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Home My WebLink AboutCD 4192LUA:21-000167PR:20-000097C:21-004289TED-40-41921471 R-419200 Planning condition: No work in any wetlands or associated buffers on the site shall occur before execution of the Springbrook Creek Wetlands Bank agreement between the Renton School District and the City of Renton. REGIONAL FIRE AUTHORITY cthomas 04/11/2022 APPROVED SURFACE WATER UTILITY JFarah 04/11/2022 DEVELOPMENT ENGINEERING msippo 04/13/2022 LIMITED CIVIL CONSTRUCTION PERMIT APPROVAL NOTE: TRANSPORTATION, SIGNAGE, ELECTRICAL AND LIGHTING PLANS ARE NOT INCLUDED IN THE LIMITED APPROVAL. SHEETS R-419277 THROUGH R-4192102 ARE REQUIRED TO BE RESUBMITTED AND APPROVED THROUGH THE DESIGN CHANGE PROCESS BEFORE CONSTRUCTION ON THESE ELEMENTS CAN COMMENCE. WATER UTILITY agafour 04/13/2022 LUA:21-000167PR:20-000097C:21-004289TED-40-41921472 R-419201 DEVELOPMENT ENGINEERING msippo 04/13/2022 DUVALL AVE NENE 10TH ST NE 12TH ST 30'ROW42'ROW 30'ROW20'ROWPARCEL B OF LOT 3PARCEL B-1 OF LOT 7 PARCEL B OF LOT 1312'ROW 137TH AVE SE30'ROW 25.5'ROW 20.5'ROW21.5'ROW ABBREVIATIONS N15025EDWINJ.GRE E PROFES IONAL N D S U VEYOR S L A RSTATEO F WASHI N GTONREGISTER E D JR.SITE N.T.S. CONTROL MAP NW 4 SW 4 SE 4 NE 4 INDEXING INFORMATION 1/4 1/4 SECTION: TOWNSHIP: RANGE: COUNTY: NE NW 10 23N 05E, W.M. KING LEGAL DESCRIPTION BASIS OF BEARINGS REFERENCES VERTICAL DATUM LEGEND VICINITY MAPN.T.S. SURVEYOR'S CERTIFICATE IN COMPLIANCE WITH CITY OF RENTON STANDARDS ALTA/NSPS LAND TITLE SURVEY RENTON SCHOOL DISTRICT CHELAN AVE NE PROJECT TOPOGRAPHIC SURVEYSHEET_NUMBER 1LUA:C:PR:LUA:21-000167PR:20-000097C:21-004289TED-40-4192147 R-419202 3 DEVELOPMENT ENGINEERING msippo 04/13/2022 ABBREVIATIONS ABBREVIATIONS 30'ROWNE 12TH ST PARCEL B OF LOT 3PARCEL B-1 OF LOT 7 N15025EDWINJ.GRE E PROFES IONAL N D S UVEYOR S L A RSTATE O F WASHI N GTONREGISTER ED JR.NW 4 SW 4 SE 4 NE 4 INDEXING INFORMATION 1/4 1/4 SECTION: TOWNSHIP: RANGE: COUNTY: NE NW 10 23N 05E, W.M. KING LEGEND IN COMPLIANCE WITH CITY OF RENTON STANDARDS ALTA/NSPS LAND TITLE SURVEY RENTON SCHOOL DISTRICT CHELAN AVE NE PROJECT TOPOGRAPHIC SURVEYSHEET_NUMBER 2LUA:C:PR:LUA:21-000167PR:20-000097C:21-004289TED-40-4192147 R-419203 4 DEVELOPMENT ENGINEERING msippo 04/13/2022 137TH AVE SE30'ROW ABBREVIATIONS N15025EDWINJ.GRE E PROFES IONAL N D S U VEYORS L A RSTATEO F WASHI N GTONREGISTER E D JR.NW 4 SW 4 SE 4 NE 4 INDEXING INFORMATION 1/4 1/4 SECTION: TOWNSHIP: RANGE: COUNTY: NE NW 10 23N 05E, W.M. KING LEGEND IN COMPLIANCE WITH CITY OF RENTON STANDARDS ALTA/NSPS LAND TITLE SURVEY RENTON SCHOOL DISTRICT CHELAN AVE NE PROJECT TOPOGRAPHIC SURVEYSHEET_NUMBER 3LUA:C:PR:LUA:21-000167PR:20-000097C:21-004289TED-40-4192147 R-419204 5 DEVELOPMENT ENGINEERING msippo 04/13/2022 137TH AVE SE30'ROW ABBREVIATIONS N15025EDWINJ.GRE E PROFES IONAL N D S U VEYOR S L A RSTATE O F WASHI N GTONREGISTER E D JR.NW 4 SW 4 SE 4 NE 4 INDEXING INFORMATION 1/4 1/4 SECTION: TOWNSHIP: RANGE: COUNTY: NE NW 10 23N 05E, W.M. KING LEGEND IN COMPLIANCE WITH CITY OF RENTON STANDARDS ALTA/NSPS LAND TITLE SURVEY RENTON SCHOOL DISTRICT CHELAN AVE NE PROJECT TOPOGRAPHIC SURVEYSHEET_NUMBER 4LUA:C:PR:LUA:21-000167PR:20-000097C:21-004289TED-40-4192147 R-419205 6 DEVELOPMENT ENGINEERING msippo 04/13/2022 30'ROW 12' ABBREVIATIONS N15025EDWINJ.GRE E PROFES IONAL N D S U VEYOR S L A RSTATE O F WASHI N GTONREGISTER E D JR.NW 4 SW 4 SE 4 NE 4 INDEXING INFORMATION 1/4 1/4 SECTION: TOWNSHIP: RANGE: COUNTY: NE NW 10 23N 05E, W.M. KING LEGEND IN COMPLIANCE WITH CITY OF RENTON STANDARDS ALTA/NSPS LAND TITLE SURVEY RENTON SCHOOL DISTRICT CHELAN AVE NE PROJECT TOPOGRAPHIC SURVEYSHEET_NUMBER 5LUA:C:PR:LUA:21-000167PR:20-000097C:21-004289TED-40-4192147 R-419206 7 DEVELOPMENT ENGINEERING msippo 04/13/2022 DUVALL AVE NEROW 12'ROW ABBREVIATIONS N15025EDWINJ.GRE E PROFES IONAL N D S U VEYORS L A RSTATEO F WASHI N GTONREGISTER E D JR.NW 4 SW 4 SE 4 NE 4 INDEXING INFORMATION 1/4 1/4 SECTION: TOWNSHIP: RANGE: COUNTY: NE NW 10 23N 05E, W.M. KING LEGEND IN COMPLIANCE WITH CITY OF RENTON STANDARDS ALTA/NSPS LAND TITLE SURVEY RENTON SCHOOL DISTRICT CHELAN AVE NE PROJECT TOPOGRAPHIC SURVEYSHEET_NUMBER 6LUA:C:PR:LUA:21-000167PR:20-000097C:21-004289TED-40-4192147 R-419207 8 DEVELOPMENT ENGINEERING msippo 04/13/2022 CHELAN AVE NE12'ROW 25.5'ROW ABBREVIATIONS N15025EDWINJ.GRE E PROFES IONAL N D S UVEYORS L A RSTATEO F WASHIN GTONREGISTE RED JR.NW 4 SW 4 SE 4 NE 4 INDEXING INFORMATION 1/4 1/4 SECTION: TOWNSHIP: RANGE: COUNTY: NE NW 10 23N 05E, W.M. KING LEGEND IN COMPLIANCE WITH CITY OF RENTON STANDARDS ALTA/NSPS LAND TITLE SURVEY RENTON SCHOOL DISTRICT CHELAN AVE NE PROJECT TOPOGRAPHIC SURVEYSHEET_NUMBER 7LUA:C:PR:LUA:21-000167PR:20-000097C:21-004289TED-40-4192147 R-419208 9 DEVELOPMENT ENGINEERING msippo 04/13/2022 42'ROW 20'ROWCHELAN AVE NEPARCEL B OF LOT 1312'ROW 25.5'ROW 20.5'ROW 21.5'ROW ABBREVIATIONS N15025EDWINJ.GRE E PROFES IONAL N D S UVEYORS LA RSTATEO F WASHIN GTONREGISTER E D JR.NW 4 SW 4 SE 4 NE 4 INDEXING INFORMATION 1/4 1/4 SECTION: TOWNSHIP: RANGE: COUNTY: NE NW 10 23N 05E, W.M. KING LEGEND IN COMPLIANCE WITH CITY OF RENTON STANDARDS ALTA/NSPS LAND TITLE SURVEY RENTON SCHOOL DISTRICT CHELAN AVE NE PROJECT TOPOGRAPHIC SURVEYSHEET_NUMBER 8LUA:C:PR:LUA:21-000167PR:20-000097C:21-004289TED-40-4192147 R-419209 10 DEVELOPMENT ENGINEERING msippo 04/13/2022 NE 10TH ST 20.5'ROW 21.5'ROW 30'ROWABBREVIATIONS N15025EDWINJ.GRE E PROFES IONAL N D S U VEYORS LA RSTATEO F WASHI N GTONREGISTER E D JR.NW 4 SW 4 SE 4 NE 4 INDEXING INFORMATION 1/4 1/4 SECTION: TOWNSHIP: RANGE: COUNTY: NE NW 10 23N 05E, W.M. KING LEGEND IN COMPLIANCE WITH CITY OF RENTON STANDARDS ALTA/NSPS LAND TITLE SURVEY RENTON SCHOOL DISTRICT CHELAN AVE NE PROJECT TOPOGRAPHIC SURVEYSHEET_NUMBER 9LUA:C:PR:LUA:21-000167PR:20-000097C:21-004289TED-40-4192147 R-419210 11 DEVELOPMENT ENGINEERING msippo 04/13/2022 ABBREVIATIONS DUVALL AVE NEN15025EDWINJ.GRE E PROFESIONAL N D S U VEYOR S LA RSTATEO F WASHI N GTONREGISTE RE D JR.NW 4 SW 4 SE 4 NE 4 INDEXING INFORMATION 1/4 1/4 SECTION: TOWNSHIP: RANGE: COUNTY: NE NW 10 23N 05E, W.M. KING LEGEND IN COMPLIANCE WITH CITY OF RENTON STANDARDS ALTA/NSPS LAND TITLE SURVEY RENTON SCHOOL DISTRICT CHELAN AVE NE PROJECT TOPOGRAPHIC SURVEYSHEET_NUMBER 10LUA:C:PR:LUA:21-000167PR:20-000097C:21-004289TED-40-4192147 R-419211 12 DEVELOPMENT ENGINEERING msippo 04/13/2022 N15025EDWINJ.GRE E PROFES IONAL N D S UVEYORS L A RSTATEO F WASHI N GTONREGIST ER E D JR.LOT 2 LEGAL DESCRIPTION LOT 2 PROPERTY ADDRESS LOT 2 SURVEYOR'S NOTES LOT 2 SCHEDULE B ITEMS LOT 3 LEGAL DESCRIPTION LOT 3 PROPERTY ADDRESS LOT 3 SURVEYOR'S NOTES LOT 3 SCHEDULE B ITEMS LOT 4 LEGAL DESCRIPTION LOT 4 PROPERTY ADDRESS LOT 4 SURVEYOR'S NOTES LOT 4 SCHEDULE B ITEMS LOT 5 LEGAL DESCRIPTION LOT 5 PROPERTY ADDRESS LOT 5 SURVEYOR'S NOTES LOT 5 SCHEDULE B ITEMS LOT 6 LEGAL DESCRIPTION LOT 6 PROPERTY ADDRESS LOT 6 SURVEYOR'S NOTES LOT 6 SCHEDULE B ITEMS IN COMPLIANCE WITH CITY OF RENTON STANDARDS ALTA/NSPS LAND TITLE SURVEY RENTON SCHOOL DISTRICT CHELAN AVE NE PROJECT TOPOGRAPHIC SURVEYSHEET_NUMBER 11LUA:C:PR:LUA:21-000167PR:20-000097C:21-004289TED-40-4192147 R-419212 13 DEVELOPMENT ENGINEERING msippo 04/13/2022 LOT 7 & 10 SCHEDULE B ITEMS LOT 9 LEGAL DESCRIPTION LOT 9 PROPERTY ADDRESS LOT 9 SURVEYOR'S NOTES LOT 9 SCHEDULE B ITEMS LOT 11 & 12 LEGAL DESCRIPTION LOT 11 & 12 PROPERTY ADDRESS LOT 11 & 12 SCHEDULE B ITEMS LOT 9 SURVEYOR'S NOTES CONTINUED LOT 11 & 12 SURVEYOR'S NOTES N15025EDWINJ.GRE E PROFES IONAL N D S U VEYORS LA RSTATEO F WASHI N GTONREGISTER E D JR.LOT 7 & 10 LEGAL DESCRIPTION LOT 7 & 10 PROPERTY ADDRESS LOT 7 & 10 SURVEYOR'S NOTES NW 4 SW 4 SE 4 NE 4 INDEXING INFORMATION 1/4 1/4 SECTION: TOWNSHIP: RANGE: COUNTY: NE NW 10 23N 05E, W.M. KING IN COMPLIANCE WITH CITY OF RENTON STANDARDS ALTA/NSPS LAND TITLE SURVEY RENTON SCHOOL DISTRICT CHELAN AVE NE PROJECT TOPOGRAPHIC SURVEYSHEET_NUMBER 12LUA:C:PR:LUA:21-000167PR:20-000097C:21-004289TED-40-4192147 R-419213 14 DEVELOPMENT ENGINEERING msippo 04/13/2022 LOT 14 SCHEDULE B ITEMS LOT 1 LEGAL DESCRIPTION LOT 1 SURVEYOR'S NOTES LOT 1 PROPERTY ADDRESS LOT 1 SCHEDULE B ITEMS N15025EDWINJ.GRE E PROFES IONAL N D S U VEYORS L A RSTATEO F WASHI N GTONREGISTER E D JR.NW 4 SW 4 SE 4 NE 4 INDEXING INFORMATION 1/4 1/4 SECTION: TOWNSHIP: RANGE: COUNTY: NE NW 10 23N 05E, W.M. KING LOT 14 LEGAL DESCRIPTION LOT 14 PROPERTY ADDRESS LOT 14 SURVEYOR'S NOTES IN COMPLIANCE WITH CITY OF RENTON STANDARDS ALTA/NSPS LAND TITLE SURVEY RENTON SCHOOL DISTRICT CHELAN AVE NE PROJECT TOPOGRAPHIC SURVEYSHEET_NUMBER 13LUA:C:PR:LUA:21-000167PR:20-000097C:21-004289TED-40-4192147 R-419214 15 DEVELOPMENT ENGINEERING msippo 04/13/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-4192VICINITY MAP1514716DEVELOPMENT ENGINEERINGmsippo 04/13/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-41921614717DEVELOPMENT ENGINEERINGmsippo 04/13/2022No work in any wetlands orassociated buffers on the siteshall occur before execution ofthe Springbrook Creek WetlandsBank agreement between theRenton School District and theCity of Renton. Wetland andwetland buffer shall be clearlydelineated by orangeconstruction fencing orapproved equivalent to remain inplace until approved in writing tobe removed by City personnel .District 90 water main through thesite will need to be protected and notimpacted until execution of theagreement and transfer of theservices occurs. Any impact to themain will require written approvalfrom WD90 and the City waterdepartments. PARCEL B OF LOT 13IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-4192Know what's below.Call before you dig.Dial 8111714718DEVELOPMENT ENGINEERINGmsippo 04/13/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-4192Know what's below.Call before you dig.Dial 8111814719DEVELOPMENT ENGINEERINGmsippo 04/13/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-4192Know what's below.Call before you dig.Dial 8111914720DEVELOPMENT ENGINEERINGmsippo 04/13/2022 PARCEL B OF LOT 3IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-4192Know what's below.Call before you dig.Dial 8112014721DEVELOPMENT ENGINEERINGmsippo 04/13/2022 PARCEL B OF LOT 3PARCEL B-1 OF LOT 7IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-4192Know what's below.Call before you dig.Dial 8112114722DEVELOPMENT ENGINEERINGmsippo 04/13/2022PSE UTILITY POLE IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-4192Know what's below.Call before you dig.Dial 8112214723DEVELOPMENT ENGINEERINGmsippo 04/13/2022no demolition tooccur at theintersection ofDuvall and NE 10thSt with limitedapproval permit. final and written cityapproval requiredbefore work canoccur. IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-419210MOVEABLE SUMP AND PUMP4INTERCEPTOR SWALE7CITY OF RENTON STD 211.00 - SEDIMENT TRAP W/ OVERFLOW SPILLWAY6CITY OF RENTON STD 214.00 - SILT FENCE8CITY OF RENTON STD 216.10 - SEDIMENT POND RISER3TREE PROTECTION FENCING2CITY OF RENTON STD 215.10 - STABILIZED CONSTRUCTION ENTRANCE1CITY OF RENTON STD 216.30- CATCH BASIN INSERT5CITY OF RENTON STD 213.30 - PLASTIC COVERING9CITY OF RENTON STD 217.40 - DITCH CHECK DAMS11SEDIMENT TRAP W/ STRUCTURE12CONSTRUCTION FENCING2314724DEVELOPMENT ENGINEERINGmsippo 04/13/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-41922414725DEVELOPMENT ENGINEERINGmsippo 04/13/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-41922514726DEVELOPMENT ENGINEERINGmsippo 04/13/2022 PARCEL B OF LOT 13 IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-4192Know what's below.Call before you dig.Dial 8112614727SURFACE WATER UTILITYJFarah 04/11/2022DEVELOPMENT ENGINEERINGmsippo 04/13/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-4192Know what's below.Call before you dig.Dial 8112714728SURFACE WATER UTILITYJFarah 04/11/2022DEVELOPMENT ENGINEERINGmsippo 04/13/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-4192Know what's below.Call before you dig.Dial 8112814729SURFACE WATER UTILITYJFarah 04/11/2022DEVELOPMENT ENGINEERINGmsippo 04/13/2022 PARCEL B OF LOT 3IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-4192Know what's below.Call before you dig.Dial 8112914730SURFACE WATER UTILITYJFarah 04/11/2022DEVELOPMENT ENGINEERINGmsippo 04/13/2022 PARCEL B OF LOT 3PARCEL B-1 OF LOT 7 IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-4192Know what's below.Call before you dig.Dial 8113014731SURFACE WATER UTILITYJFarah 04/11/2022DEVELOPMENT ENGINEERINGmsippo 04/13/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-4192······3114732SURFACE WATER UTILITYJFarah 04/11/2022DEVELOPMENT ENGINEERINGmsippo 04/13/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-41923COR STD PLAN 202.00 - CB INSTALLATION2COR STD PLAN 201.00 - CB TYPE 21COR STD PLAN 200.00 - CB TYPE 17COR STD PLAN 204.40 -STORM ROUND FRAME AND COVER (PRIVATE)6COR STD PLAN 204.20-RECTANGULAR VANED GRATE5COR STD PLAN 204.00 - RECTANGULAR FRAME4COR STD PLAN 204.50 -STORM ROUND FRAME AND COVER (PUBLIC)8ROCK PAD 3214733SURFACE WATER UTILITYJFarah 04/11/2022DEVELOPMENT ENGINEERINGmsippo 04/13/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-41921COR STD PLAN 204.60 - MISCELLANEOUS DRAINAGE DETAILS3FOOTING DRAIN4ROOF DOWNSPOUT W/ CLEANOUT6DISPERSION TRENCH8STORM CLEANOUT3COR STD PLAN 223.00 - DEBRIS BARRIER7FLOW CONTROL STRUCTURE - RESTRICTOR TEE3314734SURFACE WATER UTILITYJFarah 04/11/2022DEVELOPMENT ENGINEERINGmsippo 04/13/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-41921MODULAR WETLAND SYSTEM 12MODULAR WETLAND SYSTEM 23FLOW CONTROL STRUCTURE3414735SURFACE WATER UTILITYJFarah 04/11/2022DEVELOPMENT ENGINEERINGmsippo 04/13/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-41921STORMWATER DETENTION FACILITY3514736DEVELOPMENT ENGINEERINGmsippo 04/13/2022 450IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-41922STORMWATER DETENTION FACILITY3614737DEVELOPMENT ENGINEERINGmsippo 04/13/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-41923STORMWATER DETENTION FACILITY3714738DEVELOPMENT ENGINEERINGmsippo 04/13/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-4192SECTION A-ASECTION B-B3814739DEVELOPMENT ENGINEERINGmsippo 04/13/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-4192SECTION C-C3914740DEVELOPMENT ENGINEERINGmsippo 04/13/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-4192Know what's below.Call before you dig.Dial 811SECTION D-DMATCHLINE - SEE ABOVE MATCHLINE - SEE BELOW4014741DEVELOPMENT ENGINEERINGmsippo 04/13/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-4192Know what's below.Call before you dig.Dial 8114114742DEVELOPMENT ENGINEERINGmsippo 04/13/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-419242W-419201S-419201WTRP-27-4192WWP-27-4192 14743WASTEWATER UTILITYJStowell 04/12/2022DEVELOPMENT ENGINEERINGmsippo 04/13/2022WATER UTILITYagafour 04/13/2022 PARCEL B OF LOT 13 IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-4192Know what's below.Call before you dig.Dial 81143W-419202S-419202WTRP-27-4192WWP-27-4192 14744WASTEWATER UTILITYJStowell 04/12/2022DEVELOPMENT ENGINEERINGmsippo 04/13/2022WATER UTILITYagafour 04/13/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-4192Know what's below.Call before you dig.Dial 81144W-419203S-419203WTRP-27-4192WWP-27-4192 14745WASTEWATER UTILITYJStowell 04/12/2022DEVELOPMENT ENGINEERINGmsippo 04/13/2022WATER UTILITYagafour 04/13/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-4192Know what's below.Call before you dig.Dial 81145W-419204S-419204WTRP-27-4192WWP-27-4192 14746WASTEWATER UTILITYJStowell 04/12/2022DEVELOPMENT ENGINEERINGmsippo 04/13/2022WATER UTILITYagafour 04/13/2022 PARCEL B OF LOT 3IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-4192Know what's below.Call before you dig.Dial 81146W-419205S-419205WTRP-27-4192WWP-27-4192 14747WASTEWATER UTILITYJStowell 04/12/2022DEVELOPMENT ENGINEERINGmsippo 04/13/2022WATER UTILITYagafour 04/13/2022 PARCEL B OF LOT 3PARCEL B-1 OF LOT 7 IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-4192Know what's below.Call before you dig.Dial 81147W-419206S-419206WTRP-27-4192WWP-27-4192 14748WASTEWATER UTILITYJStowell 04/12/2022DEVELOPMENT ENGINEERINGmsippo 04/13/2022WATER UTILITYagafour 04/13/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-41923COR STD PLAN 310.1 - FIRE HYDRANT ASSEMBLY2COR STD PLAN 300.4 - CONNECTION TO WATER MAIN CUT IN1COR STD PLAN 300.0 - WATER PLAN GENERAL NOTES4COR STD PLAN 320.4 - 4" COMPOUND DOMESTIC WATER METER ASSEMBLY7COR STD PLAN 320.2 - 1-1/2" AND 2" WATER SERVICE6COR STD PLAN 330.2 - CONCRETE THRUST BLOCKING5COR STD PLAN 310.3 - HYDRANT MARKER LAYOUT28W-419207WTRP-27-4192 14749DEVELOPMENT ENGINEERINGmsippo 04/13/2022WATER UTILITYagafour 04/13/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-41923COR STD PLAN 320.2 - 1 1/2" AND 2" WATER SERVICE2COR STD PLAN 310.3 - HYDRANT MARKER LAYOUT1COR STD PLAN 300.6 - POLY PIG STATION7NOT USED6NOT USED5COR STD PLAN 330.3 - BLOCKING FOR VERTICAL FITTINGS4COR STD PLAN 360.5 - INSIDE BLDG INSTALL FOR 3" AND LARGER DETECTOR49W-419208WTRP-27-4192 14750DEVELOPMENT ENGINEERINGmsippo 04/13/2022WATER UTILITYagafour 04/13/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-41922COR STD PLAN 400.1 - STANDARD SANITARY MANHOLE4COR STD PLAN 401.2 - MANHOLE FRAME AND COVER6COR STD PLAN 403.1 - 8" OR 6" SSCO5NOT USED3COR STD PLAN 400.2 - SHALLOW MANHOLE7NOT USED50S-419207WWP-27-4192 14751WASTEWATER UTILITYJStowell 04/12/2022DEVELOPMENT ENGINEERINGmsippo 04/13/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-4192SEWER PROFILESEWER PROFILE36S-419208WWP-27-4192 14752update pipe size andelevation information tomatch plan view on sheetc3.2, which is 425.99 (6'' E)in and 425.89 (8'' S) Out.update pipe size andelevations to matchplan view on sheetc3.1WASTEWATER UTILITYJStowell 04/12/2022DEVELOPMENT ENGINEERINGmsippo 04/13/2022R-4192251 IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-4192WATER PROFILE - CHELAN AVEWATER PROFILE - CHELAN AVEMATCHLINE - SEE ABOVE MATCHLINE - SEE BELOW37W-419209WTRP-27-4192 14753DEVELOPMENT ENGINEERINGmsippo 04/13/2022R-4192252 IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-4192Know what's below.Call before you dig.Dial 811WATER PROFILE - DUVALL AVE NEMATCHLINE - SEE ABOVE MATCHLINE - SEE BELOW38W-419210WTRP-27-4192 14754DEVELOPMENT ENGINEERINGmsippo 04/13/2022R-4192253 IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-4192WATER PROFILESTA 50+00.00 - 52+40.0039W-419211WTRP-27-4192 14755DEVELOPMENT ENGINEERINGmsippo 04/13/2022R-4192254 IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-41925514756DEVELOPMENT ENGINEERINGmsippo 04/13/2022 PARCEL B OF LOT 13 IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-4192Know what's below.Call before you dig.Dial 8115614757DEVELOPMENT ENGINEERINGmsippo 04/13/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-4192Know what's below.Call before you dig.Dial 8115714758DEVELOPMENT ENGINEERINGmsippo 04/13/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-4192Know what's below.Call before you dig.Dial 8115814759DEVELOPMENT ENGINEERINGmsippo 04/13/2022 PARCEL B OF LOT 3IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-4192Know what's below.Call before you dig.Dial 8115914760DEVELOPMENT ENGINEERINGmsippo 04/13/2022 PARCEL B OF LOT 3 IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-4192Know what's below.Call before you dig.Dial 8116014761DEVELOPMENT ENGINEERINGmsippo 04/13/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-41923ADA SIGN W/POST1STANDARD AND HEAVY DUTY ASPHALT PAVEMENT7ASPHALT/CONCRETE TRANSITION6PARALLEL RAMP5ADA STALL AND BLOCKOUT STRIPING2HEAVY DUTY CONCRETE4CONCRETE WALKWAY6114762DEVELOPMENT ENGINEERINGmsippo 04/13/2022REMOVEONLY HERE IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-41923WHEEL STOP1GRAVEL WALKWAY/DRIVEWAY2CONCRETE VERTICAL CURB5SITE SIGNAGE4FLUSH CONCRETE CURB7CONCRETE ROLLED CURB8CURB TAPER·6214763DEVELOPMENT ENGINEERINGmsippo 04/13/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-419263W-419212S-419209WTRP-27-4192WWP-27-4192 14764DEVELOPMENT ENGINEERINGmsippo 04/13/2022 PARCEL B OF LOT 13 45 DEGSDCB45 DEGTEE45 DEG45 DEGTEETEE90 DEGTEESSMHSSMHGREASE INTERCEPTORTEESSMHTEE45 DEGSDCBSDCBSDCBSSMHSDCBSDCBSDCBSDCBSDCBSDMHSDMHSDMHSDMHSDMHFIRE HYDRANTSDCBSDCBSDCBSDCBSDCOSDCOSDCBFIRE HYDRANTSDCO90 DEGOIL/WATER SEPARATORTEEIN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-4192Know what's below.Call before you dig.Dial 81164W-419213S-419210WTRP-27-4192WWP-27-4192 14765DEVELOPMENT ENGINEERINGmsippo 04/13/2022 45 DEG45 DEG45 DEG45 DEGTEE11 1/4 DEG11 1/4 DEG11 1/4 DEG45 DEGTEESSMHSSMHSDCOSDCBSDCOSDMHSDCBSDCBFIRE HYDRANTFIRE HYDRANTSDCOSDCBSDCBSDMHSDCBIN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-4192Know what's below.Call before you dig.Dial 81165W-419214S-419211WTRP-27-4192WWP-27-4192 14766DEVELOPMENT ENGINEERINGmsippo 04/13/2022 TEE90 DEGTEE90 DEGTEE90 DEG90 DEGTEETEETEE45 DEGFIRE HYDRANTFDCSDCBSDCOSDCOSDCBSDCOFIRE HYDRANTSDCBIN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-4192Know what's below.Call before you dig.Dial 81166W-419215S-419212WTRP-27-4192WWP-27-4192 14767DEVELOPMENT ENGINEERINGmsippo 04/13/2022 PARCEL B OF LOT 3SDCBSDCBSDMHSDMHSDCBSDCBSDCBIN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-4192Know what's below.Call before you dig.Dial 81167W-419216S-419213WTRP-27-4192WWP-27-4192 14768DEVELOPMENT ENGINEERINGmsippo 04/13/2022 PARCEL B OF LOT 3PARCEL B-1 OF LOT 7 45 DEG45 DEGTEETEESDCBSDCBFIRE HYDRANTSDCBSDCBSDMHSDMHSDMHIN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-4192Know what's below.Call before you dig.Dial 81168W-419217S-419214WTRP-27-4192WWP-27-4192 14769DEVELOPMENT ENGINEERINGmsippo 04/13/2022 CB#19CB#20CB#22 TYPE ISTA 914+41.50 31.5' RRIM EL=428.7412" (PP) IE=425.05 IN (S)4" (PVC) IE=425.70 IN (E)12" (PP) IE=425.17 OUT (W)CB#28CB#14SEE SHEET SD4CB#15CB#41STA 910+38.1, 35.0'L4'x4' OFFLINE TBBUSTA 912+36.2, 34.9'L4'x4' OFFLINE TBBUSTA 914+35.0, 35.0'R4'x4' OFFLINE TBBURIM EL=429.42IE=425.92 OUT (4", N)STA 914+35.9, 35.0'L4'x4' OFFLINE TBBUSTA 916+35.0, 35.0'L4'x4' OFFLINE TBBUSTA 916+35.0, 35.0'R4'x4' OFFLINE TBBURIM EL=425.42IE=421.92 OUT (4", N)STA 918+35.0, 35.0'R4'x4' OFFLINE TBBURIM EL=421.15IE=417.65 OUT (4", N)STA 920+25.4, 40.0'L4'x4' OFFLINE TBBUSTA 918+34.3, 35.0'L4'x4' OFFLINE TBBUSTA 919+00.3, 38.5'LTTRENCH DRAIN END4" IE=419.424"-45° VERT BND (PVC)STA 918+70.4, 38.5'LTTRENCH DRAIN BEGINSEE DETAILIE=419.92STA 918+03.1, 38.5'LTTRENCH DRAIN ENDSEE DETAIL4" IE=421.624"-45° VERT BND (PVC)STA 917+87.1, 38.5'LTTRENCH DRAIN BEGINSEE DETAILIE=421.85STA 918+03.7, 38.5'LT4"-45° VERT BND (PVC)IE=421.10STA 919+00.9, 38.5'LT4"-45° VERT BND (PVC)IE=418.84CB#40STA 906+51.4, 52.3'LT16"x6" TAPPING TEE (MJxFL)6" GV (FLxMJR)CONC. BLOCKSTA 906+61.7, 52.3'LTFIRE HYDRANT ASSEMBLYSTA 10+66.40, 0.0'T=C STA 919+68.0, 18.1'LT12"-90° BEND (MJR)STA 919+78.4, 12.9'RTSTA 906+51.4, 52.3'LT16"x6" TAPPING TEE (MJxFL)6" GV (FLxMJR)CONC. BLOCKSTA 906+61.7, 52.3'LTFIRE HYDRANT ASSEMBLYSTA 916+70.0, 39.6'RTFIRE HYDRANT ASSEMBLYSTA 916+70.0, 22.8'RT16"x6" TAPPING TEE (MJxFL)6" GV (FLxMJR)CONC. BLOCKSTA 919+64.1, 43.4'LT12"-45° BEND (MJR)STA 919+73.0, 20.7'RTSEE CONNECTION DETAILSTA 920+06.1, 16.5'LT=C STA 20+33.5, 0.00' T16"x6 " TEE (MJRxFL)6" GV (FL)6"-45° VERT BEND (FLxMJR)6"-45° VERT BEND (MJR)PLUG EX PIPE IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-419269W-419218S-419215WTRP-27-4192WWP-27-4192 14770DEVELOPMENT ENGINEERINGmsippo 04/13/2022 PARCEL B OF LOT 13 IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-4192Know what's below.Call before you dig.Dial 81170W-419219S-419216WTRP-27-4192WWP-27-4192 14771DEVELOPMENT ENGINEERINGmsippo 04/13/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-4192Know what's below.Call before you dig.Dial 81114772DEVELOPMENT ENGINEERINGmsippo 04/13/2022CONDITION OF APPROVAL:ANALYZE FEASIBILITY OF EXTENDINGISLAND OR ADDING C-CURB TO PREVENTLEFT TURNS. COORDINATION WITH CITYSTAFF REQUIRED PRIOR TO PERMITCLOSE-OUT. IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-4192Know what's below.Call before you dig.Dial 81114773DEVELOPMENT ENGINEERINGmsippo 04/13/2022CONDITION OF APPROVAL:ANALYZE IF TREE BLOCKS SITEDISTANCE PRIOR TO INSTALLATION. CEL B-1 OF LOT 7STA 918+34.3, 35.0'L4'x4' OFFLINE TBBUSTA 919+00.3, 38.5'LTTRENCH DRAIN END4" IE=419.424"-45° VERT BND (PVC)STA 918+03.1, 38.5'LTTRENCH DRAIN ENDSEE DETAIL4" IE=421.624"-45° VERT BND (PVC)STA 917+87.1, 38.5'LTTRENCH DRAIN BEGINSEE DETAILIE=421.85IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-4192Know what's below.Call before you dig.Dial 81114774DEVELOPMENT ENGINEERINGmsippo 04/13/2022CONDITION OF APPROVAL:EXISTING UTILITY POLE WILL LIKELYREQUIRE RELOCATION. COORDINATEWITH PSE, PROPERTY OWNER AND CITYFOR LOCATION OF RELOCATED POLEPRIOR TO FRONTAGE IMPROVEMENTINSTALLATION.NOTE: EXISTING ROCKERY ANDPARKING AREA IS NOT CLEARLYDELINEATED IN THIS LOCATION. PRIOR TO INTALLATION OFSIDEWALK, APPLICANT SHALLPROVIDE BLOW-UP PLANCLEARLY DEMONSTRATING THATGRADING WILL WORK OR IF ARETAINING OR KNEEWALL WILLNEED TO BE PROVIDED. IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-4192Know what's below.Call before you dig.Dial 81114775points elevation areoffsite the sidewalkDEVELOPMENT ENGINEERINGmsippo 04/13/2022R-419274REMOVE TACTILEWARNING STRIPSSINCE THIS IS NOTA STREETCROSSING.SIDEWALK SLOPENOT ADACOMPLIANT. FINALBUILD REQUIRES2% OR LESS CROSSSLOPE.NOTE: EXISTING ROCKERY ANDPARKING AREA IS NOT CLEARLYDELINEATED IN THIS LOCATION. PRIOR TO INTALLATION OFSIDEWALK, APPLICANT SHALLPROVIDE BLOW-UP PLANCLEARLY DEMONSTRATING THATGRADING WILL WORK OR IF ARETAINING OR KNEEWALL WILLNEED TO BE PROVIDED.REMOVE TACTILEWARNING STRIPSSINCE THIS IS NOTA STREETCROSSING.AT MAX.RECOMMENDREDUCING SLOPE IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-4192SECTION A-ASECTION B-BSECTION C-C6014776DEVELOPMENT ENGINEERINGmsippo 04/13/2022R-419275 IN COMPLIANCE WITH CITY OF RENTON STANDARDS1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcTED-40-4192 LUA:21-000167PR:20-000097C:21-004289R-41928NOT USED7COR STD PLAN 129 - SIGN MOUNTING6COR STD PLAN F007 - TYPICAL SIDEWALK5COR STD PLAN 110.1 - TYPICAL FLEXIBLE PAVEMENT OR RIGID OVERLAY4COR STD PLAN 110 - TRANSVERSE FLEXIBLE PAVEMENT OR RIGID OVERLAY3MODIFIED COR STD PLAN 104.3 - CONC DRIVEWAY ENTRANCE - TYPE R1B2COR STD PLAN 102 - CEMENT CONCRETE SIDEWALK1COR STD PLAN 101 - CEMENT CONCRETE CURBS7614777DEVELOPMENT ENGINEERINGmsippo 04/13/2022 LUA:21-000167PR:20-000097C:21-004289TED-40-4192TRO-41-4192147 R-419277 78 T-419201 CORRECTIONS - RESUBMIT 04/13/2022 msippo DEVELOPMENT ENGINEERING DIVISION NOTE: TRANSPORTATION, SIGNAGE, ELECTRICAL AND LIGHTING PLANS ARE NOT INCLUDED IN THE LIMITED APPROVAL. SHEETS R-419277 THROUGH R-4192102 ARE REQUIRED TO BE RESUBMITTED AND APPROVED THROUGH THE DESIGN CHANGE PROCESS BEFORE CONSTRUCTION ON THESE ELEMENTS CAN COMMENCE. ABBREVIATIONSGENERAL NOTES1.PERFORM WORK IN ACCORDANCE WITH APPLICABLENATIONAL AND STATE CODES AS AMENDED LOCALLYAND ENFORCED BY THE AHJ.2.OBTAIN AND PAY FOR PERMITS REQUIRED FORINSTALLATION OF WORK. ARRANGE AND SCHEDULEREQUIRED INSPECTIONS.3.COORDINATE WITH UTILITY COMPANIES FURNISHINGSERVICES TO PROJECT. INSTALLATION OF UTILITYSERVICES SHALL BE IN ACCORDANCE WITH UTILITYREQUIREMENTS. VERIFY APPLICABLE INSTALLATIONSTANDARDS AND REQUIREMENTS. PROVIDE ANDSUBMIT ELECTRICAL DRAWINGS TO UTILITY FORAPPROVAL PRIOR TO ROUGH-IN AND PRIOR TOORDERING EQUIPMENT.4.DEVICE LOCATIONS ARE APPROXIMATE. COORDINATEDEVICE LOCATIONS AND ELEVATIONS WITHAPPROPRIATE DOCUMENTS INCLUDING CASEWORKSHOP DRAWINGS AND ARCHITECT'S INTERIORELEVATIONS PRIOR TO ROUGH-IN.5.COORDINATE ELECTRICAL WORK WITH THAT OFOTHER TRADES. REFER TO MECHANICAL,ARCHITECTURAL, STRUCTURAL, CIVIL, ANDLANDSCAPE DRAWINGS AND SPECIFICATIONS.COORDINATION SHALL OCCUR PRIOR TOFABRICATION, PURCHASE, AND INSTALLATION OFWORK.6.COORDINATE LOCATION OF LIGHT FIXTURES ANDCEILING-MOUNTED DEVICES WITH ARCHITECTURALREFLECTED CEILING PLANS AND ELEVATIONS.7.PROVIDE RATED ENCLOSURES AROUND ALL LIGHTFIXTURES PENETRATING RATED CEILINGS.COORDINATE WITH ARCHITECTURAL.8.REFER TO ARCHITECTURAL AND STRUCTURALDRAWINGS FOR LOCATIONS OF EXPANSION/SEISMICJOINTS. PROVIDE RACEWAY EXPANSION/SEISMICJOINTS FOR RACEWAYS CROSSING BUILDINGEXPANSION/SEISMIC JOINTS.9.DEMOLISH EXISTING SYSTEMS AS INDICATED ONPLANS OR AS REQUIRED FOR INSTALLATION OF NEWWORK. MATERIAL SHALL BE REMOVED FROM SITEAND LEGALLY DISPOSED OF OFF SITE UNLESSOTHERWISE DIRECTED. RETURN ITEMS TO OWNER INEXISTING CONDITION WHEN DIRECTED BY OWNER.10.COMPLETION OF WORK SHALL BE EXECUTED INACCORDANCE WITH THE PROJECT SCHEDULE.SCHEDULE INSTALLATION WITH OTHER TRADES TOENSURE PROJECT MILESTONES ARE MET.11.DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOWALL COMPONENTS REQUIRED FOR A COMPLETEINSTALLATION. PROVIDE COMPONENTS REQUIREDFOR COMPLETE AND OPERATIONAL SYSTEMSINCLUDING RACEWAYS, CONDUCTORS, BOXES,SUPPORTS AND SIMILAR ITEMS.12.BRANCH CIRCUIT HOMERUNS ARE SHOWN TOINDICATE CIRCUIT PROPERTIES AND CONFIGURATION. SINGLE-CIRCUIT HOMERUNS SERVED FROM THESAME PANELBOARD MAY BE COMBINED INACCORDANCE WITH THE DIVISION 26 SPECIFICATIONS,UNLESS INDICATED OTHERWISE. EXTEND ANDCONNECT BRANCH CIRCUIT RACEWAY AND WIRINGFROM HOMERUN TO DEVICES AND EQUIPMENT WITHCIRCUIT NUMBERS INDICATED. CONDUCTORQUANTITIES AND SIZES ARE INDICATED ATHOMERUNS ONLY. SHOW ACTUAL RACEWAYROUTING AND CIRCUITING ON RECORD DRAWINGS.MINIMUM CONDUCTOR SIZE #12 AWG.13.LIGHT FIXTURES MOUNTED IN CONTINUOUS ROWSSHALL BE THROUGH-WIRED VIA FIXTURE INTERNALWIREWAYS. CIRCUITS AS INDICATED ON DRAWINGS.FIXTURES NOT LISTED FOR THROUGH WIRING SHALLBE WIRED VIA SEPARATE RACEWAY AND WIRINGSYSTEM EXTERNAL TO THE FIXTURES. PROVIDERACEWAYS, WIRING AND CONNECTIONS FOR ACOMPLETE AND OPERATIONAL SYSTEM.14.LOCATIONS OF RACEWAY, PATHWAY AND SIMILARITEMS ARE SHOWN SCHEMATICALLY. COORDINATEINSTALLATION, INCLUDING BUT NOT LIMITED TOCABLING, TELECOMMUNICATION PATHWAYS ANDSPACES, AND EXACT LOCATION OF HORIZONTAL ANDBACKBONE CABLING WITH LOCATIONS OF FIXEDCASEWORK AND BUILDING CONDITIONS AFFECTINGTHE WORK OF THIS CONTRACT.15.COORDINATE TELECOMMUNICATIONS WORK WITHTHAT OF OTHER TRADES. REFER TO ELECTRICAL,MECHANICAL, ARCHITECTURAL, STRUCTURAL, CIVIL,AND LANDSCAPE DRAWINGS AND SPECIFICATIONS.COORDINATION SHALL OCCUR PRIOR TOFABRICATION, PURCHASE, AND INSTALLATION OFWORK.16.NEW CABLING INSTALLATIONS SHALL BE CONCEALEDIN WALL, CEILINGS, AND BELOW RAISED FLOORSPACES UNLESS OTHERWISE NOTED ON THEDRAWINGS. CABLING IN ACCESSIBLE CEILINGSPACES SHALL BE INSTALLED AS OPEN CABLINGNEAR STRUCTURES AND WALLS OR AS SPECIFICALLYNOTED ON DRAWINGS. SEE SPECIFICATIONS FORSUPPORT REQUIREMENTS.17.PROVIDE FIRESTOPPING SYSTEMS FOR CONDUIT ANDRACEWAY SYSTEMS AT PENETRATIONS, SLEEVESAND SLOTS OF FIRE RATED CONSTRUCTION FORHORIZONTAL AND INTRABUILDING PATHWAYS ANDSPACES.18.INTRABUILDING OPTICAL FIBER CABLING SHALL BECLEARLY AND VISIBLY IDENTIFIED IN PULLBOXES,ENTRANCE POINTS, EACH RISER ROOM, AND 5'-0"BEFORE ENTERING A FREE STANDING RACK UTILIZINGAN OPTICAL FIBER CABLE MARKER TAG SYSTEM.19.CATEGORY 6/6A CABLING: MAINTAIN A MINIMUMSPACING OF 12" FROM ELECTRICAL FEEDERS ANDBRANCH CIRCUIT WIRING AND 12" FROM AUXILIARYSYSTEM CABLING.20.MINIMUM SPACING FROM ELECTRICAL APPARATUSSUCH AS MOTOR DRIVEN EQUIPMENT ANDTRANSFORMERS SHALL BE 6'-0". SPACINGREQUIREMENTS SHALL APPLY TO OPEN CABLINGPATHWAYS WHERE EQUIPMENT IS LOCATED ON THESAME FLOOR, FLOOR ABOVE, FLOOR BELOW, OR INROOMS ADJACENT TO SUCH EQUIPMENT AS THOUGHWALLS AND FLOORS DID NOT EXIST. EXCEPTION:BUILDING CONSTRUCTION THAT RESULTS INCONTINUOUS METALLIC BARRIER BETWEENELECTRICAL APPARATUS AND CABLE PATHWAYSSHALL BE CONSIDERED AS SUITABLE SEPARATION.21.PRIOR TO STARTING TELECOMMUNICATIONSINSTALLATION, CAREFULLY INSPECT INSTALLEDWORK OF OTHER TRADES AND VERIFY THAT SUCHWORK IS COMPLETE TO THE POINT WHERE WORKMAY PROPERLY COMMENCE. NOTIFY THE ARCHITECTAND ENGINEER IN WRITING OF CONDITIONSDETRIMENTAL TO THE PROPER AND TIMELYCOMPLETION OF THE WORK.22.DO NOT BEGIN TELECOMMUNICATIONS INSTALLATIONUNTIL ALL UNSATISFACTORY CONDITIONS ARERESOLVED. BEGINNING WORK CONSTITUTESACCEPTANCE OF CONDITIONS AS SATISFACTORY.23.ROUTE CATEGORY 6/6A CABLES TO THEIR ASSIGNEDCROSS-CONNECT PER THE IDENTIFICATION LABEL ATEACH TELECOMMUNICATIONS WORKSTATION DEVICE.TERMINATE ALL CABLES ON 48-PORT PATCH PANELSON RACKS UNLESS OTHERWISE NOTED.24.THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALLCONDUIT, OUTLET BOXES, JUNCTION BOXES,RACEWAY SYSTEMS, ETC. FOR A COMPLETE ANDOPERATIONAL PATHWAY SYSTEM FOR ALLTELECOMMUNICATIONS SYSTEMS PER THE SCOPE OFWORK INDICATED ON THE CONSTRUCTION DRAWINGSAND BID SPECIFICATIONS.25.CABLE TRAY PATHWAYS ABOVE ACCESSIBLECEILINGS SHALL BE PROVIDED BY THE ELECTRICALCONTRACTOR. CABLE TRAY PATHWAYS BELOWRAISED FLOOR SPACES SHALL BE PROVIDED BY THETELECOMMUNICATIONS CONTRACTOR.MMETERMANMETROPOLITAN AREA NETWORKMAXMAXIMUMMCMAIN CROSS CONNECT; METAL CLAD (CABLE)MCBMAIN CIRCUIT BREAKERMCCMOTOR CONTROL CENTERMDFMAIN DISTRIBUTION FRAMEMDPMAIN DISTRIBUTION PANELMFRMANUFACTURERMHMANHOLEMINMINIMUMMLOMAIN LUGS ONLYMMMULTIMODEMPOEMAIN POINT OF ENTRYMPOPMAIN POINT OF PRESENCEMTDMOUNTEDMTSMANUAL TRANSFER SWITCH(N)NEWNNEUTRALNACNOTIFICATION APPLIANCE CIRCUITNECNATIONAL ELECTRICAL CODENEMANATIONAL ELECTRICAL MANUFACTURERSASSOCIATIONNFNON-FUSEDNICNOT IN CONTRACTNLNIGHT LIGHTOFCOPTICAL FIBER CABLEOHLOVERHEAD LINEOLOVERLOADOSOCCUPANCY SENSOROSPOUTSIDE PLANTPPOLEPBXPRIVATE BRANCH EXCHANGEPFPOWER FACTORPHPHASEPIRPASSIVE INFRAREDPIVPOST INDICATING VALVEPNLPANELPPPATCH PANELPTPOTENTIAL TRANSFORMERPVCPOLYVINYL CHLORIDERCROOM CONTROLLERRCPREFLECTED CEILING PLANRECRECEPTACLEREFREFER TOREVREVISIONRMROOMRTRCREINFORCED THERMORESETTING RESINCONDUITRURACK UNITSBSTANDBYSHTSHEETSLCSIGNALING LINE CIRCUITSMSINGLEMODEAAMPEREACAIR CONDITIONING; ALTERNATING CURRENT;ABOVE COUNTERAFAMP FUSE; AMP FRAMEAFCAVAILABLE FAULT CURRENTAFFABOVE FINISHED FLOORAGABOVE GRADEAHJAUTHORITIES HAVING JURISDICTIONAHUAIR HANDLING UNITAICAMPERE INTERRUPTING CURRENTALALUMINUMANSIAMERICAN NATIONAL STANDARDS INSTITUTEASAMP SWITCHATAMP TRIPATMASYNCHRONOUS TRANSFER MODEATSAUTOMATIC TRANSFER SWITCHAVAUDIO VISUALAWGAMERICAN WIRE GAUGEBASBUILDING AUTOMATION SYSTEMBATTBATTERIESBILBASIC IMPULSE INSULATION LEVELBKBDBACKBOARDBKRBREAKERBLDGBUILDINGCCONDUIT; DEGREES CELSIUSCABCABINETCATCATEGORYCATVCOMMUNITY ANTENNA TELEVISIONCBCIRCUIT BREAKERCCTVCLOSED CIRCUIT TELEVISIONCLGCEILINGCMCEILING-MOUNTEDCOCONDUIT ONLYCOWCOMPUTER ON WHEELSCRCONTROLLED RECEPTACLECTCURRENT TRANSFORMERCUCOPPERDDEDICATEDDDCDIRECT DIGITAL CONTROLDEMARCDEMARCATION POINTDISCDISCONNECTDISTDISTRIBUTIONDSLDIGITAL SUBSCRIBER LINEDWGDRAWING(E)EXISTINGEAEACHEFEXHAUST FANEIAELECTRONIC INDUSTRIES ASSOCIATIONELEVELEVATIONEMEMERGENCYEMTELECTRICAL METALLIC TUBINGENCLENCLOSUREEPMELECTRONIC POWER METEREPOEMERGENCY POWER OFFEQUIPEQUIPMENTETREXISTING TO REMAINEWCELECTRIC WATER COOLERFFUSE; DEGREES FAHRENHEITFAFIRE ALARMFAAPFIRE ALARM ANNUNCIATOR PANELFACPFIRE ALARM CONTROL PANELFBOFURNISHED BY OWNERFCFOOT-CANDLEFOICFURNISHED BY OWNER INSTALLED BYCONTRACTORFOIOFURNISHED BY OWNER INSTALLED BY OWNERFSDFIRE SMOKE DAMPERGGROUNDGBGROUND FAULT CIRCUIT BREAKERGFGROUND FAULT CIRCUIT INTERRUPTERGFPGROUND FAULT PROTECTIONGNDGROUNDGRSGALVANIZED RIGID STEELHCHORIZONTAL CROSS CONNECTHIDHIGH INTENSITY DISCHARGEHPHORSEPOWERHTRHEATERHzHERTZIBCINTERNATIONAL BUILDING CODEICINTERMEDIATE CROSS CONNECTIDFINTERMEDIATE DISTRIBUTION FRAMEIEEEINSTITUTE OF ELECTRICAL AND ELECTRONICENGINEERSIGISOLATED GROUNDIMCINTERMEDIATE METALLIC CONDUITISDNINTEGRATED SERVICES DIGITAL NETWORKJJUNCTIONKKIRK KEYKCMILTHOUSAND CIRCULAR MILSkVAKILOVOLT AMPEREKVARKILOVOLT AMPERE REACTIVEkWKILOWATTLANLOCAL AREA NETWORKLCPLIGHTING CONTROL PANELLECLOCAL EXCHANGE CARRIERLTLIGHTLTGLIGHTINGMMETERMANMETROPOLITAN AREA NETWORKSMFCSURFACE-MOUNTED OPTICAL FIBER CABINETSMRSURFACE METAL RACEWAYSONETSYNCHRONOUS OPTICAL NETWORKSPSERVICE PROVIDERSPDSURGE PROTECTIVE DEVICESPECSPECIFICATIONSSPSTSINGLE POLE SINGLE THROWSTSHUNT TRIPSTPSHIELDED TWISTED PAIRSVGASUPER VIDEO GRAPHICS ARRAYSWSWITCHSWBDSWITCHBOARDTBBTELECOMMUNICATIONS BONDING BACKBONETELTELEPHONETELCOTELEPHONE COMPANYTGBTELECOMMUNICATIONS GROUNDING BUSBARTIATELECOMMUNICATIONS INDUSTRY ASSOCIATIONTMGBTELECOMMUNICATIONS MAIN GROUNDINGBUSBARTPTAMPERPROOFTRTELECOMMUNICATIONS ROOMTTBTELEPHONE TERMINAL BOARDTVTELEVISIONTVSSTRANSIENT VOLTAGE SURGE SUPPRESSIONTYPTYPICALUGUNDERGROUNDULUNDERWRITERS LABORATORIESUONUNLESS OTHERWISE NOTEDUPSUNINTERRUPTIBLE POWER SUPPLYUSBUNIVERSAL SERIAL BUSUTPUNSHIELDED TWISTED PAIRUVUNIT VENTILATORVVOLTSVAVOLT AMPERESVFDVARIABLE FREQUENCY DRIVEWWATT; WIREW/WITHW/OWITHOUTWAWORKSTATION AREAWANWIDE AREA NETWORKWGWIRE GUARDWHWATT HOUR METERWPWEATHERPROOFXMFRTRANSFORMERYWYEZIMPEDANCEELECTRICAL ABBREVIATIONS AND GENERAL NOTESCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSPERMIT DOCUMENTS NEW ELEMENTARY NO. 16 RENTON, WA 98059CHELAN AVE NENEW ELEMENTARY NO. 16LUA:21-000167PR:20-000097C:21-004289 TED-40-4192TRO-41-4192 147R-41927879T-419202 1. NOT USED.2. SEE SHEET E1.00 FOR POLE LOCATIONS WITH DOUBLE, TRIPLE, OR QUADRUPLE HEADS.3. SEE CITY OF RENTON STREET LIGHTING DETAILS ON SHEETS CE2.01, CE2.02, AND CE2.03 FOR ADDITIONAL INFORMATION.4. POLE HEIGHT SHALL BE 3'-0" FROM TOP OF HIGHEST LUMINAIRE MOUNTING BRACKET.5. PROGRAM OCCUPANCY SENSOR TIME DELAY SETTING DURATION OF 15 MINUTES. IF COMBINATION PHOTOCELL ISPROVIDED, FACTORY DISABLE PHOTOCELL INPUT.LIGHT FIXTURE SCHEDULE NOTESLIGHT FIXTURE SCHEDULE CPRTYPEDESCRIPTIONMANUFACTURERMODEL SERIESLIGHTSOURCECOLORTEMPDELIVEREDLUMENSINPUTWATTSFINISHREMAR.SCOLISTED FIXTUREE17" PROFILE X 13"X 26" 24' TALL ARM-MOUNTED SITE FIXTURE, DIECAST ALUMINUM HOUSING, IP66 RATED, ANSI C136.31VIBRATION RATED, 40 DEGREE AMBIENT TEMP RATED, 50-100% OCCUPANCY SENSOR INTEGRAL TO HEAD WITH SAMEFINISH AS FIXTURE - TYPE II MEDIUM DISTRIBUTION 1050mA DRIVE CURRENT 20 LED COUNT. PROVIDE 5" DIAMETERSTRAIGHT ROUND STEEL POLE SEVEN-GUAGE POLE THICKNESS MINIMUM AND 9.0 EPA RATING WITH METAL BOLTCOVER SHROUD. PROVIDE TAMPERPROOF FASTENERSLITHONIA LIGHTINGDSX0 LED SERIES3,5008,200712,5MCGRAW-EDISON - GALLEON IE27" PROFILE X 13"X 26" 24' TALL ARM-MOUNTED SITE FIXTURE, DIECAST ALUMINUM HOUSING, IP66 RATED, ANSI C136.31VIBRATION RATED, 40 DEGREE AMBIENT TEMP RATED, 50-100% OCCUPANCY SENSOR INTEGRAL TO HEAD WITH SAMEFINISH AS FIXTURE - TYPE II MEDIUM DISTRIBUTION 700 mA DRIVE CURRENT 40 LED COUNT. PROVIDE 5" DIAMETERSTRAIGHT ROUND STEEL POLE SEVEN-GUAGE POLE THICKNESS MINIMUM AND 9.0 EPA RATING WITH METAL BOLTCOVER SHROUD. PROVIDE TAMPERPROOF FASTENERSLITHONIA LIGHTINGDSX0 LED SERIES3,50010,876892,5MCGRAW-EDISON - GALLEON IE37" PROFILE X 13"X 26" 24' TALL ARM-MOUNTED SITE FIXTURE, DIECAST ALUMINUM HOUSING, IP66 RATED, ANSI C136.31VIBRATION RATED, 40 DEGREE AMBIENT TEMP RATED, 50-100% OCCUPANCY SENSOR INTEGRAL TO HEAD WITH SAMEFINISH AS FIXTURE - TYPE III MEDIUM DISTRIBUTION WITH EXTERNAL HOUSE SIDE SHIELDS AND EXTERNAL GLARESHIELDS 700 mA DRIVE CURRENT 40 LED COUNT. PROVIDE 5" DIAMETER STRAIGHT ROUND STEEL POLESEVEN-GUAGE POLE THICKNESS MINIMUM AND 9.0 EPA RATING WITH METAL BOLT COVER SHROUD. PROVIDETAMPERPROOF FASTENERSLITHONIA LIGHTINGDSX0 LED SERIES3,50010,849892,5MCGRAW-EDISON - GALLEON IE47" PROFILE X 13"X 26" 24' TALL ARM-MOUNTED SITE FIXTURE, DIECAST ALUMINUM HOUSING, IP66 RATED, ANSI C136.31VIBRATION RATED, 40 DEGREE AMBIENT TEMP RATED, 50-100% OCCUPANCY SENSOR INTEGRAL TO HEAD WITH SAMEFINISH AS FIXTURE - TYPE IV MEDIUM DISTRIBUTION 700 mA DRIVE CURRENT 40 LED COUNT. PROVIDE 5" DIAMETERSTRAIGHT ROUND STEEL POLE SEVEN-GUAGE POLE THICKNESS MINIMUM AND 9.0 EPA RATING WITH METAL BOLTCOVER SHROUD. PROVIDE TAMPERPROOF FASTENERSLITHONIA LIGHTINGDSX0 LED SERIES3,50010,613892,5MCGRAW-EDISON - GALLEON IE524"X4"X24" 13' TALL POLE TOP SITE FIXTURE, DIECAST ALUMINUM HOUSING, IP 66 RATED. PROVIDE 4" DIAMETERSTRAIGHT ROUND STEEL POLE, SEVEN-GAUGE POLE THICKNESS MINIMUM WITH METAL BOLT COVER SHROUD.PROVIDE TAMPERPROOF FASTENERLITHONIA LIGHTINGRADEAN ARM MOUNT3,5006,78165VISIONAIRE LIGHTING -LUSSO MEDIUME67" PROFILE X 15"X 22" 24' TALL ARM-MOUNTED SITE FIXTURE, DIECAST ALUMINUM HOUSING, IP66 RATED, ANSI C136.31VIBRATION RATED, 40 DEGREE AMBIENT TEMP RATED, 50-100% OCCUPANCY SENSOR INTEGRAL TO HEAD WITH SAMEFINISH AS FIXTURE - LCCO DISTRIBUTION OPTIC SHALL BE ORIENTED TO AVOID LIGHT SPILL OFF AT WEST PORTIONOF SITE, 1050 mA DRIVE CURRENT 20 LED COUNT. PROVIDE 5" DIAMETER STRAIGHT ROUND STEEL POLESEVEN-GUAGE POLE THICKNESS MINIMUM AND 9.0 EPA RATING WITH METAL BOLT COVER SHROUD. PROVIDETAMPERPROOF FASTENERSLITHONIA LIGHTINGDSX0 LED SERIES3,5004,78471MCGRAW-EDISON - GALLEON IE1112"X12"X6" CYLINDER LED FLOOD LIGHT FIXTURE, 30 DEGREE BEAM ANGLE WITH 360 DEGREE GLARE SHIELD AND 5"DIAMETER POLE-MOUNT ARM MOUNTED TO E5 LUMINAIRE LIGHT POLE AT +12' AFGLUMINISSC655 SERIES SCOPO LED4,0004,10248BRONZEHK USA LIGHTING GROUP - ZXL30iSL1TYPE III LED DOME STYLE STREET LIGHT FIXTURE, MAXIMUM 750mA DRIVE CURRENT, PROVIDE 10" BASE ALUMINUMHEAT TREATED POLE AND FOUNDATION WITH REINFORCED ALUMINUM HANDHOLE, GROUND CONNECTOR WITHALUMINUM DOOR AND GASKET, DECORATIVE POLEBASE, UTILITY DECAL NUMBERING, ALUMINUM LUMINAIRE ARM 10',AND ROUND POLE CAP PER CITY OF RENTON MUNCIPAL CODE AND ENGINEERING STANDARDS. FIXTUREMOUNTING HEIGHT IS 35'-0" ABOVE ROADWAY FINISHED GRADECYCLONE LIGHTINGDOMIA PENDANT CY55P1A LED SERIES4,00014,700120RAL 9005TX,JET BLACK2,3,4KING LUMINAIRE K831 LED SERIESSL2TYPE II LED DOME STYLE STREET LIGHT FIXTURE, MAXIMUM 750mA DRIVE CURRENT, PROVIDE 10" BASE ALUMINUMHEAT TREATED POLE AND FOUNDATION WITH REINFORCED ALUMINUM HANDHOLE, GROUND CONNECTOR WITHALUMINUM DOOR AND GASKET, DECORATIVE POLEBASE, UTILITY DECAL NUMBERING, ALUMINUM LUMINAIRE ARM 4',AND ROUND POLE CAP PER CITY OF RENTON MUNCIPAL CODE AND ENGINEERING STANDARDS. FIXTUREMOUNTING HEIGHT IS 16'-6" ABOVE ROADWAY FINISHED GRADECYCLONE LIGHTINGDOMIA PENDANT CY55P1A LED SERIES4,0004,50040RAL 9005TX,JET BLACK2,3,4KING LUMINAIRE K731 LED SERIESASDFASDF LEDLEDLEDLEDLEDLEDLEDLEDLEDBRONZEBRONZEBRONZEBRONZEBRONZEBRONZESL3TYPE II LED DOME STYLE STREET LIGHT FIXTURE, MAXIMUM 750mA DRIVE CURRENT, PROVIDE 10" BASE ALUMINUMHEAT TREATED POLE AND FOUNDATION WITH REINFORCED ALUMINUM HANDHOLE, GROUND CONNECTOR WITHALUMINUM DOOR AND GASKET, DECORATIVE POLEBASE, UTILITY DECAL NUMBERING, ALUMINUM LUMINAIRE ARM 4',AND ROUND POLE CAP PER CITY OF RENTON MUNCIPAL CODE AND ENGINEERING STANDARDS. FIXTUREMOUNTING HEIGHT IS 16'-6" ABOVE ROADWAY FINISHED GRADECYCLONE LIGHTINGDOMIA PENDANT CY55P1A LED SERIES4,0004,50040RAL 9005TX,JET BLACK2,3,4KING LUMINAIRE K731 LED SERIESLEDLIGHT FIXTURE SCHEDULECITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSPERMIT DOCUMENTS NEW ELEMENTARY NO. 16 RENTON, WA 98059CHELAN AVE NENEW ELEMENTARY NO. 16LUA:21-000167PR:20-000097C:21-004289 TED-40-4192TRO-41-4192 147R-41927980T-419203 PARCEL B OF LOT 13DUVALL AVE. NECHELAN AVE. NECHELAN PL. NENE 10TH ST(E) UTILITY POLE W/ (E)POLE-MOUNT XFMR(E) UTILITY POLE W/(E) POLE-MOUNTXFMR TO REMAIN(E) UTILITY POLE W/(E) POLE-MOUNTXFMR(E) UTILITY POLE W/(E) POLE-MOUNTXFMR TO REMAIN(E) UTILITYSINGLE-PHASEOVERHEADPOWER(E) UTILITYSINGLE-PHASEOVERHEADPOWER(E) OVERHEADSERVICE LATERAL -POWER & TV(E) UTILITY POLE13(E) OVERHEADSERVICE LATERAL -POWER(E)WEATHERHEAD(E) STREETLUMINAIRE (TYP OF 2)(E) STREETLUMINIARE MOUNTEDTO UTILITY POLE(E) STREET LIGHTINGPEDESTAL(E) 37.5 KVA PAD-MOUNTEDUTILITY TRANSFORMER(E) TV PEDESTAL(E) TELEPHONE PEDESTAL(E) STREETLUMINAIRE (TYP OF 2)(E) UTILITYTHREE-PHASEOVERHEADDISTRIBUTION(E) UTILITYTHREE-PHASEOVERHEADDISTRIBUTION(E) UTILITYTHREE-PHASEOVERHEADDISTRIBUTION(E) UTILITY POLE(E) STREET LIGHTINGHANDHOLE (TYP)(E) SIGNALIZATIONPEDESTAL(E) STREET LIGHTINGPEDESTAL(E) UTILITY POWERCONDUIT RISERS(TYP OF 2)(E) UTILITY POWERMETER(E) TELEPHONEPEDESTAL(E) SPARE CONDUIT RISER2(E) CATV AND PHONESERVICE AERIAL CABLINGTO REMAIN25(E) OVERHEADSERVICE - CATV(E) CATV CONDUITRISER444433(E) ABANDONED POWER &TELEPHONE SERVICES TOBE DEMOLISHED(E) ABANDONED POWER &TELEPHONE SERVICES TOBE DEMOLISHEDSHEET NOTES:1.COORDINATE ELECTRICAL DEMOLITION OF UTILITY SERVICE WITH PUGET SOUND ENERGY PRIORTO COMMENCING WORK. CONTACT TIN NGUYEN AT 253-244-4303, TIN.NGUYEN@PSE.COM FORADDITIONAL REQUIREMENTS.2.REMOVE EXPOSED CONDUIT AND BOXES. ABANDON BELOW GRADE AND INACCESSIBLERACEWAY IN PLACE AND RECORD LOCATIONS ON RECORD DRAWINGS.3.COORDINATE PHONE CABLE DEMOLITION WITH CENTURYLINK PRIOR TO COMMENCING WORK.CONTACT JASON TESDAL AT 206.345.3488 FOR COORDINATION.FLAG NOTES:DEMOLISH EXISTING ABANDONED TELEPHONE AERIALDISTRIBUTION.DEMOLISH EXISTING SINGLE-PHASE OVERHEAD UTILITYDISTRIBUTION. SINGLE-PHASE DISTRIBUTION SHALL BE INSTALLEDUNDERGROUND FROM EXISTING POLE LOCATION TO EXISTINGRESIDENCE.EXISTING UTILITY INFRASTRUCTURE SHALL BE DEMOLISHED BYTHE UTILITY. COORDINATE WITH UTILITY PRIOR TO COMMENCINGWORK.DEMOLISH EXISTING UTILITY POLE AND CONDUIT RISERS,EXISTING POLE-TOP TRANSFORMER SHALL BE REINSTALLED.COORDINATE WITH SERVICE PROVIDERS PRIOR TO COMMENCINGWORK.DEMOLISH EXISTING CATV AERIAL DISTRIBUTION. CATV CABLESHALL BE INSTALLED UNDERGROUND FROM EXISTING POLELOCATION TO NEW UTILITY POLE WITH 2"C RISER FOR CATVAERIAL SERVICE TO RESIDENCE.12345ELECTRICAL DEMOLITION SITE PLANCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSPERMIT DOCUMENTS NEW ELEMENTARY NO. 16 RENTON, WA 98059CHELAN AVE NENEW ELEMENTARY NO. 16MATCHLINE CE1.00BMATCHLINE CE1.00B MATCHLINE CE1.00AMATCHLINE CE1.00A LUA:21-000167PR:20-000097C:21-004289 TED-40-4192TRO-41-4192 147R-41928081T-419204 PARCEL B OF LOT 3PARCEL B-1 OF LOT 73333333(E) ABANDONED POWER &TELEPHONE SERVICES TO(E) ABANDONED POWER &TELEPHONE SERVICES TOBE DEMOLISHED(E) ABANDONED POWER &TELEPHONE SERVICES TOBE DEMOLISHEDSHEET NOTES:1.COORDINATE ELECTRICAL DEMOLITION OF UTILITY SERVICE WITH PUGET SOUND ENERGY PRIORTO COMMENCING WORK. CONTACT TIN NGUYEN AT 253-244-4303, TIN.NGUYEN@PSE.COM FORADDITIONAL REQUIREMENTS.2.REMOVE EXPOSED CONDUIT AND BOXES. ABANDON BELOW GRADE AND INACCESSIBLERACEWAY IN PLACE AND RECORD LOCATIONS ON RECORD DRAWINGS.3.COORDINATE PHONE CABLE DEMOLITION WITH CENTURYLINK PRIOR TO COMMENCING WORK.CONTACT JASON TESDAL AT 206.345.3488 FOR COORDINATION.FLAG NOTES:DEMOLISH EXISTING ABANDONED TELEPHONE AERIALDISTRIBUTION.DEMOLISH EXISTING SINGLE-PHASE OVERHEAD UTILITYDISTRIBUTION. SINGLE-PHASE DISTRIBUTION SHALL BE INSTALLEDUNDERGROUND FROM EXISTING POLE LOCATION TO EXISTINGRESIDENCE.EXISTING UTILITY INFRASTRUCTURE SHALL BE DEMOLISHED BYTHE UTILITY. COORDINATE WITH UTILITY PRIOR TO COMMENCINGWORK.DEMOLISH EXISTING UTILITY POLE AND CONDUIT RISERS,EXISTING POLE-TOP TRANSFORMER SHALL BE REINSTALLED.COORDINATE WITH SERVICE PROVIDERS PRIOR TO COMMENCINGWORK.DEMOLISH EXISTING CATV AERIAL DISTRIBUTION. CATV CABLESHALL BE INSTALLED UNDERGROUND FROM EXISTING POLELOCATION TO NEW UTILITY POLE WITH 2"C RISER FOR CATVAERIAL SERVICE TO RESIDENCE.12345ELECTRICAL DEMOLITION SITE PLANCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSPERMIT DOCUMENTS NEW ELEMENTARY NO. 16 RENTON, WA 98059CHELAN AVE NENEW ELEMENTARY NO. 16MATCHLINE CE1.00BMATCHLINE CE1.00B MATCHLINE CE1.00AMATCHLINE CE1.00A LUA:21-000167PR:20-000097C:21-004289 TED-40-4192TRO-41-4192 147R-41928182T-419205 CHELAN AVE. NECHELAN PL. NENE 10TH ST LLLLLLLLLTRTRBUS & FIRE ACCESSFIRE LANEDROP-OFF WETLANDSERVICE YARDCOVEREDPLAYMAINENTRYEXITONLYBUS & FIRE ACCESSFIRE LANEDROP-OFF WETLANDSERVICECOVEREDPLAYMAINENTRYDUVALL AVE. NECHELAN AVE. NEEXITONLYCHELAN PL. NENE 10TH ST.4444444444444444LLLLGENERATORUTILITYTRANSFORMER& VAULT4"C - UTILITY PRIMARYFURNISHED BY UTILITYINSTALLED BY CONTRACTORUTILITY JUNCTION VAULTFURNISHED BY UTILITYINSTALLED BY CONTRACTOR (1) 4"C - FURNISHED BYUTILITY INSTALLED BYCONTRACTORNEW THREE-PHASEOVERHEAD UTILITYDISTRIBUTION BY PSEE3E1E1E1E3E3E6E2E2E5E5FGFGFGV4(2) 1"C - FUTURE EVCHARGING STATIONS(1) 2"C - READERBOARDV3READERBOARDFAAPFAAP FACPGENERATORMANUALTRANSFERSWITCHNEW RENTONELEMENTARYSCHOOL 1(E) SERVICE1(E) SERVICE1222124"C - UTILITY PRIMARYFURNISHED BY UTILITYINSTALLED BY CONTRACTOR(E) SERVICE12(E) SERVICE12FUTURE EVCHARGINGSTATIONSE5FGV3(1) 1"C - LIGHTING(1) 1"C - POWER(N) 2" CONDUIT RISERFURNISHED ANDINSTALLED BY UTILITY4(N) UTILITY POLE WITH (E) POLE-TOPTRANSFORMER AND (N) CONDUIT RISERSFURNISHED AND INSTALLED BY UTILITYNEW THREE-PHASEOVERHEAD UTILITYDISTRIBUTION BY PSE12(1) 2"C - POWERE4E4E3E3E5FGE5E5FG(2) 1"C - LIGHTINGV3FGE5E5E5FGFGIRRIGATIONBOOSTER PUMPSEE CONTINUATIONTO IRRIGATIONCONTROLLER ONSHEET E3.12E5E5FGFGE4E6E5FGE4E4E11FAAP LB1-9LB1-9LB1-9LB1-9LB1-9LB1-9LB1-7LB1-7LB1-7LB1-8LB1-8LB1-8LB1-8LB1-8LB1-8LB1-8LB1-8LB1-8LB1-11LA1-12LA1-12LA1-12LA1-10LA1-10LA1-10LA1-10LA1-10LA1-10LA1-10LA1-10P3A-43MA1-30,32,34CHELAN AVE NE5FAAPJ PIV1"C TOFACP(1) 2"C - POWER(E) UTILITY POLE W/ (E)POLE-MOUNT XFMR(E) UTILITY POLE W/(E) POLE-MOUNTXFMR TO REMAIN(E) UTILITY POLE W/(E) POLE-MOUNTXFMR TO REMAIN(E) OVERHEADSERVICE LATERAL -POWER & TV(E) UTILITY POLE(E) OVERHEADSERVICE LATERAL -POWER(E)WEATHERHEAD(E) STREETLUMINAIRE (TYP OF 2)(E) STREETLUMINIARE MOUNTEDTO UTILITY POLE(E) STREET LIGHTINGPEDESTAL(E) 37.5 KVA PAD-MOUNTEDUTILITY TRANSFORMER(E) TV PEDESTAL(E) TELEPHONE PEDESTAL(E) STREETLUMINAIRE (TYP OF 2)(E) UTILITYTHREE-PHASEOVERHEADDISTRIBUTION(E) UTILITYTHREE-PHASEOVERHEADDISTRIBUTION(E) UTILITYTHREE-PHASEOVERHEADDISTRIBUTION(E) UTILITY POLE(E) STREET LIGHTINGHANDHOLE (TYP)(E) SIGNALIZATIONPEDESTAL(E) STREET LIGHTINGPEDESTAL(E) UTILITY POWERMETER(E) TELEPHONEPEDESTAL(E) CATV AND PHONESERVICE AERIAL CABLINGTO REMAIN(E) OVERHEADSERVICE - CATVVAULT SCHEDULEVAULT TYPEMANUFACTURERVAULT MODELCOVER MODELCOVER RATINGCOVER LABELVAULT DIMENSIONSNOTES(L X W X D)V1V2OLDCASTLE444-BL44-332PMEDIUM DUTY: H-20 OFF STREET4'-0" X 4'-0" X 4'-0"V3OLDCASTLEB1324 BOXN1324-51JHHEAVY DUTY: H-20 ROADWAYELECTRIC29-1/2" X 18-3/4" X 12"V4OLDCASTLE233-BL23-2436PMEDIUM DUTY: H-20 OFF STREETELECTRIC3'-8" X 2'-8" X 3'-6"V5OLDCASTLETYPE-1-MEDIUM DUTY: H-20 OFF STREETLT22"X17"X12"1NOTES1.COORDINATE WITH CITY OF RENTON REQUIREMENTS STANDARDS 119,120.2.3.SHEET NOTES:1.REFER TO CIVIL, LANDSCAPE AND SURVEY DRAWINGS FOR ADDITIONAL INFORMATION.2.COORDINATE PLACEMENT OF SITE LIGHTING, VAULTS AND RACEWAY WITH DIVISION 31, CIVIL AND DIVISION 32,LANDSCAPE CONTRACTORS. COORDINATE WITH TREE PROTECTION PLANS AND AVOID CRITICAL ROOT ZONES OFEXISTING TREES. CONFLICTS SHALL BE COMMUNICATED TO THE ARCHITECT FOR RESOLUTION PRIOR TOCOMMENCEMENT OF SITE WORK.3.COORDINATE ELECTRICAL UTILITY SERVICE AND OFF-SITE UTILITY ELECTRICAL WORK WITH PUGET SOUND ENERGYPRIOR TO COMMENCING WORK. INSTALLATION SHALL COMPLY WITH POWER COMPANY'S ELECTRICAL INSTALLATIONREQUIREMENTS. CONTACT TIN NGUYEN WITH PUGET SOUND ENERGY AT 253-244-4303, TIN.NGUYEN@PSE.COM FORADDITIONAL REQUIREMENTS.4.MINIMUM CONDUIT SIZE SHALL BE 1 INCH. MINIMUM CONDUCTOR SIZE SHALL BE #10 AWG FOR BRANCH CIRCUIT WORKSHOWN ON THIS SHEET.5.PROVIDE #8 AWG CONDUCTORS FOR LIGHTING BRANCH CIRCUIT WORK SHOWN ON THIS SHEET.6.PROVIDE A WATER-TIGHT SEAL FOR EACH UNDERGROUND RACEWAY ENTERING THE ELECTRICAL ROOM AFTERCONDUCTORS HAVE BEEN INSTALLED. REFER TO RACEWAY SPECIFICATION SECTION 260533 FOR ADDITIONALINFORMATION.7.REFER TO ONE-LINE DIAGRAM ON SHEET E9.01 FOR ADDITIONAL INFORMATION.8.ROUTE SITE LIGHTING CIRCUITS TO PANELS INDICATED VIA ASSOCIATED LIGHTING CONTROL PANELS. REFER TO E2SERIES DRAWINGS FOR SITE LIGHTING CONTROL REQUIREMENTS. PROVIDE WIRING AND CONTROL DEVICES REQUIREDFOR COMPLETE SYSTEM.9.INSTALL UNDERGROUND CONDUIT PER TRENCHING DETAIL. REFER TO DETAIL 3, SHEET E7.03.10.PROVIDE CONCRETE BASE FOR SITE LIGHTING POLES. REFER TO DETAILS 1 AND 2, SHEET E7.03 FOR ADDITIONALINFORMATION.11.REFER TO VAULT SCHEDULE ON THIS SHEET FOR VAULT AND HANDHOLE TYPES. REFER TO SPECIFICATIONSECTION 260543 FOR ADDITIONAL INFORMATION.12.PRIMARY CABLING IS PROVIDED BY UTILITY.FLAG NOTES:COORDINATE RECONNECTION OF EXISTING SERVICES TO REMAIN FROM DEMOLISHED UTILITY POLETO BE FED FROM NEW RELOCATED POLE-TOP TRANSFORMER/UTILITY PRIMARY.NEW CONDUCTORS PROVIDED BY UTILITY TO RECONNECT EXISTING SERVICES TO REMAIN.MATERIAL SHALL BE FURNISHED AND INSTALLED BY UTILITY FROM EXISTING UTILITY POLE TOSERVICE POINT. PROVIDE EXCAVATION, TRENCHING, AND BACKFILL REQUIRED BY UTILITY. SEEONE-LINE DIAGRAM FOR ADDITIONAL INFORMATION.UTILITY SHALL PROVIDE REFEED OF PRIMARY SIDE OF EXISTING POLE-TOP TRANSFORMER.COORDINATE FINAL LOCATION WITH LANDSCAPE.12345ELECTRICAL SITE PLANCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSPERMIT DOCUMENTS NEW ELEMENTARY NO. 16 RENTON, WA 98059CHELAN AVE NENEW ELEMENTARY NO. 16MATCHLINE CE1.00BMATCHLINE CE1.00B MATCHLINE CE1.00AMATCHLINE CE1.00A LUA:21-000167PR:20-000097C:21-004289 TED-40-4192TRO-41-4192 147R-41928283T-419206 ADCBTR44444444430.82429.34428.48430.86429.50427.98427.25MULTI-USE FIELDBUS & FIRE ACCESSFIRE LANE HARD SURFACEPLAYSOFTSURFACEPLAYOUTDOORCLASSROOMWETLANDSERVICE YARDCOVEREDPLAYFUTURE PORTABLESMULTI-USEFIELDBUS & FIRE ACCESSHARD SURFACEPLAYSOFTSURFACEPLAYWETLANDSERVICECOVEREDPLAYNE 12TH ST.FUTURE PORTABLESxxxxxxxxxxxxx4444444444444444444444444444444GENERATORBACKUPFUEL TANKUTILITYTRANSFORMER& VAULTE7.021E2 E5E5FGFG(2) 2-1/2"C - POWER(1) 2"C - FIRE ALARMV4FUTUREPORTABLESE2(1) 1"C - POWER(1) 1"C - LIGHTINGV3(1) 1"C - LIGHTINGE2E4GFWPGFWPLA1-12LA1-12LA1-12LA1-12LA1-12LA1-12MA1-30,32,34P1A-26P1A-26677(3) 10AFVAULT SCHEDULEVAULT TYPEMANUFACTURERVAULT MODELCOVER MODELCOVER RATINGCOVER LABELVAULT DIMENSIONSNOTES(L X W X D)V1V2OLDCASTLE444-BL44-332PMEDIUM DUTY: H-20 OFF STREET4'-0" X 4'-0" X 4'-0"V3OLDCASTLEB1324 BOXN1324-51JHHEAVY DUTY: H-20 ROADWAYELECTRIC29-1/2" X 18-3/4" X 12"V4OLDCASTLE233-BL23-2436PMEDIUM DUTY: H-20 OFF STREETELECTRIC3'-8" X 2'-8" X 3'-6"V5OLDCASTLETYPE-1-MEDIUM DUTY: H-20 OFF STREETLT22"X17"X12"1NOTES1.COORDINATE WITH CITY OF RENTON REQUIREMENTS STANDARDS 119,120.2.3.SHEET NOTES:1.REFER TO CIVIL, LANDSCAPE AND SURVEY DRAWINGS FOR ADDITIONAL INFORMATION.2.COORDINATE PLACEMENT OF SITE LIGHTING, VAULTS AND RACEWAY WITH DIVISION 31, CIVIL AND DIVISION 32,LANDSCAPE CONTRACTORS. COORDINATE WITH TREE PROTECTION PLANS AND AVOID CRITICAL ROOT ZONES OFEXISTING TREES. CONFLICTS SHALL BE COMMUNICATED TO THE ARCHITECT FOR RESOLUTION PRIOR TOCOMMENCEMENT OF SITE WORK.3.COORDINATE ELECTRICAL UTILITY SERVICE AND OFF-SITE UTILITY ELECTRICAL WORK WITH PUGET SOUND ENERGYPRIOR TO COMMENCING WORK. INSTALLATION SHALL COMPLY WITH POWER COMPANY'S ELECTRICAL INSTALLATIONREQUIREMENTS. CONTACT TIN NGUYEN WITH PUGET SOUND ENERGY AT 253-244-4303, TIN.NGUYEN@PSE.COM FORADDITIONAL REQUIREMENTS.4.MINIMUM CONDUIT SIZE SHALL BE 1 INCH. MINIMUM CONDUCTOR SIZE SHALL BE #10 AWG FOR BRANCH CIRCUIT WORKSHOWN ON THIS SHEET.5.PROVIDE #8 AWG CONDUCTORS FOR LIGHTING BRANCH CIRCUIT WORK SHOWN ON THIS SHEET.6.PROVIDE A WATER-TIGHT SEAL FOR EACH UNDERGROUND RACEWAY ENTERING THE ELECTRICAL ROOM AFTERCONDUCTORS HAVE BEEN INSTALLED. REFER TO RACEWAY SPECIFICATION SECTION 260533 FOR ADDITIONALINFORMATION.7.REFER TO ONE-LINE DIAGRAM ON SHEET E9.01 FOR ADDITIONAL INFORMATION.8.ROUTE SITE LIGHTING CIRCUITS TO PANELS INDICATED VIA ASSOCIATED LIGHTING CONTROL PANELS. REFER TO E2SERIES DRAWINGS FOR SITE LIGHTING CONTROL REQUIREMENTS. PROVIDE WIRING AND CONTROL DEVICES REQUIREDFOR COMPLETE SYSTEM.9.INSTALL UNDERGROUND CONDUIT PER TRENCHING DETAIL. REFER TO DETAIL 3, SHEET E7.03.10.PROVIDE CONCRETE BASE FOR SITE LIGHTING POLES. REFER TO DETAILS 1 AND 2, SHEET E7.03 FOR ADDITIONALINFORMATION.11.REFER TO VAULT SCHEDULE ON THIS SHEET FOR VAULT AND HANDHOLE TYPES. REFER TO SPECIFICATIONSECTION 260543 FOR ADDITIONAL INFORMATION.12.PRIMARY CABLING IS PROVIDED BY UTILITY.FLAG NOTES:COORDINATE RECONNECTION OF EXISTING SERVICES TO REMAIN FROM DEMOLISHED UTILITY POLETO BE FED FROM NEW RELOCATED POLE-TOP TRANSFORMER/UTILITY PRIMARY.NEW CONDUCTORS PROVIDED BY UTILITY TO RECONNECT EXISTING SERVICES TO REMAIN.MATERIAL SHALL BE FURNISHED AND INSTALLED BY UTILITY FROM EXISTING UTILITY POLE TOSERVICE POINT. PROVIDE EXCAVATION, TRENCHING, AND BACKFILL REQUIRED BY UTILITY. SEEONE-LINE DIAGRAM FOR ADDITIONAL INFORMATION.UTILITY SHALL PROVIDE REFEED OF PRIMARY SIDE OF EXISTING POLE-TOP TRANSFORMER.COORDINATE FINAL LOCATION WITH LANDSCAPE.12345ELECTRICAL SITE PLANCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSPERMIT DOCUMENTS NEW ELEMENTARY NO. 16 RENTON, WA 98059CHELAN AVE NENEW ELEMENTARY NO. 16MATCHLINE CE1.00BMATCHLINE CE1.00B MATCHLINE CE1.00AMATCHLINE CE1.00A LUA:21-000167PR:20-000097C:21-004289 TED-40-4192TRO-41-4192 147R-41928384T-419207 1.8 1.61.9 1.71.9 1.71.9 1.71.9 1.6 1.4PROPERTY LINEPARKING LOTPROPERTY LINE SWCOURTYARDENTRY PLAZABUS LOOPE3E1E1E1E3E3E6E2E2E5E5E5E4E4E3E3E5E5E5E5E5E5E5E5E4E6E5LLLLLLLLLTRTRBUS & FIRE ACCESSFIRE LANEDROP-OFF SERVICE YARDCOVEREDPLAYMAINENTRYEXITONLYBUS & FIRE ACCESSFIRE LANEDROP-OFF SERVICECOVEREDPLAYMAINENTRYDUVALL AVE. NECHELAN AVE. NEEXITONLYCHELAN PL. NENE 10TH ST.4444444444444444LLLLCalculation SummaryLabelCalcTypeUnitsAvgMaxMinAvg/MinMax/MinBus LoopIlluminanceFc1.833.00.82.293.75CourtyardIlluminanceFc3.857.81.03.857.80Entry PlazaIlluminanceFc4.097.41.42.925.29Outdoor LearningIlluminanceFc2.886.20.83.607.75Parking LotIlluminanceFc1.614.00.53.228.00Property LineIlluminanceFc0.080.10.0N.A.N.A.Property Line NorthIlluminanceFc0.010.10.0N.A.N.A.Property Line SWIlluminanceFc0.040.10.0N.A.N.A.SITE PHOTOMETRIC PLANSCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSPERMIT DOCUMENTS NEW ELEMENTARY NO. 16 RENTON, WA 98059CHELAN AVE NENEW ELEMENTARY NO. 16MATCHLINE CE1.00LBMATCHLINE CE1.00LB MATCHLINE CE1.00LAMATCHLINE CE1.00LA LUA:21-000167PR:20-000097C:21-004289 TED-40-4192TRO-41-4192 147R-41928485T-419208 BUS LOOPPROPERTY LINENORTHOUTDOOR LEARNINGE2E5E5E2E2E4ADCBTR44444444430.82429.34428.48430.86429.50427.98427.25MULTI-USE FIELDBUS & FIRE ACCESSFIRE LANE HARD SURFACEPLAYSOFTSURFACEPLAYOUTDOORCLASSROOMSERVICE YARDCOVEREDPLAYFUTURE PORTABLESMULTI-USEFIELDBUS & FIRE ACCESSHARD SURFACEPLAYSOFTSURFACEPLAYSERVICECOVEREDPLAYFUTURE PORTABLESxxxxxxxxxxxxx4444444444444444444444444444444Calculation SummaryLabelCalcTypeUnitsAvgMaxMinAvg/MinMax/MinBus LoopIlluminanceFc1.833.00.82.293.75CourtyardIlluminanceFc3.857.81.03.857.80Entry PlazaIlluminanceFc4.097.41.42.925.29Outdoor LearningIlluminanceFc2.886.20.83.607.75Parking LotIlluminanceFc1.614.00.53.228.00Property LineIlluminanceFc0.080.10.0N.A.N.A.Property Line NorthIlluminanceFc0.010.10.0N.A.N.A.Property Line SWIlluminanceFc0.040.10.0N.A.N.A.SITE PHOTOMETRIC PLANSCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSPERMIT DOCUMENTS NEW ELEMENTARY NO. 16 RENTON, WA 98059CHELAN AVE NENEW ELEMENTARY NO. 16MATCHLINE CE1.00LBMATCHLINE CE1.00LB MATCHLINE CE1.00LAMATCHLINE CE1.00LA LUA:21-000167PR:20-000097C:21-004289 TED-40-4192TRO-41-4192 147R-41928586T-419209 LLLLLLLLLTRTRBUS & FIRE ACCESSFIRE LANEDROP-OFF WETLANDSERVICE YARDCOVEREDPLAYMAINENTRYEXITONLYBUS & FIRE ACCESSFIRE LANEDROP-OFF WETLANDSERVICECOVEREDPLAYMAINENTRYDUVALL AVE. NECHELAN AVE. NEEXITONLYCHELAN PL. NE444444444444444 4LLLLE8.011 READERBOARDNEW RENTONELEMENTARYSCHOOL #16(E) UTILITY POLEE8.012(MDF)(E) CATV AND PHONESERVICE AERIAL CABLING(E) TELEPHONEPEDESTAL(E) UTILITY POLE(E)WEATHERHEADT4T4T4T4T1T22176677 5(E) UTILITY POLE W/WITH CATV RISER(E) OVERHEADSERVICE - CATV(E) OVERHEADSERVICE - CATV2" SCHEDULE 40 PVCCONDUIT TO (E) POLE WITH10'-0" RISER ON STANDOFFE3E1E1E1E3E3E6E2E2E5E5E5E4E4E3E3E5E5E5E5E5E5E5E5E4E6E5HH 3CC56 C C58 CC62 CC59 CC60 C C61 74677T3 7 T4 7T4755677CHELAN AVE NESHEET NOTES:1.REFER TO CIVIL, LANDSCAPE AND SURVEY DRAWINGS FOR ADDITIONAL INFORMATION.2.COORDINATE PLACEMENT OF SITE LIGHTING, VAULTS AND RACEWAY WITH DIVISION 31, CIVIL AND DIVISION 32,LANDSCAPE CONTRACTORS. COORDINATE WITH TREE PROTECTION PLANS AND AVOID CRITICAL ROOT ZONES OFEXISTING TREES. CONFLICTS SHALL BE COMMUNICATED TO THE ARCHITECT FOR RESOLUTION PRIOR TOCOMMENCEMENT OF SITE WORK.2.REFER TO LANDSCAPE SHEETS TP1.00 AND TP1.01 FOR TREE PROTECTION & REMOVAL PLANS. ELECTRICALEQUIPMENT, RACEWAY AND VAULTS ARE TO BE LOCATED AND/OR ROUTED OUTSIDE OF TREE PROTECTION FENCEBOUNDARIES.3.INSTALLATION OF CONDUITS AND VAULTS SHALL INCLUDE BUT NOT LIMITED TO TRENCHING, BACKFILL, TAMPINGOF EARTH, DETECTABLE MARKER TAPE AND WHERE INDICATED CONCRETE ENCASEMENT.4.CONDUITS SHALL BE ENCASED WITH CONCRETE WHERE PASSING UNDER BUILDING FOUNDATIONS AND ATSTREET/ PARKING LOT CROSSINGS. EXTEND ENCASEMENT 60" ON EACH SIDE OF CROSSING.5.WATERTIGHT SEAL SHALL BE PROVIDED FOR EACH CONDUIT INSIDE THE VAULT AND WITHIN THE BUILDING AFTERBACKBONE/ DEMARC CABLING HAS BEEN INSTALLED. SEE SPECIFICATION SECTION 271100 FOR ADDITIONALINFORMATION.6.COORDINATE TELEPHONE AND OWNER WAN SERVICE ENTRANCE CONDUITS WITH SERVICE PROVIDER PRIOR TOCOMMENCING WORK. CONTACT JASON TESDAL W/ CENTURYLINK 206.345.3488 TO COORDINATE PHONE SERVICEENTRANCE.7.COORDINATE CONNECTION OF STORM SEWER TO TELECOMMUNICATIONS SYSTEM VAULTS WITH CIVIL TO AVOIDWATER INFILTRATION INTO INTERIOR TELECOMMUNICATIONS ROOMS.8.INSTALL UNDERGROUND CONDUIT PER TRENCHING DETAIL. REFER TO DETAIL 3, SHEET E7.03.9.REFER TO VAULT SCHEDULE ON THIS SHEET FOR VAULT AND HANDHOLE TYPES.FLAG NOTES:PROVIDE (4) 4" SCHEDULE-40 PVC CONDUITS WITH MULE TAPETO THE MDF AT 36" BELOW GRADE SERVICE ENTRANCECONDUITS ARE AS FOLLOWS:(1)4"C TELEPHONE(1)4"C CATV(1)4"C WAN(1)4"C SPAREPROVIDE 10'-0" GALVANIZED RIGID STEEL SERVICE ENTRANCERISER CONDUITS ON (E) UTILITY POLE WITH STANDOFFBRACKETS AND CAP. SERVICE ENTRANCE CONDUITS ARE ASFOLLOWS:(1)4"C TELEPHONE(1)4"C CATV(1)4"C WAN(1)4"C SPAREPROVIDE THE FOLLOWING SCHEDULE 40 PVC CONDUITS WITHMULE TAPE AT 36" BELOW GRADE:(1)4"C TELECOMMUNICATIONS W/ (3) 1" INNERDUCTS(1)4"C INTERCOM / CLOCK(1)4"C SECURITY(1)4"C SPAREPROVIDE PENCELL PEM-12-12-PC GRADE LEVEL BURIEDHANDHOLE WITH MINIMUM 6" GRAVEL BASE. INSTALL PERMANUFACTURER RECOMMENDATIONS.PROVIDE THE FOLLOWING SCHEDULE 40 PVC CONDUITS WITHMULE TAPE AT 36" BELOW GRADE:(2)2"C TELECOMMUNICATIONSPROVIDE THE FOLLOWING SCHEDULE 40 PVC CONDUITS WITHMULE TAPE AT 36" BELOW GRADE:(1)2"C TELECOMMUNICATIONSPROVIDE (1)1"C TO LIGHT POLE FOR FUTURE IP CAMERA.COORDINATE LIGHT POLE TYPE AND LOCATION WITHELECTRICAL DRAWINGS.1234567VAULT SCHEDULEVAULT TYPEMANUFACTURERVAULT MODELCOVER MODELCOVER RATINGCOVER LABELRISERSVAULT DIMENSIONSNOTES(L X W X D)T1OLDCASTLE444-LA44-332PMEDIUM DUTY: H-20 OFF STREETCENTURYLINK3' X 2' X 3'1T2OLDCASTLE444-LA44-332PMEDIUM DUTY: H-20 OFF STREETCOMCAST3' X 2' X 3'1T3OLDCASTLE444-LA44-332PMEDIUM DUTY: H-20 OFF STREETWAN3' X 2' X 3'1T4OLDCASTLE233-LA23-2436PMEDIUM DUTY: H-20 OFF STREETCOMMUNICATIONS3' X 2' X 3'1NOTES1.PROVIDE CABLE RACKING2.-3.-TELECOM SITE PLANCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSPERMIT DOCUMENTS NEW ELEMENTARY NO. 16 RENTON, WA 98059CHELAN AVE NENEW ELEMENTARY NO. 16MATCHLINE CE1.00BMATCHLINE CE1.00B MATCHLINE CE1.00AMATCHLINE CE1.00A LUA:21-000167PR:20-000097C:21-004289 TED-40-4192TRO-41-4192 147R-41928687T-419210 ADCBTR44444444430.82429.34428.48430.86429.50427.98427.25MULTI-USE FIELDBUS & FIRE ACCESSFIRE LANE HARD SURFACEPLAYSOFTSURFACEPLAYOUTDOORCLASSROOMWETLANDSERVICE YARDCOVEREDPLAYFUTURE PORTABLESMULTI-USEFIELDBUS & FIRE ACCESSHARD SURFACEPLAYSOFTSURFACEPLAYWETLANDSERVICECOVEREDPLAYFUTURE PORTABLESxxxxxxxxxxxxx4444444444444444444444444444444 T4E8.012(IDF1)T4 E2E5E5E2E2E4 T453HH 4 T4C C57 6735SHEET NOTES:1.REFER TO CIVIL, LANDSCAPE AND SURVEY DRAWINGS FOR ADDITIONAL INFORMATION.2.COORDINATE PLACEMENT OF SITE LIGHTING, VAULTS AND RACEWAY WITH DIVISION 31, CIVIL AND DIVISION 32,LANDSCAPE CONTRACTORS. COORDINATE WITH TREE PROTECTION PLANS AND AVOID CRITICAL ROOT ZONES OFEXISTING TREES. CONFLICTS SHALL BE COMMUNICATED TO THE ARCHITECT FOR RESOLUTION PRIOR TOCOMMENCEMENT OF SITE WORK.2.REFER TO LANDSCAPE SHEETS TP1.00 AND TP1.01 FOR TREE PROTECTION & REMOVAL PLANS. ELECTRICALEQUIPMENT, RACEWAY AND VAULTS ARE TO BE LOCATED AND/OR ROUTED OUTSIDE OF TREE PROTECTION FENCEBOUNDARIES.3.INSTALLATION OF CONDUITS AND VAULTS SHALL INCLUDE BUT NOT LIMITED TO TRENCHING, BACKFILL, TAMPINGOF EARTH, DETECTABLE MARKER TAPE AND WHERE INDICATED CONCRETE ENCASEMENT.4.CONDUITS SHALL BE ENCASED WITH CONCRETE WHERE PASSING UNDER BUILDING FOUNDATIONS AND ATSTREET/ PARKING LOT CROSSINGS. EXTEND ENCASEMENT 60" ON EACH SIDE OF CROSSING.5.WATERTIGHT SEAL SHALL BE PROVIDED FOR EACH CONDUIT INSIDE THE VAULT AND WITHIN THE BUILDING AFTERBACKBONE/ DEMARC CABLING HAS BEEN INSTALLED. SEE SPECIFICATION SECTION 271100 FOR ADDITIONALINFORMATION.6.COORDINATE TELEPHONE AND OWNER WAN SERVICE ENTRANCE CONDUITS WITH SERVICE PROVIDER PRIOR TOCOMMENCING WORK. CONTACT JASON TESDAL W/ CENTURYLINK 206.345.3488 TO COORDINATE PHONE SERVICEENTRANCE.7.COORDINATE CONNECTION OF STORM SEWER TO TELECOMMUNICATIONS SYSTEM VAULTS WITH CIVIL TO AVOIDWATER INFILTRATION INTO INTERIOR TELECOMMUNICATIONS ROOMS.8.INSTALL UNDERGROUND CONDUIT PER TRENCHING DETAIL. REFER TO DETAIL 3, SHEET E7.03.9.REFER TO VAULT SCHEDULE ON THIS SHEET FOR VAULT AND HANDHOLE TYPES.FLAG NOTES:PROVIDE (4) 4" SCHEDULE-40 PVC CONDUITS WITH MULE TAPETO THE MDF AT 36" BELOW GRADE SERVICE ENTRANCECONDUITS ARE AS FOLLOWS:(1)4"C TELEPHONE(1)4"C CATV(1)4"C WAN(1)4"C SPAREPROVIDE 10'-0" GALVANIZED RIGID STEEL SERVICE ENTRANCERISER CONDUITS ON (E) UTILITY POLE WITH STANDOFFBRACKETS AND CAP. SERVICE ENTRANCE CONDUITS ARE ASFOLLOWS:(1)4"C TELEPHONE(1)4"C CATV(1)4"C WAN(1)4"C SPAREPROVIDE THE FOLLOWING SCHEDULE 40 PVC CONDUITS WITHMULE TAPE AT 36" BELOW GRADE:(1)4"C TELECOMMUNICATIONS W/ (3) 1" INNERDUCTS(1)4"C INTERCOM / CLOCK(1)4"C SECURITY(1)4"C SPAREPROVIDE PENCELL PEM-12-12-PC GRADE LEVEL BURIEDHANDHOLE WITH MINIMUM 6" GRAVEL BASE. INSTALL PERMANUFACTURER RECOMMENDATIONS.PROVIDE THE FOLLOWING SCHEDULE 40 PVC CONDUITS WITHMULE TAPE AT 36" BELOW GRADE:(2)2"C TELECOMMUNICATIONSPROVIDE THE FOLLOWING SCHEDULE 40 PVC CONDUITS WITHMULE TAPE AT 36" BELOW GRADE:(1)2"C TELECOMMUNICATIONSPROVIDE (1)1"C TO LIGHT POLE FOR FUTURE IP CAMERA.COORDINATE LIGHT POLE TYPE AND LOCATION WITHELECTRICAL DRAWINGS.1234567VAULT SCHEDULEVAULT TYPEMANUFACTURERVAULT MODELCOVER MODELCOVER RATINGCOVER LABELRISERSVAULT DIMENSIONSNOTES(L X W X D)T1OLDCASTLE444-LA44-332PMEDIUM DUTY: H-20 OFF STREETCENTURYLINK3' X 2' X 3'1T2OLDCASTLE444-LA44-332PMEDIUM DUTY: H-20 OFF STREETCOMCAST3' X 2' X 3'1T3OLDCASTLE444-LA44-332PMEDIUM DUTY: H-20 OFF STREETWAN3' X 2' X 3'1T4OLDCASTLE233-LA23-2436PMEDIUM DUTY: H-20 OFF STREETCOMMUNICATIONS3' X 2' X 3'1NOTES1.PROVIDE CABLE RACKING2.-3.-TELECOM SITE PLANCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSPERMIT DOCUMENTS NEW ELEMENTARY NO. 16 RENTON, WA 98059CHELAN AVE NENEW ELEMENTARY NO. 16MATCHLINE CE1.00BMATCHLINE CE1.00B MATCHLINE CE1.00AMATCHLINE CE1.00A LUA:21-000167PR:20-000097C:21-004289 TED-40-4192TRO-41-4192 147R-41928788T-419211 LUA:21-000167PR:20-000097C:21-004289TED-40-4192TRO-41-4192147 R-419288 89 T-419212 need foundation design for luminaire poles -bac FIRST NOTE 6 DOESN'T APPLY TO THIS POLE. CLARIFY IS THIS A PSE VAULT CLARIFY WHERE "V5" IS DEFINED AND IF IT'S A JUNCTION BOX THIS IS AT THE TOP OF A WALL. CONSIDER ALTERNATIVE LOCATION. FIRST NOTE 6 DOESN'T APPLY TO THIS POLE. TWO NUMBER 6'S SL1SL1SL1SL2SL2SL1SL2SL1SL2SL2SL2SL2SL2SL2SL3SL2BUS & FIRE ACCESSBUS & FIRE ACCESSDUVALL AVE. NE444444444444444 42.52.42.22.11.91.81.81.71.61.41.31.21.10.92.52.42.22.01.91.71.71.61.41.31.21.11.00.92.52.42.22.01.81.71.61.51.41.31.21.11.00.82.52.42.22.01.81.71.61.51.41.31.11.00.90.82.52.42.22.01.81.71.71.61.41.31.11.00.90.82.42.32.11.91.81.71.81.61.51.31.11.00.90.82.22.22.11.91.81.71.71.61.41.31.10.90.80.71.92.01.91.81.71.71.61.51.41.21.00.90.80.71.71.81.81.71.61.61.61.51.31.21.00.80.70.71.41.61.61.51.51.51.51.41.21.10.90.80.70.61.31.41.41.41.41.41.41.31.21.00.90.80.70.61.11.21.31.31.31.31.21.21.11.00.90.70.60.61.01.11.21.21.21.21.11.11.00.90.80.70.60.60.81.01.11.11.11.11.01.00.90.90.80.70.60.50.80.91.01.01.01.01.00.90.90.80.70.70.60.50.70.80.91.01.01.00.90.90.80.80.70.70.60.50.70.80.91.01.00.90.90.90.80.80.70.60.60.50.70.80.91.01.01.00.90.90.80.80.70.60.60.50.80.91.01.01.01.01.00.90.90.80.70.70.60.50.91.01.11.11.11.11.01.00.90.80.80.70.60.51.01.11.21.21.21.21.11.11.00.90.80.70.60.51.11.31.31.31.31.31.21.11.10.90.80.70.60.51.31.41.41.41.41.41.31.21.11.00.80.70.60.61.51.61.61.51.51.51.41.31.21.00.90.70.60.61.71.81.71.61.61.61.51.41.21.10.90.80.70.62.02.01.91.71.61.61.61.51.31.10.90.80.70.62.22.22.01.81.71.61.61.51.31.10.90.80.70.62.32.22.01.81.71.61.61.51.31.10.90.80.70.62.42.32.01.81.71.61.51.41.21.10.90.80.70.62.42.32.11.81.71.51.41.31.21.00.90.80.70.62.42.32.01.81.71.51.41.31.21.00.90.80.70.62.42.32.11.91.71.61.51.41.21.11.00.80.70.62.32.32.11.91.71.61.61.51.31.11.00.80.70.72.22.22.01.81.71.71.71.51.41.21.00.80.70.72.12.12.01.81.71.71.61.51.41.21.00.80.70.71.81.91.91.71.71.61.61.51.31.21.00.80.70.71.61.71.71.61.61.61.51.41.31.11.00.80.70.71.41.51.51.51.51.51.51.41.31.11.00.80.70.71.21.41.41.41.41.41.41.31.21.11.00.80.70.71.11.21.31.31.41.31.31.21.21.11.00.90.80.71.01.11.21.21.31.31.21.21.11.01.00.90.80.70.91.01.11.21.21.21.21.11.11.01.00.90.80.70.91.01.11.11.11.11.11.11.11.01.00.90.80.70.80.91.01.11.11.11.11.11.11.01.01.00.90.80.80.91.01.11.11.11.11.11.11.11.11.00.90.90.91.01.11.11.21.21.21.21.21.21.21.11.00.91.01.11.11.21.21.31.31.31.31.31.31.21.11.01.11.11.21.31.31.41.41.41.41.41.41.31.31.21.21.21.31.41.41.51.51.61.61.61.61.51.41.41.31.41.41.51.61.61.71.71.81.81.71.61.61.51.51.51.61.61.71.81.91.91.91.91.91.81.81.71.61.71.71.81.92.02.12.12.12.12.01.91.91.91.71.91.91.92.02.12.22.32.32.22.12.02.12.11.92.02.12.02.12.22.42.42.42.32.22.12.22.32.12.22.22.22.22.32.52.52.52.42.22.22.32.42.32.42.42.32.32.42.52.62.52.42.22.22.32.52.52.62.52.32.32.42.52.52.52.42.32.32.42.52.62.72.52.42.32.32.52.52.42.32.32.32.42.52.72.72.52.42.32.32.42.42.42.32.32.32.42.52.72.72.52.42.32.32.32.42.42.32.32.32.42.52.52.72.72.52.42.32.32.32.42.42.42.32.32.42.52.52.72.72.52.32.32.32.42.52.52.42.32.22.32.42.42.62.62.52.32.32.32.52.52.52.42.32.22.22.32.32.52.62.42.32.22.32.52.52.52.32.22.12.12.12.12.42.42.32.22.22.32.42.42.42.32.12.02.01.91.82.12.22.22.12.12.22.32.32.22.12.01.91.81.71.61.92.02.02.02.02.12.12.12.12.01.91.71.61.61.51.61.81.81.81.92.02.01.91.91.81.71.61.51.41.31.51.61.71.71.71.81.81.81.71.61.51.41.31.21.11.31.41.51.61.61.61.61.61.51.51.41.31.21.11.01.21.31.41.41.51.51.51.41.41.31.21.21.11.00.91.11.21.31.31.31.31.31.31.31.21.11.11.00.90.81.01.11.21.21.21.21.21.21.11.11.11.00.90.80.71.01.01.11.11.11.11.11.11.11.01.00.90.90.80.70.91.01.01.11.11.11.11.01.01.00.90.90.80.70.60.90.91.01.01.01.01.01.01.00.90.90.80.80.70.60.91.01.01.01.11.01.01.01.00.90.90.80.80.70.60.91.01.01.11.11.11.01.01.00.90.90.80.70.70.61.01.01.11.11.11.11.11.11.01.00.90.80.70.60.61.01.11.21.21.21.21.21.11.11.00.90.80.70.70.61.11.21.31.31.31.31.31.21.11.11.00.80.70.70.61.21.31.41.41.41.41.41.31.21.11.00.90.80.70.61.41.51.51.51.51.51.51.41.31.21.00.90.80.70.61.61.71.71.61.61.61.61.51.41.21.10.90.80.70.61.81.91.91.81.71.71.71.61.41.31.10.90.80.70.62.02.12.01.91.81.71.71.61.51.31.11.00.90.80.72.22.22.11.91.81.81.81.71.51.31.21.00.90.80.72.42.32.12.01.81.81.81.71.51.41.21.00.90.80.72.42.42.22.01.91.81.81.71.51.41.21.11.00.90.72.42.42.22.01.91.71.71.61.51.31.21.11.00.90.82.42.42.22.01.91.81.71.61.51.41.31.21.10.90.82.52.42.22.11.91.81.81.71.61.51.31.21.11.00.92.52.42.32.12.01.92.01.91.71.61.41.31.21.10.92.42.42.32.12.02.02.12.01.81.71.51.41.31.21.02.32.32.22.12.02.12.12.01.91.81.61.51.41.31.12.12.22.12.02.02.12.12.12.01.91.71.61.51.41.31.92.02.02.02.02.12.12.12.01.91.81.71.61.51.41.71.81.91.92.02.12.12.12.12.01.91.81.71.71.51.51.71.81.81.92.02.12.12.12.12.01.91.91.81.71.61.71.71.82.02.12.12.12.12.02.02.02.01.91.51.61.61.81.92.02.12.12.12.02.02.12.22.11.41.51.61.71.81.92.12.12.12.02.12.22.32.31.31.51.51.61.71.92.02.12.12.02.12.22.42.41.31.41.51.61.71.81.92.02.02.02.12.22.42.41.31.41.51.51.61.71.81.91.92.02.12.22.32.41.31.41.51.51.61.61.71.81.92.02.12.22.32.41.41.41.51.51.61.71.81.91.92.02.12.22.32.41.41.51.51.61.71.81.92.02.02.02.12.22.32.41.51.51.61.61.71.92.02.12.12.02.02.22.32.31.51.61.61.71.81.92.02.12.12.02.02.12.22.21.61.61.71.81.92.02.12.12.12.02.02.02.12.01.71.71.81.91.92.02.12.12.02.01.91.91.91.81.81.81.91.92.02.02.12.02.01.91.81.81.71.61.91.91.92.02.12.12.02.01.91.81.71.71.61.52.12.02.02.02.12.12.01.91.81.71.61.51.51.32.22.12.02.02.12.12.01.91.71.61.51.41.31.22.42.22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1.31.31.31.31.31.31.31.31.31.21.31.31.31.21.31.31.31.21.31.31.31.21.21.21.31.31.21.21.21.21.11.21.21.21.01.01.11.1 0.80.80.90.90.50.50.50.40.50.50.50.60.60.60.70.70.70.70.70.7 0.70.70.70.70.70.70.70.70.60.60.60.60.70.70.60.60.90.80.80.7 1.01.00.90.91.21.11.11.11.41.31.31.21.51.51.51.41.71.71.61.6 1.61.71.71.81.51.51.51.61.31.31.41.41.11.21.21.21.11.11.11.1 1.11.11.11.11.11.11.11.11.11.11.11.11.21.11.11.11.21.21.21.2 1.21.21.21.21.11.11.11.20.91.01.01.00.80.80.90.90.70.70.70.8 0.50.60.60.60.40.40.50.50.50.40.40.70.70.60.51.00.90.90.8 1.31.21.11.11.41.41.31.31.51.41.41.41.51.51.51.51.51.61.61.6 1.41.51.51.51.31.31.41.41.21.21.31.31.21.21.21.21.31.31.21.2 1.31.31.31.31.21.31.31.31.11.21.21.21.01.11.11.10.91.01.01.0 0.90.90.90.90.80.80.80.80.70.70.70.80.60.70.70.70.60.60.60.6 0.50.50.50.50.50.40.50.50.50.50.50.50.60.60.60.50.70.70.60.6 0.90.90.80.71.31.21.11.01.61.51.41.41.91.91.81.71.91.91.91.9 2.02.02.02.02.02.02.02.02.02.02.02.11.91.91.92.01.81.81.81.9 1.71.71.71.81.51.61.61.61.41.41.41.51.21.21.31.31.01.11.11.2 0.80.80.90.90.60.60.70.70.40.40.40.50.50.50.50.40.50.50.50.5 0.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.6 0.60.60.60.60.60.60.60.60.60.60.60.60.50.50.50.60.50.50.50.5 0.40.50.50.50.50.50.40.40.80.70.70.61.01.00.90.81.21.21.11.1 1.21.21.21.21.31.31.31.31.31.31.31.31.21.21.31.31.01.01.11.1 0.80.80.80.80.60.60.60.60.50.50.50.50.60.60.60.60.60.60.60.6 0.60.60.70.70.70.70.70.70.70.70.70.71.61.61.61.61.61.61.61.61.61.61.61.61.71.71.61.6 1.81.71.71.61.81.61.61.61.91.61.51.51.41.71.51.31.31.51.31.21.11.0 1.21.11.00.90.80.70.70.70.60.60.60.70.60.60.60.60.60.60.60.6 0.60.50.50.50.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.7 0.70.80.80.80.90.90.90.91.01.01.01.01.11.11.11.11.21.21.21.2 1.21.21.31.31.31.41.41.41.61.61.71.71.81.91.91.92.12.12.22.2 2.22.22.22.22.22.22.22.22.32.32.32.32.22.22.12.11.91.81.81.7 1.61.51.51.41.21.21.11.11.11.11.11.11.11.11.11.11.11.11.11.1 1.11.11.11.21.21.21.21.31.31.31.31.31.41.41.41.41.31.31.31.3 1.21.21.21.21.11.11.11.11.01.01.00.90.90.80.80.80.70.70.70.7 0.60.60.60.60.50.50.50.50.50.50.50.50.40.40.40.40.50.50.50.5 0.60.60.70.70.80.80.80.90.91.01.01.01.11.11.11.21.21.31.31.3 1.41.41.41.41.41.31.31.31.21.11.11.11.00.90.90.90.80.80.70.7 0.70.70.60.60.60.50.50.50.50.40.40.40.50.50.50.50.60.60.60.7 0.70.70.80.80.80.80.80.80.80.80.80.80.80.80.80.80.80.80.80.8 0.80.80.80.80.80.80.80.80.80.80.80.80.70.70.70.80.80.80.80.8 0.80.80.80.80.80.80.80.80.80.80.80.80.80.80.80.80.90.90.90.9 0.90.91.01.01.11.21.21.21.31.41.41.41.61.61.61.61.71.71.71.7 1.71.71.71.71.81.81.81.81.81.81.71.71.61.61.61.61.51.51.51.5 1.41.41.41.41.31.31.31.31.31.31.31.31.31.31.31.31.31.31.31.2 1.21.21.21.21.11.11.11.11.01.01.01.01.00.90.90.90.90.90.90.9 0.90.80.80.80.80.80.80.80.80.80.80.80.40.50.60.70.81.01.11.21.00.80.80.70.70.60.70.80.91.01.11.20.90.80.80.70.70.70.90.91.11.21.31.11.11.11.00.90.80.90.91.01.11.21.21.01.01.01.01.01.11.11.00.91.01.11.01.01.11.00.91.01.01.01.11.21.21.11.11.1SL1SL1SL2SL2SL2SL2SL2SL3SL2SL1BUS & FIRE ACCESS2.02.02.02.12.22.32.32.32.22.12.01.91.91.81.81.81.92.02.12.12.12.12.12.01.91.81.71.61.61.71.81.91.92.02.02.01.91.91.71.61.61.41.51.61.61.71.81.81.81.81.81.71.61.51.41.31.41.51.51.61.61.71.71.71.61.61.51.41.31.11.41.41.51.51.51.51.51.51.51.51.41.31.21.11.31.41.41.41.41.41.41.41.41.41.31.21.11.01.31.31.41.41.41.41.41.41.41.31.31.21.10.91.31.31.41.41.41.41.41.41.31.31.31.21.10.91.31.31.41.41.41.41.41.41.41.31.31.21.10.91.31.41.41.51.51.51.51.51.41.41.31.31.11.01.41.41.51.51.61.61.61.61.51.51.41.31.21.11.41.51.61.61.71.71.71.71.61.61.51.41.31.21.51.61.71.81.81.91.91.81.81.71.61.51.41.31.61.71.81.92.02.02.02.02.01.91.81.71.61.41.81.91.92.02.12.22.22.22.12.01.91.81.71.62.02.02.02.12.32.32.32.32.32.12.02.01.91.82.22.22.22.22.42.52.52.52.42.22.12.12.12.02.42.42.32.32.42.62.62.62.52.32.22.32.32.22.62.52.42.42.52.72.72.72.52.42.32.42.52.42.72.62.42.42.52.72.82.72.62.42.42.52.62.52.82.62.52.42.52.62.72.62.52.42.42.52.62.62.82.62.52.42.42.42.52.52.42.42.42.52.62.62.82.62.52.42.32.32.32.32.32.32.42.42.62.52.32.82.62.52.42.42.42.42.42.42.42.42.42.62.62.42.82.72.52.42.42.62.62.62.52.42.42.52.62.62.42.72.62.52.42.52.72.82.72.62.42.32.42.52.52.32.62.52.42.42.52.72.72.72.62.42.32.42.52.42.22.52.42.32.32.42.62.62.62.52.32.22.32.32.32.02.22.22.22.32.42.52.52.52.42.32.12.12.12.01.82.02.12.12.12.32.32.42.32.32.22.02.01.91.81.61.91.91.92.02.12.22.22.22.12.11.91.81.81.61.41.71.81.81.92.02.02.02.02.01.91.81.71.61.51.31.61.71.71.81.81.91.91.91.81.81.71.61.51.31.11.51.51.61.61.71.71.71.71.71.61.51.51.31.21.01.41.41.51.51.61.61.61.61.51.51.41.41.21.10.91.31.41.41.51.51.51.51.51.51.41.41.31.21.00.91.31.31.41.41.41.41.41.41.41.41.31.21.11.00.81.21.31.41.41.41.41.41.41.41.41.31.21.10.90.81.21.31.41.41.41.41.41.41.41.41.31.21.11.00.81.21.31.41.51.51.51.51.51.51.41.41.31.21.00.81.31.41.51.61.61.61.61.61.61.51.51.31.21.10.91.41.51.61.71.71.81.71.71.71.61.51.41.31.21.01.51.61.71.81.91.91.91.91.91.81.71.61.51.31.11.71.81.91.92.02.12.12.12.01.91.81.71.61.41.21.91.92.02.12.22.22.32.22.22.11.91.81.81.61.42.12.12.12.22.32.42.42.42.32.22.02.01.91.81.62.32.32.32.32.42.52.62.52.42.32.12.22.22.01.82.52.52.42.42.52.62.72.72.52.42.32.32.32.32.02.72.62.42.42.52.72.82.72.62.42.32.42.52.42.22.82.62.52.42.52.72.72.72.62.42.42.52.62.52.32.82.72.52.42.42.62.62.62.52.42.42.52.62.62.42.82.62.52.42.42.42.42.42.42.32.42.52.62.62.32.82.62.52.42.32.42.32.32.32.32.42.52.62.62.32.82.62.52.42.42.52.52.52.42.32.42.42.62.62.42.82.62.52.42.42.62.72.62.52.42.42.42.62.62.42.72.62.42.42.52.72.72.72.52.32.32.42.52.52.32.52.52.42.32.42.62.72.72.52.32.32.32.52.42.22.32.32.22.32.42.52.62.52.42.32.22.22.32.22.02.12.12.12.22.32.42.42.42.32.22.12.12.12.01.81.91.92.02.02.22.22.32.32.22.12.01.91.91.81.61.71.81.81.92.02.12.12.12.12.01.91.81.71.61.41.61.71.71.81.91.91.91.91.91.81.71.61.61.41.21.51.61.61.61.71.71.81.81.71.71.61.51.41.31.11.41.51.51.51.61.61.61.61.61.51.51.41.31.11.01.41.41.41.41.41.51.51.51.41.41.41.31.21.00.91.31.31.31.31.31.41.41.31.31.31.31.21.10.90.81.21.21.31.31.31.31.31.31.31.31.21.11.00.90.71.21.21.21.21.21.31.31.31.21.21.21.11.00.90.71.11.21.21.21.21.31.31.31.31.21.21.11.00.90.71.11.11.21.21.31.31.31.31.31.31.21.21.10.90.81.11.11.21.21.31.31.41.31.41.31.31.21.11.00.81.11.21.21.31.41.41.41.41.51.41.41.31.21.10.91.11.21.31.31.41.51.51.61.61.61.51.41.41.21.01.21.31.31.41.51.61.61.71.71.71.61.61.51.41.21.31.41.41.51.61.71.81.81.81.81.71.71.71.51.31.41.51.51.61.71.81.91.91.91.91.81.91.91.71.51.61.61.71.71.81.92.02.02.02.01.92.02.12.01.71.71.81.81.81.92.02.12.12.12.02.02.12.22.21.91.81.91.91.92.02.12.12.22.12.02.12.22.32.32.11.92.02.02.02.12.12.12.22.12.02.12.22.32.42.22.02.02.12.12.12.12.12.12.02.12.12.32.42.42.22.02.12.12.22.12.12.02.02.02.12.22.22.42.42.12.02.12.22.22.12.12.02.02.02.12.12.22.42.42.22.12.12.22.22.12.12.12.12.12.12.12.22.42.42.22.12.02.12.12.12.12.22.22.22.12.12.22.32.32.12.12.02.02.02.02.12.22.22.22.12.12.22.32.32.00.80.80.80.80.80.80.80.80.80.80.80.80.80.80.80.80.80.80.80.80.80.80.80.80.80.80.80.80.90.90.91.01.01.11.11.11.21.21.21.31.41.31.31.31.31.31.31.31.31.31.31.31.21.21.21.21.11.11.11.11.00.90.90.90.80.80.80.70.70.70.70.70.80.90.90.91.01.01.01.11.11.21.21.21.21.21.31.31.31.31.31.31.31.31.41.41.41.41.31.31.31.31.31.21.21.21.21.11.11.11.11.11.01.01.01.01.01.01.01.00.90.90.90.90.90.90.90.90.90.90.90.90.80.80.80.80.80.80.80.80.80.80.80.80.90.90.90.90.90.90.90.90.90.91.01.01.01.01.01.01.11.11.11.11.21.21.21.21.21.31.31.31.31.31.31.41.41.41.41.41.51.51.51.51.61.61.61.61.61.61.61.61.71.71.71.71.61.61.61.61.61.61.61.51.51.51.51.51.41.41.41.41.31.31.31.31.31.21.21.21.21.21.11.11.11.11.11.01.01.01.01.00.90.90.90.90.80.80.80.80.80.80.80.80.80.80.80.80.80.80.80.91.01.01.01.11.21.21.21.31.41.41.41.51.51.51.51.51.51.51.51.51.51.51.51.51.41.41.41.31.21.11.11.10.90.90.90.80.70.60.60.60.60.60.50.50.50.50.50.50.50.50.50.50.50.50.50.50.60.60.60.60.60.60.60.60.70.70.70.70.70.60.60.60.60.60.60.60.60.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.60.60.60.60.60.60.60.60.60.60.60.60.70.70.70.70.80.80.90.90.91.01.01.01.11.11.11.11.21.21.21.21.31.31.31.31.41.41.41.41.41.41.41.41.41.41.41.41.41.41.31.31.31.31.31.31.21.21.21.21.11.11.11.11.01.01.01.01.01.01.00.90.90.90.90.90.90.90.90.90.80.80.80.80.80.80.90.90.90.90.90.90.90.90.90.90.90.90.90.90.90.90.90.90.90.90.90.90.80.90.90.90.91.01.01.01.11.11.11.11.21.21.21.21.21.31.31.31.31.31.31.41.41.41.41.41.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.51.61.61.61.61.71.71.71.71.81.81.81.81.7 1.71.71.71.61.71.61.61.51.51.61.51.51.41.41.31.31.21.21.11.11.11.00.90.90.70.60.80.80.70.50.70.70.60.5 0.40.50.60.70.70.81.11.21.41.51.81.81.81.91.91.91.9 1.91.91.91.9 1.91.91.91.91.91.91.21.21.31.31.21.11.21.21.21.31.31.31.11.11.11.11.11.21.21.01.01.21.21.31.31.11.11.21.21.21.21.31.11.01.00.90.90.90.91.00.90.9GENERAL SHEET NOTES:1.THE LOCATION OF ALL CONDUIT, JUNCTION BOXES, AND CABINETS SOWN ON THIS PLAN ARE APPROXIMATE ONLY. FINALLOCATION SHALL BE DETERMINED BY THE CONTRACTOR AND CONFIRMED IN THE FIELD BY THE ENGINEER.2.ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, CITY OF RENTON STANDARDS AND WSDOT STANDARDS ANDSPECIFICATIONS, CURRENT EDITION.3.THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTORAS NECESSARY.4.THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE INSPECTOR FOR MATERIALS APPROVAL THREE WEEKS PRIOR TOREQUESTED APPROVAL DATE.5.ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS . THE CONTRACTOR SHALL CONTACT ALL THEPERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMMENCING WORK, AND SHALL COORDINATE WITH AFFECTEDUTILITY AGENCIES THROUGHOUT THE PROJECT.6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFYTHE AFFECTED UTILITY COMPANY AND THE CITY OF RENTON IMMEDIATELY UPON DAMAGE7.POLE FOUNDATIONS SHALL NOT BE EXCAVATED AND POURED BEFORE POLE LOCATIONS ARE APPROVED BY THEENGINEER.8.CONTACT ERIC CUTSHALL TRANSPORTATION MANAGER FOR ASSET ID NUMBER AT 425-430-7423.STREET )RONTAGE SER9I&E%REA.ER S&HEDULECIRCUITBREAKERCONTACTORMAIN2P-125A-ILLUM. A2P-20A20 AMPILLUM. B (SPARE)2P-20A20 AMPLUMINAIRE WIRING S&HEDULENO.RACEWAY CONDUIT SIZEQUANTITY OFPHASECONDUCTORSPHASECONDUCTORSIZEEQUIPMENTGROUND SIZEQUANTITY OFTRACER WIRES12" SCHED. 40 PVC2#8 AWG#8 AWG-23" SCHED. 40 PVC3#2 AWG--32" SCHED. 40 PVC (SPARE)---1&AL&ULATION SUMMAR<CALCULATION AREAMIN. LIGHT LEVEL (FC)AVE. MAINTAINED (FC)UNIFORMITY RATIO (AVG./MIN.)DUVALL AVE NE0.501.693.30DUVALL AVE NE SIDEWALK0.401.062.65ELECTRICAL STREET FRONTAGE PHOTOMETRIC PLANCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSPERMIT DOCUMENTS NEW ELEMENTARY NO. 16 RENTON, WA 98059CHELAN AVE NENEW ELEMENTARY NO. 16MATCHLINE CE1.00B MATCHLINE CE1.00A MATCHLINE CE1.00BMATCHLINE CE1.00ALUMINAIRE WIRING DIAGRAM1246810121416173579111315DUVALL AVE NENE 12TH ST NE 10TH ST NCIRCUIT: ILLUM. ANOTE: SEE SHEET CE1.02 FOR LUMINAIRE WIRING LOCATIONS.LUA:21-000167PR:20-000097C:21-004289 TED-40-4192TRO-41-4192 147R-41928990T-419213 ELECTRICAL DETAILSCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSPERMIT DOCUMENTS NEW ELEMENTARY NO. 16 RENTON, WA 98059CHELAN AVE NENEW ELEMENTARY NO. 16LUA:21-000167PR:20-000097C:21-004289 TED-40-4192TRO-41-4192 147R-41929091T-419214 ELECTRICAL DETAILSCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSPERMIT DOCUMENTS NEW ELEMENTARY NO. 16 RENTON, WA 98059CHELAN AVE NENEW ELEMENTARY NO. 16LUA:21-000167PR:20-000097C:21-004289 TED-40-4192TRO-41-4192 147R-41929192T-419215 ELECTRICAL DETAILSCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSPERMIT DOCUMENTS NEW ELEMENTARY NO. 16 RENTON, WA 98059CHELAN AVE NENEW ELEMENTARY NO. 16LUA:21-000167PR:20-000097C:21-004289 TED-40-4192TRO-41-4192 147R-41929293T-419216 HERE ONREDSTOPENDSCHOOLZONEAHEADIN COMPLIANCE WITH CITY OF RENTON STANDARDSTENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Trevor Takara, P.E.Phone: 425-250-086502/24/2022TURNINGVEHICLESYIELDTOSPEEDLIMIT20WHENFLASHINGSCHOOLT-419201 R-419290LUA:21-000167PR:20-000097C:21-004289147R-41929394T-419217CLARIFY WHERE ISTHIS GETTINGRELOCATED TO ENDSCHOOLZONEAHEADYOURSPEEDXXIN COMPLIANCE WITH CITY OF RENTON STANDARDSTENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Trevor Takara, P.E.Phone: 425-250-086502/24/2022SPEEDLIMIT20WHENFLASHINGSCHOOLT-419201 R-419291LUA:21-000167PR:20-000097C:21-004289147R-41929495T-419218 IN COMPLIANCE WITH CITY OF RENTON STANDARDSTENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Trevor Takara, P.E.Phone: 425-250-086502/24/2022SPEEDLIMIT50T-419201 R-419292LUA:21-000167PR:20-000097C:21-004289147R-41929596T-419219 IN COMPLIANCE WITH CITY OF RENTON STANDARDSTENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Trevor Takara, P.E.Phone: 425-250-086502/24/2022NE 10th StDuvall Ave NELEFT TURNYIELD ON GREENSTOP ON FLASHINGREDIF NOTHEN PROCEEDSTOP ON REDCROSSWALKLEFT TURNYIELD ON FLASHINGIN COMPLIANCE WITH CITY OF RENTON STANDARDSTENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Trevor Takara, P.E.Phone: 425-250-086502/24/2022IN COMPLIANCE WITH CITY OF RENTON STANDARDSTENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Trevor Takara, P.E.Phone: 425-250-086502/24/2022T-419201 R-419293LUA:21-000167PR:20-000097C:21-00428914797R-419296T-419220please mount ptz on pole, halfway betweenluminaire arm and mast arm. see pole specsheet for comment on attachment angle.-bacTHESE RAMPLANDINGS WILLNEED TO BEPARTIALLYRECONSTRUCTEDTO INSTALL THESEPS POLES.THIS POLECONFLICTS WITHEXISTING SERVICECABINETTHIS JBOX WILLNEED TO BERELOCATED TOMAINTAIN EXISTINGILLUMINATIONCIRCUITS.THERE IS A 3' TO 4'SLOPE HERE.CLARIFY HOW WILLTHIS BECONSTRUCTED.LIKELY NEEDS AWALL BEHIND IT. S4TERMINAL COMPARTMENTHD 81685G683682AR681 781PED HD 88785782786787PPB 88WALKPED HD 69DON'T761765762766767PPB 69685683682681S10GRAHD 82685G683682AR681CAMERA 4WALKDON'TS3TERMINAL COMPARTMENT965962961614613612 HD 61665G663662AR661761PED HD 68765762767766PPB 68WALKPED HD 49DON'T741745742746747PPB 49611665663662661 A6A66A26A46A3HD 11/OLAGRA HD 62665G663662AR661CAMERA 3 WALKDON'TS1TERMINAL COMPARTMENT925 922 921 6C4 6C3 6C2 HD 22625G623622AR621925921922PRE-EMPT A721PED HD 28725722726727PPB 28WALK PED HD 89 DON'T 781 785 782 787 786 PPB 89 6C1 625 623 622 621 S6G R A R625A621623622HD 21CAMERA 1 A WALKDON'TS2TERMINAL COMPARTMENT945942 HD 41 645 G 643 642A R 641 741 PED HD 48 745 742 747 746 PPB 48 WALKPED HD 29DON'T721725722727726PPB 29941645643642641GRAHD 42 645 G 643 642A R 641 CAMERA 2WALK DON'T S81-3C(SH)1-5C 1-3C(SH)3-5C2": 1-5C1-5C2-5C1-3C(SH)1-3C(SH)1-VIDEO3",3": 1-VIDEO,1-3C(SH), 5-5CJB-T8G941 945 942 PRE-EMPT B961965962PRE-EMPT C985981982PRE-EMPT D S5S9985982981TERMINAL COMPARTMENT3",3": 8-5C, 2-3C(SH),2-VIDEO, 1-4C2": 1-5C 3": 2-VIDEO, 2-3C(SH), 3-5C 2": 2-2C3": 1-5C, 1-3C(SH),1-VIDEO3": 3-5C, 1-3C(SH),1-VIDEO2": 1-5C3": 1-VIDEO,1-3C(SH), 3-5C2": 2-5C3.5": 10-5C, 5-3C(SH), 5-VIDEO3": 8-5C, 1-4C1-VIDEO2-VIDEO,1-3C(SH)1-VIDEOPHASE 8HDS 81,82PHASE 771PHASE 6HDS 61,62PHASE 5HDS 51PHASE 4HDS 41,42PHASE 3NOT USEDPHASE 2HDS 21,22PHASE 1HD 11PHASE 8HDS 88,89PHASE 6HDS 68,69PHASE 4HDS 48,49PHASE 2HDS 28,29741745746747742781782785786787721722725726727761762765766767621622623625611612613615641642643645631632633635661662663665651652653655675673672671685683682681VEHICLE SIGNALSPEDESTRIAN SIGNALS INTERCONNECT511TO520SERVICE502PHASE 8PRE-EMPTION(WESTBOUND)982985981961965962PRE-EMPT DETECTORS 921925922941945942PHASE 6PRE-EMPTION(SOUTHBOUND)PHASE 4PRE-EMPTION(EASTBOUND)PHASE 2PRE-EMPTION(NORTHBOUND)VIDEODETECTIONHUBAC-AC+501TO SERVICECONTROLLER CABINETS72": 1-5CJB-T83",3": 1-VIDEO,1-3C(SH), 5-5CJB-T86A1613616614612611G/YGRAA6C66C26C46C3HD 51/OLC6C1653656654652651G/YGRA6A46A36A26A1616 RAGAG/Y6A6 656 654 653 652 651R G/Y A G 6C6 6B66B26B46B3LS13 6A16A36A26A46B16A6OVERLAP BNOT USEDOVERLAP AHD 11LS146C66C26C46C36C1OVERLAP CHD 51LS156D66D26D46D36D1OVERLAP DHD 71LS16 JB-T8TO SERVICE2" EX: 1-4C2" EX: 1-4C 2": 1-4CJB-T1EX JB-T1EX JB-T12": 2-5C2": 1-4C674673672671GRA3-5C IN COMPLIANCE WITH CITY OF RENTON STANDARDSTENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Trevor Takara, P.E.Phone: 425-250-086502/24/2022IN COMPLIANCE WITH CITY OF RENTON STANDARDSTENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Trevor Takara, P.E.Phone: 425-250-086502/24/2022TO NEWFLASHINGBEACONTO RELOCATEDFLASHING BEACON GPSVIDEO SURGESUPPRESSOR1234T-419201 R-419294A 6D6 6D2 6D4 6D3 HD 71/OLD 6D1 673 676 674 672 671 G/Y G R A 6D16D66D46D36D2AG/Y676LUA:21-000167PR:20-000097C:21-004289147R-41929798T-419221 IN COMPLIANCE WITH CITY OF RENTON STANDARDSTENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Trevor Takara, P.E.Phone: 425-250-086502/24/2022T-419201 R-419295LUA:21-000167PR:20-000097C:21-004289147R-41929899T-419222 IN COMPLIANCE WITH CITY OF RENTON STANDARDSTENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Trevor Takara, P.E.Phone: 425-250-086502/24/2022T-419201 R-419296LUA:21-000167PR:20-000097C:21-004289147R-419299100T-419223add ptz camera Lattachment angle for s1at 315 degreesfyi, this thickened edge detail will be removedfrom future city standard plans. City willreference wsdot standard plan j-26.15-01 forlocations within sidewalk. this project does nothave any type ii or iii signal poles within sidewalk,so the detail does not apply.-bac 2.62.82.62.32.12.01.91.71.51.31.11.00.92.72.82.72.42.32.22.11.81.61.41.21.11.02.72.92.72.52.32.32.21.91.71.41.31.21.11.02.22.62.72.72.52.42.32.22.01.71.51.41.31.21.21.62.02.42.62.62.42.42.32.22.01.81.61.51.51.41.51.60.91.01.21.51.92.22.42.52.42.42.32.12.01.81.71.61.61.71.81.92.12.31.01.11.31.51.92.12.32.32.32.32.22.12.01.91.81.81.91.92.02.22.42.52.52.42.41.21.31.41.61.92.12.22.22.32.32.22.12.12.02.02.02.02.02.12.22.32.32.32.22.21.41.41.41.61.92.12.12.22.22.22.22.12.12.12.12.12.12.12.12.12.12.12.02.01.91.51.41.41.72.02.12.12.22.22.22.22.22.22.22.32.32.32.32.22.12.01.91.81.81.71.51.51.72.02.12.12.22.22.12.22.22.32.42.42.42.42.42.32.22.12.01.91.71.61.41.41.72.12.22.22.32.22.22.22.32.42.52.52.52.52.52.32.22.01.91.81.72.12.22.12.22.12.12.32.42.52.52.52.62.72.62.42.22.02.12.22.12.12.02.12.32.42.52.52.52.72.92.82.52.12.02.12.02.02.02.12.32.52.62.52.62.83.02.92.62.12.01.91.92.02.22.42.52.52.52.73.02.92.62.01.91.91.81.92.02.22.32.32.42.62.92.91.81.71.81.81.81.82.02.12.22.42.52.82.81.61.61.71.71.71.81.92.12.22.32.52.72.7IN COMPLIANCE WITH CITY OF RENTON STANDARDSTENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Trevor Takara, P.E.Phone: 425-250-086502/24/2022IN COMPLIANCE WITH CITY OF RENTON STANDARDSTENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Trevor Takara, P.E.Phone: 425-250-086502/24/2022IN COMPLIANCE WITH CITY OF RENTON STANDARDSTENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Trevor Takara, P.E.Phone: 425-250-086502/24/2022T-419201 R-419297LUA:21-000167PR:20-000097C:21-004289147R-4192100101T-419224 ENDSCHOOLZONESPEEDLIMIT20WHENFLASHINGSCHOOLSPEEDLIMIT20WHENFLASHINGSCHOOLIN COMPLIANCE WITH CITY OF RENTON STANDARDSTENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Trevor Takara, P.E.Phone: 425-250-086502/24/2022T-419201 R-419298AHEADLUA:21-000167PR:20-000097C:21-004289147R-4192101102T-419225 SPEEDLIMIT20WHENFLASHINGSCHOOLSPEEDLIMIT20WHENFLASHINGSCHOOLIN COMPLIANCE WITH CITY OF RENTON STANDARDSTENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Trevor Takara, P.E.Phone: 425-250-086502/24/2022T-419201 R-419299ENDSCHOOLZONESPEEDLIMIT20WHENFLASHINGSCHOOLAHEADLUA:21-000167PR:20-000097C:21-004289147R-4192102103T-419226after further internal discussion, add separate flashing beacon pole tothe east of the existing luminaire pole for school beacon. new conduitcan be connected to existing junction box and wiring can still useexisting conduit.-bacCHECK LOCATIONVS PSE POLE. DUVALL AVE. NE CHELAN AVE. NE NE 12TH ST.WETLAND (SYMBOLS SHOWN AT 1"=20'-0" SCALE)TREE RETENTION SCHEDULE DESCRIPTIONSYMBOL EXISTING TREES EXISTING LANDMARK CONIFEROUS TREE TO BE REMOVED (DETERMINATION OF SIGNIFICANCE BASED ON SURVEY SIZE ONLY) EXISTING LANDMARK DECIDUOUS TREE TO BE REMOVED (DETERMINATION OF SIGNIFICANCE BASED ON SURVEY SIZE ONLY) EXISTING EVERGREEN TREE TO REMAIN EXISTING DECIDUOUS TREE TO REMAIN EXISTING NON SIGNIFICANT CONIFEROUS TREE TO BE REMOVED (DETERMINATION OF SIGNIFICANCE BASED ON SIZE) EXISTING NON SIGNIFICANT DECIDUOUS TREE TO BE REMOVED (DETERMINATION OF SIGNIFICANCE BASED ON SIZE) 30" EVG 30" DEC 30" DEC 30" EVG 5" DEC 5" EVG EXISTING SIGNIFICANT CONIFEROUS TREE TO BE REMOVED (DETERMINATION OF SIGNIFICANCE BASED ON SURVEY SIZE ONLY) EXISTING SIGNIFICANT DECIDUOUS TREE TO BE REMOVED (DETERMINATION OF SIGNIFICANCE BASED ON SURVEY SIZE ONLY)8" DEC 8" EVG REPLACEMENT TREES CALCULATION MIN. 2" CAL. DECIDUOUS REPLACEMENT TREE MIN. 6' HT. EVERGREEN REPLACEMENT TREE EXCLUDED SITE AREA - CRITICAL AREA (WETLAND) AND 100' BUFFER QTY 127,685 SF 9 9 29 5 204 67 15 22 98 117 NON SIGNIFICANT TREES TO BE REMOVED SUBTOTAL 37 SIGNIFICANT TREES TO BE REMOVED SUBTOTAL 271 LANDMARK TREES TO BE REMOVED SUBTOTAL 34 EXISTING TREES TO REMAIN SUBTOTAL 18 REPLACEMENT TREE SUBTOTAL 136 *TREES IN PROPOSED PUBLIC STREETS -12 *TREES IN REQUIRED LANDSCAPE AREAS (PARKING LOT & BUFFERS) UP TO 50% -48 / 2 = -24 *TREES IN REQUIRED LANDSCAPE AREAS (PARKING LOT & BUFFERS) UP TO 50% -86 / 2 = -43 DIFFERENCE BETWEEN REQUIRED REPLACEMENTS & TOTAL PROVIDED (378-136 = 242) *FEE-IN-LIEU TO REPRESENT COST OF 242 TREES NOT PROVIDED IN COMPLIANCE WITH CITY OF RENTON STANDARDS ANDR E W J RASMU S SENNO.739EXP.6 /2 6 /2023STATE O F W ASHIN GTONLANDS CAPE A R C H ITECT0' SCALE:N200'100'50'25' 1"=50'-0" NEW ELEMENTARY SCHOOL #16 CHELAN AVE NE RENTON, WA 98059 TREE RETENTION OVERALL PLAN NOTE: 1.REFER TO L0.1 FOR TREE RETENTION WORKSHEET AND TREE PROTECTION DETAIL. 2.REFER TO L0.2 FOR CALCULATIONS, NOTES AND REPLACEMENT TREE SCHEDULE. R-419299TED-40-4192LUA:21-000167PR:20-000097C:21-004289147 R-4192103 104 CURRENT PLANNING Name [Date]Alex Morganroth, 4/12/22 DEVELOPMENT ENGINEERING msippo 04/13/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ANDR E W J RASMU S SENNO.739EXP.6 /2 6 /2023STATE O F W ASHIN GTONLANDS CAPE A R C H ITECTNEW ELEMENTARY SCHOOL #16 CHELAN AVE NE RENTON, WA 98059 TREE RETENTION WORKSHEET & DETAIL TREE PROTECTION NOTES: EXISTING TREE INDICATED TO SAVE OR POTENTIALLY TO SAVE. 1. A 6-FOOT HIGH TEMPORARY CHAIN LINK FENCE MUST BE PLACED WHERE SHOWN ON PLANS A MINIMUM OF FOUR BUSINESS DAYS PRIOR TO THE COMMENCEMENT OF WORK OR SITE DEMOLITION. VERIFY LOCATIONS WITH CIVIL. NOTIFY THE CLEARING AND GRADING INSPECTOR TO GET BOTH THE INSPECTION AND WRITTEN APPROVAL OF FLAGGED TREES AND TEMPORARY PROTECTION FENCING AROUND TREES TO BE SAVED PER THE APPROVED PLANS. 2. NO STOCKPILING OF MATERIAL AND NO VEHICULAR TRAFFIC ARE ALLOWED WITHIN THE LIMITS OF THE TEMPORARY FENCING. LIMIT INTRUSION INTO TREE DRIP ZONES WHEN POSSIBLE. FILLING, EXCAVATING, AND CLEARING WITHIN FENCED AREAS MUST BE ACCOMPLISHED BY HAND METHODS ONLY. 3. ROOTS OF TREES TO BE SAVED WHICH ARE DAMAGED DURING CONSTRUCTION WILL BE TREATED IN THE FOLLOWING WAY: FOR DAMAGED ROOTS OVER 1'' IN DIAMETER, MAKE A CLEAN, STRAIGHT CUT TO REMOVE THE DAMAGED PORTION OF THE ROOT. ALL EXPOSED ROOTS WILL BE TEMPORARILY COVERED WITH DAMP BURLAP OR WOOD SHAVING TO PREVENT DRYING AND COVERED WITH EARTH AS SOON AS POSSIBLE. 4. PER RMC 4-4-130-H.9.f, ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WITH A MINIMUM OF THREE INCHES (3") OF BARK MULCH PRIOR TO INSTALLATION OF THE PROTECTIVE FENCING. RESTRICTIONS: TREES TO BE PRESERVED SHALL BE DESIGNATED IN ACCORDANCE WITH APPROVED TREE PRESERVATION PLAN ON FILE WITH THE CITY OF RENTON. DESIGNATED TREES WHICH ARE DAMAGED OR DESTROYED SHALL BE REPLACED IN ACCORDANCE WITH RMC 4-4-130 TREE RETENTION AND LAND CLEARING REGULATIONS, OR AS HEREAFTER AMENDED. TREE PROTECTION DETAIL 16'-0'' CHAIN LINK ORSAFETY FENCING4' ORANGE LAMINARR-4192100TED-40-4192LUA:21-000167PR:20-000097C:21-004289147 R-4192104 105 DEVELOPMENT ENGINEERING msippo 04/13/2022 TREE DENSITY CALCULATIONS AS PER THE CITY OF RENTON TREE DENSITY REQUIREMENT (RMC 4-4-130.H.1), THE REQUIRED MINIMUM TREE DENSITY IS 2 SIGNIFICANT TREES PER 5,000 SF. PROJECT SITE: 484,329 SF PROJECT TREE CREDITS REQUIRED (484329 / 5000): 97 PROJECT TREE CREDITS PROVIDED (18 EX. SIGNIF. TREES TO REMAIN + 134 REPLACEMENT TREES): 152 TREE RETENTION CALCULATIONS AS PER THE CITY OF RENTON TREE RETENTION REQUIREMENT (RMC 4-4-130.H.1), THE PERCENTAGE OF TREES TO BE RETAINED IS AT LEAST 30% OF THE SIGNIFICANT TREES IN R-8 ZONES. TOTAL # SIGNIFICANT TREES (OVER 6" DIAMETER, OR ALDER /COTTONWOOD AT LEAST 8" DIA.): 499 TOTAL # EXCLUDED TREES (TREES IN CRITICAL AREAS / BUFFERS & PROPOSED PUBLIC STREETS): 229 SUBTOTAL TREES TO BE COUNTED (499 - 229): 270 REQUIRED # TO BE RETAINED (270 * 0.3): (81.0) 81 TOTAL # SIGNIFICANT TREES PROPOSED TO BE RETAINED: 18 PERCENTAGE OF TREES TO REMAIN (18 / 270): (6.66) 7% # REQUIRED REPLACEMENT INCHES (81.0 - 18 * 12): (756.0) 756 # REPLACEMENT TREES REQUIRED (MIN. 2" CALIPER TREES REQUIRED FOR REPLACEMENT) (756.0 / 2): (378.0) 378 1.SEE CIVIL GRADING PLANS FOR TREE PROTECTION FENCING. ALL TREE RETENTION, PROTECTION AND CLEARING ACTIVITIES SHALL BE IN ACCORDANCE WITH RENTON MUNICIPAL CODE (RMC) 4-4-130 TREE RETENTION AND LAND CLEARING REGULATIONS. 2.PRIOR TO DEVELOPMENT ACTIVITIES, THE CONTRACTOR SHALL PROVIDE TREE PROTECTION MEASURES IN ACCORDANCE WITH RMC 4 4 130H FOR ALL EXISTING TREES SHOWN TO BE SAVED. 3.A CERTIFIED ARBORIST OR LANDSCAPE ARCHITECT SHALL MONITOR THE CONSTRUCTION ACTIVITIES THAT ARE NECESSARY WITHIN THE TREE DRIPLINES. 4.WRITTEN NEED FOR REMOVAL OR REVISED LANDSCAPE AND CLEARING/ GRADING PLANS SHALL BE REVIEWED AND APPROVED BY CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. TREE RETENTION NOTES REPLACEMENT TREES IN COMPLIANCE WITH CITY OF RENTON STANDARDS ANDR E W J RASMU S SENNO.739EXP.6 /2 6 /2023STATE O F W ASHIN GTONLANDS CAPE A R C H ITECTNEW ELEMENTARY SCHOOL #16 CHELAN AVE NE RENTON, WA 98059 CALCULATIONS & NOTES & REPLACEMENT TREE SCHEDULE R-4192101TED-40-4192LUA:21-000167PR:20-000097C:21-004289147 R-4192105 106 DEVELOPMENT ENGINEERING msippo 04/13/2022 J TR TR TR 444444444444444 4 MULTI-USE FIELD BUS & FIRE ACCESS FIRE LANE HARD SURFACE PLAY SOFT SURFACE PLAY DROP-OFFWETLAND SERVICE COVERED PLAY MAIN ENTRY DUVALL AVE. NE CHELAN AVE. NE NE 12TH ST.EXIT ONLY CHELAN PL. NENE 10TH ST.4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 44 4 4444IN COMPLIANCE WITH CITY OF RENTON STANDARDS ANDR E W J RASMU S SENNO.739EXP.6 /2 6 /2023STATE O F W ASHIN GTONLANDS CAPE A R C H ITECT0' SCALE:N200'100'50'25' 1"=50'-0" L1.1 L1.2 L1.4 L1.3 L1.5 NEW ELEMENTARY SCHOOL #16 CHELAN AVE NE RENTON, WA 98059 SITE OVERALL PLAN NOTE: REFER TO L1.6 FOR SITE IMPROVEMENTS LEGEND AND GENERAL NOTES.R-4192102TED-40-4192LUA:21-000167PR:20-000097C:21-004289147 R-4192106 107 DEVELOPMENT ENGINEERING msippo 04/13/2022 J T R 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 44 4 MATCH TO SHEET L1.1MATCH TO SHEET L1.3IN COMPLIANCE WITH CITY OF RENTON STANDARDS ANDR E W J RASMU S SENNO.739EXP.6 /2 6 /2023STATE O F W ASHIN GTONLANDS CAPE A R C H ITECT0' SCALE:N80'40'20'10' 1"=20'-0" NEW ELEMENTARY SCHOOL #16 CHELAN AVE NE RENTON, WA 98059 SITE PLAN ENLARGEMENT R-4192103TED-40-4192LUA:21-000167PR:20-000097C:21-004289147 R-4192107 108 DEVELOPMENT ENGINEERING msippo 04/13/2022 44444444 4 4 4 4 44MATCH TO SHEET L1.2MATCH TO SHEET L1.412IN COMPLIANCE WITH CITY OF RENTON STANDARDS ANDR E W J RASMU S SENNO.739EXP.6 /2 6 /2023STATE O F W ASHIN GTONLANDS CAPE A R C H ITECT0' SCALE:N80'40'20'10' 1"=20'-0" NEW ELEMENTARY SCHOOL #16 CHELAN AVE NE RENTON, WA 98059 SITE PLAN ENLARGEMENT R-4192104TED-40-4192LUA:21-000167PR:20-000097C:21-004289147 R-4192108 109 DEVELOPMENT ENGINEERING msippo 04/13/2022 T R T R 4444444444 MATCH TO SHEET L1.3MATCH TO SHEET L1.5MATCH TO SHEET L1.1MATCH TO SHEET L1.316.0430 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ANDR E W J RASMU S SENNO.739EXP.6 /2 6 /2023STATE O F W ASHIN GTONLANDS CAPE A R C H ITECT0' SCALE:N80'40'20'10' 1"=20'-0" NEW ELEMENTARY SCHOOL #16 CHELAN AVE NE RENTON, WA 98059 SITE PLAN ENLARGEMENT R-4192105TED-40-4192LUA:21-000167PR:20-000097C:21-004289147 R-4192109 110 DEVELOPMENT ENGINEERING msippo 04/13/2022 44444444 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4444MATCH TO SHEET L1.2MATCH TO SHEET L1.4IN COMPLIANCE WITH CITY OF RENTON STANDARDS ANDR E W J RASMU S SENNO.739EXP.6 /2 6 /2023STATE O F W ASHIN GTONLANDS CAPE A R C H ITECT0' SCALE:N80'40'20'10' 1"=20'-0" NEW ELEMENTARY SCHOOL #16 CHELAN AVE NE RENTON, WA 98059 SITE PLAN ENLARGEMENT R-4192106TED-40-4192LUA:21-000167PR:20-000097C:21-004289147 R-4192110 111 DEVELOPMENT ENGINEERING msippo 04/13/2022 MATCH TO SHEET L1.3MATCH TO SHEET L1.5IN COMPLIANCE WITH CITY OF RENTON STANDARDS ANDR E W J RASMU S SENNO.739EXP.6 /2 6 /2023STATE O F W ASHIN GTONLANDS CAPE A R C H ITECT0' SCALE:N80'40'20'10' 1"=20'-0" NEW ELEMENTARY SCHOOL #16 CHELAN AVE NE RENTON, WA 98059 SITE PLAN ENLARGEMENT R-4192107TED-40-4192LUA:21-000167PR:20-000097C:21-004289147 R-4192111 112 DEVELOPMENT ENGINEERING msippo 04/13/2022 SITE IMPROVEMENT LEGEND T R 4 4 4 4 4 GENERAL NOTES GATE SCHEDULE IN COMPLIANCE WITH CITY OF RENTON STANDARDS ANDR E W J RASMU S SENNO.739EXP.6 /2 6 /2023STATE O F W ASHIN GTONLANDS CAPE A R C H ITECTNEW ELEMENTARY SCHOOL #16 CHELAN AVE NE RENTON, WA 98059 SITE IMPROVEMENT LEGEND AND GENERAL NOTES R-4192108TED-40-4192LUA:21-000167PR:20-000097C:21-004289147 R-4192112 113 DEVELOPMENT ENGINEERING msippo 04/13/2022 J TR T R TR 444444MULTI-USE FIELD BUS & FIRE ACCESS FIRE LANE HARD SURFACE PLAY SOFT SURFACE PLAY DROP-OFFWETLAND SERVICE COVERED PLAY MAIN ENTRY DUVALL AVE. NE CHELAN AVE. NE NE 12TH ST.EXIT ONLY CHELAN PL. NENE 10TH ST.4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4IN COMPLIANCE WITH CITY OF RENTON STANDARDS ANDR E W J RASMU S SENNO.739EXP.6 /2 6 /2023STATE O F W ASHIN GTONLANDS CAPE A R C H ITECT0' SCALE:N200'100'50'25' 1"=50'-0" L2.1 L2.2 L2.4 L2.3 L2.5 NEW ELEMENTARY SCHOOL #16 CHELAN AVE NE RENTON, WA 98059 PLANTING OVERALL PLAN NOTE: REFER TO L2.1 FOR PLANTING NOTES AND L2.6 AND L2.7 FOR PLANTING SCHEDULE AND ADDITIONAL DETAILS. 1/L2.5 R-4192109TED-40-4192LUA:21-000167PR:20-000097C:21-004289147 R-4192113 114 CURRENT PLANNING Name [Date]Alex Morganroth, 4/12/22 DEVELOPMENT ENGINEERING msippo 04/13/2022 J T R 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 44 4 MATCH TO SHEET L2.1MATCH TO SHEET L2.3MATCH TO SHEET 1/L2.5MATCH TO SHEET L2.1GENERAL PLANTING NOTES: EXISTING TREE PROTECTION NOTES: IN COMPLIANCE WITH CITY OF RENTON STANDARDS ANDR E W J RASMU S SENNO.739EXP.6 /2 6 /2023STATE O F W ASHIN GTONLANDS CAPE A R C H ITECT0' SCALE:N80'40'20'10' 1"=20'-0" NEW ELEMENTARY SCHOOL #16 CHELAN AVE NE RENTON, WA 98059 PLANTING PLAN ENLARGEMENT R-4192110TED-40-4192LUA:21-000167PR:20-000097C:21-004289147 R-4192114 115 DEVELOPMENT ENGINEERING msippo 04/13/2022 44444444 4 4 4 4 44MATCH TO SHEET L2.2MATCH TO SHEET L2.4IN COMPLIANCE WITH CITY OF RENTON STANDARDS ANDR E W J RASMU S SENNO.739EXP.6 /2 6 /2023STATE O F W ASHIN GTONLANDS CAPE A R C H ITECT0' SCALE:N80'40'20'10' 1"=20'-0" NEW ELEMENTARY SCHOOL #16 CHELAN AVE NE RENTON, WA 98059 PLANTING PLAN ENLARGEMENT R-4192111TED-40-4192LUA:21-000167PR:20-000097C:21-004289147 R-4192115 116 DEVELOPMENT ENGINEERING msippo 04/13/2022 T R T R 4444444444 MATCH TO SHEET L2.3MATCH TO SHEET L2.5MATCH TO SHEET L2.1MATCH TO SHEET L2.3IN COMPLIANCE WITH CITY OF RENTON STANDARDS ANDR E W J RASMU S SENNO.739EXP.6 /2 6 /2023STATE O F W ASHIN GTONLANDS CAPE A R C H ITECT0' SCALE:N80'40'20'10' 1"=20'-0" NEW ELEMENTARY SCHOOL #16 CHELAN AVE NE RENTON, WA 98059 PLANTING PLAN ENLARGEMENT R-4192112TED-40-4192LUA:21-000167PR:20-000097C:21-004289147 R-4192116 117 DEVELOPMENT ENGINEERING msippo 04/13/2022 44444444 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4444MATCH TO SHEET L2.2MATCH TO SHEET L2.4IN COMPLIANCE WITH CITY OF RENTON STANDARDS ANDR E W J RASMU S SENNO.739EXP.6 /2 6 /2023STATE O F W ASHIN GTONLANDS CAPE A R C H ITECT0' SCALE:N80'40'20'10' 1"=20'-0" NEW ELEMENTARY SCHOOL #16 CHELAN AVE NE RENTON, WA 98059 PLANTING PLAN ENLARGEMENT R-4192113TED-40-4192LUA:21-000167PR:20-000097C:21-004289147 R-4192117 118 DEVELOPMENT ENGINEERING msippo 04/13/2022 MATCH TO SHEET L2.3MATCH TO SHEET L2.5MATCH TO SHEET 1/L2.5MATCH TO SHEET L2.1IN COMPLIANCE WITH CITY OF RENTON STANDARDS ANDR E W J RASMU S SENNO.739EXP.6 /2 6 /2023STATE O F W ASHIN GTONLANDS CAPE A R C H ITECT0' SCALE:N80'40'20'10' 1"=20'-0" NEW ELEMENTARY SCHOOL #16 CHELAN AVE NE RENTON, WA 98059 PLANTING PLAN ENLARGEMENT OFFSITE WORK1 R-4192114TED-40-4192LUA:21-000167PR:20-000097C:21-004289147 R-4192118 119 DEVELOPMENT ENGINEERING msippo 04/13/2022 PLANT SCHEDULE IN COMPLIANCE WITH CITY OF RENTON STANDARDS ANDR E W J RASMU S SENNO.739EXP.6 /2 6 /2023STATE O F W ASHIN GTONLANDS CAPE A R C H ITECTNEW ELEMENTARY SCHOOL #16 CHELAN AVE NE RENTON, WA 98059 PLANTING SCHEDULE R-4192115TED-40-4192LUA:21-000167PR:20-000097C:21-004289147 R-4192119 120 CURRENT PLANNING Name [Date]Alex Morganroth, 4/12/22 DEVELOPMENT ENGINEERING msippo 04/13/2022 PLANT SCHEDULE IN COMPLIANCE WITH CITY OF RENTON STANDARDS ANDR E W J RASMU S SENNO.739EXP.6 /2 6 /2023STATE O F W ASHIN GTONLANDS CAPE A R C H ITECTNEW ELEMENTARY SCHOOL #16 CHELAN AVE NE RENTON, WA 98059 PLANTING SCHEDULE AND DETAILS NTS CONIFEROUS TREE PLANTINGA NTS DECIDUOUS TREE PLANTINGB GROUNDCOVER PLANTING NTSD SHRUB PLANTING NTSC CONTINUED FROM PREVIOUS SHEET R-4192116TED-40-4192LUA:21-000167PR:20-000097C:21-004289147 R-4192120 121 DEVELOPMENT ENGINEERING msippo 04/13/2022 91' - 6"TR TR TR 444444 MULTI-USE FIELD BUS & FIRE ACCESS FIRE LANE HARD SURFACE PLAY SOFT SURFACE PLAY DROP-OFFWETLAND SERVICE COVERED PLAY MAIN ENTRY DUVALL AVE. NE CHELAN AVE. NE NE 12TH ST.EXIT ONLY CHELAN PL. NENE 10TH ST.4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4MATCH TO SHEET L3.3MATCH TO SHEET L3.5MATCH TO SHEET L3.1MATCH TO SHEET L3.3MATCH TO SHEET L3.2MATCH TO SHEET L3.44325.2 112" 4412.4 1" 4527.2 112"4135.0 112" 4230.1 112" 4635.2 112" 4741.2 112" 4838.1 112" 4931.7 112" 5030.9 112" 5125.7 112" 5247.0 112"5331.7 112" 238.6 112" 336.8 112" 545.5 112" 632.9 112" 737.5 112" 843.1 112" 5526.5 112" 5632.2 112"5748.9 112" 5844.0 112"5936.8 112" 9 23.5 112" 10 36.5 112" 11 34.9 112" 12 37.4 112" 15 41.4 112" 16 40.2 112" 17 7.82 1" 18 40.7 112" 25 34.3 112" 26 38.3 112" 27 38.0 112" 28 38.0 112" 33 37.4 112" 34 40.7 112" 35 34.6 112" 36 40.4 112" 37 38.6 112" 38 39.7 112" 39 24.4 112" 40 37.8 112" 54 20.1 112" 1 46.5 112" 4 47.9 112" 29 24.4 112"30 26.6 112" 31 54.8 112"32 27.4 112" 19 38.0 112" 20 28.5 112" 21 28.5 112" 22 21.9 112" 23 28.5 112" 24 28.5 112" 13 39.6 112" 14 19.8 1" IRRIGATION NOTES: IN COMPLIANCE WITH CITY OF RENTON STANDARDS ANDR E W J RASMU S SENNO.739EXP.6 /2 6 /2023STATE O F W ASHIN GTONLANDS CAPE A R C H ITECT0' SCALE:N200'100'50'25' 1"=50'-0" L3.1 L3.2 L3.4 L3.3 L3.5 NEW ELEMENTARY SCHOOL #16 CHELAN AVE NE RENTON, WA 98059 IRRIGATION OVERALL PLAN NOTE: 1.REFER TO L3.6 FOR IRRIGATION LEGEND. 2.REFER TO L3.1 FOR VALVE SCHEDULE 3.REFER TO L3.2 FOR BOOSTER PUMP NOTE 1/:L3.5 R-4192117TED-40-4192LUA:21-000167PR:20-000097C:21-004289147 R-4192121 122 CURRENT PLANNING Name [Date]Alex Morganroth, 4/12/22 DEVELOPMENT ENGINEERING msippo 04/13/2022 T R 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 44 4 MATCH TO SHEET L3.1MATCH TO SHEET L3.34325.2 112" 4412.4 1" 4527.2 112"4135.0 112" 4230.1 112" 4635.2 112" 4741.2 112" 4838.1 112" 4931.7 112" 5030.9 112" 5125.7 112" 5247.0 112" 5331.7 112" 5526.5 112" 32.2 37 38.6 112" 38 39.7 112" 39 24.4 112" 40 37.8 112" 54 20.1 112"MATCH TO SHEET 1/L3.5MATCH TO SHEET L3.1VALVE SCHEDULE IN COMPLIANCE WITH CITY OF RENTON STANDARDS ANDR E W J RASMU S SENNO.739EXP.6 /2 6 /2023STATE O F W ASHIN GTONLANDS CAPE A R C H ITECT0' SCALE:N80'40'20'10' 1"=20'-0" NEW ELEMENTARY SCHOOL #16 CHELAN AVE NE RENTON, WA 98059 IRRIGATION PLAN ENLARGEMENT R-4192118TED-40-4192LUA:21-000167PR:20-000097C:21-004289147 R-4192122 123 DEVELOPMENT ENGINEERING msippo 04/13/2022 44444444 4 4 4 4 44MATCH TO SHEET L3.2MATCH TO SHEET L3.425 34.3 112" 26 38.3 112" 27 38.0 112" 28 38.0 112" 33 37.4 112" 34 40.7 112" 35 34.6 112" 36 40.4 112" 37 38.6 112" 38 39.7 112" 29 24.4 112"30 26.6 112" 31 54.8 112" 32 27.4 112" FUTURE BOOSTER PUMP NOTES: IN COMPLIANCE WITH CITY OF RENTON STANDARDS ANDR E W J RASMU S SENNO.739EXP.6 /2 6 /2023STATE O F W ASHIN GTONLANDS CAPE A R C H ITECT0' SCALE:N80'40'20'10' 1"=20'-0" NEW ELEMENTARY SCHOOL #16 CHELAN AVE NE RENTON, WA 98059 IRRIGATION PLAN ENLARGEMENT R-4192119TED-40-4192LUA:21-000167PR:20-000097C:21-004289147 R-4192123 124 DEVELOPMENT ENGINEERING msippo 04/13/2022 91' - 6"T R T R 4444444444 R MATCH TO SHEET L3.3MATCH TO SHEET L3.5MATCH TO SHEET L3.1MATCH TO SHEET L3.3238.6 112" 336.8 112" 545.5 112" 632.9 112" 737.5 112" 43.1 5632.2 112"5748.9 112" 5844.0 112" 5936.8 112" 1 46.5 112" 4 47.9 112" POINT OF CONNECTION WIRELESS RAIN SENSOR CONTROLLER BOOSTER PUMP 22 21.9 112" 23 28.5 112" 24 28.5 112" IN COMPLIANCE WITH CITY OF RENTON STANDARDS ANDR E W J RASMU S SENNO.739EXP.6 /2 6 /2023STATE O F W ASHIN GTONLANDS CAPE A R C H ITECT0' SCALE:N80'40'20'10' 1"=20'-0" NEW ELEMENTARY SCHOOL #16 CHELAN AVE NE RENTON, WA 98059 IRRIGATION PLAN ENLARGEMENT R-4192120TED-40-4192LUA:21-000167PR:20-000097C:21-004289147 R-4192124 125 DEVELOPMENT ENGINEERING msippo 04/13/2022 4444444MULTI-USE 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4444MATCH TO SHEET L3.2MATCH TO SHEET L3.415 41.4 112" 16 40.2 112" 17 7.82 1" 18 40.7 112" 19 38.0 112" 20 28.5 112" 21 28.5 112" IN COMPLIANCE WITH CITY OF RENTON STANDARDS ANDR E W J RASMU S SENNO.739EXP.6 /2 6 /2023STATE O F W ASHIN GTONLANDS CAPE A R C H ITECT0' SCALE:N80'40'20'10' 1"=20'-0" NEW ELEMENTARY SCHOOL #16 CHELAN AVE NE RENTON, WA 98059 IRRIGATION PLAN ENLARGEMENT R-4192121TED-40-4192LUA:21-000167PR:20-000097C:21-004289147 R-4192125 126 DEVELOPMENT ENGINEERING msippo 04/13/2022 MATCH TO SHEET L3.3MATCH TO SHEET L3.5843.1 112" 9 23.5 112" 10 36.5 112" 11 34.9 112" 12 37.4 112" 13 39.6 112" 14 19.8 1"MATCH TO SHEET 1/L3.5MATCH TO SHEET L3.1IN COMPLIANCE WITH CITY OF RENTON STANDARDS ANDR E W J RASMU S SENNO.739EXP.6 /2 6 /2023STATE O F W ASHIN GTONLANDS CAPE A R C H ITECT0' SCALE:N80'40'20'10' 1"=20'-0" NEW ELEMENTARY SCHOOL #16 CHELAN AVE NE RENTON, WA 98059 IRRIGATION PLAN ENLARGEMENT OFFSITE WORK1 R-4192122TED-40-4192LUA:21-000167PR:20-000097C:21-004289147 R-4192126 127 DEVELOPMENT ENGINEERING msippo 04/13/2022 IRRIGATION LEGEND DESCRIPTION-REMARKSSYMBOLITEMMANUFACTURER / CAT NO. R POINT OF CONNECTION DESCRIPTION-REMARKSSYMBOLITEMMANUFACTURER / CAT NO. IN COMPLIANCE WITH CITY OF RENTON STANDARDS ANDR E W J RASMU S SENNO.739EXP.6 /2 6 /2023STATE O F W ASHIN GTONLANDS CAPE A R C H ITECT0' SCALE:N80'40'20'10' 1"=20'-0" NEW ELEMENTARY SCHOOL #16 CHELAN AVE NE RENTON, WA 98059 IRRIGATION LEGEND R-4192123TED-40-4192LUA:21-000167PR:20-000097C:21-004289147 R-4192127 128 DEVELOPMENT ENGINEERING msippo 04/13/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ANDR E W J RASMU S SENNO.739EXP.6 /2 6 /2023STATE O F W ASHIN GTONLANDS CAPE A R C H ITECTNEW ELEMENTARY SCHOOL #16 CHELAN AVE NE RENTON, WA 98059 IRRIGATION DETAILS Scale: 3/4"=1'-0" IRRIGATION CONTROLLER (INTERIOR WALL MOUNT)B Scale: 1 1/2"=1'-0" ISOLATION / SHUT-OFF VALVEC Scale: 1 1/2"=1'-0" MANUAL DRAIN VALVED Scale: 1 1/2"=1'-0" POINT OF CONNECTION (WITH ABOVE GRADE BACKFLOW)A R-4192124TED-40-4192LUA:21-000167PR:20-000097C:21-004289147 R-4192128 129 DEVELOPMENT ENGINEERING msippo 04/13/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ANDR E W J RASMU S SENNO.739EXP.6 /2 6 /2023STATE O F W ASHIN GTONLANDS CAPE A R C H ITECTNEW ELEMENTARY SCHOOL #16 CHELAN AVE NE RENTON, WA 98059 IRRIGATION DETAILS Scale: 1 1/2"=1'-0" QUICK COUPLER VALVEA Scale: 1 1/2"=1'-0" REMOTE CONTROL VALVE - WITH SHUT-OFFB Scale: 3"=1'-0" LARGE ROTOR IRRIGATION HEADE Scale: 3"=1'-0" IRRIGATION HEADFScale: 1 1/2"=1'-0" PIPE TRENCHING AND BACKFILLD NTS THRUST BLOCKINGE R-4192125TED-40-4192LUA:21-000167PR:20-000097C:21-004289147 R-4192129 130 DEVELOPMENT ENGINEERING msippo 04/13/2022 91' - 6"IN COMPLIANCE WITH CITY OF RENTON STANDARDS ANDR E W J RASMU S SENNO.739EXP.6 /2 6 /2023STATE O F W ASHIN GTONLANDS CAPE A R C H ITECTNEW ELEMENTARY SCHOOL #16 CHELAN AVE NE RENTON, WA 98059 IRRIGATION DETAILS Scale: 1"=1'-0" BOOSTER PUMP (RAIN BIRD CLP)B POC ENLARGEMENTDScale: 1 1/2"=1'-0" FLOW SENSORC Scale: 1 1/2"=1'-0" BOOSTER PUMP AT POCA R-4192126TED-40-4192LUA:21-000167PR:20-000097C:21-004289147 R-4192130 131 DEVELOPMENT ENGINEERING msippo 04/13/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDSANDREWJRASMUSSENNO.739EXP.6/26/2023 STATEOFWASHINGTONLANDSCAPEARCHITECT NEW ELEMENTARY SCHOOL #16CHELAN AVE NERENTON, WA 98059DETAILS 4'-6' HT. CHAIN LINK FENCE1 SINGLE CHAIN LINK GATE2 DOUBLE SWING CHAIN LINK GATE3FLAG POLE4" BIKE RACK5CONCRETE MAINTENANCE STRIP6R-4192127TED-40-4192 LUA:21-000167PR:20-000097C:21-004289147R-4192131132DEVELOPMENT ENGINEERINGmsippo 04/13/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDSANDREWJRASMUSSENNO.739EXP.6/26/2023 STATEOFWASHINGTONLANDSCAPEARCHITECT NEW ELEMENTARY SCHOOL #16CHELAN AVE NERENTON, WA 98059DETAILSHASP ENLARGEMENTPIPE GATE SUPPORT POSTVEHICULAR PIPE GATE1PIPE GATE HOLD OPEN2CONCRETE SEAT WALL3R-4192128TED-40-4192 LUA:21-000167PR:20-000097C:21-004289147R-4192132133DEVELOPMENT ENGINEERINGmsippo 04/13/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDSANDREWJRASMUSSENNO.739EXP.6/26/2023 STATEOFWASHINGTONLANDSCAPEARCHITECT NEW ELEMENTARY SCHOOL #16CHELAN AVE NERENTON, WA 98059DETAILS3-RAIL WOOD FENCE WITH CHAIN LINK FABRIC1SINGLE SWING 3-RAIL WOOD GATE WITH C.L. FABRIC2DOUBLE SWING 3-RAIL WOOD GATE WITH CHAIN LINK FABRIC3TACTILE PAVING4FIXED BOLLARD5ACCENT PAVING6R-4192129TED-40-4192 LUA:21-000167PR:20-000097C:21-004289147R-4192133134DEVELOPMENT ENGINEERINGmsippo 04/13/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDSANDREWJRASMUSSENNO.739EXP.6/26/2023 STATEOFWASHINGTONLANDSCAPEARCHITECT NEW ELEMENTARY SCHOOL #16CHELAN AVE NERENTON, WA 98059DETAILSRAMP CROSS SECTION1ACCESSIBLE RAMP2® POROUS GRASS PAVEMENT SYSTEM3CONCRETE CURB WALL4R-4192130TED-40-4192 LUA:21-000167PR:20-000097C:21-004289147R-4192134135DEVELOPMENT ENGINEERINGmsippo 04/13/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDSANDREWJRASMUSSENNO.739EXP.6/26/2023 STATEOFWASHINGTONLANDSCAPEARCHITECT NEW ELEMENTARY SCHOOL #16CHELAN AVE NERENTON, WA 98059DETAILSTETHERBALL1SEAT BOULDER2WORLD MAP AND MAP OF THE UNITED STATES3COMPACT SUBGRADE TO 95% TYP.SALVAGED LOG4HOPSCOTCH5R-4192131TED-40-4192 LUA:21-000167PR:20-000097C:21-004289147R-4192135136DEVELOPMENT ENGINEERINGmsippo 04/13/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDSANDREWJRASMUSSENNO.739EXP.6/26/2023 STATEOFWASHINGTONLANDSCAPEARCHITECT NEW ELEMENTARY SCHOOL #16CHELAN AVE NERENTON, WA 98059DETAILSFOUR SQUARE STRIPING1WOOD CHIP PATHWAY2GRAVEL PAVING3SYNTHETIC TURF4SYNTHETIC TURF EDGE ANCHOR5R-4192132TED-40-4192 LUA:21-000167PR:20-000097C:21-004289147R-4192136137DEVELOPMENT ENGINEERINGmsippo 04/13/2022 IN COMPLIANCE WITH CITY OF RENTON STANDARDSANDREWJRASMUSSENNO.739EXP.6/26/2023 STATEOFWASHINGTONLANDSCAPEARCHITECT NEW ELEMENTARY SCHOOL #16CHELAN AVE NERENTON, WA 98059DETAILSFULL-COURT BASKETBALL1BASKETBALL KEY STRIPING2BASKTEBALL HOOP3TRASH & RECYCLING RECEPTACLE4R-4192133TED-40-4192 LUA:21-000167PR:20-000097C:21-004289147R-4192137138DEVELOPMENT ENGINEERINGmsippo 04/13/2022 TED-40-4192 LUA:21-000167PR:20-000097C:21-004289147R-4192138139DEVELOPMENT ENGINEERINGmsippo 04/13/2022 4444444444444444 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4444POINT OF CONNECTION TO STORM SYSTEM SHOWN ON CIVIL DRAWINGS CO CONTRACTOR TO COORDINATE LATERAL LINE LOCATIONS WITH PLAY EQUIPMENT FOOTINGS AND MAINTAIN APPROXIMATE SPACING OF LATERALS AS SHOWN.0.5%429.30 FG 428.00 FG 427.73 FG 427.46 FG 427.19 FG 426.92 FG 426.65 FG 426.38 FG 426.11 FG 425.84 FG 425.57 FG 425.30 FG 425.03 FG 424.76 FG 428.27 FG428.54 FG428.81 FG429.08 FG 427.31 IE 427.04 IE 426.77 IE 426.50 IE 426.23 IE 425.96 IE 425.69 IE 425.42 IE 425.15 IE 424.88 IE 427.58 IE 424.61 IE 424.34 IE 424.07 IE 423.80 IE 423.53 IE 423.53 IE 429.08 FG 428.81 FG 428.54 FG 428.27 FG 428.00 FG 427.73 FG 427.46 FG 427.19 FG 426.92 FG 426.65 FG 426.38 FG 426.11 FG 425.84 FG 425.57 FG 425.30 FG 427.58 IE 427.31 IE 427.04 IE 426.77 IE 426.50 IE 426.23 IE 425.96 IE 425.69 IE 425.42 IE 425.15 IE 424.88 IE 424.61 IE 424.34 IE 424.07 IE 423.80 IE 424.53 IE 424.31 IE 423.86 IE 424.08 IE 423.64 IE 424.75 IE 424.97 IE 425.20 IE 423.58 IE 423.79 IE 423.99 IE 424.19 IE 424.39 IE 424.64 IE 424.95 IE 425.26 IE 423.26 IE 427.53 IE 427.16 IE 426.78 IE 426.40 IE 426.03 IE 425.71 IE 425.46 IE 426.53 CIE 426.25 CIE 425.97 CIE 425.69 CIE 425.41 CIE 425.13 CIE 424.85 CIE 424.57 CIE 427.53 IE 427.21 IE 426.89 IE 426.57 IE 426.26 IE 425.94 IE 425.62 IE 1.8% 0. 5% T YP . 0 . 5% T YP . 0. 5% T YP . 0. 5% T YP . LATERAL TO STORM SYSTEM ROCK LAYER LATERAL PIPE AT FIELD, TYP. CLEAN OUT, FLUSH WITH PAVING TYP. CO 426.71 CIE TIE LATERALS INTO STORM CHAMBER SYSTEM 12" ROCK LAYER SHOWN ON CIVIL DRAINAGE PLANS, TYP.. TOP OF FOUNDATION STONE 423.25 TOP OF CHAMBER 422.50 REFER TO CIVIL GRADING SHEET C2.4 TI E CO L LEC TOR IN TO S TORM CHAM B ER S YS TEM 1 2 " ROCK L A Y ER SHOW N ONCIV I L DRA INAG E P L AN S 15', TYP.0.5%429.30 FG 427.30 IE 429.30 FG 427.30 IE 427.30 IE 429.72 FG429.74 FG 427.74 IE 427.72 IE 429.24 FG 427.14 IE 427.60 IE 427.24 IE 427.35 IE 427.04 IE 426.93 CIE 426.63 CIE 1.0%0.5% 0.5% SUBDRAINAGE LEGEND SYMBOL POINT OF CONNECTION TO STORM ROCK LAYER LATERAL LINE - SEE SPECIFICATIONS FOR SIZE, TYPE, AND DETAIL 1.DO NOT SCALE DRAWINGS. 2.THIS SHEET CONTAINS FIELD SUBDRAINAGE INFORMATION ONLY. FOR SURFACE GRADING AND STORM DRAINAGE INFORMATION SEE CIVIL DRAWINGS. 3.VERIFY LOCATION OF ALL OVERHEAD AND UNDERGROUND UTILITIES BEFORE BEGINNING WORK. 4.DRAINLINE LENGTHS AND LOCATION ARE APPROXIMATE. STAKE LOCATIONS IN THE FIELD AND ADJUST AS NECESSARY OR AS DIRECTED BY THE LANDSCAPE ARCHITECT. COORDINATE DRAIN LINES WITH PLAY EQUIPMENT FOOTING. 5.NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND IN PLANS OR DEVIATIONS FROM ASSUMED ON-SITE CONDITIONS. FAILURE TO NOTIFY THE LANDSCAPE ARCHITECT IN A TIMELY MANNER SHALL RESULT IN CONTRACTOR TAKING RESPONSIBILITY FOR ANY AND ALL REMEDIAL MEASURES REQUIRED. 6.REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. SUBDRAINAGE NOTES CO IE CIE LATERAL LINE INVERT ELEVATION COLLECTOR INVERT ELEVATION FINISH GRADE PER CIVIL DRAWINGS CLEAN OUT 8" COLLECTOR TIGHT LINE DESCRIPTION 0' SCALE: N 120'60'30'15' 1"=30'-0" IN COMPLIANCE WITH CITY OF RENTON STANDARDS ANDR E W J RASMU S SENNO.739EXP.6 /2 6 /2023STATE O F W ASHIN GTONLANDS CAPE A R C H ITECTNEW ELEMENTARY SCHOOL #16 CHELAN AVE NE RENTON, WA 98059 SUBDRAINAGE PLAN PERFORATED LATERAL PIPE1 LATERAL TO STORM SYSTEM ROCK LAYER2 Scale: 1"=1'-0" CLEAN OUT4Scale: 1 1/2"=1'-0" TIGHTLINE COLLECTOR PIPE3 R-4192135TED-40-4192LUA:21-000167PR:20-000097C:21-004289147 R-4192139 140 DEVELOPMENT ENGINEERING msippo 04/13/2022 PARCEL BOUNDARYSTANDARD WETLAND BUFFER (100')15' CRITICAL AREA SETBACKDELINEATED WETLANDPARCEL B OF LOT 3PARCEL B-1 OF LOT 7PARCEL B OF LOT 13100'50'15'VICINITY MAPSSHEET INDEXW1EXISTING CONDITIONSW2IMPACTS AND MITIGATIONW3SITE PREPARATION PLANW4PLANTING PLAN AND PLANT SCHEDULEW5PLANT INSTALLATION DETAILS AND NOTESW6 MITIGATION DETAILSW7MITIGATION NOTESNOTES1.CRITICAL AREAS DELINEATED BY THEWATERSHED COMPANY SEPTEMBER 2019.2.SURVEY DATED OCTOBER 2019 RECEIVEDFROM TERRANE LAND SURVEYING.EXISTING CONDITIONS240'60'30'0'120'LEGENDSCALE 1:60WETLAND BCATEGORY IVTO BE FILLED50' STANDARD BUFFER100' STANDARD BUFFER15' CRITICAL AREA SETBACKPROJECTLOCATIONCHELANAVE NEWETLAND CCATEGORY IIIW1EXISTING CONDITIONSIN COMPLIANCE WITH CITY OF RENTON STANDARDSTHEWATERSHEDCOMPANYPR:A-NNNNNNNNEW ELEMENTARY SCHOOL NO.16 C:LUA: NEW ELEMENTARY SCHOOL NO.16 NEW ELEMENTARY SCHOOL NO.16DUVALL AVENUE NE, RENTON, WA 98059AAANNNNNNNSTATE OF WASHINGTONLICENSED LANDSCAPE ARCHITECTNO.20114156 EXP.08/06/22 GRAYSON DURANT MORRISIN COMPLIANCE WITH CITY OF RENTON STANDARDSTHEWATERSHEDCOMPANYPR:A-NNNNNNNNEW ELEMENTARY SCHOOL NO.16 C:LUA: NEW ELEMENTARY SCHOOL NO.16 NEW ELEMENTARY SCHOOL NO.16DUVALL AVENUE NE, RENTON, WA 98059AAANNNNNNNSTATE OF WASHINGTONLICENSED LANDSCAPE ARCHITECTNO.20114156 EXP.08/06/22 GRAYSON DURANT MORRISLUA:21-000167PR:20-000097C:21-004289 TED-40-4192 147R-4192140141DEVELOPMENT ENGINEERINGmsippo 04/13/2022 100'15'PARCEL BOUNDARYSTANDARD WETLAND BUFFER (100')PROPOSED TEMPORARY IMPACTS (3,344 SF)BUFFER ENHANCEMENT (102,040 SF)SILT FENCE15' CRITICAL AREA SETBACKPROPOSED LARGE WOODY DEBRIS, TYP. (18 TOTAL)SPLIT RAIL FENCE WITH CRITICAL AREA SIGN(50' O.C.) , TYP.CRITICAL AREA SIGN ON POST (50' O.C.) , TYP.IMPACTS AND MITIGATION240'60'30'0'120'SCALE 1:60STORMWATER OUTFALL, TYP.100' STANDARD BUFFER15' CRITICAL AREA SETBACKWETLAND CCATEGORY IIIW2IMPACTS AND MITIGATION2W61W6REMOVE IVY FROM TREE (#161) ANDPROTECT CRITICAL ROOT ZONE TO THEGREATEST EXENT POSSIBLE. IVY SHALL BEREMOVED FROM LOWER 5-7 FT OF TRUNKBY HAND.VIEW EXTENT OF BUFFER ENHANCEMENT,SEE SHEETS W3 AND W4IN COMPLIANCE WITH CITY OF RENTON STANDARDSTHEWATERSHEDCOMPANYPR:A-NNNNNNNNEW ELEMENTARY SCHOOL NO.16 C:LUA: NEW ELEMENTARY SCHOOL NO.16 NEW ELEMENTARY SCHOOL NO.16DUVALL AVENUE NE, RENTON, WA 98059AAANNNNNNNSTATE OF WASHINGTONLICENSED LANDSCAPE ARCHITECTNO.20114156 EXP.08/06/22 GRAYSON DURANT MORRISNOTES1.LWD LOCATIONS ARE APPROXIMATE. PRIOR TOPLACEMENT OF LWD, RESTORATION PROFESSIONALSHALL MARK PROPOSED LOCATIONS FOR LWD IN THEFIELD.LEGEND3W6IN COMPLIANCE WITH CITY OF RENTON STANDARDSTHEWATERSHEDCOMPANYPR:A-NNNNNNNNEW ELEMENTARY SCHOOL NO.16 C:LUA: NEW ELEMENTARY SCHOOL NO.16 NEW ELEMENTARY SCHOOL NO.16DUVALL AVENUE NE, RENTON, WA 98059AAANNNNNNNSTATE OF WASHINGTONLICENSED LANDSCAPE ARCHITECTNO.20114156 EXP.08/06/22 GRAYSON DURANT MORRISLUA:21-000167PR:20-000097C:21-004289 TED-40-4192 147R-4192141142DEVELOPMENT ENGINEERINGmsippo 04/13/2022 STEP 1STEP 2STEP 3PLANTING AREA PREPARATIONSTEP 1CUT OR MOW ABOVE GROUND INVASIVEPLANT MATERIAL. REMOVE CLIPPINGSOFFSITE.STEP 2INSTALL WOOD CHIP MULCH 3" DEEP.(SEE PLANTING DETAIL.)STEP 3INSTALL PLANTS. (SEE PLANTING DETAIL.)3" WOODCHIPMULCHEXISTINGCUT ORMOW3"PARCEL BOUNDARYSTANDARD WETLAND BUFFER (100')15' CRITICAL AREA SETBACKPROPOSED LARGE WOODY DEBRIS, TYP. (18 TOTAL)SPLIT RAIL FENCE WITH CRITICAL AREA SIGN(50' O.C.) , TYP.CRITICAL AREA SIGN ON POST (50' O.C.) , TYP.SOIL PREPARATION AREA AW3SITE PREPARATION PLANScale: NTSSOIL PREPARATION AREA A1NOTES1.IN LOCATIONS WHERE STRUCTURES WERE REMOVED,AMEND THE MINERAL SOIL WITH COMPOST. PLACE 2INCHES OF COMPOST AND INCORPORATE TO A DEPTHOF 8 INCHES.LEGENDSITE PREPARATION PLAN120'30'15'0'60'SCALE 1:30WETLAND CCATEGORY III100' STANDARD BUFFER15' CRITICAL AREA SETBACKIN COMPLIANCE WITH CITY OF RENTON STANDARDSTHEWATERSHEDCOMPANYPR:A-NNNNNNNNEW ELEMENTARY SCHOOL NO.16 C:LUA: NEW ELEMENTARY SCHOOL NO.16 NEW ELEMENTARY SCHOOL NO.16DUVALL AVENUE NE, RENTON, WA 98059AAANNNNNNNSTATE OF WASHINGTONLICENSED LANDSCAPE ARCHITECTNO.20114156 EXP.08/06/22 GRAYSON DURANT MORRIS2W61W63W61W3IN COMPLIANCE WITH CITY OF RENTON STANDARDSTHEWATERSHEDCOMPANYPR:A-NNNNNNNNEW ELEMENTARY SCHOOL NO.16 C:LUA: NEW ELEMENTARY SCHOOL NO.16 NEW ELEMENTARY SCHOOL NO.16DUVALL AVENUE NE, RENTON, WA 98059AAANNNNNNNSTATE OF WASHINGTONLICENSED LANDSCAPE ARCHITECTNO.20114156 EXP.08/06/22 GRAYSON DURANT MORRISLUA:21-000167PR:20-000097C:21-004289 TED-40-4192 147R-4192142143DEVELOPMENT ENGINEERINGmsippo 04/13/2022 PARCEL BOUNDARYSTANDARD WETLAND BUFFER (100')15' CRITCAL AREA SETBACKPROPOSED LARGE WOODY DEBRIS, TYP. (18 TOTAL)BUFFER PLANTING MIX ABUFFER PLANTING MIX BSPLIT RAIL FENCE WITH CRITICAL AREA SIGN(50' O.C.) , TYP.CRITICAL AREA SIGN ON POST (50' O.C.) , TYP.PLANTING PLAN AND PLANT SCHEDULESCALE 1:30100' STANDARD BUFFER15' CRITICAL AREA SETBACKWETLAND CCATEGORY IIIW4PLANTING PLAN AND PLANT SCHEDULELEGENDPLANT SCHEDULE BY PLANTING AREAA74,108 SFB217,943 SFA56,864 SFB130,581 SFA62,231 SFA91,272 SFA81,855 SFA101,213 SFA22,246 SFA116,137 SFA120,138 SFA32,865 SFA48,991 SF120'30'15'0'60'IN COMPLIANCE WITH CITY OF RENTON STANDARDSTHEWATERSHEDCOMPANYPR:A-NNNNNNNNEW ELEMENTARY SCHOOL NO.16 C:LUA: NEW ELEMENTARY SCHOOL NO.16 NEW ELEMENTARY SCHOOL NO.16DUVALL AVENUE NE, RENTON, WA 98059AAANNNNNNNSTATE OF WASHINGTONLICENSED LANDSCAPE ARCHITECTNO.20114156 EXP.08/06/22 GRAYSON DURANT MORRIS2W61W63W6IN COMPLIANCE WITH CITY OF RENTON STANDARDSTHEWATERSHEDCOMPANYPR:A-NNNNNNNNEW ELEMENTARY SCHOOL NO.16 C:LUA: NEW ELEMENTARY SCHOOL NO.16 NEW ELEMENTARY SCHOOL NO.16DUVALL AVENUE NE, RENTON, WA 98059AAANNNNNNNSTATE OF WASHINGTONLICENSED LANDSCAPE ARCHITECTNO.20114156 EXP.08/06/22 GRAYSON DURANT MORRISLUA:21-000167PR:20-000097C:21-004289 TED-40-4192 147R-4192143144DEVELOPMENT ENGINEERINGmsippo 04/13/2022 W5PLANT INSTALLATION DETAILS AND NOTESGENERAL NOTESQUALITY ASSURANCE1. PLANTS SHALL MEET OR EXCEED THE SPECIFICATIONS OFFEDERAL, STATE, AND LOCAL LAWS REQUIRING INSPECTION FORPLANT DISEASE AND INSECT CONTROL.2. PLANTS SHALL BE HEALTHY, VIGOROUS, AND WELL-FORMED,WITH WELL DEVELOPED, FIBROUS ROOT SYSTEMS, FREE FROMDEAD BRANCHES OR ROOTS. PLANTS SHALL BE FREE FROMDAMAGE CAUSED BY TEMPERATURE EXTREMES, LACK OREXCESS OF MOISTURE, INSECTS, DISEASE, AND MECHANICALINJURY. PLANTS IN LEAF SHALL BE WELL FOLIATED AND OFGOOD COLOR. PLANTS SHALL BE HABITUATED TO THE OUTDOORENVIRONMENTAL CONDITIONS INTO WHICH THEY WILL BEPLANTED (HARDENED-OFF).3. TREES WITH DAMAGED, CROOKED, MULTIPLE OR BROKENLEADERS WILL BE REJECTED. WOODY PLANTS WITH ABRASIONSOF THE BARK OR SUN SCALD WILL BE REJECTED.4. NOMENCLATURE: PLANT NAMES SHALL CONFORM TO FLORA OFTHE PACIFIC NORTHWEST BY HITCHCOCK AND CRONQUIST,UNIVERSITY OF WASHINGTON PRESS, 1973 AND/OR TO A FIELDGUIDE TO THE COMMON WETLAND PLANTS OF WESTERNWASHINGTON & NORTHWESTERN OREGON, ED. SARAH SPEARCOOKE, SEATTLE AUDUBON SOCIETY, 1997.DEFINITIONS1.PLANTS/PLANT MATERIALS. PLANTS AND PLANT MATERIALSSHALL INCLUDE ANY LIVE PLANT MATERIAL USED ON THEPROJECT. THIS INCLUDES BUT IS NOT LIMITED TO CONTAINERGROWN, B&B OR BAREROOT PLANTS; LIVE STAKES ANDFASCINES (WATTLES); TUBERS, CORMS, BULBS, ETC..; SPRIGS,PLUGS, AND LINERS.2.CONTAINER GROWN. CONTAINER GROWN PLANTS ARE THOSEWHOSE ROOTBALLS ARE ENCLOSED IN A POT OR BAG IN WHICHTHAT PLANT GREW.SUBSTITUTIONS1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN SPECIFIEDMATERIALS IN ADVANCE IF SPECIAL GROWING, MARKETING OROTHER ARRANGEMENTS MUST BE MADE IN ORDER TO SUPPLYSPECIFIED MATERIALS.2. SUBSTITUTION OF PLANT MATERIALS NOT ON THE PROJECT LISTWILL NOT BE PERMITTED UNLESS AUTHORIZED IN WRITING BYTHE RESTORATION CONSULTANT.3. IF PROOF IS SUBMITTED THAT ANY PLANT MATERIAL SPECIFIED ISNOT OBTAINABLE, A PROPOSAL WILL BE CONSIDERED FOR USEOF THE NEAREST EQUIVALENT SIZE OR ALTERNATIVE SPECIES,WITH CORRESPONDING ADJUSTMENT OF CONTRACT PRICE.4. SUCH PROOF WILL BE SUBSTANTIATED AND SUBMITTED INWRITING TO THE CONSULTANT AT LEAST 30 DAYS PRIOR TOSTART OF WORK UNDER THIS SECTION.INSPECTION1. PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL BYTHE RESTORATION CONSULTANT FOR CONFORMANCE TOSPECIFICATIONS, EITHER AT TIME OF DELIVERY ON-SITE OR ATTHE GROWER'S NURSERY. APPROVAL OF PLANT MATERIALS ATANY TIME SHALL NOT IMPAIR THE SUBSEQUENT RIGHT OFINSPECTION AND REJECTION DURING PROGRESS OF THE WORK.2. PLANTS INSPECTED ON SITE AND REJECTED FOR NOT MEETINGSPECIFICATIONS MUST BE REMOVED IMMEDIATELY FROM SITEOR RED-TAGGED AND REMOVED AS SOON AS POSSIBLE.3. THE RESTORATION CONSULTANT MAY ELECT TO INSPECT PLANTMATERIALS AT THE PLACE OF GROWTH. AFTER INSPECTION ANDACCEPTANCE, THE RESTORATION CONSULTANT MAY REQUIRETHE INSPECTED PLANTS BE LABELED AND RESERVED FORPROJECT. SUBSTITUTION OF THESE PLANTS WITH OTHERINDIVIDUALS, EVEN OF THE SAME SPECIES AND SIZE, ISUNACCEPTABLE.MEASUREMENT OF PLANTS1. PLANTS SHALL CONFORM TO SIZES SPECIFIED UNLESSSUBSTITUTIONS ARE MADE AS OUTLINED IN THIS CONTRACT.2. HEIGHT AND SPREAD DIMENSIONS SPECIFIED REFER TO MAINBODY OF PLANT AND NOT BRANCH OR ROOT TIP TO TIP. PLANTDIMENSIONS SHALL BE MEASURED WHEN THEIR BRANCHES ORROOTS ARE IN THEIR NORMAL POSITION.3. WHERE A RANGE OF SIZE IS GIVEN, NO PLANT SHALL BE LESSTHAN THE MINIMUM SIZE AND AT LEAST 50% OF THE PLANTSSHALL BE AS LARGE AS THE MEDIAN OF THE SIZE RANGE.(EXAMPLE: IF THE SIZE RANGE IS 12" TO 18", AT LEAST 50% OFPLANTS MUST BE 15" TALL.).SUBMITTALSPROPOSED PLANT SOURCES1. WITHIN 45 DAYS AFTER AWARD OF THE CONTRACT, SUBMIT ACOMPLETE LIST OF PLANT MATERIALS PROPOSED TO BEPROVIDED DEMONSTRATING CONFORMANCE WITH THEREQUIREMENTS SPECIFIED. INCLUDE THE NAMES ANDADDRESSES OF ALL GROWERS AND NURSERIES.PRODUCT CERTIFICATES1. PLANT MATERIALS LIST - SUBMIT DOCUMENTATION TOCONSULTANT AT LEAST 30 DAYS PRIOR TO START OF WORKUNDER THIS SECTION THAT PLANT MATERIALS HAVE BEENORDERED. ARRANGE PROCEDURE FOR INSPECTION OF PLANTMATERIAL WITH CONSULTANT AT TIME OF SUBMISSION.2. HAVE COPIES OF VENDOR'S OR GROWERS' INVOICES ORPACKING SLIPS FOR ALL PLANTS ON SITE DURING INSTALLATION.INVOICE OR PACKING SLIP SHOULD LIST SPECIES BY SCIENTIFICNAME, QUANTITY, AND DATE DELIVERED (AND GENETIC ORIGIN IFTHAT INFORMATION WAS PREVIOUSLY REQUESTED).DELIVERY, HANDLING, & STORAGENOTIFICATIONCONTRACTOR MUST NOTIFY CONSULTANT 48 HOURS OR MORE INADVANCE OF DELIVERIES SO THAT CONSULTANT MAY ARRANGE FORINSPECTION.PLANT MATERIALS1.TRANSPORTATION - DURING SHIPPING, PLANTS SHALL BEPACKED TO PROVIDE PROTECTION AGAINST CLIMATE EXTREMES,BREAKAGE AND DRYING. PROPER VENTILATION ANDPREVENTION OF DAMAGE TO BARK, BRANCHES, AND ROOTSYSTEMS MUST BE ENSURED.2.SCHEDULING AND STORAGE - PLANTS SHALL BE DELIVERED ASCLOSE TO PLANTING AS POSSIBLE. PLANTS IN STORAGE MUSTBE PROTECTED AGAINST ANY CONDITION THAT IS DETRIMENTALTO THEIR CONTINUED HEALTH AND VIGOR.3.HANDLING - PLANT MATERIALS SHALL NOT BE HANDLED BY THETRUNK, LIMBS, OR FOLIAGE BUT ONLY BY THE CONTAINER, BALL,BOX, OR OTHER PROTECTIVE STRUCTURE, EXCEPT BAREROOTPLANTS SHALL BE KEPT IN BUNDLES UNTIL PLANTING AND THENHANDLED CAREFULLY BY THE TRUNK OR STEM.4.LABELS - PLANTS SHALL HAVE DURABLE, LEGIBLE LABELSSTATING CORRECT SCIENTIFIC NAME AND SIZE. TEN PERCENTOF CONTAINER GROWN PLANTS IN INDIVIDUAL POTS SHALL BELABELED. PLANTS SUPPLIED IN FLATS, RACKS, BOXES, BAGS, ORBUNDLES SHALL HAVE ONE LABEL PER GROUP.WARRANTYPLANT WARRANTYPLANTS MUST BE GUARANTEED TO BE TRUE TO SCIENTIFIC NAMEAND SPECIFIED SIZE, AND TO BE HEALTHY AND CAPABLE OFVIGOROUS GROWTH.REPLACEMENT1.PLANTS NOT FOUND MEETING ALL OF THE REQUIREDCONDITIONS AT THE CONSULTANT'S DISCRETION MUST BEREMOVED FROM SITE AND REPLACED IMMEDIATELY AT THECONTRACTOR'S EXPENSE.2.PLANTS NOT SURVIVING AFTER ONE YEAR TO BE REPLACED ATTHE CONTRACTOR'S EXPENSE.PLANT MATERIALGENERAL1. PLANTS SHALL BE NURSERY GROWN IN ACCORDANCE WITHGOOD HORTICULTURAL PRACTICES UNDER CLIMATICCONDITIONS SIMILAR TO OR MORE SEVERE THAN THOSE OF THEPROJECT SITE.2. PLANTS SHALL BE TRUE TO SPECIES AND VARIETY ORSUBSPECIES. NO CULTIVARS OR NAMED VARIETIES SHALL BEUSED UNLESS SPECIFIED AS SUCH.QUANTITIESSEE PLANT LIST ON ACCOMPANYING PLANS AND PLANT SCHEDULES.ROOT TREATMENT1.CONTAINER GROWN PLANTS (INCLUDES PLUGS): PLANT ROOTBALLS MUST HOLD TOGETHER WHEN THE PLANT IS REMOVEDFROM THE POT, EXCEPT THAT A SMALL AMOUNT OF LOOSE SOILMAY BE ON THE TOP OF THE ROOTBALL.2.PLANTS MUST NOT BE ROOT-BOUND; THERE MUST BE NOCIRCLING ROOTS PRESENT IN ANY PLANT INSPECTED.3.ROOTBALLS THAT HAVE CRACKED OR BROKEN WHEN REMOVEDFROM THE CONTAINER SHALL BE REJECTED.PLANT INSTALLATION NOTES1.PLANTING PIT SHALL NOT BE LESS THAN TWO TIMES WIDTH OF ROOTBALL.2.REMOVE BURLAP AROUND ROOT BALL3.LOOSEN ROOTS OF PLANTS BEFORE PLANTING4.SOAK PLANTING PIT BEFORE AND AFTER PLANTING5.LARGE TREES AND SHRUBS MAY NEED TO BE STAKED6.INSTALL HARDWOOD CUTTINGS DURING THEIR DORMANCY. DO NOT ALLOW THEMTO DRY OUT.7.CUTTINGS SHALL BE 34" TO 1" IN DIAMETER OR APPROVED EQUIVALENT.8.INSTALL TO MIN. 2/3RDS DEPTH INTO SOIL. USE TRIANGULAR SPACING. SEEPLANTING SCHEDULE FOR SPACING.9.INSURE THAT BUDS ARE POINTING UP.10.FIRM UP SOIL AROUND INSTALLED CUTTING.11.WATER AFTER PLANTING AND BEFORE MULCHING.NOTESScale: NTSCONTAINER PLANTING12X MIN. DIA.ROOTBALLREMOVE FROM POT OR BURLAP & ROUGH-UPROOT BALL BEFORE INSTALLING. UNTANGLEAND STRAIGHTEN CIRCLING ROOTS - PRUNE IFNECESSARY. IF PLANT IS ROOT-BOUND, DONOT PLANT AND RETURN TO NURSERY FOR ANACCEPTABLE ALTERNATIVESPECIFIED MULCH LAYER, HOLD BACK MULCHFROM TRUNK/STEMSFINISH GRADEREMOVE DEBRIS AND LARGE ROCKS FROM PLANTINGPIT AND SCARIFY SIDES AND BASE. BACKFILL WITHSPECIFIED SOIL. FIRM UP SOIL AROUND PLANT.PLANT ROOT COLLAR SHOULD BE EVENWITH FINISH GRADEBACKFILL PLANTING PITPREVIOUSLY AMENDED SOIL2 X ROOTBALL WIDTHCOMPACT SOIL TO PREVENTSETTLINGSOAK PLANTING PIT,SCARIFY EDGES OFPIT, AND REMOVEDEBRISPROVIDE A FOUR-INCH DEPTH MULCH,BUT DO NOT PILE MULCH AROUNDTHE BASE OF THE TRUNK/STEM.SET TRUNK PLUMBFINISHED GRADE4"ATTACH TREE STAKES TO TRUNK WITHPLASTIC "CHAIN-LOCK" OR EQUAL HIGHDENSITY POLYETHYLINE TREE TIEMATERIAL. PROVIDE 1" OF SLACK TOACCOMODATE TREE GROWTH.PROVIDE A 2.5-3" ROUND TREE STAKEMADE OF UNTREATED LUMBER. ANGLEAGAINST PREVAILING WINDS AND DEEPENOUGH TO BE STABLE.IF VEGETATION EXISTS WITHINPLANTING AREA, SPACE AT 23 XFROM STEM OF EXISTINGVEGETATION2/3 X2/3 XAREA FOR SPACING ADJUSTMENTXXXX= PLANT SPACING= PLANTNOTE:FIRST PLACE PLANTS ALONG THEPERIMETER OF THE PLANTINGAREA, AND AROUND EXISTINGVEGETATION. THEN SPACE THEREMAINDER OF THE PLANTINGS.Scale: NTSPLANT SPACING2Scale: NTSCONIFER TREE PLANTING WITH STAKE3IN COMPLIANCE WITH CITY OF RENTON STANDARDSTHEWATERSHEDCOMPANYPR:A-NNNNNNNNEW ELEMENTARY SCHOOL NO.16 C:LUA: NEW ELEMENTARY SCHOOL NO.16 NEW ELEMENTARY SCHOOL NO.16DUVALL AVENUE NE, RENTON, WA 98059AAANNNNNNNSTATE OF WASHINGTONLICENSED LANDSCAPE ARCHITECTNO.20114156 EXP.08/06/22 GRAYSON DURANT MORRISIN COMPLIANCE WITH CITY OF RENTON STANDARDSTHEWATERSHEDCOMPANYPR:A-NNNNNNNNEW ELEMENTARY SCHOOL NO.16 C:LUA: NEW ELEMENTARY SCHOOL NO.16 NEW ELEMENTARY SCHOOL NO.16DUVALL AVENUE NE, RENTON, WA 98059AAANNNNNNNSTATE OF WASHINGTONLICENSED LANDSCAPE ARCHITECTNO.20114156 EXP.08/06/22 GRAYSON DURANT MORRISLUA:21-000167PR:20-000097C:21-004289 TED-40-4192 147R-4192144145DEVELOPMENT ENGINEERINGmsippo 04/13/2022 18"MIN.4"12"12"3'-0"6"12"8'-0" MAX4"CHAMFER TOP OFPOSTS 45 DEGREES TOA DEPTH OF 1" ON ALLFOUR SIDES.ATTACH CITY/COUNTYAPPROVED PRE-PRINTEDMETAL SIGN TO POST WITHTWO 58" DIA. GALVANIZEDCARRIAGE BOLTS. SPACE SIGNLOCATIONS 50' O.C.. SIGNGRAPHIC TO BE PER CITY OFRENTON STANDARDS.FINISHED GRADECOMPACTED GRAVEL BASE.NO CONCRETE IS TO BEPLACED IN SENSITIVE AREAS.COMPACTED SUBGRADE6" x 6" CEDAR POST NOTCHED TOCONTAIN AND CONCEAL RAILCONNECTIONCEDAR RAILW6MITIGATION DETAILSScale: NTSLARGE WOODY DEBRIS SETTING DETAIL2Scale: NTSSPLIT RAIL FENCE WITH CRITICAL AREA SIGN1NOTES:1.ALL LWD SHOULD BE SOURCED FROM TREES CLEARED FOR DEVELOPMENT OF SITE.2.LAYOUT OF DETAIL IS CONCEPTUAL. SEE PLAN FOR LOCATION. LAYOUT IN FIELDWITH ASSISTANCE FROM THE CONTRACTING AGENCY.3.WOODY DEBRIS SHALL BE TRIMMED AS NECESSARY TO SIT AS SECURELY ASPOSSIBLE ON FINISHED GRADE. DO NOT EXCAVATE WITHIN THE WETLAND.4.DOWNED WOOD SHALL BE MIN 20” DBH AND MIN. TWELVE (12) FOOT MIN. LENGTH.NATIVE SPECIES ONLY, WITH CONIFEROUS SPECIES PREFERRED. DBH IS DEFINEDAS TRUNK DIAMETER AT STANDARD HEIGHT (4.5') ABOVE THE GROUND.5.LWD SHALL NOT BE PLACED ON SLOPES EXCEEDING 15% GRADE.WOODY DEBRIS TO BE APPROVEDBY CONTRACTING AGENCY. KEEPROOTS AND BRANCHES ATTACHEDWHERE POSSIBLE.FINISHED GRADEREMOVE ANY SODLAYER BENEATHTHE WOODYDEBRIS.MULCH LAYER(BUFFER ONLY)MIN. 20" DBHMIN. 12'-0"IN COMPLIANCE WITH CITY OF RENTON STANDARDSTHEWATERSHEDCOMPANYPR:A-NNNNNNNNEW ELEMENTARY SCHOOL NO.16 C:LUA: NEW ELEMENTARY SCHOOL NO.16 NEW ELEMENTARY SCHOOL NO.16DUVALL AVENUE NE, RENTON, WA 98059AAANNNNNNNSTATE OF WASHINGTONLICENSED LANDSCAPE ARCHITECTNO.20114156 EXP.08/06/22 GRAYSON DURANT MORRISScale: NTSCRITICAL AREA SIGN ON POST318" MIN12"4" 48" MINCOMPACTED SUBGRADECOMPACTED GRAVEL BASE.NO CONCRETE IS TO BEPLACED IN SENSITIVE AREAS.FINISH ELEVATION6" x 6" ROUGH-CUTUNTREATED CEDARPOSTATTACH CITY/COUNTYAPPROVED PRE-PRINTED METALSIGN TO POST WITH TWO 58" DIA.GALVANIZED CARRIAGE BOLTS.SIGN GRAPHIC TO BE PER CITYOF RENTON STANDARDS.TO BE PROVIDED AT LOCATIONSSPECIFIED ON PLANS. IN THEFIELD, CONFIRM 50' O.C. SPACING3"IN COMPLIANCE WITH CITY OF RENTON STANDARDSTHEWATERSHEDCOMPANYPR:A-NNNNNNNNEW ELEMENTARY SCHOOL NO.16 C:LUA: NEW ELEMENTARY SCHOOL NO.16 NEW ELEMENTARY SCHOOL NO.16DUVALL AVENUE NE, RENTON, WA 98059AAANNNNNNNSTATE OF WASHINGTONLICENSED LANDSCAPE ARCHITECTNO.20114156 EXP.08/06/22 GRAYSON DURANT MORRISLUA:21-000167PR:20-000097C:21-004289 TED-40-4192 147R-4192145146DEVELOPMENT ENGINEERINGmsippo 04/13/2022 W7MITIGATION NOTESEXECUTIVE SUMMARYTHIS PLAN HAS %EEN PREPARED AS MITIGATION FOR TEMPORARY IMPACTS TO THE :ETLAND C %UFFERPER CITY OF RENTON MUNICIPAL CODE RMC --C THE IMPACTS TO THE :ETLAND %UFFERARE TO ACCOMMODATE THE CONSTRUCTION OF A NE: SCHOOL THE CURRENT O:NER CITY OF RENTONSCHOOL DISTRICT SEE.S TO RESTORE AND ENHANCE THE :ETLAND %UFFER TO IMPROVE FUNCTIONSPREVIOUSLY DELMOLISHED AND REMOVED RESIDENTIAL STRUCTURES AND VEGETATION :ILL %EPLANTED :ITH A MIX OF NATIVE TREES AND SHRU%S EXISTING CANOPY VEGETATION :ILL %EENHANCED %Y PLANTING UNDERSTORY SHRU%S AND GROUNDCOVERS THE PROPOSED PRO-ECT :ILLRESULT IN SQUARE FEET OF TEMPORARY IMPACTS TO THE :ETLAND C %UFFER THE EXISTING%UFFER FUNCTIONS IN THE AREA OF TEMPORARY CONSTRUCTION IMPACTS ARE DEGRADED DUE TO THEPRESENCE OF INVASIVE AND NON-NATIVE VEGETATION :HICH HAS %EEN MAINTAINED THROUGHMO:ING TEMPORARY IMPACTS :ILL %E RESTORED AT A RATIO OF FOR A TOTAL OF SQ FT OFRESTORED %UFFER ADDITIONALLY SF OF THE :ETLAND C %UFFER :ILL %E ENHANCEDEXCEEDING CITY REQUIREMENTS ENHANCEMENT OF THE DEGRADED %UFFER :ILL RESULT IN EQUAL OR%ETTER FUNCTIONS AFTER CONSTRUCTION THAN EXISTING CONDITIONS MITIGATION FORUNAVOIDA%LE TEMPORARY IMPACTS INCLUDE THE REMOVAL OF NON-NATIVE AND INVASIVE SPECIESAND THE INSTALLATION OF A NATIVE TREE SHRU% AND GROUNDCOVER PLANT COMMUNITY PRO-ECTIMPACTS AND MITIGATION ARE SUMMARI=ED IN THE TA%LE %ELO: :ETLAND % A CATEGORY IV:ETLAND IS ALSO LOCATED ONSITE :ETLAND % :ILL %E FILLED AND MITIGATION %AN. CREDITS :ILL%E PURCHASEDTA%LE PRO-ECT IMPACTS AND MITIGATION SUMMARYMITIGATION APPROACH - MITIGATION SEQUENCINGAVOIDANCE THE DESIGN TEAM AND SCHOOL DISTRICT EVALUATED AND RE-ECTED MULTIPLE SITES INTHE SCHOOL SERVICE AREA ULTIMATELY SELECTING THIS LOCATION FOR THE SCHOOL THECONSTRUCTION OF THE NE: ELEMENTARY SCHOOL CANNOT %E ACHIEVED ON THIS SITE :ITHOUTINCURRING PERMANENT IMPACTS TO :ETLAND % AND A SMALL AREA OF TEMPORARY IMPACTS TO THE:ETLAND C %UFFER HO:EVER PERMANENT :ETLAND IMPACTS TO :ETLAND C ARE AVOIDED IN THESITE PLAN AFTER EVALUATING MULTIPLE DESIGN OPTIONS THE ARCHITECTURAL TEAM DETERMINEDTHAT COMPLETE AVOIDANCE OF STANDARD -FOOT %UFFERS ARE NOT FEASI%LE FOR THIS PRO-ECTMINIMI=ATION :ETLAND C CAT III :AS PRESERVED IN PART DUE TO ITS LARGER SI=E AND HIGHERFUNCTIONS COMPARED TO :ETLAND % CAT IV SEVERAL MINIMI=ATION TECHNIQUES :ERE UTILI=EDDURING THE DESIGN PROCESS TO LIMIT IMPACTS TO :ETLAND C AND ITS %UFFER FIRST SITEIMPROVEMENTS :ERE DESIGNED AROUND THE :ETLAND AND %UFFER TO THE EXTENT FEASI%LEEXISTING TREES IN AND AD-ACENT TO THE STANDARD %UFFER ARE DELI%ERATELY PRESERVED THETEMPORARY :ETLAND %UFFER IMPACT AREA IS VEGETATED PRIMARILY :ITH INVASIVE OR NON-NATIVEPLANT SPECIES INCLUDING CREEPING %UTTERCUP REED CANARYGRASS ENGLISH IVY AND%LAC.%ERRYMITIGATION MITIGATION FOR UNAVOIDA%LE PERMANENT :ETLAND C IMPACTS IS PROVIDED VIACREDIT :ITHDRA:L FROM AN APPROVED MITIGATION %AN. SEE CRITICAL AREAS REPORT AND %AN.USE PLAN FOR DETAILS TEMPORARY :ETLAND C %UFFER IMPACTS %UFFER RESTORATION AND:ETLAND AND %UFFER ENHANCEMENT IS PROPOSED ON THIS PLAN PROPOSED %UFFER MITIGATIONEXCEEDS MINIMUM REQUIREMENTS UNDER RMC --C THE PROPOSED MITIGATION IS %ASEDON CITY CODE AND :ASHINGTON STATE DEPARTMENT OF ECOLOGY GUIDANCE PROPOSED IMPACTSAND MITIGATION ARE SUMMARI=ED IN TA%LE A%OVEMITIGATION AREA :OR. SEQUENCE SEE MATERIALS FOR ITEMS IN %OLDMAR. THE CLEARING LIMITS :ITH HIGH VISI%ILITY FENCING OR SIMILAR MEANSINSTALL EROSION CONTROL MEASURES AS SHO:N ON THE SITE PREPARATION PLAN SHEET ::ATER IN EACH PLANT THOROUGHLY TO REMOVE AIR POC.ETSINSTALL A TEMPORARY IRRIGATION SYSTEM CAPA%LE OF SUPPLYING AT LEAST -INCH OF :ATER PER:EE. TO THE ENTIRE PLANTED AREA DURING THE DRY SEASON -UNE ST THROUGH SEPTEM%ERTHONE YEAR AFTER INITIAL PLANTING APPLY A SLO:-RELEASE PHOSPHOROUS-FREE GRANULARFERTILI=ER TO EACH INSTALLED PLANTGOALSENHANCE DEGRADED :ETLAND %UFFERAREMOVE NON-NATIVE AND INVASIVE PLANT SPECIES FROM THE ENHANCEMENT AREA%CREATE A DENSE NATIVE TREE AND SHRU% COMMUNITY IN AREAS NOT CURRENTLY FORESTEDCENHANCE UNDERSTORY IN EXISTING FOREST PATCHES%INCREASE HA%ITAT INTERSPERSION %Y PLANTING GROUPINGS OF DIFFERENT NATIVE VEGETATIONSTRATACRE-ESTA%LISH NATURAL DECADENCE %Y ADDING LARGE :OODY DE%RIS TO THE :ETLANDPERFORMANCE STANDARDSTHE FOLLO:ING PERFORMANCE STANDARDS :ILL %E USED TO GAUGE THE SUCCESS OF THE PRO-ECTOVER TIME IF ALL PERFORMANCE STANDARDS HAVE %EEN SATISFIED %Y THE END OF YEAR FIVE THEPRO-ECT SHALL %E CONSIDERED COMPLETESURVIVAL SURVIVAL STANDARDS MAY %E ACHIEVED THROUGH ESTA%LISHMENT OF PLANTEDMATERIAL RECRUITMENT OF NATIVE VOLUNTEERS ANDOR REPLACEMENT PLANTS AS NECESSARYAACHIEVE SURVIVAL OF ALL INSTALLED TREES AND SHRU%S %Y THE END OF YEAR ONE%ACHIEVE SURVIVAL OF ALL INSTALLED SHRU%S %Y THE END OF YEAR T:OCACHIEVE SURVIVAL OF ALL INSTALLED TREES AND SHRU%S %Y THE END OF YEAR FIVESURVIVAL STANDARDS MAY %E ACHIEVED THROUGH ESTA%LISHMENT OF PLANTED MATERIALRECRUITMENT OF NATIVE VOLUNTEERS OR REPLACEMENT PLANTS AS NECESSARYSPECIES DIVERSITY ESTA%LISH AT LEAST T:O NATIVE TREE SPECIES FOUR NATIVE SHRU% SPECIESAND T:O GROUNDCOVER SPECIES IN THE %UFFER ENHANCEMENT AREAS %Y THE END OF YEAR FIVEESTA%LISHMENT IS DEFINED AS FIVE OR MORE INDIVIDUAL PLANTS OF THE SAME SPECIES ALIVE ANDHEALTHYCOVER%UFFERAACHIEVE COVER OF NATIVE TREES AND SHRU%S %Y THE END OF YEAR THREE%ACHIEVE COVER OF NATIVE TREES AND SHRU%S %Y THE END OF YEAR FIVEINVASIVE SPECIES STANDARD NO MORE THAN COVER %Y INVASIVE SPECIES LISTED AS CLASSA % OR C %Y THE .ING COUNTY NOXIOUS :EED CONTROL %OARD IN ANY MONITORING YEARLARGE :OODY DE%RIS STANDARD MAINTAIN AT LEAST FIVE PIECES OF LARGE :OODY DE%RIS INTHE ENHANCEMENT AREA :ITH GOOD GROUND CONTACT DURING ANY MONITORING YEARMONITORINGPRIOR TO THE COMMENCEMENT OF THE MONITORING PHASE AN AS-%UILT PLAN DOCUMENTING THESUCCESSFUL INSTALLATION OF THE PRO-ECT :ILL %E SU%MITTED TO THE CITY OF RENTON IFNECESSARY THE AS-%UILT REPORT MAY INCLUDE A MAR.-UP OF THE ORIGINAL PLAN THAT NOTES ANYSIGNIFICANT CHANGES OR SU%STITUTIONS THAT OCCURRED DURING THE AS-%UILT INSPECTION THERESTORATION SPECIALIST :ILL ESTA%LISH AT LEAST FOUR PERMANENT PHOTO-POINTSTHE SITE :ILL %E MONITORED T:ICE ANNUALLY FOR FIVE YEARS %EGINNING :ITH APPROVAL OF THEAS-%UILT REPORT EACH SPRING THE RESTORATION SPECIALIST :ILL CONDUCT A %RIEF MAINTENANCEINSPECTION FOLLO:ED %Y A MEMO SUMMARI=ING MAINTENANCE ITEMS NECESSARY FOR THEUPCOMING GRO:ING SEASON THE FORMAL LATE-SEASON MONITORING INSPECTION :ILL TA.E PLACEONCE ANNUALLY DURING LATE SUMMER OR EARLY FALL DURING EACH LATE-SEASON MONITORINGINSPECTION THE FOLLO:ING DATA :ILL %E COLLECTEDPLANT COUNTS COUNTS OF DEAD PLANTS %Y SPECIES IN ALL MITIGATION AREAS A TOTAL PLANTCOUNT :ILL %E DONE IN YEAR %ELT-TRANSECTS :ITH %ASELINE COUNTS ESTA%LISHED DURINGTHE AS-%UILT INSPECTION MAY %E USED TO ESTIMATE SURVIVAL IN YEARS THROUGH IN LIEU OFA SITE-:IDE COUNTCOUNTS OF DEAD PLANTS :HERE MORTALITY IS SIGNIFICANT IN ANY MONITORING YEAR :ILL %ERECORDEDNATIVE :OODY COVER AS DETERMINED USING VISUAL COVER CLASS ESTIMATES OR ESTA%LISHEDTRANSECTSNATIVE GROUNDCOVER PLANT COVER AS DETERMINED USING VISUAL COVER CLASS ESTIMATESESTIMATES OF INVASIVE HER%ACEOUS PLANTS OR GROUNDCOVER USING VISUAL COVER ESTIMATESOR ESTA%LISHED TRANSECTS AS APPLICA%LETHE SPECIES COMPOSITION NOTING :HETHER A SPECIES IS NATIVE OR EXOTIC AND :HETHERPLANTS :ERE INSTALLED OR ARE VOLUNTEERSTHE GENERAL HEALTH AND VIGOR OF THE INSTALLED VEGETATIONPHOTOGRAPHS FROM FIXED PHOTO-POINTS ESTA%LISHED DURING THE AS-%UILT INSPECTIONANY EVIDENCE OF :ILDLIFE USAGE IN THE MITIGATION AREAMONITORING REPORTS SHALL %E SU%MITTED ANNUALLY TO THE CITY REPORTS SHALL DOCUMENT THECONDITIONS OF THE SITE INCLUDING QUANTITATIVE DATA COLLECTED DURING THE MONITORINGINSPECTION AND SHALL PROVIDE MAINTENANCE RECOMMENDATIONS THAT MAY %E NECESSARY TOHELP THE SITE ACHIEVE THE STATED PERFORMANCE STANDARDSMAINTENANCETHE SITE SHALL %E MAINTAINED FOR FIVE YEARS FOLLO:ING SUCCESSFUL INSTALLATIONREPLACE EACH PLANT FOUND DEAD IN THE SUMMER MONITORING VISITS IN THE FOLLO:INGDORMANT SEASON OCTO%ER - MARCH REPLACEMENT SHALL %E OF THE SAME SPECIES ANDSI=E PER PLAN UNLESS OTHER:ISE APPROVED %Y THE RESTORATION SPECIALISTGENERAL :EEDING FOR ALL PLANTED AREASAAT LEAST T:ICE ANNUALLY REMOVE COMPETING GRASSES AND :EEDS FROM AROUND THE %ASEOF EACH INSTALLED PLANT TO A RADIUS OF INCHES :EEDING SHOULD OCCUR AT LEAST ONCEIN THE SPRING AND ONCE IN THE SUMMER THOROUGH :EEDING :ILL RESULT IN LO:ER PLANTMORTALITY AND ASSOCIATED PLANT REPLACEMENT COSTS%MORE FREQUENT :EEDING MAY %E NECESSARY DEPENDING ON :EED CONDITIONS THAT DEVELOPAFTER PLANT INSTALLATIONCNOXIOUS :EEDS MUST %E REMOVED FROM THE ENTIRE MITIGATION AREA AT LEAST T:ICEANNUALLYDDO NOT USE STRING TRIMMERS IN THE VICINITY OF INSTALLED PLANTS AS THEY MAY DAMAGE OR.ILL THE PLANTSMAINTAIN A THREE-INCH-THIC. LAYER OF :OODCHIP MULCH ACROSS THE PLANTING AREA EXCEPTFOR THE EMERGENT PLANTING AREA IN THE :ETLAND MULCH SHOULD %E PULLED %AC. T:O INCHESFROM THE PLANT STEMSINSPECT AND REPAIR THE IRRIGATION SYSTEM AS NECESSARY EACH SPRING DURING AT LEAST THEFIRST T:O GRO:ING SEASONS MA.E SURE THAT THE ENTIRE PLANTING AREA RECEIVES A MINIMUMOF ONE INCH OF :ATER PER :EE. FROM -UNE ST THROUGH SEPTEM%ER THCONTINGENCY PLANIF ANY MONITORING REPORT REVEALS THAT THE RESTORATION PLAN HAS FAILED IN :HOLE OR IN PARTAND SHOULD THAT FAILURE %E %EYOND THE SCOPE OF ROUTINE MAINTENANCE THE APPLICANT :ILLSU%MIT A CONTINGENCY PLAN TO THE CITY OF RENTON FOR APPROVAL THIS PLAN MAY INCLUDEREPLANTING SOIL AMENDMENTS OR TOP DRESSING SU%STITUTIONS FOR SPECIES SELECTED IN THEORIGINAL PLAN AND ADAPTIVE :EED CONTROL METHODSSITE PROTECTIONTHE :ETLAND :ILL REMAIN ON PROPERTY O:NED %Y CITY OF RENTON SCHOOL DISTRICT THE:ETLAND AND %UFFER :ILL %E NOTED ON THE PROPERTY TITLE AS A MAINTENANCE COVENANTMATERIALS:OODCHIP MULCH AR%ORIST CHIPS CHIPPED :OODY MATERIALS APPROX TO INCHES INMAXIMUM DIMENSION NOT SA:DUST OR COARSE HOG FUEL THIS MATERIAL IS COMMONLYAVAILA%LE IN LARGE QUANTITIES FROM AR%ORISTS OR TREE-PRUNING COMPANIES MULCH MUSTNOT CONTAIN APPRECIA%LE QUANTITIES OF GAR%AGE PLASTIC METAL SOIL AND DIMENSIONALLUM%ER OR CONSTRUCTIONDEMOLITION DE%RISCOMPOST CEDAR GROVE COMPOST OR EQUIVALENT COMPOSTED MATERIAL PER :ASHINGTONADMINFERTILI=ER SLO:-RELEASE PHOSPHOROUS-FREE GRANULAR FERTILI=ER MOST COMMERCIALNURSERIES CARRY THIS PRODUCT LA%EL MUST INDICATE THAT PRODUCT IS SAFE FOR AQUATICENVIRONMENTSFOLLO: MANUFACTURER S INSTRUCTIONS FOR USE .EEP FERTILI=ER IN :EATHER-TIGHTCONTAINER :HILE ON-SITE FERTILI=ER IS ONLY TO %E APPLIED IN YEARS T:O AND THREE NOT INYEAR ONELARGE :OODY DE%RIS TREES SALVAGED FROM ON-SITE CLEARING INCLUDING LOGS ROOT:ADSAND LIM%S :HICH ARE TO %E PLACED ON THE GROUND AT THE DIRECTION OF THE RESTORATIONSPECIALISTMATERIAL FROM CONIFEROUS TREES IS PREFERRED :OOD SHOULD HAVE A DIAMETER OF INCHESOR MORE AND A MINIMUM LENGTH OF FEETRESTORATION SPECIALIST QUALIFIED PROFESSIONAL A%LE TO EVALUATE AND MONITOR THECONSTRUCTION OF ENVIRONMENTAL RESTORATION PRO-ECTSIMPORT TOPSOIL SOIL AND COMPOST MIXTURE THIS MATERIAL IS SOLD AS -:AY TOPSOIL ATCEDAR GROVE COMPOST >--@ PLEASE USE THIS MATERIAL OR EQUIVALENTIN COMPLIANCE WITH CITY OF RENTON STANDARDSTHEWATERSHEDCOMPANYPR:A-NNNNNNNNEW ELEMENTARY SCHOOL NO.16 C:LUA: NEW ELEMENTARY SCHOOL NO.16 NEW ELEMENTARY SCHOOL NO.16DUVALL AVENUE NE, RENTON, WA 98059AAANNNNNNNSTATE OF WASHINGTONLICENSED LANDSCAPE ARCHITECTNO.20114156 EXP.08/06/22 GRAYSON DURANT MORRISMITIGATION NOTESIN COMPLIANCE WITH CITY OF RENTON STANDARDSTHEWATERSHEDCOMPANYPR:A-NNNNNNNNEW ELEMENTARY SCHOOL NO.16 C:LUA: NEW ELEMENTARY SCHOOL NO.16 NEW ELEMENTARY SCHOOL NO.16DUVALL AVENUE NE, RENTON, WA 98059AAANNNNNNNSTATE OF WASHINGTONLICENSED LANDSCAPE ARCHITECTNO.20114156 EXP.08/06/22 GRAYSON DURANT MORRISLUA:21-000167PR:20-000097C:21-004289 TED-40-4192 147R-4192146147DEVELOPMENT ENGINEERINGmsippo 04/13/2022