5
S3 S3
S3 S3
S3
S3
S3
S3
S2
S2 S2
S2
S2
S5 S5 S5
S5
S5
S3 S3
S3 S3
S3
S3
S3
S3
S2
S2
S2
S2
S2
EXISTING 6' SOLID
BOARD FENCE
T5
S2
S2
S3
T5S1S1S1S1S7S7S7S7
S5
S2
S2
S2
S2
S1S1S1S1S7S7S7S7
S5
S2
S2
S2
S1S1S7S7S7S7
S5
S2
S2
S2
S1S1S1S1S7S7S7S7
S5
S2
S2
S2
S1S1S1S1S7S7S7S7
S5
S2
S2
S2
S10S10
S10 S10 S10
S10
S10
S10
S10
S10
S10 S10
S10
S10
S10S10
S10S10S10
S10
S10
S10S10
S10
S10
S10
S10
S10
S10
S10
T13S2 S2
S7
S10S10S10
S3
S10 S10 S10S10S10S10S10S10S10S10
S10
S2
T2
S7S1S1S1S1
S7S7S7S7S7
S1S1S1
S7S7S7S7
S10
S10 S10
S10 S10 S10
S10
S10
S10 S10
S10 S10
S10 S10S10
S10 S10
S10 S10T13T13S2S10S10S10S10T13S1S1S1S7S7S7S2
S2
S2
S10T13T13S2
S2
S2
S2
S10
S10
S7
S3 S3
S2 S2
S10 S10
S10S10
S10
S10
T13S2
S2
S5 S5 S5
S3 S3
S3
S3S3
S3
S17 S3
S3 S3
S3
S3
S3
S5
S5
T3
S2
S2
S2
S2
S2
S2
S2
S2S2
S2 S6 S6
S6
S6
S6S6
S6
S6
S6
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S3
S3
S3
S3
S3
S3
S3
S3
S3
S7
S2S6S6 S6
S10S10 S10 S10
S10 S10 S10 S10 S10
S2
S2
S2
S10S10S10S10
S10
S10
S10
S10
COSMCOSM
T2T2
S10
ISCW
ISCW ISCW
CFCFCFCF
CFCFCF CF CFCF
CFCFCF
JPEJPE
JPE
JPEJPEJPE
ACGACGACGACGACGACGACGACGACGACGACGACG
ACGACGACGACGACGACGACGACGACGACGACGACGHMAHMAHMA
HMAHMAHMA
S10
JPEJPEJPEJPE
JPEJPEJPEJPEJPEJPE
CFCFCFCF
CFCF CFCF
CFCF CFJPEJPEJPEJPE
JPE COSMCOSMISCW
ISCW ISCW
CFCFCFCF
CFCFCF CF CFCF
CFCFCF
JPEJPEJPE
JPEJPEJPE
ACGACGACGACGACGACGACGACGACGACGACGACG
ACGACGACGACGACGACGACGACGACGACGACGACGHMAHMAHMA
HMAHMAHMA
JPEJPEJPEJPE
JPEJPEJPEJPEJPEJPE
CFCFCFCF
CFCF CFCF
CFCF CFJPE
s10
COSM COSMISCW
ISCW ISCW
CF
JPEJPEJPE
JPEJPEJPE
ACGACGACGACGACGACGACGACGACGACGACGACG
ACGACGACGACGACGACGACGACGACGACGACGACG
COSM
COSM
COSM
COSM
COSM
COSM
ISCWISCWISCW ISCW ISCW
ISCWISCW
ISCW
ISCW
ISCW
ISCW
ISCW
ISCW
ISCW
ISCW
ISCW
JPEJPEJPEJPEJPEJPE
S10
JPE
JPEJPE
S10
S10
HMA
HMA
HMA
ISCW ISCW
ISCWISCW
ISCW
ISCW
ISCW
ISCW
EPCEPCEPC EPCEPC
EPCEPCEPC
EPC
EPC
EPCEPCEPC EPCEPC
EPCEPCEPCEPCEPCEPC
EPCEPCEPC
EPCEPCEPC
S2
S2
S2
S3
S2
S2
S3
S10
S10
S10
S10S10S2S10 S10S10S10S10
S10
HMA
HMA
HMA
ISCW
ISCW
ISCW
ISCW
ISCW
ISCW
ISCW
EPC
EPC
COSM COSMISCW
ISCW ISCW
CFCFCFCF
CFCFCF CF CFCF
CF CFCF
JPEJPEJPE
JPEJPEJPE
ACGACGACGACGACGACGACGACGACGACGACGACG
ACGACGACGACGACGACGACGACGACGACGACGACGHMAHMAHMA
HMAHMAHMA
S10
JPEJPEJPEJPEJPEJPE
JPE
JPE
JPE
JPE
CFCFCFCF
CFCF CFCFCFCF CFJPE
JPE
COSMCOSMISCW
ISCW
ISCW
CFCFCFCF
CFCFCF CF CFCF
CFCFCF
JPEJPEJPE
JPEJPEJPE
ACGACGACGACGACGACGACGACGACGACGACGACG
ACGACGACGACGACGACGACGACGACGACGACGACGHMAHMAHMA
HMAHMAHMA
JPEJPEJPEJPEJPEJPE
JPEJPEJPEJPE
CFCFCFCF
CFCF CFCFCFCF CFJPE
s10
COSMCOSMISCW
ISCW ISCW
CF
JPEJPEJPE
JPEJPEJPE
ACGACGACGACGACGACGACGACGACGACGACGACG
ACGACGACGACGACGACGACGACGACGACGACGACG
ISCWISCW
ISCW ISCW ISCW
ISCW
EPCEPCEPC EPCEPC
EPCEPCEPC
EPCEPCEPC EPCEPC
EPCEPCEPCEPCEPC
S2
S2
S2
S10
S10
COSM
COSM
COSM
ISCWISCWISCW
ISCW
ISCW
ISCW
S5
S3
S3
S6
S6
S6
S6
S6
S6
S2
S2
S2 COSMCOSMISCWISCWISCW
CFCF
CFCFCFCFCFCFCFCFCF CFCFJPEJPEJPEJPEJPEJPEACGACGACGACGACGACG
ACG
ACGACGACGACGACG
ACGACGACGACGACGACGACGACGACGACG
ACGACG
HMAHMAHMAHMAHMAHMAS10JPEJPEJPEJPEJPEJPEJPEJPEJPEJPECFCFCFCFCFCFCFCFCFCFCFJPEJPE
JPEJPEJPECOSMCOSMISCWISCWISCW
CFCFCFCFCFCFCFCFCFCFCFCFCF
JPEJPEJPEJPEJPEJPEACGACGACGACGACGACGACGACGACGACG
ACGACG
ACGACGACGACGACGACGACGACGACGACGACGACG
HMAHMAHMAHMAHMAHMAJPEJPEJPEJPEJPEJPEJPEJPEJPEJPECFCFCFCFCFCFCFCFCFCFCFJPEs10COSMCOSMISCWISCWISCWCFJPEJPEJPEJPEJPEJPEACG
ACGACGACGACG
ACG ACGACGACGACGACGACG
ACG
ACGACGACGACGACGACGACGACGACG
ACGACG
ISCWISCWISCWISCWISCW
JPEJPEISCWEPCEPCEPCEPCEPC
EPCEPCEPC
EPCEPCEPCEPCEPC EPCEPC
EPCEPC EPCEPCEPCEPCEPC EPCEPCEPC
S2 S2
S2S2S2S2 S2
S2S2
T6
T6
T6
T6
T6
S1S1T6
PARKING PERIMETER LS
4934 SF, 508 LF
1 TREE PER 30 LF = 17 REQUIRED
17 TREES PROPOSED
1 SHRUB PER 20SF = 247 SHRUBS
268 SHRUBS PROPOSED
467 SF
1019 SF
1,380 SF
1,103 SF
1,020 SF
91 SF
104 SF
271 SF
466 SF
396 SF
109 SF
267 SF
81 SF
T2
T2
T2
T2
193 SF
199 SF
156 SF274 SF426 SF
1,896 SF
454 SF
118 SF
725 SF
170 SF
269 SF
S1
S7
S1S1S1
S7S7S7S7
S7
S7 S7 S7
S7 S7
S7
S1 S1
S1
S1
S10
S10S10
S10S10
S10S10S10
S10S10
S10S10
S10
S10
S10 S10S10
S10
S10
S10 S10 S10 S10 S10 S10
S10
S10
S10
S10
S10S10S10S10
S10S10
S10
S1
S7
S1S1S1
S7S7S7S7
S3
S2
S2
S2
T5
T5
S10 S10 S10
S10
S10
S10
S10
S2
S2
S2S2
S2
S3
S3
S3S7
S7
S7
S10 S10 S10
S10
S10
S10
S10
S2
S2
S2S2
S2
S3
S3
S3S7
S7
T5 S2
S10
S10S10
S10
S10
S10
S10S2
S2
S2
S2
S2
S3
S3 S7
S7S3
S7
S10
S10
S10
8'
9'-11"
21'-1"
15'-1"
12'
18'-9"
16'-3"
12'-2"
11'-7"
22'-7"
R1'
81'-8"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 SF
SOUTH
PROPERTY
PERVIOUS
16,610 SF NW
PROPERTY
PERVIOUS
T5
T5
S2
S2
S2S1S1S1S1S7S7S7S7S5
S2
S2
S2
S2
S1S1S1S1S7S7S7S7S5
S2
S2
S2
S1S1S7S7S7S7S5
S2
S2
S2
S1S1S1S1S7S7S7S7S5
S2
S2
S2
S1S1S1S1S7S7S7S7S5
S2
S2
S2
S10
S10
S10
T13
S2
S2
S7
S10S10S10
S3
S10 S10 S10S10S10S10S10S10S10S10
S10
S2S7S1S1S1S1
S7S7S7S7S7
S1S1S1
S7S7S7S7
T13S1S7S7S7S2
S2
S2
S10T13T13S2
S2
S2
S2
S10
S10
S7
S3 S3
S2 S2
S10
S10
S10S10
S10
S10
T13S2
S2
S5 S5 S5
S3 S3
S3
S3
S3
S3
S17 S3
S3 S3
S3
S3
S3
S5
S5
T3
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S6 S6
S6
S6
S6S6
S6
S6
S6
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S3
S3
S3
S3
S3
S3
S3
S3
S3
S7
S2
S6S6 S6
S10 S10 S10 S10
S10
S10 S10 S10 S10
S2
S2
S10
S10
S10S10
S10
S10
S10
S10
T2T2
S10
HMA
HMA
S10
JPE
JPE
JPE
JPEJPE
CFCFCFCF
CFCF CFCF
CF
CFJPE
JPEJPE
JPE
JPE
COSM
COSM
COSM
COSM
COSM
COSM
ISCW
ISCW
ISCW
ISCW
ISCW
ISCW
ISCW
ISCW
ISCW
ISCW
ISCW
JPEJPE
JPE
JPE
JPEJPE
S10
JPE
JPEJPE
EPC
EPCEPCEPC
EPCEPC EPC
EPC EPC EPC
S5
S3
S3
S6
S6
S6
S6
S6
S6
S2
S2
S2 COSMCOSMISCWISCWISCWCFCFCFCFCFCFCFCFCFCFCFCFCFJPEJPEJPEJPEJPEJPEACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGHMAHMAHMAHMAHMAHMAS10JPEJPEJPEJPEJPEJPEJPEJPEJPEJPECFCFCFCFCFCFCFCFCFCFCFJPEJPEJPEJPEJPECOSMCOSMISCWISCWISCWCFCFCFCFCFCFCFCFCFCFCFCFCFJPEJPEJPEJPEJPEJPEACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGHMAHMAHMAHMAHMAHMAJPEJPEJPEJPEJPEJPEJPEJPEJPEJPECFCFCFCFCFCFCFCFCFCFCFJPEs10COSMCOSMISCWISCWISCWCFJPEJPEJPEJPEJPEJPEACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGACGISCWISCWISCWISCWISCWJPEJPEISCWEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCEPCS2
S2
S2 S2
S2
S2 S2
S2 S2
T6
T6
T6
T6
T6
S1S1T6
S1
S7
S1S1S1
S7S7S7S7
S7
S7
S7
S7
S7 S7
S7
S1
S1
S1
S1
S10
S10S10
S10 S10
S10
S10 S10
S10S10
S10
S10
S10
S10
S10
S10
S10
S10
S10
S10 S10 S10 S10 S10 S10
S10
S10
S10
S10
S10
S10 S10
S10
S10S10
S10
S7
S1S1S1
S7S7S7S7
T5
T5
T13
T1
S2
S2
S2
S5
S3
S2
S2
S2S2
S2 S2S3
S3S7S7
S7
S7
S7
S7
S7
S7
S7
S7
S7
S7
S5
S5
S5
S5
T13
S2
S2 S2
S2 S2
S2
S2
S2
S3 S3S7
T2
T2
T2
T2
T2T2T2
S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S7S5 S5 S5
S5
S5
S3 S3
S3
S3
S3
S3
S3
S3
S2
S2
S2
S2
S2
T5
S2
S2
S3
T5
S10
S10
S10 S10
S10
S10
S10
S10
S10
S10
S10 S10
S10
S10
S10S10
S10S10S10
S10
S10
S10
S10
S10
S10
S10
S10
S10
S10 S10
S10 S10 S10
S10
S10
S10 S10
T13S2S10S10S10S10T13COSM COSM
ISCW
ISCW
ISCW
CFCFCFCF
CFCFCF
CF CFCF
CF
CF CF
JPEJPE
JPE
JPEJPEJPE
ACGACGACGACGACGACGACGACGACGACGACGACG
ACGACGACGACGACGACGACGACGACGACGACGACGHMAHMA
HMAHMA
JPE
JPE
JPEJPE
JPE CF
s10
S10
S10
HMA
HMA
HMA
ISCW
ISCW
ISCW
ISCW
ISCW
ISCW
ISCW
ISCW
EPCEPC EPCEPC
EPC
EPC
S2
S2
S2
S3
S2
S2
S3
S10
S10
S10
S10
S10S2S10 S10S10S10S10
S10
HMA
HMA
HMA
ISCW
ISCW
ISCW
ISCW
ISCW
ISCW
ISCW
EPC
EPC
COSM COSM
ISCW
ISCW
ISCW
CFCFCFCF
CFCFCF
CF CFCF
CF
CF CF
JPEJPE
JPE
JPEJPEJPE
ACGACGACGACGACGACG
ACGACGACGACGACGACG
ACGACGACGACGACG
ACG ACGACGACGACG ACGACGHMAHMA
HMAHMA
JPE
JPE
JPEJPE
JPE CF
s10 ISCW
EPC EPCEPC
T2
T2
S3
S2
S2
S2
T5
T5
S10 S10 S10
S10
S10
S10
S10
S2
S2
S2S2
S2
S3
S3
S3S7
S7
S7
S10 S10 S10
S10
S10
S10
S10
S2
S2
S2S2
S2
S3
S3
S3S7
S7
SEE SHEET L2 FOR
ENLARGED STORM LAYOUT
LANDSCAPE PLAN
040 40 8020
NTREES
LANDSCAPE LEGEND
SYMBOL SIZEQTYSYMBOLSIZEQTYDESCRIPTIONDESCRIPTION
SHRUBS & GROUNDCOVER
T2 20 Acer platanoides 'Crimson Sentry'
Crimson Sentry Maple
2" CAL.
Well Formed
T5
10 Cercis canadensis 'Forest Pansy'
Forest Pansy Redbud
2" Cal.
Well Formed
T13 9 Cupressus nootkantensis 'pendula'
Weeping Alaska Cedar
6' HT. Min.
S1
169 Prunus lusitanica or sim. Evergreen Shrub
Portugal Laurel
5 Gal.
Full/Compact
S2
58/59 Carex testacea & Pennisetum Little Bunny
Orange Sedge & Little Bunny Grass
1 Gal
S3
60 Azalea ' Girard's Hot Shot'
Red Hot Shot Evergreen Azalea
2 Gal.
S5
26 Rhododendron, Kalmia or similar Flowering Evergreen 5 Gal.
Full/Compact
S7
215 Nandina domestica c. 'Gulf Stream'
Gulf Stream Heavenly Bamboo
2 Gal.
Full/Compact
T1 2 Styrax japonica
Japanese Snowbell Tree
2" CAL.
Well Formed
7 Cupressocyparis o. Tortulosa
Twisted Hinoki Cypress
6' Ht.
Interesting form
ENLARGED TYPICAL AREAS
020 20 4010 NS10 176 Potentilla fruticosa 'goldfinger'
Goldfinger Cinquefoil (yellow or Orange sim.)
1 Gal.
GROUNDCOVER:
Arctostophyllus uva ursi 'Massachusetts'1 Gal.
Kinnickinnick
@ 18" OC Triangular Spacing
GROUNDCOVER:
Juniperus squamata 'Blue Star'1 Gal.
Blue Star Juniper
@ 36" OC
S6
18 Huechera varieties
Caramel, Marmalade, Dark Knight, Fire Chief, Green
1 gal.
S13 36 Prunus l. 'Mt Vernon'
Mt Vernon Laurel
1 Gal.
s17
1 Miscanthus sinensis 'ROTESILBER'
RED Silverfeather Maiden Grass
1 Gal.
27 Calamagrostis acutiflora
Karl Forester Grass
1 Gal.
T3 1 Acer palmatum 'Emperor One' or Sim.
Red Upright Japanese Maple
1 1/2" Cal.
Well Formed
SIZEQTYSYMBOLDESCRIPTION
SHRUBS & GROUNDCOVER
HMA
CF
ISCW
JPE
ACG
COSM
EPC
Vine Maple
Cornus stolonifera
Red Osier Dogwood
106
Acer circinatum20
1 Gal.
1 Gal.
42
147
77
144
216
27
79
Golden Variegated Sweet Flag
Acorus gramineus 'Ogon'4" plug
Juncus patens 'Elk Blue'
Elk Blue Rush
Iberis siberica 'Chilled Wine'
Chilled Wine Iris
4" plug
4" plug
Carex flacca
Blue Sedge
4" plug
Epimedium pinnatum 'Colchicum'
Epimedium
4" plug
Hakonchloa macra 'aureola'
Yellow Japanese Grass
4" plug
Cornus sanguinea 'Midwinter Fire'
Mid Winter Fire Red Twig Dogwood
4" plug
T6
6 Prunus serrulata
Flowering Cherry Double
2" CAL.
Well Formed
Hydroseeding for Typical Lawn AreasOR SOD
Diamond Green Turf Mix - Sunmark Seeds www.sunmarkseeds.com
Botanical Name Common Name % by Weight
Schendonorus arundinacea var. Crossfire 3 Crossfire III Turf Type Tall Fescue 30%
Schendonorus arundinacea var. Mustang 4 Mustang IV Turf Type Tall Fescue 30%
Lolium perenne var Blazer 4 Blazer IV Perennial Ryegrass 15%
Lolium perenne var Dasher 3 Dasher 3 Perennial Ryegrass 15%
Festuca rubra var Jasper II Jasper II Creeping Red Fescue 5%
Festuca rubra spp fallax var Windward Windward Chewings Fescue 5%TED-40-4083CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
BASE MAP/TOPOGRAPHY PROVIDED BY
OTHERS. ABOSSEIN ENGINEERING (AE)
CANNOT BE HELD LIABLE FOR
ACCURACY. CONTRACTOR SHALL FIELD
VERIFY GRADES, UTILITIES AND ALL
OTHER EX FEATURES & CONDITIONS. IF
CONDITIONS ARE NOT AS SHOWN &/OR
PLANS CANNOT BE CONSTRUCTED AS
SHOWN, CONTACT AE PRIOR TO
CONSTRUCTION.
CALL 811 (2) BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY
LOCATIONS ARE APPROXIMATE)
FIRST UKRAINIAN PENTECOSTAL CHURCH
3811 NE 21ST ST
RENTON, WA 98056
11-19-19GEODETIC SURVEYING
SERVICE
AS INDICATED
ON DRAWING C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCHLUA:18-000253PR:17-0001601320 ALAMEDA AVE, SUITE B
FIRCREST, WA 98466
253-460-6067
NBDINC@ME.COM
SIZEQTYSYMBOLDESCRIPTION
SHRUBS & GROUNDCOVER
42
L1
File Name: 1826LSi.dwg 65
T5
T5
T5
S2
S2
S2
S2
S2
S2
S3
T5
S2
S2
S3
S2
S10
S10
S10
S10
S10
S10
S10
S10
T13T13S2S10S10S10S10COSM COSM
ISCW
ISCW
ISCW
CFCFCFCF
CF CF CF
CF CF
CF
CF
CF CF
JPE
JPE
JPE
JPEJPE
JPE
ACG ACGACGACGACG ACG
ACGACGACGACG ACGACG
ACG ACG
ACGACGACG
ACG ACGACG ACGACG ACGACG
HMA HMA HMA
HMAHMAHMA
S10
JPE
JPE
JPE
JPE
JPE
JPE
JPE
JPE
JPE
JPE
CFCFCFCF
CFCF CFCF
CF
CF CF
JPE
JPEJPE
JPE
JPE
COSM COSM
ISCW
ISCW
ISCW
CFCFCFCF
CF CF CF
CF CF
CF
CF
CF CF
JPE
JPE
JPE
JPEJPE
JPE
ACG ACGACGACGACG ACG
ACG ACGACGACG ACGACG
ACG ACG
ACGACGACG
ACG ACGACG ACGACG ACGACG
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
JPE
JPE
JPE
JPEJPEJPE
ACG ACGACG ACGACG ACG
ACG
ACGACGACG ACGACG
ACG ACG
ACGACGACG
ACG ACGACG ACGACG ACGACG
COSM
COSM
COSM
COSM
COSM
COSM
ISCW
ISCW
ISCW
ISCW
ISCW
ISCW
ISCW
ISCW
ISCW
ISCW
ISCW
ISCW
ISCW
ISCW
ISCW
ISCW
JPE
JPE
JPE
JPE
JPE
JPE
S10
JPE
JPEJPE
S10
S10
HMA
HMA
HMA
ISCW
ISCW
ISCW
ISCW
ISCW
ISCW
ISCW
ISCW
EPC EPCEPC EPCEPC
EPC
EPC
EPC
EPC
EPC
EPC EPCEPC EPCEPC
EPCEPCEPC
EPC
EPCEPC
EPCEPC EPC
EPC EPC EPC
VINE MAPLE
MID WINTER FIRE
DOGWOOD
SIBERIAN IRIS
ACORUS
CAREX
JUNCUS
EPIMEDIUM
RED TWIG
DOGWOOD
TYPICAL BIORETENTION/CABS DETAILS
NOT TO SCALE (from civil)1
6' WIDE RAINGARDEN (BIORETENTION) &
BIOFILTRATION FACILITY. BIORETENTION
PLANTING PER CITY OF RENTON STD.
PLAN-262.50.
RAISED MEDIAN ISLAND
6" DIA PERFORATED PVC
UNDER-DRAIN
RAIN-GARDEN WEIR/CHECK DAM, 2'
WIDE, 6" DEEP W/2:1 SIDE-SLOPES
2' WIDE METAL CURB-INLET FRAME
SPACED AT 18' CENTER TO CENTER
TWO MAN STREAMBED
BOULDERS, TYP-THREE
EVERY CURB INLET
TWO MAN STREAMBED BOULDER,
TYP- TWO EVERY CHECK DAM
BIORETENTION SECTION MATERIALS PER
CITY OF RENTON STD. PLAN- 262.10
4' DIA. OVERFLOW STRUCTURE, W/12" DIA.
CMP RISER, 0.5" ORIFICE DIA., 6" DIA
INCOMING PVC PERFORATED PIPE
AND 6" DIA OUTGOING SOLID PVC PIPE
DIRECTION OF FLOW. BIOSWALE AT 0.5%
SLOPE
GENERAL LANDSCAPE NOTES
1. Contractor is responsible for obtaining all necessary permits from the appropriate agency prior to
commencing work. Contractor shall contact Line Locators (811) a min. of 48 hours prior to any digging or
trenching. If there are any discrepancies with existing lines and landscaping, it is the contractor's
responsibility 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 any
other 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 a
site visit to address any related items.
3. Scope of work shall include any and all specified and unspecified but related incidental work to achieve the
design indicated on the landscape plans. All labor, materials, subcontractors, equipment, and related
incidental items shall be supplied and installed to achieve a complete project, unless directed otherwise
by the general contractor or landscape architect.
4. Contractor to verify all sub grades are set below required amendments to insure the finished grade will
match what is intended by civil or drainage design. All sub grades and finished or final grades shall be
graded 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 other
objects 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 all
Mulching shall be ½" below - flush to the top of all paving surfaces. Provide for a min. 6" clearance of all
mulches and lawns that are immediately adjacent to any building faces measured from the bottom of
siding to the top of landscape surface.
7. Contractor shall field layout all plant material and contact the landscape architect for a site visit to approve
the 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 landscape
areas. No standing water shall be permitted in any landscape areas - either on the surface or below the
topsoil. The landscape architect shall coordinate the drainage solution with the general contractor and civil
engineer. 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 the
groundcovers in distances indicated in the legend. Contractor shall verify all quantities of groundcovers by
area calculations and spacing requirements.
10. Landscaping is to be per plan. Plant substitutions due to availability or otherwise will be allowed only with
landscape 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 accepted
throughout the industry. All landscape and irrigation work shall be performed by experienced persons
familiar with scope of project.
13. All landscape material and labor is to be guaranteed for a period of one full year from the time of
completion.
14. When planting 'Balled and Burlapped' product, gently place root ball in prepared hole with burlap still on
the root ball. Remove all wire from any B&B plant material, cut jute strings and roll burlap off top of root
ball. 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 Nurserymen
Standards.
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. Once
approved 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) standard
practices for trees, shrubs and other woody plant maintenance (ANSI 300) in order to allow them to
reach there mature height and form.
19. Pruning of street trees shall be performed per the ANSI 300 standards so as to maintain the natural form
of the tree, encourage vigorous growth to a mature spread and height, and avoid weakening the tree to
create a hazard. Street trees shall not be topped pollarded, or otherwise pruned in a manner contrary to
these goals, unless there is no practicable alternative that would preserve essential utility services.
20. Plant material selected is drought tolerant or native species. The project proponent shall be
responsible for maintaining and watering all plant material throughout the first growing season and in times
of drought.
TEMPORARY IRRIGATION
The project proponent shall ensure that a minimum of one (1) inch of water is supplied each week to the
restoration area between May 1 and October 15 for a least the first two years following initial planting. The
calculated amount of required water shall include both natural rainfall and temporary irrigation.
2 X BALL DIA.
BACKFILL W/ BACKFILL
MIXTURE AS INDICATED
IN NOTE IN 9" LAYERS.
WATER AND TAMP TO
REMOVE AIR POCKETS
FORM CONTINUOUS
RIM
REMOVE ALL WIRE WRAP
AND PLASTIC WRAP.
REMOVE BURLAP FROM
TOP OF ROOT BALL
NOTES:
1. PLANTING BACKFILL:
50% EXISTING SOIL, 50% 1/4 MINUS
COMPOST, MIXED THOROUGHLY
2. FOR MULCH TYPE SEE
LANDSCAPE NOTES.
3. IF B&B AND BURLAP IS
GREEN IN COLOR. REMOVE
COMPLETELY BEFORE INSTALLING
PLANT.
MULCH & TOPSOIL OR
AMENDED BASE, REFER TO
LS NOTES FOR DEPTH
WHEN B&B: REMOVE
ALL WIRE AND ROLL
BURLAP OFF OF TOP
OF ROOTBALL
SHRUB PLANTING DETAIL
N.T.S.
MULCH TO DEPTH
SPECIFIED IN NOTES
3" MULCH 2"6" FROM BASEOF BRANCHING6"12" 2 X BALL DIA.
DECIDUOUS TREE
SCARIFY SIDES OF PIT,
BACKFILL WITH SOIL
MIXTURE INDICATED IN
THE NOTES IN 9"
LAYERS. WATER AND
TAMP TO REMOVE AIR
POCKETS
(2) 2X2 OR 2" DIA. WOOD STAKES
DRIVEN INTO SUBGRADE OR SIM.
METHOD
FORM SAUCER WITH
CONTINUOUS RIM
INTERLOCKING PLASTIC TREE TIES
OR AGENCY APPROVED EQUAL
ENSURE PROPER SUBBASE
EXISTS; CLEAR ALL
CONCRETE AND OTHER
DEBRIS FROM PLANTERS
PRIOR TO BACKFILLING
AND PLANTING
TOPSOIL OR AMENDED
BASE, REFER TO LS NOTES
FOR DEPTH
WHEN B&B: REMOVE ALL
WIRE AND ROLL BURLAP
OFF OF TOP OF ROOTBALL
NOTES:
1. PLANTING BACKFILL:
50% EXISTING SOIL, 50% 1/4 MINUS
COMPOST, MIXED THOROUGHLY
2. FOR MULCH TYPE SEE LANDSCAPE
NOTES.
3. IF B&B AND BURLAP IS GREEN IN COLOR.
REMOVE COMPLETELY BEFORE
INSTALLING PLANT.
DECIDUOUS TREE PLANTING & STAKING DETAIL
N.T.S.
MULCH TO DEPTH SPECIFIED
INTERLOCKING PLASTIC TIES
CONIFER TREE
CONTINUOUS RIM
FORM SAUCER WITH
2x2 STAKE DRIVEN
INTO SUBGRADE
SECURE STAKE TO TREE W/
EXCAVATE PIT TO DEPTH OF
ROOTBALL OR POT.
SCARIFY SIDES AND BOTTOM
OF PIT, BACKFILL W/ SOIL
MIXTURE INDICATED IN NOTES,
FILL IN 9" LAYERS, WATER AND
TAMP TO REMOVE AIR POCKETS
MULCH & TOPSOIL OR
AMENDED BASE, REFER
TO LS NOTES FOR DEPTH
WHEN B&B: REMOVE ALL
WIRE AND ROLL BURLAP
OFF OF TOP OF ROOTBALL
NOTES:
1. PLANTING BACKFILL:
50% EXISTING SOIL, 50% 1/4
MINUS COMPOST, MIXED
THOROUGHLY
2. FOR MULCH TYPE SEE
LANDSCAPE NOTES.
3. IF B&B AND BURLAP IS
GREEN IN COLOR. REMOVE
COMPLETELY BEFORE
INSTALLING PLANT.
IN LANSCAPE NOTES
EVERGREEN TREE PLANTING & STAKING DETAIL
N.T.S.
Juncus patens 'Elk Blue'
Elk Blue Rush
Iberis siberica 'Chilled Wine'
Chilled Wine Iris
-
-
@ 1' O.C.
1 GAL.
1 GAL.
@ 1' O.C.
Golden Variegated Sweet Flag
Acorus gramineus 'Ogon'
Cornus stolonifera
red osier dogwood
Physocarpus capitatus
ninebark
-
-
-
@ 1' O.C.
1 GAL.
@ 5' O.C.
1 GAL.
@ 5' O.C.
1 GAL.
ACG
JPE
ISCW
CF Carex flacca
Blue Sedge
-1 GAL.
@ 1' O.C.
EPC
HMA
COSM
Epimedium 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.
SIZEQTYSYMBOLDESCRIPTION
RAIN GARDEN SHRUBS & GROUNDCOVER - QTYS ON SHT L1
@ 5' O.C.Vine Maple
Acer circinatum-5 GAL.
T5
-Cercis canadensis 'Forest Pansy'
Forest Pansy Redbud
2" Cal.
Well Formed
T13 -Cupressus nootkantensis 'pendula'
Weeping Alaska Cedar
6' HT. Min.
TYPICAL INTERIOR PLANTER
010 10 205NTED-40-4083CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
BASE MAP/TOPOGRAPHY PROVIDED BY
OTHERS. ABOSSEIN ENGINEERING (AE)
CANNOT BE HELD LIABLE FOR
ACCURACY. CONTRACTOR SHALL FIELD
VERIFY GRADES, UTILITIES AND ALL
OTHER EX FEATURES & CONDITIONS. IF
CONDITIONS ARE NOT AS SHOWN &/OR
PLANS CANNOT BE CONSTRUCTED AS
SHOWN, CONTACT AE PRIOR TO
CONSTRUCTION.
CALL 811 (2) BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY
LOCATIONS ARE APPROXIMATE)
FIRST UKRAINIAN PENTECOSTAL CHURCH
3811 NE 21ST ST
RENTON, WA 98056
11-19-19GEODETIC SURVEYING
SERVICE
AS INDICATED
ON DRAWING C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCHLUA:18-000253PR:17-0001601320 ALAMEDA AVE, SUITE B
FIRCREST, WA 98466
253-460-6067
NBDINC@ME.COM
43
L2
SIZEQTYSYMBOLDESCRIPTION
RAIN GARDEN SHRUBS & GROUNDCOVER - QTYS ON SHT L1
File Name: 1826LSi.dwg 65
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 9805611-19-19AS INDICATEDON DRAWING64C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160-CONTECH DETAILS & SPECIFICATIONSSHEET INDEX44R-408332ACall before you dig65
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 9805611-19-19AS INDICATEDON DRAWING64C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160-Call before you digSITE DESIGNATION: FUPC SUBBASIN #145R-40833265
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 9805611-19-19AS INDICATEDON DRAWING64C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160-Call before you digSITE DESIGNATION: FUPC SUBBASIN #146R-40833365
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 9805611-19-19AS INDICATEDON DRAWING64C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160-Call before you digSITE DESIGNATION: FUPC SUBBASIN #147R-40833465
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 9805611-19-19AS INDICATEDON DRAWING64C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160-Call before you digSITE DESIGNATION: FUPC SUBBASIN #148R-40833565
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 9805611-19-19AS INDICATEDON DRAWING64C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160-Call before you digSITE DESIGNATION: FUPC SUBBASIN #149R-40833665
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 9805611-19-19AS INDICATEDON DRAWING64C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160-Call before you digSITE DESIGNATION: FUPC BASIN #250R-40833765
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 9805611-19-19AS INDICATEDON DRAWING64C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160-Call before you digSITE DESIGNATION: FUPC BASIN #251R-40833865
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 9805611-19-19AS INDICATEDON DRAWING64C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160-Call before you digSITE DESIGNATION: FUPC BASIN #252R-40833965
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 9805611-19-19AS INDICATEDON DRAWING64C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160-Call before you digSITE DESIGNATION: FUPC BASIN #253R-40834065
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 9805611-19-19AS INDICATEDON DRAWING64C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160-Call before you digSITE DESIGNATION: FUPC BASIN #154R-40834165
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 9805611-19-19AS INDICATEDON DRAWING64C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160-Call before you digSITE DESIGNATION: FUPC BASIN #355R-40834265
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 9805611-19-19AS INDICATEDON DRAWING64C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160-Call before you digSITE DESIGNATION: FUPC BASIN #356R-40834365
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 9805611-19-19AS INDICATEDON DRAWING64C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160-Call before you digSITE DESIGNATION: FUPC BASIN #357R-40834465
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 9805611-19-19AS INDICATEDON DRAWING64C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160-Call before you digSITE DESIGNATION: FUPC BASIN #358R-40834565
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 9805611-19-19AS INDICATEDON DRAWING64C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160-Call before you digSITE DESIGNATION: FUPC BASIN #359R-40834665
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 9805611-19-19AS INDICATEDON DRAWING64C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160-Call before you digSITE DESIGNATION: FUPC BASIN #460R-40834765
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 9805611-19-19AS INDICATEDON DRAWING64C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160-Call before you digSITE DESIGNATION: FUPC BASIN #461R-40834865
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 9805611-19-19AS INDICATEDON DRAWING64C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160-Call before you digSITE DESIGNATION: FUPC BASIN #462R-40834965
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 9805611-19-19AS INDICATEDON DRAWING64C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160-Call before you digSITE DESIGNATION: FUPC BASIN #463R-40835065
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 9805611-19-19AS INDICATEDON DRAWING64C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160-Call before you digSITE DESIGNATION: FUPC BASIN #464R-408351656565
ELEV @ 432.86ELEV @ 426.99ELEV @ 428.99ELEV @ 424.99ELEV @ 428.9912-IN INLETPIPE12-IN OUTLETPIPEACCESSLADDERSOLID LOCKINGMH LID54-INTYPE-2 CB0.54-IN DIAMORIFICE12-IN RISERPIPECLEANOUT GATECONTROL RODSHEARGATE12-IN CAPNTSTED-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 9805611-19-19AS INDICATEDON DRAWING65C: 19-004330FIRST UKRAINIAN PENTECOSTAL CHURCH LUA:18-000253PR:17-000160 ELEV @ 434.26ELEV @ 427.58ELEV @ 429.58ELEV @ 425.58ELEV @ 429.5812-IN INLETPIPE12-IN OUTLETPIPEACCESSLADDERSOLID LOCKINGMH LID54-INTYPE-2 CB0.4-IN DIAMORIFICE12-IN RISERPIPECLEANOUT GATECONTROL RODSHEARGATE12-IN CAPNTSELEV @ 433.42ELEV @ 427.35ELEV @ 429.35ELEV @ 425.35ELEV @ 429.3512-IN INLETPIPE12-IN OUTLETPIPEACCESSLADDERSOLID LOCKINGMH LID54-INTYPE-2 CB0.45-IN DIAMORIFICE12-IN RISERPIPECLEANOUT GATECONTROL RODSHEARGATE12-IN CAPCONTROL STRUCTURE DET PIPE SYSTEM #1FLOW RESTRICTOR TEE DETAILSNTSELEV @ 434.14ELEV @ 426.85ELEV @ 428.85ELEV @ 424.85ELEV @ 428.8512-IN INLETPIPE12-IN OUTLETPIPEACCESSLADDERSOLID LOCKINGMH LID54-INTYPE-2 CB0.45-IN DIAMORIFICE12-IN RISERPIPECLEANOUT GATECONTROL RODSHEARGATE12-IN CAPCONTROL STRUCTURE DET PIPE SYSTEM #2FLOW RESTRICTOR TEE DETAILSNTSELEV @ 431.82ELEV @ 432.19ELEV @ 432.32ELEV @ 431.35CONTROL STRUCTURE DET PIPE SYSTEM #3FLOW RESTRICTOR TEE DETAILSCONTROL STRUCTURE DET PIPE SYSTEM #4FLOW RESTRICTOR TEE DETAILSCONTROL STRUCTURE DETAILS65ELEV @ 432.36ELEV @ 433.76ELEV @ 432.92ELEV @ 433.64NOTE: REFER TO DETAIL 6/C8.1 FOR ADDITIONAL DETAILSR-408352