Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Plan, Tentative APPLICANT 6/26/2019
PROJECT TEAM HOMES FOR GOOD HOUSING AGENCY 177 DAY ISLAND ROAD EUGENE, OR 97401 T: 541.682.2530 CONTACT: STEVE OCHS ARCHITECT 1369 OLIVE STREET EUGENE, OREGON 97401 T: 541.683.8661 SARA BERGSUND, AIA CONTRACTOR MEILI CONSTRUCTION COMPANY 10 VAN BUREN EUGENE, OREGON 97402 T: 541.485.1417 GARY MEILI CIVIL ENGINEERING POAGE ENGINEERING P.O. BOX 2527 EUGENE, OREGON 97402 T: 541.485.4505 JON OAKES, LS LANDSCAPE ARCHITECT DOUGHERTY LANDSCAPE ARCHITECTS 474 WILLAMETTE STREET STE. 305 EUGENE, OREGON 97401 T: 541.683.5803 DAVID DOUGHERTY, ASLA SURVEYOR: BRANCH ENGINEERING 310 5TH STREET SPRINGFIELD, OREGON 97477 T: 541.746.0637 DAN NELSON wA NtO147 41ILTA I a ML - 0� 0 U11:44 INDEX G001 COVER SHEET CIVIL 1 EXISTING CONDITIONS 2 GRADING AND PAVING PLAN 3 UTILITY PLAN 4 STORMWATER MANAGEMENT PLAN LANDSCAPE L-1 LANDSCAPE PLAN L-2 LANDSCAPE AND IRRIGATION DETAILS A001 SITE PLAN A002 TRASH ENCLOSURE Al BUILDING E FLOOR PLANS & ELEVATIONS A2 BUILDING F FLOOR PLANS & ELEVATIONS A3 BUILDING G FLOOR PLANS & ELEVATIONS A4 BUILDING H FLOOR PLANS & ELEVATIONS A5 BUILDING K FLOOR PLANS & ELEVATIONS A6 BUILDING L FLOOR PLANS & ELEVATIONS A7 BUILDING M FLOOR PLANS A8 BUILDING M ELEVATIONS A9 BUILDING N FLOOR PLANS A10 BUILDING N ELEVATIONS ELECTRICAL E1 SITE LIGHTING PLAN E2 DETAILS AND SCHEDULES X11-�q- D r5q--y,�a-- Si aeN euJ i�mcs �N fao�d JUN 2 6 2019 COVER SHEET date April 2019 file 1840 d.b. CT i Revision Revision Number Date r t r � U) 3:O ® z Q w W z Q 0 z W Ww wO D ( V _ �O ® COVER SHEET date April 2019 file 1840 d.b. CT Revision Summary Revision Revision Number Date U) 3:O ® z Q w W z Q 0 z W Ww wO D ( V _ �O ® .c wo ❑ LOr'- O LOo cD o z 00 � ra O LLW W O SITE PLAN REVIEW COVER SHEET date April 2019 file 1840 d.b. CT TRANSIT STOP FOR LTD NO. 17 BUS ROUTE LTD T• FXTG LTD TRANSIT STOP FOR LTD NO. 17 BUS ROUTE 1. THIS DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES PROPERTY CORNER LOT 2 A SUBSEQUENT SURVEY MAY DISCLOSE. -OHW OVERHEAD POWER 2. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE BASED ON A COMBINATION OF VISIBLE CA G FACILITIES LOCATED ABOVE GROUND, AS -BUILT DRAWINGS, AND UTILITY LOCATE MARKS. NO CERTIFICATION IS MADE TO ACTUAL LOCATION OF UNDERGROUND UTILITIES. Easement "NOtes 3. SURVEY FIELD WORK PERFORMED BY BRANCH ENGINEERING AND WAS INITIALLY COMPLETED )14 otA. MAY 2017 AND RECENTLY UPDATED PER A SITE VISIT ON FEBRUARY 12, 2019. BARGAIN AND SALE PEED TO CITY OF SPRINGFIELD FOR PUBLIC USE HORIZONTAL DATUM: OREGON COORDINATE REFERENCE SYSTEM EUGENE PROJECTION (NAD 83 2011 EPOCH 2010) EDGE GRAVEL PAVING RECORDED -JULY JULY 6, 1978, RECEPTION NO. 78046741 LANE COUNTY OREGON DEEDS AND RECORDS VERTICAL DATUM: NAVD 1988 (GOOD 12A) O 1 FOOT WIDE RESERVE STRIP AS SET FORTH IN BARGAIN AND SALE DEED RECORDED JULY 6, 1978, RECEPTION NO. 78046741 LANE COUNTY OREGON (DERIVED FROM OREGON REAL-TIME GEODETIC NETWORK) EXISTING STORMWATER PIPE DEEDS AND RECORDS: EXISTING WASTEWATER MANHOLE 3 DEED TO. CITY OF SPRINGFIELD RECORDED APRIL 8, 1988, RECEPTION NO. .881.3697 4. EASEMENTS SHOWN HEREON ARE CONTAINED IN SCHEDULE B OF STATUS OF RECORD TITLE POWER POLE CARRYING LANE COUNTY OREGON DEEDS AND RECORDS. (S.O.R.T.) REPORT # CT -0300650 PREPARED BY CASCADE TITLE CO. AND BEARING AN [cI TELEPHONE RISER EFFECTIVE DATE OF APRIL 5, 2017. MAILBOX 10' ROADWAY EASEMENT IN WARRANTY DEED RECORDED OCTOBER 7, 1971, RECEPTION WATER METER O NO. 71067436 LANE COUNTY OREGON DEEDS AND RECORDS. - $ O 10' ROADWAY EASEMENT CONTAINED IN WARRANTY DEED RECORDED NOVEMBER 5, 1971, ®ate Received W z RECEPTIONNO. 71071751 LANE COUNTY OREGON DEEDS AND RECORDS. JUN 2 6 2919 ,� V 5' PUE, RECORDED :APRIL 20, 1978, RECEPTION NO. 78046810 LANE COUNTY OREGON DEEDS AND RECORDS. DRIVEWAY ` Original Submif#ali EDGE OF GRAVEL ' SCALE 1" = 30' 0 15 30 60 CONTOUR INTERVAL 1.0 FOOT 'h. w LOT 9 PROPERTY CORNER LOT 2 WATER MAIN -OHW OVERHEAD POWER --UE- CA G 0 �A FENX )14 otA. EXISTING CURB & GUTTER EXISTING SUBDIVISION BOUNDARY LOT It EDGE GRAVEL PAVING _-452-___, EXISTING GROUND CONTOUR -WW- EXISTING WASTEWATER PIPE LOT 1 EXISTING STORMWATER PIPE 6w0co ma EXISTING WASTEWATER MANHOLE 'h. w LOT 9 1. THE SUBJECT PROPERTY APPEARS ON FEMA COMMUNITY PANEL NO. 41039C1134 -F BEARING A EFFECTIVE DATE OF JUNE 2, 1999 AND' BY GRAPHIC PLOTTING OF THE SITE ONTO THE FEMA COMMUNITY PANEL, THE SITE FALLS WITHIN A ZONE X WHICH IS OUTSIDE THE BOUNDARIES OF THE SPECIAL FLOOD HAZARD AREA. 2. PER THE CITY OF SPRINGFIELD WELLHEAD PROTECTION MAPS, THE SUBJECT PROPERTY LIES WITHIN THE 1-5 YEAR TIME OF TRAVEL ZONE BOUNDARY. 3. THE ON-SITE SOILS ARE PREDOMINATELY No. 76 MALABON URBAN LAND COMPLEX SOILS. RELATIVELY UNDISTURBED MALABON SOILS ARE DEEP AW -WELL DRAINED WITH A MODERATELY SLOW PERMEABILITY RATE. PER THE SOIL AND WATER FEATURES TABLE IN THE S.C.S. SOIL SURVEY OF LANE COUNTY, THE DEPTH TO THE HIGH WATER TABLE IN MALABON URBAN LAND COMPLEX SOILS IS .IN EXCESS OF 6 FEET AND THE DEPTH TO BEDROCK IS IN EXCESS OF"5 FEET. THERE 1S A NARROW BAND OF No. 100 OXLEY GRAVELLY SILT LOAM IN THE NORTHEAST CORNER OF THE SITE. THIS SOIL TYPE IS CHARACTERIZED AS DEEP, SOMEWHAT POORLY DRAINED SOIL THAT ALSO HAS A MODERATELY SLOW PERMEABILITY RATE. No. 100 OXLEY SOILS ARE SUSEPTIBLE TO A PERCHED WATER TABLE DURING THE WET SEASON. THE DEPTH TO BEDROCK IN No. 100 OXLEY SOILS IS IN EXCESS OF 5 FEET. Legend 0 PROPERTY CORNER LOT 10 WATER MAIN -OHW OVERHEAD POWER --UE- UNDERGROUND POWER G 0 �A FENX )14 otA. EXISTING CURB & GUTTER EXISTING SUBDIVISION BOUNDARY LOT It EDGE GRAVEL PAVING 1. THE SUBJECT PROPERTY APPEARS ON FEMA COMMUNITY PANEL NO. 41039C1134 -F BEARING A EFFECTIVE DATE OF JUNE 2, 1999 AND' BY GRAPHIC PLOTTING OF THE SITE ONTO THE FEMA COMMUNITY PANEL, THE SITE FALLS WITHIN A ZONE X WHICH IS OUTSIDE THE BOUNDARIES OF THE SPECIAL FLOOD HAZARD AREA. 2. PER THE CITY OF SPRINGFIELD WELLHEAD PROTECTION MAPS, THE SUBJECT PROPERTY LIES WITHIN THE 1-5 YEAR TIME OF TRAVEL ZONE BOUNDARY. 3. THE ON-SITE SOILS ARE PREDOMINATELY No. 76 MALABON URBAN LAND COMPLEX SOILS. RELATIVELY UNDISTURBED MALABON SOILS ARE DEEP AW -WELL DRAINED WITH A MODERATELY SLOW PERMEABILITY RATE. PER THE SOIL AND WATER FEATURES TABLE IN THE S.C.S. SOIL SURVEY OF LANE COUNTY, THE DEPTH TO THE HIGH WATER TABLE IN MALABON URBAN LAND COMPLEX SOILS IS .IN EXCESS OF 6 FEET AND THE DEPTH TO BEDROCK IS IN EXCESS OF"5 FEET. THERE 1S A NARROW BAND OF No. 100 OXLEY GRAVELLY SILT LOAM IN THE NORTHEAST CORNER OF THE SITE. THIS SOIL TYPE IS CHARACTERIZED AS DEEP, SOMEWHAT POORLY DRAINED SOIL THAT ALSO HAS A MODERATELY SLOW PERMEABILITY RATE. No. 100 OXLEY SOILS ARE SUSEPTIBLE TO A PERCHED WATER TABLE DURING THE WET SEASON. THE DEPTH TO BEDROCK IN No. 100 OXLEY SOILS IS IN EXCESS OF 5 FEET. Legend 0 PROPERTY CORNER —w— WATER MAIN -OHW OVERHEAD POWER --UE- UNDERGROUND POWER G NATURAL GAS MAIN CHAIN LINK FENCE LINE. Z EXISTING EXTRUDED CURB EXISTING CURB & GUTTER EXISTING SUBDIVISION BOUNDARY - - _ _. _ _ EDGE GRAVEL PAVING _-452-___, EXISTING GROUND CONTOUR -WW- EXISTING WASTEWATER PIPE -STM- EXISTING STORMWATER PIPE 4�1 EXISTING WASTEWATER MANHOLE SDI EXISTING STORMWATER MANHOLE -®-- POWER POLE CARRYING Cie °OVERHEAD POWER [cI TELEPHONE RISER ® MAILBOX ® WATER METER ® SECONDARY UTILITY VAULT - STREET LIGHT D CURB INLET W z FIRE, HYDRANT �9. WATER VALVE �r t DRIVEWAY ` EDGE OF GRAVEL ' CENTERLINE W OF ROAD z *46W EDGE OF PAVEMENT ELEVATION TOP FACE OF CURB ELEVATION q� `SIC CURB CUT ELEVATION *4 TOP OF CONCRETE ELEVATION a1F` GROUND ELEVATION 1/ :_�� V ASPHALT SURFACE GRAVEL SURFACE CONCRETE SURFACE •��•.....wN MAPPED SOIL BOUNDARY 7 6 SOIL CLASSIFICATION IDENTIFIER REGISTERED '] PROFESSIONAL LAND SURVEYOR OREGON JULY 13. 1984 JONATHANA. OAKES 2105 EXPIRES: DECEMBER 31. 2220 a 0 c� tn .�Q • �. w W a 0. a Nw ►,, 1 z W Nom, 0 Uc�A W ZGo 44. .-1 r!� z z o > m 0.4 W Gn m PROJECT NO. 4628 --SST DRAWN BY: KSG CHECKED BY: JAO I ADD DRAWING: 4828-5STnEX-COND' SHEET TITLE EXISTING CONDITIONS PLAN SHEET NO. I OF 4 z Z N Z 0 Y 0 Cie C4 'V 00 00 . W z �t PT pq Z W z l� SHEET TITLE EXISTING CONDITIONS PLAN SHEET NO. I OF 4 ly 01 ( I7 I 1 w f f T f S STREET 3 CURB INLET I f RIM: 450.40 \f If �f ff j ff I f 1 fI ! f� f � f f;ww,\ f EXT f I � I' f ! �� 46 HYDRANT i� i I 24.0' V1 CONC. X. CURB CONC. ' CURB GUTTER ���; & GUTTER 2% 2% � :.� ::'i+' I<_' _ �e��<.,,r,�;�t,A+�. • , ..C'� J► :K �� ,+/,s'.�SF%y.,� Jrt1►/� .rr 1 1 Typical Section A►ccesa Drive NO SCALE " 2,71' SQ. FT. 1NFILTRATION RAIN GARDEN 50,0 F.S. LOT 1 VARIES 3.O' VARIES --W-- WATER MAIN a0 L$' 10 VALLEY UNDERGROUND POWER G MONOLITHIC GUTTER ONOLITHIC CURB & SIDEWALK EXISTING CURB & GUTTER -� EXISTING SUBDIVISION BOUNDARY CURB & SIDEWALK 6" REVEAL EDGE GRAVEL PAVING RAIN GARDEN 0 6" REVEAL % 2%C-1 � 9n LOT 11. 2--- �,Nj MIN. 15% C` 4n <SD) EXISTING STORMWATER MANHOLE o" NV Q PROPOSED WASTEWATER MANHOLE SD PROPOSED STORMWATER MANHOLE �f=iSUiBlRADtE!1GETEXTML --;--=( -31J�FA(RIC £R{ eoV FUTURE CLEANOUT c4 W (({ '1( P4. z OVERHEAD POWER p EXISTING TELEPHONE RISER [4 EXISTING WATER METER ® Typical I� SECONDARY UTILITY VAULT --- Section. Parking Area EXISTING CURB INLET NO SCALE EXISTING FIRE HYDRANT 6bq 24.0' V1 CONC. X. CURB CONC. ' CURB GUTTER ���; & GUTTER 2% 2% � :.� ::'i+' I<_' _ �e��<.,,r,�;�t,A+�. • , ..C'� J► :K �� ,+/,s'.�SF%y.,� Jrt1►/� .rr 1 1 Typical Section A►ccesa Drive NO SCALE " 2,71' SQ. FT. 1NFILTRATION RAIN GARDEN 50,0 F.S. LOT 1 LOT 12 Basement Notes BARGAIN AND SALE DEED TO CITY OF SPRINGFIELD FOR PUBLIC USE V RECORDED JULY 6, 1978, RECEPTION NO. 78046741 LANE COUNTY OREGON DEEDS AND RECORDS 4),1 FOOT WE RESERVE STRIP AS SET FORTH IN BARGAIN AND SALE DEED RECORDED JULY 6, 1978, RECEPTION NO. 78046741 LANE COUNTY OREGON DEEDS AND RECORDS. ODEED TO CITY OF SPRINGFIELD RECORDED APRIL 8, 1988, RECEPTION NO. 8813697 LANE COUNTY OREGON DEEDS AND RECORDS. O10' ROADWAY EASEMENT IN WARRANTY DEED RECORDED OCTOBER 7, 1971, RECEPTION NO. 71067436 LANE COUNTY OREGON DEEDS AND RECORDS. Q10' ROADWAY EASEMENT CONTAINED IN WARRANTY DEED RECORDED NOVEMBER 5, 1971, RECEPTION NO. 71071751 LANE COUNTY OREGON DEEDS AND RECORDS. O6 5' PUE, RECORDED APRIL 20, 1978, RECEPTION NO. 78046810 LANE COUNTY OREGON DEEDS AND RECORDS. f� fie, 4� &4c, 1"WA A tZ� eW 1--oYYt s -'fir 6o o C fo -3 of Date Received JUN 26 2 0 iginal Submitlai SCALE 1" = 30' 0 15 30 60 CONTOUR INTERVAL 1.0 FOOT Legend I . 0 � --W-- WATER MAIN a0 L$' 10 -UE- UNDERGROUND POWER G NATURAL GAS MAIN - 6'K= F Oa EXISTING EXTRUDED CURB EXISTING CURB & GUTTER -� EXISTING SUBDIVISION BOUNDARY F- Ems --F-<" E 2,SQ. FT.' iNF1710 L?RATION EDGE GRAVEL PAVING RAIN GARDEN 0 50.0 F.S. PROPOSED GROUND CONTOUR � EXISTING WASTEWATER PIPE LOT 11. EXISTING STORMWATER PIPE LOT 12 Basement Notes BARGAIN AND SALE DEED TO CITY OF SPRINGFIELD FOR PUBLIC USE V RECORDED JULY 6, 1978, RECEPTION NO. 78046741 LANE COUNTY OREGON DEEDS AND RECORDS 4),1 FOOT WE RESERVE STRIP AS SET FORTH IN BARGAIN AND SALE DEED RECORDED JULY 6, 1978, RECEPTION NO. 78046741 LANE COUNTY OREGON DEEDS AND RECORDS. ODEED TO CITY OF SPRINGFIELD RECORDED APRIL 8, 1988, RECEPTION NO. 8813697 LANE COUNTY OREGON DEEDS AND RECORDS. O10' ROADWAY EASEMENT IN WARRANTY DEED RECORDED OCTOBER 7, 1971, RECEPTION NO. 71067436 LANE COUNTY OREGON DEEDS AND RECORDS. Q10' ROADWAY EASEMENT CONTAINED IN WARRANTY DEED RECORDED NOVEMBER 5, 1971, RECEPTION NO. 71071751 LANE COUNTY OREGON DEEDS AND RECORDS. O6 5' PUE, RECORDED APRIL 20, 1978, RECEPTION NO. 78046810 LANE COUNTY OREGON DEEDS AND RECORDS. f� fie, 4� &4c, 1"WA A tZ� eW 1--oYYt s -'fir 6o o C fo -3 of Date Received JUN 26 2 0 iginal Submitlai SCALE 1" = 30' 0 15 30 60 CONTOUR INTERVAL 1.0 FOOT Legend I . 0 PROPERTY CORNER --W-- WATER MAIN -OHW OVERHEAD POWER -UE- UNDERGROUND POWER G NATURAL GAS MAIN CHAIN LINK FENCE LINE EXISTING EXTRUDED CURB EXISTING CURB & GUTTER -� EXISTING SUBDIVISION BOUNDARY F- Ems --F-<" E _ - _ - - _ _ - _ EDGE GRAVEL PAVING r.-------45-� �:.-- EXISTING GROUND CONTOUR --a5a--�.�--� PROPOSED GROUND CONTOUR -WW- EXISTING WASTEWATER PIPE -STM- EXISTING STORMWATER PIPE �,Nj EXISTING WASTEWATER MANHOLE C` 4n <SD) EXISTING STORMWATER MANHOLE o" NV Q PROPOSED WASTEWATER MANHOLE SD PROPOSED STORMWATER MANHOLE WW PROPOSED WASTEWATER PIPE SD PROPOSED STORMWATER PIPE eoV FUTURE CLEANOUT c4 W POWER POLE CARRYING P4. z OVERHEAD POWER p EXISTING TELEPHONE RISER [4 EXISTING WATER METER ® FUTURE WATER METER I� SECONDARY UTILITY VAULT --- EXISTING STREET LIGHT D EXISTING CURB INLET EXISTING FIRE HYDRANT 6bq EXISTING WATER VALVE C°$ FUTURE FIRE HYDRANT ® FUTURE WATER VALVE W EXISTING DRIVEWAY CURB CUT EXISTING CONCRETE SIDEWALK FUTURE CONCRETE SIDEWALK * 52.53 TP PROPOSED FINISHED GRADE AT TOP OF PAVEMENT * 53.03 TC PROPOSED FINISHED GRADE AT TOP OF CURB/CONCRETE * 52.53 TG PROPOSED FINISHED GRADE AT TOP OF GRATE 53x0 FFE PROPOSED FINISH FLOOR ELEVATION *ADD 400.00 TO ALL SPOT ELEVATIONS TO REFLECT TRUE 1988 NAVD VERTICAL DATUM General Notes 1. THE PROPOSED GRADING PLAN WILL GENERATE APPROXIMATELY 1780 CUBIC YARDS OF CUT AND APPROXIMATELY 553 CUBIC YARDS OF FILL. Isms. X31-2©zo REVISIONS REV. DATE DESCRIPTION 104-25-2019, ISSUE DATE 06-12-2019 camp my. t ffs PROJECT NO. 4628-5ST DRAWN BY: KSG CHECKED BY: JAO CADD DRAWING: 4628-5ST-CONST SHEET TITLE GRADING PAVING PLAIN SHE® N z efi ,ter W C1 C` 4n z Q o" NV X PEI 04 z00- Mx) Q c4 W P4. z •-` a W z W C SHEET TITLE GRADING PAVING PLAIN SHE® N 7 11� YY. j 1 0w) S STREET tt 1 -• ` E� 3 CURB INLET RIM: 450.40 i bD I � � I }ijl �o T{ 1 I � 1 1 11 �• I, i ~ N rj RIM 51.10 3 FL -E=48.24 ; FL W=48.30 +,1 I ! � 1 B I I II 1 I •1 1 Bt { . 1 � �SD1- 1 FIRE HYMOT I 1 I DEVELOPMENT STANDARDS WITHIN 1-5 YEAR TOTZ's 1. THE STORAGE, HANDLING, TREATMENT, USE, APPLICATION, OR PRODUCTION OR OTHERWISE KEEPING ON PREMISES OF MORE THAN 20 GALLONS OF HAZARDOUS MATERIALS THAT POSE A RISK TO. GROUNDWATER IN AGGREGATE QUANTITIES NOT CONTAINING DNAPLS ARE ALLOWED ONLY UPON COMPLIANCE WITH CONTAINMENT AND SAFETY STANDARDS SPECIFIED BY THE MOST RECENT FIRE CODE ADOPTED BY THE CITY. 2. UNLESS EXEMPTED, ALL HAZARDOUS OR OTHER MATERIALS THAT POSE A RISK TO GROUNDWATER SHALL .BE STORED IN AREAS WITH APPROVED SECONDARY CONTAINMENT IN PLACE (SPRINGFIELD FIRE` COBE 2702.1 AND 2704.2.2). 3, ALL NEW USE OF (DENSE NON-AQUAEOUS PHASE LIQUIDS) DNAPLS ARE PROHIBITED. 4., ANY CHANGE IN THE TYPE .OF USE OR AN INCREASE IN MAXIMUM DAILY INVENTORY QUANTITY OF ANY DNAPL IS CONSIDERED A NEW USE AND IS PROHIBITED. 5. THE FOLLOWING CERTAIN TYPES OF FACILITIES OR CHANGES IN CHEMICAL USE AND/OR STORAGE OF HAZARDOUS OR OTHER MATERIALS THAT POSE A RISK TO GROUNDWATER ARE PROHIBITED: A HAZARDOUS MATERIAL PRODUCT PIPELINES USED TO TRANSPORT THE HAZARDOUS MATERIAL 6, REQUIREMENTS FOUND IN SPRINGFIELD FIRE CODE 2704:2.2.5 FORA MONITORING PROGRAM .AND MONITORING METHODS TO DETECT HAZARDOUS OR OTHER MATERIALS IN THE SECONDARY. CONTAINMENT SYSTEM SHALL BE MET FOR ALL AMOUNTS OF HAZARDOUS MATERIALS THAT POSE A RISK TO GROUNDWATER UNLESS EXEMPTED. 7.. THE FOLLOWING REQUIREMENTS FOR INSPECTION AND RECORD KEEPING PROCEDURES FOR MONTHLY INHOUSE INSPECTION AND MAINTENANCE OF CONTAINMENT AND EMERGENCY EQUIPMENT FOR ALL AMOUNTS OF HAZARDOUS OR OTHER MATERIALS THAT POSE A RISK TO GROUNDWATER SHALL BE MET UNLESS EXEMPTED: SCHEDULES AND PROCEDURES FOR INSPECTING SAFETY AND MONITORING AND EMERGENCY EQUIPMENT. THE APPLICANT SHALL DEVELOP AND FOLLOW A WRITTEN INSPECTION PROCEDURE ACCEPTABLE TO THE DIRECTOR FOR INSPECTING THE FACILITY FOR EVENTS OR PRACTICES WHICH COULD LEAD: TO UNAUTHORIZED DISCHARGES OR HAZARDOUS MATERIALS. AN INSPECTION CHECK SHEET SHALL BE DEVELOPED TO BE' USED IN CONJUNCTION WITH ROUTINE INSPECTIONS. THE CHECK SHEET SHALL PROVIDE FOR THE DATE, TIME, AND LOCATION OF INSPECTION; NOTE PROBLEMS AND DATES AND TIMES OF CORRECTIVE ACTIONS TAKEN; AND INCLUDE THE NAME OF THE INSPECTOR AND THE COUNTERSIGNATURE 'OF THE DESIGNATED SAFETY MANAGER FOR THE FACILITY: 2,710 SQ. FL INFILTRATION ,j(%, 40 RAIN GARDEN 50.0 F.S. LOT I JTFALL _ = 50.0 LOT 10 0 )1-, 1-4 6WOOD FUM i d �y OUTFALL. RIM= 50.0 LOT'' I1 FL S= 46.5 p•4Sh1lfVCFEM1Ct; LOT 12 Easement Notes 1 BARGAIN AND SALE DEED TO CITY OF SPRINGFIELD FOR PUBLIC USE RECORDED JUL 6 Y 1978, RECEPTION PTIO EC N0: 7$046741 LANE COUNTY N OREGON DEEDS AND RECORDS I% 1 FOOT WIDE RESERVE STRIP AS SET FORTH IN BARGAIN AND SALE DEED RECORDED JULY 6, 1978, RECEPTION NO. 78046741 LANE COUNTY OREGON DEEDS AND RECORDS. QDEED TO CITY OF SPRINGFIELD RECORDED APRIL 8, 1988, RECEPTION NO. 8813697 LANE COUNTY OREGON DEEDS AND RECORDS. O10' ROADWAY EASEMENT IN WARRANTY DEED RECORDED OCTOBER 7, 1971,. RECEPTION NO 71067436 LANE COUNTY OREGON DEED5 AND RECORDS SCALE 1" = 30' 0 15 30 60 CONTOUR INTERVAL 1.0 FOOT Legend O PROPERTY CORNER —w— WATER MAIN -OHW OVERHEAD POWER -UE- -- UNDERGROUND POWER G NATURAL GAS MAIN CHAIN LINK FENCE LINE z EXISTING EXTRUDED CURB EXISTING CURB & GUTTER `-< <-< EXISTING SUBDIVISION BOUNDARY — .- _ _ _ _ _ _ _ EDGE GRAVEL PAVING a EXISTING GROUND CONTOUR o H PROPOSED GROUND CONTOUR --WW- EXISTING WASTEWATER PIPE -STM- EXISTING STORMWATER PIPE ��MN11 EXISTING WASTEWATER MANHOLE N'f ,5D EXISTING STORMWATER MANHOLE �Z tit tV M a W V PROPOSED WASTEWATER MANHOLE SD PROPOSED STORMWATER MANHOLE ---WW PROPOSED WASTEWATER PIPE SD PROPOSED STORMWATER PIPE Q FUTURE CLEANOUT .—. POWER POLE CARRYING OVERHEAD POWER p EXISTING TELEPHONE RISER p EXISTING WATER METER ® FUTURE WATER METER . ® SECONDARY UTILITY VAULT 3--� EXISTING STREET LIGHT EXISTING CURB INLET EXISTING FIRE HYDRANT 6�0 EXISTING WATER VALVE CS FUTURE FIRE HYDRANT m FUTURE WATER VALVE �r 4 EXISTING DRIVEWAY CURB CUT EXISTING CONCRETE SIDEWALK FUTURE CONCRETE SIDEWALK [;�� Cog'A j ' OFF OF THE TAX LOT WHERE IT IS PRODUCED OR USED Date Receive JUN 2 6 2019 Original Submittal 10'. ROADWAY EASEMENT CONTAINED IN WARRANTY DEED RECORDED NOVEMBER 5, 1971, B. INJECTION WELLS; Date ReceivedRECEPTION NO. 71071751 LANE COUNTY OREGON DEEDS AND RECORDS. SL �{'j � e� �{1V EXCEPTION: DRY WELLS FOR ROOF DRAINAGE; _4 C. SOLID WASTE LANDFILLS AND TRANSFER, STATIONS; 2 6 5' PUE, RECORDED E RECORDAPRIL 20, 1978, RECEPTION NO, 78046810 LANE COUNTY OREGON rY�S Y 6add O D. FILL MATERIALS CONTAINING HAZARDOUS MATERIALS; tk LR E. LAND USES AND NEW FACILITIES THAT WILL USE, STORE, TREAT HANDLE, AND/OR, PRODUCE DNAPLS. Original SubrMtal REVISIONS REV. DATE I DESCRIPTION 04-25-2019 ISSUE DATE 06-12-2019 1com Irv, ms. PROJECT NO. 4sza_5ST DRAWN BY: KSG CHECKED BY: JAQ CADD DRAWING: 4628-5ST-EX-CQND 0 0 z 0 �A tt� C� H. o U z .� MQ> a o H ZY.�2 '�►a 0 r1 IE-*+ U � �pA�Nw N'f w� �Z tit tV M a W pP4 FSM , O H Z i/2 p W 0 -a .—. w Z z� U M PROJECT NO. 4sza_5ST DRAWN BY: KSG CHECKED BY: JAQ CADD DRAWING: 4628-5ST-EX-CQND SHEET TITLE UTILITY PLAN z z ZY.�2 t-1 ICV z p N'f Cq 0 0 z A4 0 .—. w Z w w w Q SHEET TITLE UTILITY PLAN ^f W i S STREET � CURS R€€;t: 4 M SCALE V = 30' BASIN AREA REQ'D TREATMENT AREA PER RATIONAL METHOD DESIGN FACILITY AREA 15 30 60 FIRE- 16 HYDRANT EASEMENT NOTES 1 BARGAIN AND SALE DEED TO CITY OF SPRINGFIELD FOR PUBLIC USE RECORDED JULY 6, 1978, RECEPTION NO. 78046741 LANE COUNTY OREGON DEEDS AND RECORDS 1 FOOT WIDE RESERVE STRIP AS SET FORTH IN BARGAIN AND SALE DEED 4> RECORDED JULY 6, 1978, RECEPTION NO. 78046741 LANE COUNTY OREGON DEEDS AND RECORDS. ODEED TO CITY OF SPRINGFIELD RECORDED APRIL 8, 1988, RECEPTION NO. 8813697 LANE COUNTY OREGON DEEDS AND RECORDS., 10' ROADWAY EASEMENT IN WARRANTY DEED RECORDED OCTOBER 7, 1971, RECEPTION NO. 71067436 LANE COUNTY OREGON DEEDS AND .RECORDS. 10' ROADWAY EASEMENT CONTAINED IN WARRANTY DEED RECORDED NOVEMBER 5,' 1971, RECEPTION NO. 71071751 LANE COUNTY OREGON DEEDS AND RECORDS. 5' PUE; RECORDED APRIL 20, 1978, RECEPTION NO. 78046810 LANE COUNTY OREGON DEEDS AND RECORDS. STORMWATER OVERVIEW THE APPLICANT IS PROPOSING TO CONSTRUCT A MULTI -FAMILY AFFORDABLE HOUSING COMPLEX ON A 3.5 ACRE TRACT OF VACANT PROPERTY. THE.PROPOSED-IMPROVEMENTS WILL -CREATE A TOTAL OF 2.29 ACRES'OF IMPERVIOUS, SURFACE., STORMWATER RUNOFF FROM THESE NEW IMPERVIOUS SURFACES IS INTENDED TO BE RETAINED ON-SITE IN VEGETATED RAIN GARDENS WHERE IT WILL PERCOLATE BACK INTO THE .GROUND. THE PROPOSED RAIN GARDENS WERE: SIZED BASED ON FLOWS GENERATED UNDER A I0 YEA6/24 HR STORM EVENT FOUR INFILTRATION TESTS WERE PERFORMED AS Ai COMPONENT OF THE ,0 FOOT 0 --W- -OHW. . —UE_.. . G — WW- —STM- 0-01 �so,1 V SD WW SD 0 IVA no !m ♦ t "•�•w. NN wwswwwwsy M. • Stormwater Treatment Facilities PROPERTY CORNER WATER MAIN OVERHEAD POWER UNDERGROUND POWER NATURAL GAS MAIN CHAIN LINK FENCE LINE EXISTING EXTRUDED CURB EXISTING CURB & GUTTER EXISTING SUBDIVISION BOUNDARY EDGE GRAVEL PAVING EXISTING GROUND CONTOUR PROPOSED GROUND CONTOUR EXISTING WASTEWATER PIPE EXISTING STORMWATER PIPE EXISTING WASTEWATER MANHOLE EXISTING STORMWATER MANHOLE PROPOSED WASTEWATER MANHOLE PROPOSED STORMWATER MANHOLE PROPOSED WASTEWATER PIPE PROPOSED STORMWATER PIPE FUTURE CLEANOUT POWER POLE CARRYING OVERHEAD POWER EXISTING TELEPHONE RISER EXISTING WATER METER FUTURE WATER METER SECONDARY UTILITY VAULT EXISTING STREET LIGHT EXISTING CURB INLET EXISTING FIRE HYDRANT EXISTING WATER VALVE FUTURE FIRE HYDRANT FUTURE WATER VALVE EXISTING DRIVEWAY CURB CUT EXISTING CONCRETE SIDEWALK FUTURE CONCRETE SIDEWALK MAPPED SOIL BOUNDARY SOIL CLASSIFICATION IDENTIFIER FACILITY BASIN AREA REQ'D TREATMENT AREA PER RATIONAL METHOD DESIGN FACILITY AREA SURFACE ELEVATION NORTHWEST RAIN GARDEN No. 1 36,402 sq. ft. 1530 sq. ft. 1539 sq. ft. 449.0 NORTHEAST RAIN GARDEN No. 2 z 63,420 s ft. q 2584 s ft. q 2710 s ft. 4 450.0 OVERALL"GEO-TECHNICAL REPORT PREPARED FOR THE PREVIOUS OWNER BY EARTH ENGINEERS INC. IN AUGUST OF 2017. PER General Coanstruction Notes THE. AFOREMENTIONED REPORT THE NORTHERN MOST (IT -2) AND EASTERN MOST (IT -i) TEST`HOLES YIELDED SUBSTANTIAL INFILTRATION RATES, BECAUSE OF THEIR PROXIMITY TO THE BAR RUN LAYER. THE TWO CENTRAL TEST PITS IIT -3 & IT -41. INSTAL FLOW DIFFUSER AND SPLASH WERE MEASURED AT A DEPTH MORE Cf.OSELY REFLE£TING'THE FINISH SURFACE OF THE RAIN GARDENS PROPOSED UNDER THIS ® L A H PAD CLASS 54 RIP -RAP OVER NONWOVEN SITE REVIEW APPLICATION. IT -3 YIELDED AN INFILTRATION RATE OF I0'/HR AND IT -4 HAD AN INFILTRATIONRATE OF OEOTEXTILE LAYER (GEOTEX 451 OR APPROVED EQUAL) AT ALL PIPE OUTLETS 16'/HR. RESULTING IN AN AVERAGEINFILTRATION RATE OF 13`/HR. FOR THE PURPOSES OF SIZING THE RAIN GARDENS, ! AND SPILLWAYS. uj HAVE CHOSEN AN INFILTRATION RATE OF 6'/HR FOR SAFETY FACTOR OF 2.2. THE TOTAL IMPERVIOUS SURFACE WAS BROKEN 25.0' INTO TWO SUB-BASINS..BASIN `I CONTAINS 36,402 SQ. FT. OF IMPERVIOUS SURFACE AND DRAINS TO THE RAIN GARDEN AT EXISTING NON -COMPACTED NATIVE MATERIAL, SCARIFIED TO ACCEPT PLANT MATERIAL. THE NORTHWEST CORNER OF THE SITE. BASIN 2 CONTAINS 63,ANDB CONFIRM MINIMUM DEPTH OF 14 OF SOIL ABOVE THE BAR -RUN LAYER IN THE SOIL PROFILE. 420 SQ. FT: OF IMPERVIOUS SURFACE ;DRAINS TO THE `^'' a VARIES VARIABLE VARIE1, RAIN GARDEN ALONG THE EASTERN AND NORTHEAST CORNER OF THE SITE. THE IMPERVIOUS SURFACE AREA OF THESE o INDIVIDUAL SUB -BASINS, COUPLED. WITH THE 6`/HR PERCOLATION RATE AND RAINFALL QUANTITIES PRODUCED IN A 10 INSTALL PLANT MATERIAL IN ACCORDANCE WITH SCHEME I OF THE 2014 aa. YEAR/24 HR. -STORM EVENT WERE UTILIZED UNDER THE SANTA BARBARA METHOD TO DETERMINE THEQ RE UIRED SURFACE AREA D CITY OF EUGENE STORMWATER MANAGEMENT MANUAL UTILIZING APPROPRIATE VARIABLE WIDTH TREATMENT AREA " PLANT SPECIES FROM APPENDIX `D OF THE AFOREMENTIONED SWMM. OF EACH RAIN GARDEN NECESSARY TO STORE THE FLOWS GENERATED UNDER THE 10 YR./24 HR. EVENT TO A pEPTH OF 1.0 OVERFLOW FOOT. IN AN ATTEMPT TO MIMIC A MORE NATURAL CONDITION THE RAIN GARDENS WERE DESIGNED ON A SERPENTINE. PATH. TOP RAIN RAIN GARDEN GARDEN 451.0/452.0 SURFACE 449.0/450.0 FL•450.0/451.0 RIMw VARIES OF VARYING WIDTHS RESULTING IN AN OVERALL BOTTOM AREA EQUAL TO OR GREATER THAN THE CALCULATED BOTTOM AREA p CONSTRUCT CONCRETE SPILLWAY WHERE REQUIRED T MATCH EXISTING. C WET ZONE NEEDED TO ACHIEVE' THE REQUIRED STORAGE DEPTH. AS AN ADDED SAFETY FACTOR. THERE IS AN OVERFLOW FROM THE _ 1( NORTHEAST RAIN GARDEN TO THE NORTHWEST RAIN GARDEN WHICH IN TURN HAS AN OVERFLOW TO .THE: PUBLIC STORMWATER � SYSTEM LOCATED IN STH STREET. B ////////// /OVERFLOW I�I l" " 0=58—TV, 5.0' MIN. 10.0' MIN. —. cri �T CVt 2V�J at 0� Rain Garden Typical Section lUl NO SCALE ori lna4 Submiffal BUILDING Isms: 12-31,205-1 REVISIONS REV. DATE I UESCRII 04-25-2019 1 ISSUE 1 06-12-2019 1 C6 REV PROJECT NO. 4628-5ST DRAWN BY: KSG CHECKED BY: JA0 CADD DRAWING: 4628-SST-EX-COND 0 C Z 0- 4 C .QO z 04 ei- I� � �C) Z O v, wet �CZ d � 00 C) tJ1 p., M H Z zog W z W chis vt PROJECT NO. 4628-5ST DRAWN BY: KSG CHECKED BY: JA0 CADD DRAWING: 4628-SST-EX-COND SHEET TITLE STORMWATER MANAGEMENT 1 PLAN SHEET NO. E�A Z 0- 4 C z 04 ei- I� � r- Z O v, d � 00 C) Z W z W O 1 SHEET TITLE STORMWATER MANAGEMENT 1 PLAN SHEET NO. E�A GENERA. NOTES: PLANTING LEGEND 1. SEE ARCHITECTURAL DRAWINGS FOR SITE PLAN. 2. PLANT MATERIAL FOR REQUIRED LANDSCAPE AREAS TO BE SELECTED FROM CITY OF SPRINGFIELD DEVELOPMENT CODE 3. SEE CIVIL ENGINEER'S PLANS AND DETAILS FOR STORMWATEREXISTING TREES FACILITY DESIGN, SPECIFICATIONS AND OVERALL SITE PLAN. ON ADJACENT PROPERTIES LAWN JUE (JUNCUS EFFUSUS) 4. SEE LA -2 FOR PLANTING SCHEDULE AND DETAILS IRRIGATION SYSTEM DESCRIPTION: 1. AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM WILL BE PROVIDED FOR ALL LANDSCAPE AREAS. 2. SYSTEM WILL PROVIDE HEAD TO HEAD COVERAGE. 3. SYSTEM WILL PROVIDE SEPARATE ZONES FOR DIFFERENT SOLAR ORIENTATIONS. 4. HEAD LAYOUT WILL MINIMIZE OVERSPRAY ONTO PAVED SURFACES. 5. IRRIGATION MAINLINE PIPING TO BE SCH 40 PVC. LATERAL PIPING TO BE CLASS 200 PVC. MINIMUM PIPE SIZE TO BE 314". 6. IRRIGATION HEADS AND NOZZLES TO BE A COMBINATION OF HUNTER STANDARD AND PRESSURE REGULATED SPRAY BODIES, HUNTER FIXED ARC SPRAY NOZZLES AND MP ROTATOR NOZZLES. 7. AUTOMATIC CONTROL VALVES TO BE HUNTER ICV WITH ACCU-SYNC PRESSURE REGULATING DIALS AT SPRAY ZONES. 8. IRRIGATION BACKFLOW PREVENTER TO BE WILKINS MODEL 950XLT. 9. IRRIGATION CONTROLLER TO BE HUNTER I -CORE OR PRO -C. 10. MANUAL DRAIN VALVES TO BE PROVIDED AT MAINLINE LOW POINTS. 11. MASTER SHUT-OFF VALVE TO BE PROVIDED UPSTREAM OF IRRIGATION BACKFLOW. 12. IRRIGATION PIPING TO BE SIZED SO THAT VELOCITY OF FLOW DOES NOT EXCEED 5 F.P.S. 13. RAIN SENSOR SHUT-OFF TO BE PROVIDED AT REPRESENTATIVE SOUTH OR WEST BUILDING EXPOSURE. 14. SCH 40 PVC IRRIGATION SLEEVES TO BE INSTALLED AT ALL LOCATIONS WHERE IRRIGATION PIPING CROSSES UNDER PAVED AREAS. EXISTING CONIFEROUS SHRUBS JUP (JUNCUS PATENS) TREES TO REMAIN DECIDIOUS TREES CONIFEROUS TREES *** POM (SWORD FERNS) a e Copy qh1q - 00D168-'ryp2- h ayn -�y bc)04 P3 o �� FOR FINAL SITE REVIEW JUN 26 229 Original ! 0 5 10 20 40 80 SCALE: 1"=20'-O" ��IST4 David J. Dougherty [—a OREGON p.p Ag BERGSUND DELANEY ARCHITECTURE AND PLANNING EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PIANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF BERGSUND DELANEY ARCHITECTURE AND PLANNING. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD BERGSUND DELANEY ARCHITECTURE AND PLANNING HARMLESS. A ., • t • I 1 � •i i i 7• ,, *. SII � T i ��IST4 David J. Dougherty [—a OREGON p.p Ag BERGSUND DELANEY ARCHITECTURE AND PLANNING EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PIANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF BERGSUND DELANEY ARCHITECTURE AND PLANNING. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD BERGSUND DELANEY ARCHITECTURE AND PLANNING HARMLESS. date 05.28.2019 file d.b. LS LA -1 A ., • t • I 1 � •i i i 7• ,, *. SII • date 05.28.2019 file d.b. LS LA -1 r - GUY WIRE STAKES AS SPECIFIED - EVENLY SPACED (2) EACH ORNAMENTA000NIFER TREE (3) EACH SHADE TREE REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL MULCH AS SPECIFIED (2" CLEAR AT TRUNK) CONCRETE WALK OR CURB PLANTING SOIL SUB GRADE COMPACTED TOPSOIL (BELOW ROOT BALLS ONLY) NOTE MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TO FACE NORTH AT THE SITE WHENEVER POSSIBLE. TREE PLANTING AT PARKING AREAS SECTION SCALE: 1/2" = V-0" LL u z C c: a 2 LL a 2 a C , PE d C, r L Q L I GUY WIRE STAKES AS SPECIFIED - EVENLY SPACED (2) EACH ORNAMENTAUCONIFER TREE (3) EACH SHADE TREE REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL MULCH AS SPECIFIED (2" CLEAR AT TRUNK) PLANTING SOIL SUB GRADE COMPACTED TOPSOIL (BELOW ROOT BALLS ONLY) NOTE MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TO FACE NORTH AT THE SITE WHENEVER POSSIBLE. SECTION OFTA1011 91 ilk 10 SCALE: 1/2" = V-0" �o 0� �ol _I z f g(0I W j W Ix U):D z TYPICAL SHRUB PLANTING SECTION ADJACENT BUILDING OR EDGE OF PLANT BED REMOVE ALL BINDINGS AND BURLAP FROM ENTIRE ROOT BALL MULCH AS SPECIFIED (2" CLEAR AT TRUNK) PLANTING SOIL WITH SPECIFIED FERTILIZER AND AMENDMENTS COMPACTED TOPSOIL (BELOW ROOT BALLS ONLY) SCARIFIED SUB -GRADE ACC - SPACING "D" ROW "A" SPACING "D" ROW "A" PLANT SCHEDULE STORMWATER PLANT SCHEDULE 3" O.G. 2.6" 18" O.G. 15.6" ACRR 6" O.G. 5.2" 24" O.C. 20.8" KEY JQTY. I BOTANICAL NAME ICOMMONNAME MIN. SIZE I COMMENTS Cercis canadensis'Forest Pansy' I KEY JQTY. I BOTANICAL NAME ICOMMON NAME I MIN. SIZE I COMMENTS 9" O.C. 7.8" 30" O.C. 26.0" 2" cal. Matching, limbed up to approx 6 ft. THPE - Thuja plicata Western Red Cedar 10' ht. Matching, full TITO - Tllia tomentosa Silver Linden 2" cal. Matching, limbed up to approx. 6 ft. TPH Thuja plicata'Hogan' 12" O.C. 10.4" 36" O.C. 30.0" Tsuga mertensiana 15" O.C. 13.0" 48" O.C. 41.5" ACC - Acer circinatum Vine Maple 6' ht. multi -stem, B&B ACG - Acer griseum Paper Bark Maple 1.5" cal. multi stem, B&B, matching, full ACRR Acer rubrum 'Red Sunset Red Sunset Maple 2" cal. Matching, limbed up to approx. 6 ft. BENC - Betula nigra'Cully' Heritage Birch 8' ht. multi -stem, full, B&B CECF - Cercis canadensis'Forest Pansy' Forest Pansy Red bud 6' ht. single stem, B&B, matching, full COE - Cornus 'Eddle's White Wonder White Wonder Dogwood 1" cal. single stem, B&B, matching, full GIBA - Ginkgo biloba `Autumn Glory' Maidenhair Tree 2" cal. Matching, limbed up to approx 6 ft. THPE - Thuja plicata Western Red Cedar 10' ht. Matching, full TITO - Tllia tomentosa Silver Linden 2" cal. Matching, limbed up to approx. 6 ft. TPH Thuja plicata'Hogan' Hogan Red Cedar 8' ht. Matching, full, B&B TSM - Tsuga mertensiana Mountain Hemlock 6' ht. Matching, full, B&B ABGE - Abelia grandiflora'Edward Goucher Edward Goucher Glossy Abelia 5 gal. matchin full, staked AUC - Arbutus unedo'Compacta' Strawberry Tree 5 gal. matching, full CAJ Camellia japonica 'Purity' Purity Camellia 5 gaL matching, full CIPS - Cistus x pulverulentus'Sunset Sunset Rockrose 5 gal matching, full COSE - Cornus alba 'Elegantissima' Isanti Red -Osier Dogwood 3 gal. matching, Full DO Daphne odora Winter Daphne 3 gal. matching, full EUAC Euonymus alata'Compacta' Compact Burning Bush 5 gal matching, full FOG - Fothergiila gardenii Dwarf Fothergilla 3 gal. matching, full HS - Hibiscus syriacus Rose of Sharon 4' ht. matching, full ICH - illex crenata'Helleri' Helier! Japanese Holly 3 gal. matching, full ICSP - Illex crenata'Sky Pencil' Sky Pencil Japanese Holly 3 gal. matching, full MC - Myrica californica Pacific Wax Myrtle 5 gaL matching, full NADL Nandina domestica'Lemon Hill' Lemon Hill Nandina 2 gaL matching, full PLO Prunus laurocerasus'Otto Luyken' Otto Luyken English Laurel 5 gal. matching, full PLMV - Prunus laurocerasus 'Mount Vernon' Mount Vernon Laurel 3 gaL matching, full POM - I Polystichum munitum Sword Fern 3 gal matching, full RHA - Rhododendron 'Anah Krusche' Anah Krusche Rhododendron 5 gal. matching, full RHU - Rhododendron 'Unique' Unique Rhododendron 5 gal. matching, full ROP - Rosmarinus'Prostratus' Rosemary 2 gal. matching, full RIS - Ribes sanguineum Red flowering Current 5 gaL matching, full SKJ - Skimmia japonica Japanese Skimmia 3 gaL matching, full SPJA Spiraea japonica 'Anthony Waterer Anthony Waterer Spiraea 34 ht matching, full SPBG Splraea japonica'Goidflame' Goidflame Spiraea 5 gaL matching, full SPD - Spiraea douglasii Western spiraea 34 ht. matching, full VID - Viburnum davidii David Viburnum 3 gal. matching, full VIT - Viburnum tinus'Spring Bouquet Spring Bouquet Viburnum 5 gal matching, full VIP - Viburnum plicatum tomentosum Double File Viburnum 3' ht, matching, full VO - Vaccinium ovatum Evergreen Huckleberry 13 gal. matching, full GROUNDCOVERS, PERENNIALS, GRASSES AND BULBS AZGW - Azalea 'Gumpo White' White Gumpo Azalea 2 gal, matching, full BC - Bergenia crassifolia Heartleaf Bergenia 4" pots matching, full, 15" o.c. BLS 24" o.c. Blechnum spicant Deer Fern 1 gal. matching, full ERCS - Erica carnea'Springwood' Springwood Heather 1 gal. matching, full LAM - Lavendula angustifolia'Munstead' Dwarf English Lavender 4 gaL matching, full PEAH - Pennisetum alopercuroides'Hameln' Hameln Fountain Grass 2 gal. matching, full RFG - Rudbeckla fulgida'Goldsturm' Goldsturm Black -Eyed Susan 1 gal. 15" o.c. RUCE 30" o.c. Rubus calycinoides'Emerald Carpet' 1 Emerald Carpet Rubus 1 gal. matching, full RUC 30" o.c. Rubus calycinoides Creeping Raspberry 1 gaL matching, full NTS FOR FINAL SITE REVIEW SCALE: 1/2" = 1'-0" �i 601 Kfvinl/ No Go0a Date Received U jNj 26 2g � ! 1 �GIS s4 C"{ David J. Dougherty [--� OREGON BERGSUND DELANEY ARCHITECTURE AND PLANNING EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF BERGSUND DELANEY ARCHITECTURE AND PLANNING. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD BERGSUND DELANEY ARCHITECTURE AND PLANNING HARMLESS. Gate 04.14.2019 file d,b. Ls i �GIS s4 C"{ David J. Dougherty [--� OREGON BERGSUND DELANEY ARCHITECTURE AND PLANNING EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF BERGSUND DELANEY ARCHITECTURE AND PLANNING. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD BERGSUND DELANEY ARCHITECTURE AND PLANNING HARMLESS. Gate 04.14.2019 file d,b. Ls N (E) 7'PUE STEPS,TYP 42"HT BOLLARD LIGHTS, TYP. AT STAIRS MONUMENT 11.1 cl� LO VISION CLEARANCE TRIANGLE STEPS,TYP E) �7-PUE 42"HT BOLLARD LIGHTS, TYP. AT STAIRS NEW 6' WOOD FENCE NEW 6' WOOD FENCE _T 0 U_ SWALE U') U_ C4 =) SEAT SEAT co WALL, ALL, TYP c-T11T BIKES 36 BIKES U') 0 2 BUILDING 12 W COMMUNITY 1r O BUILDING A 0 co BAC GROSS AREA: BUILDING 4 BUILDING 5 16-4- IL ILD co BUILDING I BUILDING 2 UILD14G 3 3,405 SF OFFICE BUILDING 6 0, BLDG TYPE H BLDG TYPE G BLDGTYPEG BLDG TYPE N BLDG TYPE N MULTI -FAMILY MULTI -FAMILY MIRROR NDR 7UT-- MIRROR MULTI -FAMILY BLDG TYPE L 14' UL U MULTI -FAMILY 7- UNITS MULTI -FAMILY 4 1 4 - UNITS 4 -UMTS MULTI -FAMILY 7 - UNITS 26' GROSS AREA: 12 -UNITS GROSS AREA: GROSS AREA: 4 - UNITS COVERED PORCH 4� 5,068 SF 9 ---KL— GROSS AREA: 7,241 SF 18-4- GROSS AREA: 4,800 SF 5,068 SF 26 0" GROSS AREA: 7,241 SF 0) Cn 7,845 SF 213 ES Cl) 9 C> 0 101-01, F -O" co rn ' IE: 10 POLE PLArAR EA 10--o'. 3 BDRM LIG T TY 3 BDRM0 0 24'-0" ACCESSIBLE 0 CCESSIBLE 1 'POLE UNIT UNIT 2 BDRM IG T TYP ACCESSIBLE Cl) UNIT ,4 C IL_ IE (0 co 0 5 tpO' L—IM, NO T TO IN I G D N _cn j 1 BDRM -PC LIGHT -FYP (0 IM NI C�Mmur ITk) 17 / S�� A 0 ACCESSIBLE 0-1 %R )E 4S o ARB UNIT Gj RE ENS !I! Cl) il 9 9 Cl) ==�j MAI� I H U') Xly I TRAS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32& 57 58 59 60 CROSSING RECY LE (E) "ELL WAY DRIVE co -01, W-011 T -O" 1-01, T -O" 9,-w 9`0" 91 L FIRE URN r AROUND co STRIPE 9 STRIPE 9 CROSSING CROSSING 7,-0" 7'-0" 10'-4" 7'-0" 7,-0" -01, J� C C C G C C C C 6-0" 105 104 103 102 101 100 99 8 9 96 95 94 TRASH 93 92 91 0 8 88 87 86 85 84 83 81 80 79 78 77 7 5 74 73 72 71 70 9 6 67 66 65 64 63 62 61 e— & ECYCLE A 11 1 — III I I BUILDING 11 91 1 1 10 1 1 12' L 9 H BLDG TYPE K 12 POLE UGHTTYP 9 7' MULTI -FAMILY LIG T bALI 5 - UNITS GROSS AREA: 5,966 SF BUILDING 10 BUILDING 9 BUILDING 8 BUILDING 7 BLDG TYPE M 20'-3" BLDG TYPE F 20-4- BLDG TYPE F 20'-3" BLDG TYPE F MULTI -FAMILY MULTI -FAMILY MULTI -FAMILY MULTI -FAMILY 77 9 - UNITS 6 - UNITS 6 - UNITS 6 - UNITS GROSS AREA: GROSS AREA: GROSS AREA: GROSS AREA: 27'-5" 8,449 SF 6,729 SF 6,729 SF — 6,729 SF —.=L L 00 I - w ---------- (E) 6'CHAIN LINK FENCE(E) 6CHAIN LINK FENCE TO REMAIN -7 566'-8" TO REMAIN Date Recelveed JUK,! 2 6 Original Subrriiffual_ Scale: 1"=20' 0. ti NEW 6' WOOD FENCE NEW 6' WOOD FENCE Revision Summary Revision Number Revision Date 1 SITE REVIEW 0 0 Z < U) 3: 0 0 Z < w W z 0 0 < (!) W W (!) Z w X w o 0 (1 'w C) :2 U) IZ 0 LO r— M Z 0 w (L 0", z LL W w 2 0 r SITE PLAN REVIEW SITE PLAN TAX MAP: 17-03-26-24 TAX LOT #: 4600, 4601, 4700, 4800, 4900, 5000 date April 2019 file 1840 d.b. CT / SB, A001 TRASH ENCLOSURE 1'-0" 1 1-0" coo gtl�l�� (700158 P2 &viW iibYW?S �( �SUo� ���Of21 a tecelV PRE -FINISHED STANDING SEAM SHEET METAL ROOFING POWDER COATED STEEL FRAME, JOIST POST & BEAM GROUND FACE CAP SPLIT FACE CMU WALL (ALL SIDES) 4" CONCRETE SLAB 1/4'1=11-011 �A002% 1/4"=19-011 - 111- -- � ---1,AINLINK GATE WITH VINYL BLACK SLATS AND ADA COMPLIANT LEVER Aoo3) TRASH ENCLOSURE zc UWX1 L VV f "f % ii 1 1iAVL.Ilvlx Vrl%I L - WITH VINYL BLACK SLATS 1/4"=1'-0" '\A003) TRASH ENCLOSURE cp N �., ELEVATION VIEW 6"x24' S EEL PLATES, l�l'P N z 1 ( "tll" BIKE RACK I I L J 2'-0" _ J N z I ( 6'-0" CLEARANCE PLAN VIEW - SINGLE "U" P.T. 3X6 BUMPER SHOT (2) SIDES 'F F 2"X1"SCH4� a I RECT.STEEL z TUBING o I MOUNTING ILS o w N LU I I U (L "U" BIKE RAC) z z LU w LU I i I I z MI �0- co I i co a. i I LU I Z o I 2'-0" 2'-0" 2'-0" I O ZT a w I N CK LOCATE CENTER ONE J 6'-0" CLEARANCE PLAN VIEW - MULTIPLE "U" 1/4'1= 1 1-011 1/2"=11-011 /2"=11 -rt" 5 P.T. 3X6 BUMPER SHOT T.O. BLOCK AT 4 FT AFF A002 SCORED CONCRETE, TY P 8% MAX CONNECT TO NEAREST T�" SLOPE STORM DRAIN 5'-0" TRENCH DRAIN; CONNECT TO NEAREST STORM DRAIN 4 A002 FLOOR DRAIN TO CONNECT TO SANITARY 1/4"= 1 V-011 tA002/ W I A. CL- 1.5% MA; CROSS SLOPE,'r 8% MAX SLOPE 3 YARD CONTAINER 48W X 82L X 56H REFUSE / RECYCLING /SLOPE TO -,-,-0, DRAIN 3 YARD CONTAINER 48W X 82L X 56H 12'-0" c% w 00 CO o � w 4" DIA. HEAVY DUTY GALVANIZED POSTS: FILL WITH GROUT 1/4"=11-011 BERGSUND DELANEY ARCHITECTURE AND PLANNING EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED. CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER. NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF BERGSUND DELANEY ARCHITECTURE AND PLANNING. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HAD BERGSUND DELANEY ARCHITECTURE AND PLANNING HARMLESS. NOTES: 1. ALL COMPONENTS TO BE POWDER COATED BLACK 2. WELD EACH "U" TO PLATES OR RAIL, OR MOUNT 1 2" TO 2 4" SCH 40 WITH VANDAL RESISTANT OR HIDDEN FASTENERS STEEL PIPE 3. FOR SINGLE "U" INSTALLATION, EQUIP EACH MOUNTING PLATE WITH 2 ANCHOR BOLT HOLES 4. FOR MULTIPLE "U" INSTALLATION, EQUIP MOUNTING RAILS WITH A MIN. OF 2 ANCHOR BOLT HOLES PER "U". 5. FASTEN MOUNTING AND PLATES AND RAILS TO PAVEMENT SURFACE WITH VANDAL RESISTANT 1 2" TO 2 q" SCH 40 CONCRETE ANCHOR MOUNTING HARDWARE. STEEL PIPE 6"x24' S EEL PLATES, l�l'P N z 1 ( "tll" BIKE RACK I I L J 2'-0" _ J N z I ( 6'-0" CLEARANCE PLAN VIEW - SINGLE "U" P.T. 3X6 BUMPER SHOT (2) SIDES 'F F 2"X1"SCH4� a I RECT.STEEL z TUBING o I MOUNTING ILS o w N LU I I U (L "U" BIKE RAC) z z LU w LU I i I I z MI �0- co I i co a. i I LU I Z o I 2'-0" 2'-0" 2'-0" I O ZT a w I N CK LOCATE CENTER ONE J 6'-0" CLEARANCE PLAN VIEW - MULTIPLE "U" 1/4'1= 1 1-011 1/2"=11-011 /2"=11 -rt" 5 P.T. 3X6 BUMPER SHOT T.O. BLOCK AT 4 FT AFF A002 SCORED CONCRETE, TY P 8% MAX CONNECT TO NEAREST T�" SLOPE STORM DRAIN 5'-0" TRENCH DRAIN; CONNECT TO NEAREST STORM DRAIN 4 A002 FLOOR DRAIN TO CONNECT TO SANITARY 1/4"= 1 V-011 tA002/ W I A. CL- 1.5% MA; CROSS SLOPE,'r 8% MAX SLOPE 3 YARD CONTAINER 48W X 82L X 56H REFUSE / RECYCLING /SLOPE TO -,-,-0, DRAIN 3 YARD CONTAINER 48W X 82L X 56H 12'-0" c% w 00 CO o � w 4" DIA. HEAVY DUTY GALVANIZED POSTS: FILL WITH GROUT 1/4"=11-011 BERGSUND DELANEY ARCHITECTURE AND PLANNING EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED. CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER. NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF BERGSUND DELANEY ARCHITECTURE AND PLANNING. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HAD BERGSUND DELANEY ARCHITECTURE AND PLANNING HARMLESS. date April 2019 file 1840 d.b. CT '11 Revision Summary Revision Revision Number Date vJ O ,. Z ® W W Q c G O C� W LL.1 W Z Of o 0 V W 0 _ ® in Lo - o O LL.�z O m ra O coz U) W o SITE PLAN REVIEW date April 2019 file 1840 d.b. CT '11 TOTAL OPENING AREA: 236 SF TOTAL FACADE AREA: 683 SF OPENING / FACADE RATIO: 34% BUILDING F FRONT ELEVATION - OPENINGS & FACADE DIAGRAM 1/16" = 1'-0" 12 12 --15 a8' 4� �4� ���� I - - ----.- - 24'/6/j/ 2l _ _ ► �n oEPOS ! I I M C> 0 50p, /PG i o �FT Date CtC N LDR MDR JUN 2 6 DS DS of inal Submill al 151-911 - 9' - 3.. NORTH PROPERTY 26-011 BUILDING ELEVATION - BACK LINE 30' - 0" 1/811 = 11-011 35' - 0" 40'-0" _ — 50'-0" BUILDING ELEVATION - SIDE 1/811 = 1'-0" LAP SIDING FIBER CEME 8"EXPOSUR COMPOSITE SHINGLE �R.. 1 -ST FLOOR ._ Of - 0'f DS DS COMPOSITE SHINGLE, TY DS DS BUILDING ELEVATION -SIDE. 1/8"= 1'-011 C, u BUILDING ELEVATION - FRONT 1/8" = 1' -Off DS DS BUILDING SIDE ELEVATION SOLAR & LDR / MDR SETBACK DIAGRAM 1/16" = 1'-0" 5'-0" IVA I I I I I i I I I I I I I I ? I I I I 36 BIKES 36 BIKES ZD w W 1 LU �CO �t y t+ W I� O 4 U) SHOP / MECH WC WC ° C> KITCHEN ® no „ o O KIDS ROOM MEETING ROO� ® , — r' a tr O Z LL U) W OFFICE 0 Z � BACK DOOR 09 • Ij V I [Ell -- LAUNDRY N M WAITING I? m — FRONT _ -� PORCH �- 0 (2) BIKE (SHORT TE ® [1-31 o o 0 12'- 10 1/2" FLOOR PLAN - 1 ST FLOOR 1/8" = 1'-0" 42'- 1 1/2" 12'- 10 1/2" BUILDING # 12 RM) { I ARA G. ERGSUN { i lcy�EUGENE, OREGON 3860 IV 0 BERGSUND DELANEY ARCHITECTURE AND PLANNING EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF BERGSUND DELANEY ARCHITECTURE AND PLANNING. IN HE EVENT OF UNAUTHORI7FD REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD BERGSUND DELANEY ARCHITECTURE AND PLANNING HARMLESS. ® z Q w W 1 Q �t y t+ W I� O r � U) ® LoW O ® z u- tc,z t� � O — r' a tr O Z LL U) W W O • { I ARA G. ERGSUN { i lcy�EUGENE, OREGON 3860 IV 0 BERGSUND DELANEY ARCHITECTURE AND PLANNING EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF BERGSUND DELANEY ARCHITECTURE AND PLANNING. IN HE EVENT OF UNAUTHORI7FD REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD BERGSUND DELANEY ARCHITECTURE AND PLANNING HARMLESS. SITE PLAN REVIEW COMMUNITY BUILDING FLOOR PLANS & ELEVATIONS date Amil2019 file 1840 d.b. CT ® z Q w W z Q z W WW C O r � U) ® LoW O ® z u- tc,z t� � O — r' a tr O Z LL U) W W O SITE PLAN REVIEW COMMUNITY BUILDING FLOOR PLANS & ELEVATIONS date Amil2019 file 1840 d.b. CT TOTAL OPENING AREA: 395 SF TOTAL FACADE AREA: 2,067 SF OPENING / FACADE RATIO: 19% BUILDING F FRONT ELEVATION - OPENINGS & FACADE DIAGRAM 1/16" = T-0" BUILDINGS # 7, 8, 9 12 6 F- DS DS DS DS BUILDING ELEVATION - BACK 1/8" = 1 "-01 " 12 5 DS DS BUILDING ELEVATION - SIDE 1/8'1 = 1 "-01 " HIP ROOF AT BUILDING 7 EAST END ONLY --� nROOF _..i - Jit q �38R.D FLOOR _2ND FLOOR 1 ST FLOOR V0'-p" — DS DS BUILDING ELEVATION - FRONT r®— 1/811 = 1'-0" o o � _ st ' M ' O � M ' 04 LDR ------------ -1 4 FRONT ELEVATION - LDR / MDR SETBACK DIAGRAM 1/16" = 1'-0" 12 51- DS DS 6 BUILDING ELEVATION - SIDE BUILDINGS # 7, 8, 9 A2 1/8" =I 1-011 JUN 2 6 2013 Original Submittal M DS DS DS 512 HIGH TRANSOM WINDOWS - BUILDING #7 EAST END V— BUILDING # 7 BUILDINGS # 7, 8, 9 w R ©a DS DS \ DS DS DS BUILDINGS # 8, 9 DECORATIVE DS DS DS DS DS leo n�.e 5 lend lODD 15 12 J BUILDING 7 ELEVATION - EAST SIDE z 1/8" = 1'-0" M BUILDING # 7 Al--� _ FIBER CEMENT SIDING 8" EXPOSURE COMPOSITE SHINGLE ROOF r _. El a M L:j EA M FIBER CEMENT SIDING 4" EXPOSURE D DS S - IAS 0 <V co 3RD FLOOR PLAN 1/811 = V-0" BUILDINGS # 7, 8, 9 2ND FLOOR PLAN 1/811 /8" = 1'-0'" r- 3 BR TOWNHOUSE 1 ST FLOOR PLAN BUILDINGS # 7, 8, 9 1- A2 1/8" = 1'-0" 3 BR TOWNHOUSE COMMON STAIR 14'-0" lr 27'-9' _ L/ 14'-0" 241-711 2 BR FLAT COMMON STAIR 2 BR FLAT ORWIR 3 BR TOWNHOUSE BUILDINGS # 7, 8, 9 i ARA G. ERGSUN o � �UGENE, OREGON 3864 til d BERGSUND DELANEY ARCHITECTURE AND PLANNING EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF BERGSUND DELANEY ARCHITECTURE AND PLANNING. IN E EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD BERGSUND DELANEY ARCHITECTURE AND PLANNING HARMLESS. REVISION SCHEDULE Revision Revision Number Date 1 SITE REVIEW Y Vj 3: O DS DS 6 BUILDING ELEVATION - SIDE BUILDINGS # 7, 8, 9 A2 1/8" =I 1-011 JUN 2 6 2013 Original Submittal M DS DS DS 512 HIGH TRANSOM WINDOWS - BUILDING #7 EAST END V— BUILDING # 7 BUILDINGS # 7, 8, 9 w R ©a DS DS \ DS DS DS BUILDINGS # 8, 9 DECORATIVE DS DS DS DS DS leo n�.e 5 lend lODD 15 12 J BUILDING 7 ELEVATION - EAST SIDE z 1/8" = 1'-0" M BUILDING # 7 Al--� _ FIBER CEMENT SIDING 8" EXPOSURE COMPOSITE SHINGLE ROOF r _. El a M L:j EA M FIBER CEMENT SIDING 4" EXPOSURE D DS S - IAS 0 <V co 3RD FLOOR PLAN 1/811 = V-0" BUILDINGS # 7, 8, 9 2ND FLOOR PLAN 1/811 /8" = 1'-0'" r- 3 BR TOWNHOUSE 1 ST FLOOR PLAN BUILDINGS # 7, 8, 9 1- A2 1/8" = 1'-0" 3 BR TOWNHOUSE COMMON STAIR 14'-0" lr 27'-9' _ L/ 14'-0" 241-711 2 BR FLAT COMMON STAIR 2 BR FLAT ORWIR 3 BR TOWNHOUSE BUILDINGS # 7, 8, 9 i ARA G. ERGSUN o � �UGENE, OREGON 3864 til d BERGSUND DELANEY ARCHITECTURE AND PLANNING EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF BERGSUND DELANEY ARCHITECTURE AND PLANNING. IN E EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD BERGSUND DELANEY ARCHITECTURE AND PLANNING HARMLESS. REVISION SCHEDULE Revision Revision Number Date 1 SITE REVIEW Vj 3: O ARA G. ERGSUN o � �UGENE, OREGON 3864 til d BERGSUND DELANEY ARCHITECTURE AND PLANNING EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF BERGSUND DELANEY ARCHITECTURE AND PLANNING. IN E EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD BERGSUND DELANEY ARCHITECTURE AND PLANNING HARMLESS. BUILDING TYPE F FLOOR PLANS & ELEVATIONS date April 2019 file 1840 d.b. CT BUILDINGS # 7, 8, 9 2 REVISION SCHEDULE Revision Revision Number Date 1 SITE REVIEW Vj 3: O ,- Z Z Q �W Z LO W W W O cn O i U) d.� _ 0 _ C) U-) W O ® Z LL �Z hZ O L.Lj0')� Q- � O IL W W ® _ SITE PLAN REVIEW BUILDING TYPE F FLOOR PLANS & ELEVATIONS date April 2019 file 1840 d.b. CT BUILDINGS # 7, 8, 9 2 TOTAL OPENING AREA: 316 SF TOTAL FACADE AREA: 1,492 SF OPENING / FACADE RATIO: 21% BUILDING G FRONT ELEVATION - OPENINGS & FACADE DIAGRAM 1/16" = 1'-0" MES a DS BUILDING ELEVATION - BACK 1/8" = 1'-0" BUILDING #2 O.H. AT BUILDING #3 Fi►� Cay 5 i I� P�an� nevi eu� �byv�es -Rr C�uod 12 12 -101 '� ■ 1111111■II■■I■IIIIIII� � �� � � I "' �■1111■II■I■11■I�III � riles Irr rrr I�I� II' '1 �� � -- � � 1 illl��ia�iell�■��.r. � � 111■ ■ ■ s s � DS DS DS 1 BUILDING ELEVATION - SIDE 1/811 = 1'-0" FIBER CEMENT SIDING 8"EXPOSURE � 1 2ND FLOOR _ 9' 2#1 �1.1.ST FLOOR 0'-0„ DS BUILDING ELEVATION - FRONT 12 6r, BUILDING #2 O.H. AT BUILDING#3 DECORATIVE GABLE VENT, TYP. 12 61 v12s CO N DS BUILDING #2 O.H. AT BUILDING #3 DS DS BUILDING ELEVATION - SIDE A3 1/8" = 1'-0" -16 COMPOSITE SHINGLE ROOF 12 12 6 HIGH TRANSOM WINDOW, TYP. BUILDING #2 O.H. AT BUILDING #3 1/8" = 1'-0" DS DS DS DS :R CEMENT SIDING XPOSURE BUILDING #2 O.H. AT BUILDING #3 Date Received JUN 2 6 2019 Original Submittal BC r BUILDING G FRONT ELEVATION - SOLAR SETBACK DIAGRAM 1/16" = 1'-0" NORTH PROPERTY LINE BUILDING #2 O.H. AT BUILDING #3 •I 3 BR FLAT 2ND FLOOR PLAN 1/8" = 1'-0" 20'-2" 25'- 8 1/2" 12'-4" BUILDING #2 O.H. AT BUILDING #3 1 ST FLOOR PLAN 1/811 /8" = 1'-0" 3 BR FLAT- ADA PRIVATE STAIR 3 BR TOWNHOUSE 3 BR TOWNHOUSE BUILDING #2 O.H. AT BUILDING #3 REVISION SCHEDULE .a . Revision I. I Date i1it;��l��;�1 I :i��i►allgga�� !� i 1 SITE - I�1 € � j I r III I VJ O I I ■ } Z W LILT o � � � Z r Z) O A* n cn C� LO W O ® Z LL LOZ � I- -CF)a CF) 0- O Z � w w 0 ® ! � I I _ : � i r� � I 11[i � as a= • n � � 1 1 rrrn r1• ■ ( . Z ':ISL ✓; p ■ rtlt!!3S chi i � 1 1 It1111UIiili I t t/tttitti ■�.iti...�iiiani ■rn■ •uaruu, � I i I 1/8" = 1'-0" DS DS DS DS :R CEMENT SIDING XPOSURE BUILDING #2 O.H. AT BUILDING #3 Date Received JUN 2 6 2019 Original Submittal BC r BUILDING G FRONT ELEVATION - SOLAR SETBACK DIAGRAM 1/16" = 1'-0" NORTH PROPERTY LINE BUILDING #2 O.H. AT BUILDING #3 •I 3 BR FLAT 2ND FLOOR PLAN 1/8" = 1'-0" 20'-2" 25'- 8 1/2" 12'-4" BUILDING #2 O.H. AT BUILDING #3 1 ST FLOOR PLAN 1/811 /8" = 1'-0" 3 BR FLAT- ADA PRIVATE STAIR 3 BR TOWNHOUSE 3 BR TOWNHOUSE BUILDING #2 O.H. AT BUILDING #3 -Z'-SARA G. ERGSLINVI- I �LIGENE, OREGO . 3860 BERGSUND DELANEY ARCHITECTURE AND PLANNING EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF BERGSUND DELANEY ARCHITECTURE AND PLANNING. IN E EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD BERGSUND DELANEY ARCHITECTURE AND PLANNING HARMLESS. REVISION SCHEDULE .a . Revision Number Date 1 SITE REVIEW -Z'-SARA G. ERGSLINVI- I �LIGENE, OREGO . 3860 BERGSUND DELANEY ARCHITECTURE AND PLANNING EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF BERGSUND DELANEY ARCHITECTURE AND PLANNING. IN E EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD BERGSUND DELANEY ARCHITECTURE AND PLANNING HARMLESS. BUILDING TYPE G FLOOR PLANS & ELEVATIONS date April 2019 file 1840 d.b. CT REVISION SCHEDULE Revision Revision Number Date 1 SITE REVIEW VJ O 0 } Z W LILT o a Z WCjf W Wi Z) O A* n cn C� LO W O ® Z LL LOZ O O I- -CF)a CF) 0- O Z w w 0 ® _ SITE PLAN REVIEW BUILDING TYPE G FLOOR PLANS & ELEVATIONS date April 2019 file 1840 d.b. CT 3 TOTAL OPENING AREA: 282 SF TOTAL FACADE AREA: 1,402 SF OPENING / FACADE RATIO: 20% BUILDING H FRONT ELEVATION - OPENINGS & FACADE DIAGRAM 1/16" = 1'-0" hle �vN gll-1q-000158- TyP2 Sik CU Revieuj �-karv�.¢s -F6✓ Good Date. Received JUN 2 6 20,19 Original Submittal DS DS DS DS DS DS DS BUILDING ELEVATION - BACK 1/8'1 = 1'-0" 6 ? 126 DS BUILDING ELEVATION - SIDE 118" = 1'-0'1 RO -OF 17'-3" aaa n 2ND FLOOR 9' - 211 m -JIGH TRANSOM NINDOW, TYP. 612 12 6 tL FLOOR �, L _______._.___,__.__..______�.__ DS DS DS DS BUILDING ELEVATION - FRONT 1/8" = 1'-0t1 6 12 4 r7 DS DS DS 6 BUILDING ELEVATION - SIDE A4 1/8" = 1'-0" FIBER CEMENT SIDING 4" EXPOSURE 0 COMPOSITE M /— SHINGLE ROOF 12 _—_-. __ '� 6 6 FIBER CEMENT SIDING 8" EXPOSURE NORTH PROPERTY LINE BUILDING H FRONT ELEVATION - SOLAR / SETBACK DIAGRAM 1/16" = 1'-0" ROOF BELOW 4:12 ®BATH BEDROOM ROOF 4:12 BELOW 1/8" = 1'-0" ROOF BELOW 4:12 it II II II BEDROOM II � BATH n n BATH � II BEDROOM DN DN HALL HALL BUILDING # 1 II BEDROOM BEDROOM BEDROOM BEDROOM ii II II a ROOF 4:12 BELOW 19, _ A1, 19' _ 7" BEDRO00] ROOF 4:12 BELOW BUILDING # 1 8'-0" V 8'-0" V w 38 SF 38 SF 10' - 0 1/4" 10'- 0 1/4" a> :� PATIO PATIO co •n I PATIO PATIO ifl ' DINING POWDE t° 52 SF 52 SF I1. OWDER DINING oErl I o p KITCHEN I KITCHEN 1 o - - - - - - F'ol O DINING DINING a 0 pi { I L---- 154 CU. FT. 154 CU. FT. ----J I KITCHEN O o KITCHEN -H -r STORAGE STORAGE WH a10 i I O O O O Ell 0:1 0 DI 120 CU. FT. - OWDER POWDE - 120 CU. FT. STORAGE ® ® STORAGE �t LIVING LIVING WH H LIVING Up Up LIVING II .I it II o PORCH � PORCH PORCH � PORCH b 72 SF �, 54 SF 54 SF T 72 SF zo O ® o 12'- 0" PRIVATE OPEN�� 10' - 0 1/4" 10'- 0 1/4 SPACE, TYP. 16'- 8 3/4" 0 181- 9" 21'- 10 1/2" 21'- 10 1/2" 18 _U 3 bK 1 UVVIVt1UUJt S bK I UVVNr1UUJt 3 IJK 1 UVVIVC1UUJt S CSK 1 UVVNr1UUbt 1 ST FLOOR PLAN 1/8" = 1'-0" BUILDING # 1 `:rSARA G. ERGSUNIrv. o �UGENE,OREGON 3860 O I QF BERGSUND DELANEY ARCHITECTURE AND PLANNING EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF BERGSUND DELANEY ARCHITECTUREAND PLANNING. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD BERGSUND DELANEY ARCHITECTURE AND PLANNING HARMLESS. REVISION SCHEDULE Revision Revision Number Date 1 SITE REVIEW I U) 3: O ® ,. Z W W © Q WIII z W UO �IIIIIIII� V r _ N� z LL - 1..6� to Z I- 0 _ 0') Qp a- O Z U) �- W W 5` ® O Q SITE PLAN REVIEW DS BUILDING ELEVATION - SIDE 118" = 1'-0'1 RO -OF 17'-3" aaa n 2ND FLOOR 9' - 211 m -JIGH TRANSOM NINDOW, TYP. 612 12 6 tL FLOOR �, L _______._.___,__.__..______�.__ DS DS DS DS BUILDING ELEVATION - FRONT 1/8" = 1'-0t1 6 12 4 r7 DS DS DS 6 BUILDING ELEVATION - SIDE A4 1/8" = 1'-0" FIBER CEMENT SIDING 4" EXPOSURE 0 COMPOSITE M /— SHINGLE ROOF 12 _—_-. __ '� 6 6 FIBER CEMENT SIDING 8" EXPOSURE NORTH PROPERTY LINE BUILDING H FRONT ELEVATION - SOLAR / SETBACK DIAGRAM 1/16" = 1'-0" ROOF BELOW 4:12 ®BATH BEDROOM ROOF 4:12 BELOW 1/8" = 1'-0" ROOF BELOW 4:12 it II II II BEDROOM II � BATH n n BATH � II BEDROOM DN DN HALL HALL BUILDING # 1 II BEDROOM BEDROOM BEDROOM BEDROOM ii II II a ROOF 4:12 BELOW 19, _ A1, 19' _ 7" BEDRO00] ROOF 4:12 BELOW BUILDING # 1 8'-0" V 8'-0" V w 38 SF 38 SF 10' - 0 1/4" 10'- 0 1/4" a> :� PATIO PATIO co •n I PATIO PATIO ifl ' DINING POWDE t° 52 SF 52 SF I1. OWDER DINING oErl I o p KITCHEN I KITCHEN 1 o - - - - - - F'ol O DINING DINING a 0 pi { I L---- 154 CU. FT. 154 CU. FT. ----J I KITCHEN O o KITCHEN -H -r STORAGE STORAGE WH a10 i I O O O O Ell 0:1 0 DI 120 CU. FT. - OWDER POWDE - 120 CU. FT. STORAGE ® ® STORAGE �t LIVING LIVING WH H LIVING Up Up LIVING II .I it II o PORCH � PORCH PORCH � PORCH b 72 SF �, 54 SF 54 SF T 72 SF zo O ® o 12'- 0" PRIVATE OPEN�� 10' - 0 1/4" 10'- 0 1/4 SPACE, TYP. 16'- 8 3/4" 0 181- 9" 21'- 10 1/2" 21'- 10 1/2" 18 _U 3 bK 1 UVVIVt1UUJt S bK I UVVNr1UUJt 3 IJK 1 UVVIVC1UUJt S CSK 1 UVVNr1UUbt 1 ST FLOOR PLAN 1/8" = 1'-0" BUILDING # 1 `:rSARA G. ERGSUNIrv. o �UGENE,OREGON 3860 O I QF BERGSUND DELANEY ARCHITECTURE AND PLANNING EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF BERGSUND DELANEY ARCHITECTUREAND PLANNING. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD BERGSUND DELANEY ARCHITECTURE AND PLANNING HARMLESS. BUILDING TYPE H FLOOR PLANS & ELEVATIONS date April 2019 file 1840 d. b. CT REVISION SCHEDULE Revision Revision Number Date 1 SITE REVIEW U) 3: O ® ,. Z W W © Q WIII z W UO 0 V r _ N� z LL - 1..6� to Z I- 0 _ 0') Qp a- O Z U) �- W W 5` ® O Q SITE PLAN REVIEW BUILDING TYPE H FLOOR PLANS & ELEVATIONS date April 2019 file 1840 d. b. CT TOTAL OPENING AREA: 351 SF TOTAL FACADE AREA: 1,903 SF OPENING / FACADE RATIO: 18% 1/16" = V-0" FIBER CEMENT LAP SIDING 8"EXPOSURE BUILDING # 11 001papp" 01i Q FE n L im Iwq= -..o'oA M. � ■.u.0 WCL DS BUILDING ELEVATION - BACK 1/8" = V-0" DS FIBER CEMENT LAP SIDING- • FIBER CEMENT 8" EXPOSURE LAP SIDING 4" EXPOSURE FIBER CI may, _____ _ LAP SIDI -- - 4" EXPO; p FE I ---�I - BUILDING ELEVATION - SIDE 1/8" = V-0" COMPOSITE SHINGLES ROOF_ 3RD FLOOR 18'-4" FIBER CEMENT LAP SIDING 4" EXPOSURE rh 2ND FLOOR 1 ST FLOOR 7%J 01- 0" DS DS BUILDING ELEVATION - FRONT 1/8" = 1'-0" BUILDING # 11 DECORATIVE ATTIC A HATCF 81l I�1-Obt�lS� �P� Silo Pl�n't wew Date Received j4 . lif68'i�:5:8l. Ec3c� -jox 1 1/8"=l' -O" 10 FIBER CEMENT LAP SIDING 4" EXPOSURE Li 0 DS DS DS CV M BUILDING ; 11 6 1 BUILDING ELEVATION - SIDE. A5 1/8" = 1'-0" 12 12 6� ® �6 DS DS DS DS FIBER CEMENT LAP SIDING 8" EXPOSURE BUILDING # 11 FIBER CEMENT LAP SIDING 8" EXPOSURE BUILDING # 11 ROOF z 4:12 BELOW W W BATH CE BEDROOM ED z CE W W P o 0 O ll� (D DN BEDROOM II it f— W Lo - 12 O I( O C) FI n BEDROOM Z II (I II s ui W ® _ �I • =�®�� � % � �� ;! 1 � . "'—` �=� ! 1 tn. a• ! trl j,�I)��tttliltlilltll�lllitl��(�' ea o 1 IC•w.o..y.� !ir !liiiiiuilil i � �_ # ���l�; ate! te=a =� ti•.1 .�� . � Ir � 7 � � � Iii°iiiiiiiiiiiiiiii! (��i,!!1 . f 11�1l�11lf�f1l1 I ! • 1' I ' f €I III � ll�i `C'CQ �.,_■ �� I.r� �Gr! � �"� 1��1��ti t� .,._ _.__ ._......._- � S SS ■ ■ : � � ■ , �❑ � r_ � llilil!1i iiir[i � i ■ s!�' E � � � 1 # �— � i�iE.. NSE .. �� filt,ti iliilli � i � �11 II[lillll3 � i DS DS DS DS FIBER CEMENT LAP SIDING 8" EXPOSURE BUILDING # 11 FIBER CEMENT LAP SIDING 8" EXPOSURE BUILDING # 11 BUILDING # 11 r ------------------------ -------------------i --------------------------- --- — — — — — — — — — — — — — L— — — — — — — — — — — — — — — — -i b) ROOF I I 4:12 BELOW ; I 0') I� 11 II _ II KITCHENIDINING W LL- T_ O o 265 Cut l l STORAGE UNDER STAIRS LIVING rz=i- 4:12 - ROOF o DECK BELOW 72S 0 12'-0" PRIVATE OPEN SPACE, TYP. 30'- 71- 2ND " 'm 1[*mTP►I:[911Ri 2ND FLOOR PLAN A5 1/8" = 1'-0" _ 0., PRIVATE OPEN SPACE, TYP. 14' - 2" 0 0 o PATIO I to An CF r _o CV M 0 PRIVATE OPEN SPACE, TYP 3 BK IUWNHUUSt 1 ST FLOOR PLAN 1/81' = V-0" f` U iii � oL o��■ Ims ENTRY o DECK 4:12 C.072 SF jROOF BELOW c 13 T-1" 24'-11/2" IMMON STAIR 3 BR TOWNHOUSE 5'-5" COMMON STAIR Mol IT, IAiLol0R1i-11�'+. 2 1.3K t -LA 1 BUILDING # 11 12'-6" 9 BUILDING # 11 Lf? CV ROOF z 4:12 BELOW W W BATH CE BEDROOM ED z CE W W P o 0 O ll� (D DN BEDROOM II it f— W Lo - 12 O I( O C) FI n BEDROOM Z II (I II BUILDING # 11 r ------------------------ -------------------i --------------------------- --- — — — — — — — — — — — — — L— — — — — — — — — — — — — — — — -i b) ROOF I I 4:12 BELOW ; I 0') I� 11 II _ II KITCHENIDINING W LL- T_ O o 265 Cut l l STORAGE UNDER STAIRS LIVING rz=i- 4:12 - ROOF o DECK BELOW 72S 0 12'-0" PRIVATE OPEN SPACE, TYP. 30'- 71- 2ND " 'm 1[*mTP►I:[911Ri 2ND FLOOR PLAN A5 1/8" = 1'-0" _ 0., PRIVATE OPEN SPACE, TYP. 14' - 2" 0 0 o PATIO I to An CF r _o CV M 0 PRIVATE OPEN SPACE, TYP 3 BK IUWNHUUSt 1 ST FLOOR PLAN 1/81' = V-0" f` U iii � oL o��■ Ims ENTRY o DECK 4:12 C.072 SF jROOF BELOW c 13 T-1" 24'-11/2" IMMON STAIR 3 BR TOWNHOUSE 5'-5" COMMON STAIR Mol IT, IAiLol0R1i-11�'+. 2 1.3K t -LA 1 BUILDING # 11 12'-6" 9 BUILDING # 11 Lf? CV AIVI I } ARA G. joilriRGSUN �*UGENE, OREGO % 3860 d OV BERGSUND DELANEY ARCHITECTURE AND PLANNING EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF BERGSUND DELANEY ARCHITECTURE AND PLANNING. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD BERGSUND DELANEY ARCHITECTURE AND PLANNING HARMLESS. ® z W W zz Q ED z W W W P o 0 O ll� (D C/) =_ ® f— W Lo - 12 O -7 LL Lo Z O C) n cc O Z s ui W ® _ AIVI I } ARA G. joilriRGSUN �*UGENE, OREGO % 3860 d OV BERGSUND DELANEY ARCHITECTURE AND PLANNING EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF BERGSUND DELANEY ARCHITECTURE AND PLANNING. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD BERGSUND DELANEY ARCHITECTURE AND PLANNING HARMLESS. SITE PLAN REVIEW BUILDING TYPE K FLOOR PLANS & ELEVATIONS date April 2019 file 1840 d.b. CT ® z W W zz Q ED z W W W P o 0 O ll� (D C/) =_ ® f— W Lo - 12 O -7 LL Lo Z O C) n cc O Z (n ui W ® _ SITE PLAN REVIEW BUILDING TYPE K FLOOR PLANS & ELEVATIONS date April 2019 file 1840 d.b. CT TOTAL OPENING AREA: 464 SF TOTAL FACADE AREA: 1,874 SF OPENING / FACADE RATIO: 25% BUILDING FRONT ELEVATION - OPENINGS & FACADE DIAGRAM 1/16" _ 1'-0" BUILDING SIDE ELEVATION - LDR / MDR SETBACK DIAGRAM BUILDING # 6A6 1/16" = 1'-0" 12 _ 12 6 12 12 6� �6 12 ,16 I ` DS BUILDING ELEVATION - BACK 1/8" = 1'-0" DS DS DS LDR ACCOMODATIONS: OBSCURE GLAZING ON BATHROOM WINDOWS, TYP. 12 6 F- �\2 6 PORCH PORCH REVISION SCHEDULE PORCH PORCH PRIVATE OPEN PORCH SPACE, TYP. Revision Number Date kF{{4jtj 1 t° 52 SF 52 SF c° 52 SF ; 52 SF `° 52 SF i 52 SF a o o 7 {tt l 5'-0" 5'-0" 5'-0" w HIS 7'-8" 7'-8" 7'-8" T-8" t I 3: 141- 3" 7' - 0" 14'- 1 1/2" 14'- 1 1/2" 7'- 0" 14' -1 1/2" 14'- 1 1/2" 7'- 0" 16'- 10 1/2" 1 BR FLAT COMMON STAIR 1 BR FLAT 1 BR FLAT COMMON STAIR 1 BR FLAT 1 BR FLAT COMMON STAIR 1 BR FLAT -ADA 1 ST FLOOR PLAN W Z Q O Z W W W yj ® o ® z U- O m 0)a- O z LL W O Q M SITE PLAN REVIEW ipwtl ,� s � I ` DS BUILDING ELEVATION - BACK 1/8" = 1'-0" DS DS DS LDR ACCOMODATIONS: OBSCURE GLAZING ON BATHROOM WINDOWS, TYP. 12 6 F- �\2 6 DS DS BUILDING ELEVATION - S DS DS DS DS DS LDR ACCOMODATIONS: REDUCED SIZE BEDROOM WINDOWS, TYP. 12 6 f7 U JIN -------/y i / 32' � ! i ! 28' 24' 26' /I 2? I o C7 'e'vo r j- ' O 19 M N -- /'DR MDR Q I I I I f 15'- 7 1/2" PRC BUILDING FRONT ELEVATION - SOLAR & LDR / MDR SETBACK DIAGRAM h1c, �Il—Igtio�l�s- � Po Side, Pla,n ROADA Nomas -�w Gond �j 15 eF al Date Received .SUN 2 6 2919 Original Submittal BUILDING # 6A6 1/16" = 1'-0" BUILDING # 6 BUILDING # 6 A6 1/811 = 1'-0" BUILDING # 6A6 1/811 = 1'-0" BUILDING # 6 FIBER CEMENT SIDING o 4" EXPOSURE COMPOSITE co SHINGLE ROOF FIBER CEMENT SIDING 12 _______ 12 ...... =.- 12 12 -._..--- -_ 12 8" EXPOSURE 6� 26 6F- -'6 6 ROOF — — - - E:1 —_©— 2ND FLOOR 9' - 2" -- - kill DE ao 0o ao o� ao 1ST FLOOR W/U01 -011 DS DS DS DS DS DS DS DS 3 BUILDING ELEVATION - FRONT A6 1/811 = 1'-0" BUILDING # 6 1 BR FLAT COMMON STAIR 1 SR FLAT (i- 1 BR FLAT COMMON STAIR 1 BR FLAT (i- 1 BR FLAT COMMON STAIR 2ND FLOOR PLAN = 1'-0" 25'-9" 9'-9" 25'-6" 0 (\I _ -- BATH BATH BATH BEDROOM BEDROOM BEDROOM o® __= F --- O o KITCHEN KITCHEN i i KITCHEN ! I ! ! 0 120 CU. FT. STIR 120 CU. FT. 120 CU. FT. STAIR STORAGE STORAGE STORAGE DINING; - - -' LIVING / LIVING i _ _ - _ DINING DINING UP ,-- 19'-3" o ACV BATH BATH BEDROOM El BEDROOM ® WH iiH o II KITCHEN ! ' KITCHEN 120 CU. FT. M 120 CU. FT. STAIR STORAGE STORAGE i LIVING / LIVING ! - - - DINING DINING - - UP 28'- 4 1/2" 1 BR FLAT BUILDING # 6 BEDROOM r= 7 a o KITCHEN F77- 120 CU. FT. STORAGE LIVING / DINING PORCH PORCH PORCH REVISION SCHEDULE PORCH PORCH PRIVATE OPEN PORCH SPACE, TYP. Revision Number Date kF{{4jtj 1 t° 52 SF 52 SF c° 52 SF ; 52 SF `° 52 SF i 52 SF a o o 7 {tt l 5'-0" 5'-0" 5'-0" 7'-8" 7'-8" 7'-8" 7'-8" 7'-8" T-8" V) 3: 141- 3" 7' - 0" 14'- 1 1/2" 14'- 1 1/2" 7'- 0" 14' -1 1/2" 14'- 1 1/2" 7'- 0" 16'- 10 1/2" 1 BR FLAT COMMON STAIR 1 BR FLAT 1 BR FLAT COMMON STAIR 1 BR FLAT 1 BR FLAT COMMON STAIR 1 BR FLAT -ADA 1 ST FLOOR PLAN W Z Q O Z W W W yj ® o ® z U- O m 0)a- O z LL W O Q M SITE PLAN REVIEW DS DS BUILDING ELEVATION - S DS DS DS DS DS LDR ACCOMODATIONS: REDUCED SIZE BEDROOM WINDOWS, TYP. 12 6 f7 U JIN -------/y i / 32' � ! i ! 28' 24' 26' /I 2? I o C7 'e'vo r j- ' O 19 M N -- /'DR MDR Q I I I I f 15'- 7 1/2" PRC BUILDING FRONT ELEVATION - SOLAR & LDR / MDR SETBACK DIAGRAM h1c, �Il—Igtio�l�s- � Po Side, Pla,n ROADA Nomas -�w Gond �j 15 eF al Date Received .SUN 2 6 2919 Original Submittal BUILDING # 6A6 1/16" = 1'-0" BUILDING # 6 BUILDING # 6 A6 1/811 = 1'-0" BUILDING # 6A6 1/811 = 1'-0" BUILDING # 6 FIBER CEMENT SIDING o 4" EXPOSURE COMPOSITE co SHINGLE ROOF FIBER CEMENT SIDING 12 _______ 12 ...... =.- 12 12 -._..--- -_ 12 8" EXPOSURE 6� 26 6F- -'6 6 ROOF — — - - E:1 —_©— 2ND FLOOR 9' - 2" -- - kill DE ao 0o ao o� ao 1ST FLOOR W/U01 -011 DS DS DS DS DS DS DS DS 3 BUILDING ELEVATION - FRONT A6 1/811 = 1'-0" BUILDING # 6 1 BR FLAT COMMON STAIR 1 SR FLAT (i- 1 BR FLAT COMMON STAIR 1 BR FLAT (i- 1 BR FLAT COMMON STAIR 2ND FLOOR PLAN = 1'-0" 25'-9" 9'-9" 25'-6" 0 (\I _ -- BATH BATH BATH BEDROOM BEDROOM BEDROOM o® __= F --- O o KITCHEN KITCHEN i i KITCHEN ! I ! ! 0 120 CU. FT. STIR 120 CU. FT. 120 CU. FT. STAIR STORAGE STORAGE STORAGE DINING; - - -' LIVING / LIVING i _ _ - _ DINING DINING UP ,-- 19'-3" o ACV BATH BATH BEDROOM El BEDROOM ® WH iiH o II KITCHEN ! ' KITCHEN 120 CU. FT. M 120 CU. FT. STAIR STORAGE STORAGE i LIVING / LIVING ! - - - DINING DINING - - UP 28'- 4 1/2" 1 BR FLAT BUILDING # 6 BEDROOM r= 7 a o KITCHEN F77- 120 CU. FT. STORAGE LIVING / DINING PORCH PORCH PORCH REVISION SCHEDULE PORCH PORCH PRIVATE OPEN PORCH SPACE, TYP. Revision Number Date 1 t° 52 SF 52 SF c° 52 SF 52 SF `° 52 SF 52 SF a o o ® o o 5'-0" 5'-0" 5'-0" 7'-8" 7'-8" 7'-8" 7'-8" 7'-8" T-8" V) 3: 141- 3" 7' - 0" 14'- 1 1/2" 14'- 1 1/2" 7'- 0" 14' -1 1/2" 14'- 1 1/2" 7'- 0" 16'- 10 1/2" 1 BR FLAT COMMON STAIR 1 BR FLAT 1 BR FLAT COMMON STAIR 1 BR FLAT 1 BR FLAT COMMON STAIR 1 BR FLAT -ADA 1 ST FLOOR PLAN 1/8" = 1'-0" BUILDING # 6 UGENE, OREGO �! 3860 OF BERGSUND DELANEY ARCHITECTURE AND PLANNING EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF BERGSUND DEtANEY ARCHITECTURE AND PLANNING. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD BERGSUND DELANEY ARCHRECTURE AND PLANNING HARMLESS. REVISION SCHEDULE Revision Revision Number Date 1 SITE 4 REVIEW i—, V) 3: UGENE, OREGO �! 3860 OF BERGSUND DELANEY ARCHITECTURE AND PLANNING EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF BERGSUND DEtANEY ARCHITECTURE AND PLANNING. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD BERGSUND DELANEY ARCHRECTURE AND PLANNING HARMLESS. BUILDING TYPE L FLOOR PLANS & EXTERIOR ELEVATIONS date April 2019 file 1840 d. b. CT A6 REVISION SCHEDULE Revision Revision Number Date 1 SITE REVIEW V) 3: O 0 } Q Z � W Z Q O Z W W W yj ® o ® z U- O m 0)a- O z LL W O Q M SITE PLAN REVIEW BUILDING TYPE L FLOOR PLANS & EXTERIOR ELEVATIONS date April 2019 file 1840 d. b. CT A6 FIL�, Sii� Qlav� ReO2w rltimes fav Good (� 16 aF 21 - -- - - - - - - - - - - - - - - - - - - - - - i i I I i I I I I I I i BA I I (BEDROOM I I I I i 1 H I II I{ 5:12 I II BEDROOM BEDROOM it I o o i I BEDROOM BEDROOM 112 cu.ft STORAGE i-- ' 5:12 KITCHEN ROOF - r HALL 4.12 HALL - BELOW -17 -_= 4 MT4:12 I BEDROOTMI M 1 ' T LIVING BEDROOM i BATH ROOF BATH DN L---------------------- BELOW -0 F -n ENTRY n 4:12 4:12--'-'� ROOF ROOF - DECK BELOW — - BELOW to 70 SF 14'- 0" 7'-1" 10'-61/2" 3RD FLOOR FLOOR PLAN COMMON STAIR 1 BR FLAT 1/8" = 1'-0" PRIVATE OPEN SPACE, TYP. 1/8" = 1'-0" 3 UK I UWNHUUSL 131-101, vYrvr- DINING 0 i LIVING I l—Jl� I I I a I i KITCHEN ]-41 FI0 °0 0l0 M u_ _ - LIVING KITCHEN / DINING DINING UP 112 cu.ft z W STORAGE ---w 112 cu.ft _ ENTRY STORAGE ®W Kid! awl z PORCH N io72 SF114, C PORCH 0 72 SF - PRIVATE OPEN SPACE, TYP. 12'- 0" 121-011 18'-9" 24'-7" 3 BR TOWNHOUSE 2 BR FLAT 1 ST FLOOR PLAN 1/811 /8„ = 1'-0" 5 I AN 3 UK IUWNHUUSL UUMMUN 5I AIK 'I UK FLA I ----------------------, I i PRIVATE OPEN SPACE PRIVATE OPEN SPACE BUILDING # 10 BUILDING # 10 CL 281-0" 13'- 11" 171- 9" 18'- 10 1/2" BATH (' BATH BEDROOM _ - UP ENTRY o <V m PORCH � 7'-1" COMMON STAIR LIVING KITCHEN / DINING ,. 112 cu.ft —Al III[ z W STORAGE ---w Q ENTRY P PORCH 0 72 SF 12'-0" 24'-7" 2 BR FLAT ui I I ; Q o _ _ KITCHEN oiC olo 112 cu.ft STORAGE KITCHEN ❑ _ LIVING UP 112 cu.ft LIVING STORAGE � PORCH , 40 SF o O I , 7'-1"10'-61/2" COMMON STAIR 1 BR FLAT PORCH 72 SF C) ® - in 12'-0" 18'-9" 3 BR TOWNHOUSE BUILDING # 10 UGENE, OREGON i 6 r1► f )7P! BERGSUND DELANEY ARCHITECTURE AND PLANNING EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF BERGSUND DELANEY ARCHITECTURE AND PLANNING. IN HE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD BERGSUND DELANEY ARCHITECTURE AND PLANNING HARMLESS. O ® ,. z W W Z Q O W W W - O V cj = Y ® U-) W Q Z I- �Z O 00 0)W c Z U) W W 0 i 0 UGENE, OREGON i 6 r1► f )7P! BERGSUND DELANEY ARCHITECTURE AND PLANNING EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF BERGSUND DELANEY ARCHITECTURE AND PLANNING. IN HE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD BERGSUND DELANEY ARCHITECTURE AND PLANNING HARMLESS. O ® ,. z W W Z Q O W W W - O V cj = _ ® U-) W Q Z I- �Z O 00 0)W O Z U) W W 0 0 SITE PLAN REVIEW date April 2019 file 1840 d.b. CT A7 Date pwcewed jum 26 1M Original Subi TOTAL OPENING AREA: 517 SF TOTAL FACADE AREA: 2,536 SF OPENING / FACADE RATIO: 20% BUILDING FRONT ELEVATION - OPENINGS & FACADE DIAGRAM 1/16" = 1'-0" BUILDING # 10 FIBER CEMENT LAP SIDING 4" EXPOSURE FIBER CEMENT LAP SIDING 4" EXPOSURE BUILDING ELEVATION - BACK 1/811 = 1'-0„ 12 _� 1_2 1 6 E�W IEIm= �pmwj]i 0 11—ME H2m nu HXm mmin DS DS DS BUILDING ELEVATION - SIDE. 1/811 = 1'-0" ra ROOF 11U 261- 511 rh 3RD FLOOR 181-- -411 2ND FLOOR 9'- 211 1ST FLOOR 11u) Of - Oil DS DS BUILDING ELEVATION - FRONT 1/8" = 1'-0" DECORATIVE ATTIC ACCESS HATCH,TYP. 12 6 r - Fm -1 nmjm 21 0 FIBER CEMENT LAP SIDING 8" EXPOSURE BUILDING # 10 DS FIBER CEMENT LAP SIDING 8" EXPOSURE FIBER CEMENT 12 12 LAP SIDING 6 8" EXPOSURE LJ S IM -11 —IN �wl`mln [am DS m DS DS 3� BUILDING ELEVATION - SIDE 1/811 = 1'-0" FIBER CEMENT LAP SIDING 8" EXPOSURE COMPOSITE SHINGLE DS DS DS DS DS DS DS DS DS FIBER CEMENT LAP SIDING 4" EXPOSURE BUILDING # 10 FIBER CEMENT LAP SIDING 4" EXPOSURE BUILDING # 10 FIBER CEMENT LAP SIDING 4" EXPOSURE BUILDING # 10 RA G. ERGSUN ��,6GENE, OREGO 3860 OF BERGSUND OR ANEY ARCHITECTURE AND PLANNING EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF BERGSUND DELANEY ARCHITECTURE AND PLANNING. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD BERGSUND DELANEY ARCHITECTURE AND PLANNING HARMLESS. 0 0 < z W . . . . . . . . . . . . . . . . .... z (9 < 0 w Q W IIIZ Ix F- 0 U) 0 AP 0 Lo W 0 Z LL U.) Q z o W L 0.. o z LL W RA G. ERGSUN ��,6GENE, OREGO 3860 OF BERGSUND OR ANEY ARCHITECTURE AND PLANNING EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF BERGSUND DELANEY ARCHITECTURE AND PLANNING. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD BERGSUND DELANEY ARCHITECTURE AND PLANNING HARMLESS. 0 0 < z W W z (9 < 0 w Q W IIIZ Ix F- 0 U) 0 AP 0 Lo W 0 Z LL U.) Q z o W L 0.. o z LL W 0 SITE PLAN REVIEW BUILDING TYPE M ELEVATIONS date April 2019 file 1840 d.b. CT A8 �I e C,�Py 811 ICI - plan I{-wn,e(; -� Cq000( P� Ig 0 f DA Date Received JUN 2 6 2p,o Original Submiftal--qm-',.— C� CN M I PRIVATE OPEN SPACE, TYP. 3RD FLOOR FLOOR PLAN 1/8" = if -Oil 31/2 :12 ROOF BELOW 31/2:12 31/2:12 ROOFI wig 1/8" = 1'-0"' 1 BK[ -LAI 1 ST FLOOR PLAN 1/811 = 1'-0" BUILDING # 5 O.H. AT BUILDING # 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---------------------------- L BEDROOM BATH G BEDROOM ROOF BATH D OMI M 4:12 BELOW I Fri HALL DN BEDROOM Fill, 71 BEDROOM II II II 34'- 5 1/2" 4:12 ROOF BELOW 3 UR 1 OWNHOUbE 4 KITCHEN/DINING POWDE Q- 0 o 0 ftt 265 Cut STORAGE -I F UNDER STAIRS DECK 72 SF 121-011 Ole 24'- 7" 3 BR TOWNHOUSE 13'- 10" 2 BR FLAT (ADA FLAT AT BLDG #4) L KITCHEN/DINING 0 0 0 0 265 Cut STORAGE UNDER STAIRS HALL1HALL r.-��L = = = : 17 0- ,10 LIVING �� BEDROOM DN ENTRY F) ------- 4:12 ROOF 4:12 DECK BELOW ROOF 72 SF BELOW 12' - 0" PRIVATE T- 1" 24' - 7" OPEN SPACE, TYP. COMMON STAIR 3 BR TOWNHOUSE 281-011 A10A ITI I M M Of I S1 I 2 BR FLAT BUILDING # 5 O.H. AT BUILDING # 4 19'-0" 3 BR TOWNHOUSE BUILDING # 5 O.H. AT BUILDING # 4 HIGH TRANSOM WINDOWS HIGH TRANSOM WINDOWS RA G. ERGSUN ���EUGENE, OREGON 3860 ur BERGSUND DELANEY ARCHITECTURE AND PLANNING EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF BERGSUND DELANEY ARCHITECTURE AND PLANNING. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD BERGSUND DELANEY ARCHITECTURE AND PLANNING HARMLESS. Vof 0 < Z W LU z < (9 w (9 Z w w O� W 1.- (/) 0 U-) W 0 u - to Z r- 0) CL 0 LL z100 U) W W 0 0 a: I PIN SITE PLAN REVIEW BUILDING TYPE N FLOOR PLANS date April 2019 file 1840 d. b. CT A9 NORTH PROPERTY LINE BUILDING FRONT ELEVATION - SETBACK DIAGRAM ale �qy Received13111--000115s- Tf� Date 1N, 2 6'` Original Sub i sl 12 DS DS DS DS DS DS DS BUILDING ELEVATION - BACK 1/811 = 1'-0" DS BUILDING ELEVATION RIGHT SIDE FIBER CEMENT LAP SIDING 8" EXPOSURE 12 _.__.__._ __. ___..__, __ 12 51 DS DS 3� BUILDING ELEVATION - LEFT SIDE 1/16'1 = 1'-0" BUILDING # 5 A10 1/8" = 1'-0" O.H. AT BUILDING # 4 BUILDING # 5 O.H. AT BUILDING # 4 TOTAL OPENING AREA: 431 SF TOTAL FACADE AREA: 2,176 SF OPENING / FACADE RATIO: 20% BUILDING FRONT ELEVATION - OPENINGS & FACADE DIAGRAM 1/16'1 = 1'-0" BUILDING # 5 O.H. AT BUILDING # 4 BUILDING ELEVATION - FRONT 1/8" = 1'-0" COMPOSITE SHINGLE DS DS DS DS 1/8" = 1'-0" DECORATIVE ATTIC ACCESS HATCH, TYP. � 6 6 12 F_ DS DS DS DS DS FIBER CEMENT LAP SIDING 8" EXPOSURE 126 BUILDING # 5 O.H. AT BUILDING #4 IGH TRANSOM 'INDOW, TYP. DS DS BUILDING # 5 O.H. AT BUILDING # 4 [oR 0 DS DS FIBER CEMENT LAP SIDING 4" EXPOSURE BUILDING # 5 O.H. AT BUILDING # 4 Revision Schedule IMM Revision rrrO t� Number Date 1 SITE REVIEW f I � I ■ ��I i' ' _ I I 1 II �rll �� ores Ir�iiliiiw I�iril�rl■.��I� U) DS DS 3� BUILDING ELEVATION - LEFT SIDE 1/16'1 = 1'-0" BUILDING # 5 A10 1/8" = 1'-0" O.H. AT BUILDING # 4 BUILDING # 5 O.H. AT BUILDING # 4 TOTAL OPENING AREA: 431 SF TOTAL FACADE AREA: 2,176 SF OPENING / FACADE RATIO: 20% BUILDING FRONT ELEVATION - OPENINGS & FACADE DIAGRAM 1/16'1 = 1'-0" BUILDING # 5 O.H. AT BUILDING # 4 BUILDING ELEVATION - FRONT 1/8" = 1'-0" COMPOSITE SHINGLE DS DS DS DS 1/8" = 1'-0" DECORATIVE ATTIC ACCESS HATCH, TYP. � 6 6 12 F_ DS DS DS DS DS FIBER CEMENT LAP SIDING 8" EXPOSURE 126 BUILDING # 5 O.H. AT BUILDING #4 IGH TRANSOM 'INDOW, TYP. DS DS BUILDING # 5 O.H. AT BUILDING # 4 [oR 0 DS DS FIBER CEMENT LAP SIDING 4" EXPOSURE BUILDING # 5 O.H. AT BUILDING # 4 � E RA G. ERGSUNI . . t �UGENE,OREGO 3860 OF BERGSUND DELANEY ARCHITECTURE AND PLANNING EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF BERGSUND DELANEY ARCHITECTURE AND PLANNING. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD BERGSUND DELANEY ARCHITECTURE AND PLANNING HARMLESS. Revision Schedule Revision Revision t� Number Date 1 SITE REVIEW � E RA G. ERGSUNI . . t �UGENE,OREGO 3860 OF BERGSUND DELANEY ARCHITECTURE AND PLANNING EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF BERGSUND DELANEY ARCHITECTURE AND PLANNING. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD BERGSUND DELANEY ARCHITECTURE AND PLANNING HARMLESS. BUILDING TYPE N ELEVATIONS date April 2019 file 1840 d. b. CT A10 Revision Schedule Revision Revision Number Date 1 SITE REVIEW U) O ® z W W z0 4 z W W W 1.- 0 r� O t� ®LOW O �/— Z L Z O O CID a� a O0 Z w W W 0 ® _ Z SITE PLAN REVIEW BUILDING TYPE N ELEVATIONS date April 2019 file 1840 d. b. CT A10 Paradigm Engineering James Krumsick P.E. LEED AP 85193 Appletree Drive Eugene, Or. 97405 541 285 1680 jkuumsick@outlook.com 3 I * I + + + r + + r r # r t + r i + r f t } + * + + + 0.0 0. O.i 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 .1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0"0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 i r ( 0.0 0 0.t 0.0 09 - - - - - - - - 0.0 QA 0.0 0.0 0.0- - - r - - u - - 00 0.0 OA 0.0 OA_O.D 0.4 - __.._ _._._ ____ ___._ - � _____ - 0.0 0.0 0.0 0.0 ___.. - - ____ - __._. ____ - - - - - ____ - - .____ .__.. - ____ - - 0.0 0.0 0-0 0.0- - - - ^ - - - ^ _ 0-0 0.0 0.0 0-0 0.0 0.0 OA - - A __._. - - - - _____ -1 O.i 02 0.2 0.2 0,1 0. .- 1 0.0 0.0 0.0 0�0 0.0 0.0 0�0 - .____ ___. ____ - - __._ - - - - T 0.0 0.0 --- 0.0 0.0 � 0.0 1 + • + + _.__ + + + -._.+ + + + r -+ + + M+ + r + t + + + + + + t + + + + + + + t + t ♦ +� + + + + + + + + +� + + + 0.0 0. 0.6 0.0 0.0 1 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.2 0.2 0 0.5 0.6 0.4 0.3 0.2 0.1 1 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.01 0.0 0.0 0.0 + { + + + , + + + + t + t r + t + + + + + + f + f f + + t + + } t + r r + r + + + + + + + + * + + +0.01 + + + 0.0 0, 0. 0,0 0.0 1 0,1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 OA 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 1.0 1.4 1.1 0.7 0. 0.2 0.1 1 0.0 0.0 0.0 0.0 0.0 0.0� 0.0 0. E 0.0 i + + r + + + + + + + r + + + t + + + + + + + + + + + I + + jf + 0.0 /o _ 0.1 0.2 0.3 0.2 0,2 0.0 0,0_0.0 %^ 0.0 0.0 0.0 0.0 0.0 0, �1 _ M��0.0 00 0.0 N 0�0 0.0 .0 0.0 0.0 _ !.9 3 5.3 6.8 .9 7.1 5. 3.9 2.1 1.3 0.8 0.4 02 �1 0.1 0�0 .__...� _..._.._._..r. _. 0.0 0.0 0.0, 0.0 0.0 0.0 .0 *1. `+3.3 t +1 5 3 3 0.2 0.3 0.4 T91 0.0 0,0 0.0 :0' \"• .0 0.0 0. _._.. .0 0.1 0.1 .1 _.__ •1 3.2 ____ 0.2 8.4 6. 3.6 2.3 .4 0.8 0,4 0.2 0.1 0.0 i # 0.0 0.0 0.01 0,0 0.0 0.0 iilliliiliElllll 11111Illlliliili i � ��� 3,4 •i 00.7 0.7 i �f1, 0.0 0. 0. 0.0-1-1-t-1-I-i_1-L�-1-Li-1 uL.i..i-1 0 0.0 0.0 0,• .1 0.1 .1 0.1 3.2 5:7"7. 9,9 .4 10,0 8.4 3.6 2.2 0. F 0.0 0.0 0.01 0.0 0. 0.0 ( i ( 3 + j + t , + ++ , + +' + I t + + + + + + 3 "'"'•"'"`" + + r + + E + t. - + + + + + + + + + 1 + + t ! + + + 0. *1, i 8. 4'6 0.8 f.2 1 1,2 0. �.,. ,3."-- _ 0.5 0.3 0. 0.0 0. ___0::- i 77 - 0 g---... O., 0.0 0.' •......r .1 0.3 0.3 0. '0"2 #a•..,. 2.3 4. 5.1 4.1 2.6 1.7 1.1 0 0.4 �.2 0. 0.0 0.0 0.0 0,0 0. 0.0 } + + E © }fr}} "' _ + + } { t!3 4 .eF + +� t + E �}}�i,�}, } + + # f f �t 4 t t it + + f _ 1 + + + + } t + t -_t t + 4 } t 1 + .t 0. 3 1(5 }' 1.4 1.3 T �'' }`° } b.1 .3 0.7 t 0.8 3 .3 0. „_ _ ' }3 s 0.0 0.0\ +0�0.^}�{"''�0.0 _ .0 DDDD"''0 0.0 0. t 0.1 0.2 0.3 0.2 ! 1.3 'tB'_._..2.• 2.3 2.4 2.3 2.1 1.9 1.4 1.0 _ .1 0. _ ) 0.0 0.0 0.0E 0.0 0.0 0.0 j rtj i i •+ i •`^�. •i "`•x �.,...^ J.2 M+ + + + i+ + + .0 1. } 2.2 18 _ 0.7 .1 .,„14.._i 1.4 11.2 1.12.6 X2'9 --2'.5 !1.4 0.4 / 0.0 0.0 0.0 \0,0 i 0.0 t0.0 0.0 0. 0.5 0.7 �\O.a''0.7 0. .3 f 0. 0.7 0.7 0.7 06 .5 3 0.4 0.3 0.2 0.1 0. � 0.0 0.0 0.01 0.0 0.0 0.0 + ! + + i+ jJ+ +" + ._...+ __ l + + + . I + ttr + + --�V + 1 + + + + + + fl -.'. , '-- s-- + + + + + + + + .� 3, i` a=.9 3 8 - •1 0.6 Q,,7 OJ 0.7 �l"" '"-4, 3. _ .2""""11. 0.0 0.0 0 0 X0.0 0.0 0.0 0. .6 1.2 1,2 , 1,Li 1.r? 1 3 0.2 Q:2'-' .3 0.3 4.3 0.2 0.2 0.3 0.3 0,3 ,3 0.2 0. 0.0 0.0 0.0 0.0 0. 0.0 D} S } +j + t t} I + - # + $+ r t + + 2-^i�i 3 + } + + _ i�lll + + }♦t }1 + + }tat} I + + + t + + + +� + -+ + I + + + + + # .0 0. •] 4,3 0.4 ._Q4,_..E 0,4 0.4 t- -- !A ! '�6 1.1 .`� s- =- } 0.0 0.0 0.0 0. 0. 0,0 0.0 0. mai 0.7 1.2 1.4 ,'h5,,..,J.4 1.3 0.8 •5 }+.0 10..1---- 0.: 0.1 0.1 0.1 0.2 0.2 0.2 0.2!` 0.3 .5 mm.4 0.2 •1 ; E 0.0 0.0 0.0[ 0.0 0. 0.0 ;� `1 �_ -3 + +t +#t , + + + + } + + + + + + + r + #x+ + + j+ + + + + + �* * i * 1 + + # .t } t 0. 0.9 1.3 1.4 1.0 0.7 0.1 a. -t-1 0. 0,1 0.1 0.1 0.1 0.1 0.2 '0.3 .5 0.8 0.93 1.0 0.9 .4 - ° 7 } 0.0 0.0 0.0 0.0 0. 0.0 .0 2. 4. 2 6 - Q,2 2- + 0.2 t 0,2 } ' F 0.2 0.¢ .., .5 0.4 0.2 �' } } j- i { z ....., +} F { r----- + + + + i i l + + + + r + + + +0.8 + + + + + + + + t + +.7 r E + + + 1 + +0.(1 + 0.0 .0 . , 1.f s 2 ]6 i '"4 # Q.2 _9,2._ 0.2 E 0.2 Hays } } ; {E�} 0.2 0.2 9 1 .._.._..._�'._.__....... .0. 0.2 0.2 0.2 E 5 0.6 0 0.8 0. a 0.0 0.0 Q:T' .1 0. " 0.1 0.2.5 0. T.3" --t:8 1.7 0. } Q.0 0.0 0.0 0.0 0.0 CC •1 0.2 0.3 € 0.3 X0.3 0.1 0.1 0,1 0.1 30.1 0.3 0 ^0. ___03.____}..-�_. __ ____�.._._._..,! ..... __ O1 _'.___._0. 0.3 0.3 0. - ° .5 6 .7 0.7 •1 _ 0.0 0.0 .O' -'-j0. 0.0 0.1 0.1 0.1 0.1 0. •5*0�„_,.�''26 ,8 2.8 1, 0.0 0.0 0.0 0,0 0" 0.0 1 11 0. 0.1 t01 0.1 0,2 .1 0�0 0' 0.0 01 .1 0.' . .4 0.6 ' 0.7 -8 0.8 0.6 -7. 0.0 0.0 0. 0.0 '000.1 0.1 0.1 0. 0.8 1.7 2,8 3.6 ,2 4,1 2. 0.0 0.0 0.01 0.0 0. 0.0 o.o .0 a. 4, s o. o o. --r- f E - 1 - + + I+ + `_. 5 _a } + + + E + ' . t _ _ + j+ �. + + + r + + r + + "`r r + r + + + r + + , + + } + + + + + r + + t + + + + + + + + + + + f + t + 0.8 ,..,M 1 ] i1.0 - 0.2 0. 0.1 t . 1 '�-#]-t 0.9 1 111.0 j1, 1. 0.7 0.3 0.2 0.1 0.0 0.0 0. O.p 0. 0.0 0.0 0.0 0.] 0. + 1.i 1. 0.6 0.8 x.,,.,1.1" .5 1.2 0.8 0.0 0.0 .0'"" 0. 0.0 0.1 0.1 01 0.! 0. 0.9 2.0 3.6 ,S .6 5. 3. 0.0 0.0 0.0! 0.0 0. 0.0 1 4 # ( t Iit71}31 -. i}TGIF}} + + 1 + +{ + +: + + (F + + j+ +, + !! # + + + r r + + f + + + r + + + + + + + f + + + + +: + L } + + + + + + + + +7. + + t + t + 0.7 i.2 A3_4 1,4 1.3' 0.3 0'4 03 2 0.1 1. 4, J 1.4 1.3 1.1 6 0.3 :� 0.1 0.0 O.i1 0. 0. 0.0 0.0 0.1 11 0.2 0.5 1.1 1.3 1.4 t. �ti��3 0.6 0 t,�,.. 1.� '.4 0.9 }'� x(0.0 0.0 :Q"' 0. -7r 0.�' '-�0,�1 01 ,! 0. 0.8 2.0 4. 6.] �.2 7.2 i i 0.0 0.0 O.Oi 0.0 0. 0.0 0.0 .1 1.11 1:0 1 Q I j i( � -w. (� 1 E i } �___ i 5+ + '++ + r + + i + i + f f + ( f t t+ + + + + + + + I + } + + + t + + + r =3 + + + + + + + + 1 -"-" + + "{ + ,�+ + + + + + + 1 + + + + + 0.0 .� 5.2 2j9 0.7 0.2, 0.1 _ .4 J �.5 i 1.6 f 1.5 1.0 0 0.3 0. 0.1 )A 0. 0.0 0,0 0.1 0.1 0.3 �,6 1.0 1 d I 1.6 ]. 0.6 1.1 1.3 'E� 1.3 1.1 0.1 01 1-" .1 a0.1 0.1 0. 0.7 1.9 4 6.8 4 8,0 7. } i F � 0.0 0.0 0.01 0.0 0. 0.0 IF f , }_ H 5 i ii { + ' + + f + t+ j + •-- + + + + + , , tr + + + + + + + + + + + , + + + + + + r + + +' + + + + + + , i + + + i + + + 0.0 D. 1• # 1.1• 4;8 •1 p 0.6 08-�,Q._. 1.1 1.0 •1 0.9 2.1 `=V.¢ ,.8 0.3 �. iii Q.9 1.1 i 1.1,,.�gt.0 0.8 .6 0.3 0.1 0.1 0.1 0,1 0.1 0 0.1 0.3 0.5 0.8 1.Q 1. 1.0 0. 0. 0.7 09 ,.Q: 0.8 .§ 0.3 0.1 0.1 .1 'i},'"0.1 0.1 0. 0.7 1.9 3 7.0 7 9 0.2 ; # 0.0 0.0 0.0 Q.0 0. 0.0 + + + E + I ' ++ I+ " + 5 t +9, .5 + _ ? Y• ;� ±, + + + + + + + + + + + + + + + -- + + + + + - +t + `'+ + + + + + r + + + + + ::�o ::� +0.0 .1 0. 3.9 �30 I 0.4 fr . 1.6 3 'f'', .6 012 1 € X0`:6 0. '0:,,r 0. 0.5 0.4 0.3 0.2 0.1 .i 0;1 0.1 0. 0. 0.1 0.1 0.3 0.4 6 .6 0.6 " 0. 0.4 0.1 0.1 01'-' 0.'0�1 0.1 .t 0.1 0. 0.7 ..i�� 9. 9. i 0.0 0.0 0.0E 0.0 R2 ,1 0.1 0.2 0.3j 0.3 ,Q 0.4 .3 1A i - .6 �.2 0. 0.1 0.41 .4 0. 0.3 0.2 Q 1 2-• -A'2 4 ,4- 0.! 0.2 0.2 0.3 0.4 0.4 �.10.4 0.303 �•5 06 6 06 0 •1 0.2 0.2 :2"_ }0:2__'tQ:1'__'i"0.1 0.1 0.1 0. 0.7 1.8 3. 6.5 2 7.7 •5 ( 0.0 0.0 0.0 0 0.0 t t # j + + + + + + +: + + + ;+ + + - + -+1 + # + + + + + + + + + + + + + + t / + + l + , ' + + t + + +'1 + + + * + + + + + + + + + _ + + + J + + + 0.0 0.00. 0 .0 ,8 k`�1.11 0.] 0.2 Qts 0.2 ,9 0.3 0.2 0.2 0.2 0.3 0.3 0,3 0. 0.5 0.8 0.5 0.2 0.2 9.2 0.2 0.2 0.3 0.3 0.3 0.3-A:31,,0.3 0.3 •(10.2 X0.20.23 40.2�.,�0.2,,;g 0.2Q;._..t0.2 .2 Q, 0.3 :3!?0: 0.3 0.3 0.6 0,8 OB" *019 0.8 •1 0.2 0.3 :2-" 0. 0.2 0.2 0.2 0.2 0.2 0. •5 O.S 6.7 5, € § j 0.0 0.0 0.03 0.0 0. 0.0 t F u -, l �f ( iii it I E a ♦ + + +' U + + + + ,p.� + + + z+ + + + + + + + f+ + + t + + + + + + + �+ v'i _ }r=r;r } : + + + --+ £ + + e} r+';'} _ + + + + + + + + + + +, E ! 1-1. I ? ! 1 + r + + + + 0.0 1 6 3. 3.8 2 0.2 .3 0.4 0.3 0. 6$ Qg _QS _0 0,5 06 -06 0.6 5 �63a 0.2 w0.2_ .0,2- 0.2 0.3 0.5 0;5 Oy5 0.5 0,5 0.3 0.2 .3 5 U � 0.8 �A(0.7 5 0, 4 5� 5 0. 5 0.8 1.1 11 15 1.3 .5 f 0.5 0.4-02 02 fl. 1.8 3.2 4.3 .1 3.i 0.0 0.0 0.0{ 0.0 0. 0.0 + + r + a + + + + + i+ + ? t + . �E + ,.+ + r i a-. +� -..+ x_ �+ + + �+ + f+ d' +{ + + 5 , + } +: �+} '•'tea i + + ! + + + + f t + + + + + + + + + + 03 02 09 0.3 0, ¢ 1 3 0. 4 0.3 0.2 I �9 tiT"^""2.0 ZU i. f ` .9 0.4 0.3 0. 0. b,81 0, 1. 1.1 i. S- -13 _ 1.4 f:4- 0.9 1.0 t:tf 09 �D.4 0.2 0.2 0.3 0.73j 1.5 2.4 3.2 .7 3.7 2. - 0,1 0.0 0.0 0.0 0. OA µ+2Y.8 � St;} ( � �µ� I Y � E $ + + i+ + },{ + ( + + - + + t i ++ + + >+ + + + + �+ + f+ + L + + + + + + + + OS + } + + + i + + + + 1 +ger+ + + + + t + + + € + 0.3 0.2 Q. 2 ....2,J_...} 1.5 0.',3 .5 ,115 1.9 - 0. " 0.2 .R02 1.iv 1 �,} ; . 1 0.6 .4 0.3 0.2 0 1.0 2.4 3.2 3.2 2,4 .1.3 0.3 08 .,i 1.8 1. } 0.7 1. s,.1. �'1.4 1.2 .2 } 1.1 1.8 ' 1.� 0.9 0. 0.4 0.3 0.2 0.3 0.6 1.'1 1.7 2.2 �.5 2.4 1.7 } 0.1 D 0.0 0.0 O.OF 0.0 a c j < k2,. 4� ( / {� O .1 i � S � ! i (�- ( 0 50 10.2 6. 2.8 :9 S.D� '^2. 1.1 0.5 "9 0. - .� "1 -. .2 - �:- � 1.3 -.. ,� :� ' ``' :0,4 s. �•' 2. 7.r 1.0 f 0.6 0.`,�,. "� .»..a .STM .9 0.7 .5 0. 0.6 0.8` 1.6 2.4 .3 2. - 0.2 -i?. � 0.7 .6 - 2.2 2.. 1.7 0.8 0.6 0. 1. 1 0.0 0.0 .O�i: ' 0.0 0 '' ! .5 2 2. 1: 9.5 ,1.3 y: 'd" 4.4 ! 2.9 i 1.9 1.2 0.7 0.6 3 1.1 1.1 0. 0.8 1.1 1.7 2.6 3 5.3 7.2 �+l.4 6.1 4.4 3.! 1.9 1.1 0.6 0.3 Q.2 0.2 0.3 0.4 0.5 0.3 0.3 0.5 0.8 1.4 2.2 3.4 .8 6.2 9.3 10.27. 5. 4.1 2,6 1.7 1.0 0.6 0.5 0. 8 0.8 0.5 0.2 0.1 0.1 0,1 0.2 0.2 0.3 0.3 0.3 0 -0.1 0.1� 0.0 0.0 0.0 O.f 0.1 0 10.7 � . 2.9 .2 A ��� ��'+`s-`�'�. - ' - - - I + + +'s • r + I + + € + + tE } ;t I+ + + �+ '+ + + + + + _ +i + . + + + # +i +4'.3 + + + t + + t + + + + + + + t + + + + + + t l + + + _. + + ;�+ + + +� ++ + t * # * E i� } ! ( ! 0 0 ? 04 0.4= 0.3' O.tj 0.1. 0.1 0.1 0.2`' 0.4E 0.5< O6 0. 0.4 0 01 0.0 0.0 00 0.1 0. 0. 7 ¢. 2.8 0. Ot , 2 0.8 1, t 1 2 YA 1. 9 4 5. 7.2=. 8.1 9:4 F 9.0 7.6 6.6 5.] 3.6 .4 .6 ], t5; 2.3 € 3.4 .8 6.4 ;7.5 $.7 .4 $.4 7. 6.? 4.k 3A `�.0 1.1 0.7 0.6 , 0.6 0.7 ' 0.8 1.1 1.8 2.8 % 4J 5.6 �,2 8.0 s 9.6 9.3 1 7,6 6.7 2 .7 2.4 1.4 7 d4 0.2 0 30.3 0.3 j 03 0.3 ; 0.3 , .4 30.7 1.4 2.3 36 5.Q 6.6E 7.6 9.0 LL 9, ;8.1 i7.3 8 0. 4 Oi4 .4. I E + + t i + + + + + + + + + + + r + + -„ I r_t- ;.;r ; a'- +r-' ca=-='».+ _._-:-..t='•-:a +'_ - �.=.rs crr- -� �--+----^+ _.. - + _^-yr.'s }-�.- + + -:a �-v>✓--�+ ic-- ' f c�:� cr- =-'+ + + + + + + t + + + + *i ' + + + + + + ''- 9 15 7 84 8.7 8., 8 2 1 5 0.8 •b.4 .3 0.2 0.2 0. 0.2 0.2 0,3 0.8 ,4 2.4 3.6 .1 6,6 8 8.7 } 7.3 5 2.9 1.8 1.1 0 0.3 0. .2 • 0. a 0.1 0.1 0.38 1.1 t. 0. 0,2 0.t 0.0 0. 0.0 0.6 3. 8.0 8.1 5.6 2.6 0.8 •�0.3 0.2 0.2 0.2 0.3 0. q:72 1.9 0 4 5.77.4 8,53 8.7.6 8,1 .7 3.7 2.5 ].7 :4 1.6 2.3. 3. 9 6,4 7.9 8.6 8.� 8.5 .6 6. 4.5 3.2 2.Q 1.2 0.7 •§ 0.4 0. 1.1 1 2. .2 .fi .2 I.... .1._.. 6 { + + + + + + + + + + + + + + + + + + + + 1} + + +I + + + a + + + ++ + + t + + + t + + r + + + + + $ + + + + + t # + + + * + + + + + + + + + + + + + + + + °+ `'" + 7 +, 7 +1 0 + 6 + 3 *0.2 +0. +0.1 + .1 0.1 O 1 +O.i E .1 +0.1 +0 +O S +1 3 +1 S +1 t1 4 *0.3 1 ii +0.1 +0. 0.0 Q.0 1 02 2.5 4.2 2.2 0. 0.3 0.2 0.1 0,1 02 0.2 0.3 .6 0 !,7 6 E 6.1 6.7 7.0 .9 6.7 4. 3.3 2.3 1,7 .4 1.6 2 3 4.1 4. 6.5 6.8 7. 6.8 5.1 3.8 2.8 1.9 1.1 0.7 0 0. 4 0. 1. 1 2.6 .6 6.2 6.9 7.3 7.2 7.0 4.5 .3 .3 1.4 .8 0.4 .2 0.2 0.1 0.1 0.1 0.2 0.3 0.8 4 2,2 3.2 4.3 5.6 6. 0 2 E 6.9 #6 4. 3 2. AI iii + + + + + + + + + + + + + + + + + + +, + + + + + + + + + + + +,! t + + '+ + + + + + + + r + + + r + + + + + t + + + + + + + + + } + r r + + + 1.1 + + + t / +. + + + + 1 + + + + + + + +i + + + + + + + 0.0 0, 0 0 1.4 3.2 3,3 2.6 1.5 .6 0.2 0.2 0.1 0.1 0.1 0.2 0.3 0.8 r2 9 3.5: 3.8 3.8 3.9 3.9 4.0 4. .3 2 1.8 1.3 .1 1.3 '(.7 2 ,3.1 3.8 � 3.9 3.9 4, 3.9 .9 3.7 2.9 2.1 1.4 0.9 .5 0, ,3 3 0.8 � 1. 2.0 ,8 3.6 4.0 4.0 4.2 4.2 4.3 4. 5 .6 1 1.2 ' 0 0.4 .2 1 f 0.1 0.1 0.1 0.! 0.2 0. 0.6 1.7 2,4 3.2 3.9 4 4. 4. zA X6 .8 2.0 1.3 0.8 0.5 �. 0.1 0 .1 0.! 0.1 0 £ 0.1 .4 .1 2.0 2.8 2,2 0.3 0.1 •b.1 0OCL+ + + + [[ + + + + + + + + + + + + + + 8 *1.9 +1.8 +1.8 *1.9 +1.9 2.0 1.6 *7.2 +0.9 +0.8 +0.8 +1 +1. *2. +1,9 +1.9 +2. +1.9 + .9 +2.0 1.8 +1.4 *0.9 + .6 +0.4 +0. +0. +Q, ,9 0, +1.3 + ,7 +2.0 2,0 +2.0 2.1 2•i. +2.1 *2. *2.1 * 0.8 0.5 .2 .1 0.1 +0.1 +0.1 *0.1 +0.2 +0. 0. .7 *1,1 1.5 *1,9 +2.0 +1. 2, 2.0 - 2.0 +1.7 +1,3 +0.9 + .5 +0.3 +0.2 +0.� "`1+�.1 + .1 +0.1 0.1 + .1 0.1 D:2` 0.41.5 +3.1 .9 t5. +4,1 +0.21 + 1 +0. +0.0 0.0 I 0.0 0.1 011 0.9 2.0 2.1 1.7 1.1 0.5 0.2 0.1 0.1 OA 0.1 0.1 0.2 0.3 5 0. Q` } + + + + + + + + + + + + + + + + r + + + + + + + + + + + + + + + + �*_.,, , j`'"a+ + + + + + + + + f + + +"�.i" i + + + + + + + + + + + + 5 r +rte + + + + t + + + + r + + + + + .,,t,..-""+ r + + + + + + + + ""�• + + + ^r'j + + + + + + i + + + 0.0 0A 0.1 0.1 0.1 0.1 0,2 0.3 0. 0.7 0.8 0.7 0.7 0.8 0.8 0.8 0.9 0.9 0.8 0.7 .5 0.5 0.6 0.8 O.J 0.8 0.8 0.8 0,8 0.8 0.8 0.8 0.8 0. .�' 0.4 0.3 0.2 0.2 0,2 0.2 0.3 0. 0.7 0.8 0.8 0.8 0.8 ,0.8 0.8 0.9 0.9 1,0 0 0 0.5 0.3 :2�'"��F0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.7 0.8 0.8 0.8 -0:8 0.8 0.8 0.8 0.9 0.8 0.3 0.2 0.2 0.1 0.1 •� +O:�r "-01'-" Q•t--fl.t---� 1.7 .i 7 7.6 4 0.8 0.33 0.2 0.110.0 5 ! + t + + + E+ + + + + + + + + + + + + + + + + + + +' + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + t + . + + + r' + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Oi + + + + + + 1 + + + + 0.0 0.0 01 0.7 07 0.4 0.2 0.1 0.1 0.1 0.] 0.1 _ 0.1 0.2 .3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 04 0.4 0.4 0.3 0,3 0.3 0.3 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0,3 0.3 0.4 0 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0,3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 01 0.1 0. 0.1 02 0.3 0.5 1.9 4.6 .1 9.51 8. 1.2 0.51 0,2 0.1 0.0 + + + +.jj ! + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + + + + + + + + + * + + + + + + + + + r + + + r + + + + + + + + + + + + + + + + + + + + + + + + + t + + + } + + + + + t + + + t * + + 0.0 .1 0. 0.4 0 .2 0.2 � 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 02 0.2 0.2 0.2 0.2 02 0.2 0.2 0.1 0.1 0.1 Q.1 0.2 0.2 0.2 02 0 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.! 0.1 0.1 D.1 0.2 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0,2 0.1 0.1 0.1 0.1 0.2 0.3 0.6 2.0 5.0 0.0 10. 1.9 6t 0.3 d. 0.0 !} I } + + + + + + + + + + + + + + + t + r t + + + r + + + + + + + + + + + + + + + + + + + + + + + + + t + + + + + + + + + + + + + *0.0 0. * ��5.4 *2. � LH; � 0.5 .5 0.5 0.5 0.6 0.6 8.5 0. :§ 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.5 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.5 4 0.3 0.2 0.2 0.1 0.1 0.! 0.! O.t 0.2 0,2 0.3 0 0 0.5 0.5 0.5 0. 0.5 0.5 0.5 0.4 0.3 0.2 0.2 0.1 +0.1 0.1 0.2 0.2 0.3 0.5 0.6 0.5 0.5 0.5 0. 0.5 0.5 0.6 0. 0.3 0.2 0.1 0.1 0.2 0.3 1 0.6 2.0 9. , 9. 1.6 .6�( 0.3 0, 0.0 E+ + + + + * + + + + + + + + + + f + + + + + + + + + + + + + + + + + + %+� + + + + + t + + + + + + t + + + + + + + + + + + + + r + + �s,r+^_' ++ + + + _+ + + + + + + + -+ + + + + + + + + + + + + € + + + +0.0 5 , + +T +3 1 s. 1.4 1.4 1.4 1.4 1.3 1. 7.5 13 1.1 .9. 0.8 0.9 1.2 1.4 1. 1.4 1.4 t. 1. 1.5 1 5 1.3 1.! 0.9 2 1.4 1.5 1.4 1.3. 1.4. f.4 , 1.3 1. 1. 1. 0. 0. 02 0 0,1 .7 01 0.2 0.2 0. 0. 0.9 1 1.4 14 1.4 1.4 1.5 1.3 1.0 0.7 0.3 0 0.2 0 2--0-- 09- &5----0.8-- �1a -1:3---1.5-- Y.4- -"1': ----1.d--- 1-4- --1-E4- 1 �1---0.8----0.3'-'-02-- @:2" -0:2-'--'0. t5 1.8 8.4 8.8 7 1.0 0.4 0.2 0.1 0.0 r 11 }00 +1 I + + + + + * + i + ♦ + + + + + + + + '+ + + + + + + + + + r ` + + * t + + + + + + } + t ++., + + + + r + + + + + + + r t + r + + + + + ++ r + + + + + # + + + + + + + + + 2. 3.0 3.0 3.0 3.0 3.1 2.9 24 1,9 .5 1.31.5 1.9 2.5 3. 1 3 m3.1 3.1 3.1 3.1 28 2.2 .8. 1.5 1. fl. 9 .5 2. ' i .! 3.0 3.1 3.0 3.0 3. .7 2 ,1.4 0.9 y 0.3 0 0.1 .1 0.1 0.2 0.3 0.5 0. 1.4 21 3.1 3.1 31 3.0 .1 2.9 2.4 1.7 1.2 0. 0,4 0 .2 .t ®0. 0.3 0.8 .2 1.8 2.5 3.0 3.1 3. 3.1 30 X3.1 .1 2. 2.0 .3 0.8 .5 0 0.2 02 0.3 0.5 .7 3.8 .3 6 .5 5 0.3E 0. 0"1 0.0 � + III 1iE j 1 •tilt} ^ f Md} t "+ s�yi^/j+ 4 + } ---3 - + ` +TTx , + + + + I + + + + + + + + + r a + t + Lp + +t++ + + + + + + + + + + + + + + + + + + + + + + + + + + t + + + r + + + + +> + r + + + * + r + + + 3 + + I + ++0 0 O1 1 O1 02 0 07 SSS 35 7 5.5 5 58 5 .9 3. 2. .8 ].1 0. 0 0.2 0.2 0.2 .4 .3 2.6 4 i 3.1 0.3 021 .'� 0. 0.0 0.0 0.1 0 1 2.0� ]�O } - 3.9 5.0 5.5 5.6 5.7 5.6 5. 4.4 3�4 2.6 .D 1.8 2.0 2.6 3.4 5.4� 5 5.8 5.¢ 5. 1 4 0 3.1 .4 2.1 2.F 4 '.4 5.6 5.7 5.6 5.5 3. 2 2.0 1,� 0. .4 2 1. 2.0 2 9 3 5.0 5. �7 5 8 5.7 .4 4.5 3.4 2.4 1.6 1. .5 0 3 0. .2 0. � 0 1.0 .7 2.5 �+ + 3 + +! € }} a + + + + + + + + + + + + + + + ,a;... i + + +r ++ + + + + + + + a + + + + + + + + + + + + + + + + + + + + + + r r '.aca'c + + + * + + + + + + + "+ + + + + + + + + + + ! ++++++0.0 0. 1 3/5..0 .8? 6.4 7.8 8.2 8.4 8.t 7. 5. 4�2 3.! 3 2.0 2.3 3,1 4. 5. 7.2 8 8. 8.3 7. 6.4 4 9 3.8 .8 2.4 2.4. 1 8,1 8.5 8.2 7.8 6. 4.8 3 "''2.4' 1.4 0. 0.4 0 0.1 i 0.1 0.2 0 0.8 i. 2.3 3 8.3 8 5 8.2 .2 5. 4.1 2.9 1.8 1,1 .6 0 3 0.2 .1 0, 0.3 0 1.1 .9 3.1 4. 5.7 7.4 8.� 8.5 8 2 7.6 3.3 .1 1,3 0.7 0. 0.2 0.2 0.2 .9 1.7 2, 2 1.8 0.3 .1 0.1 0. 0,0 I-a.-..:a € c--. c-�-"-• c. � --� --4 c-1 a s. --� a c.= - =s =:.-a r.._=-�- •-------+ - c-.. a1 +1.3 ,--0.2 .2 +0. t. + 5 -yl :7'-+ 7.8 z 8.7 9.0 •83 {7.2 15. 4'3 t3.1 2.2 2.0 2.2 13.1 4. t6.0 7.2 13.4 9.0 itsd 7.8 16.7 .2 '3.8 ,8 i2,3 2.5 3. 4. 5.9 7.2 8.31 -.Of 8.73 7.8,' 6.i 5. 3. 2.4 1.4 0. 0.4j 0.2 .] 0.1 1 .1 0.2 0. 0.7 1.4 2.3 3 5. 6.6 7.7 8.6 9.0 { 8,4 0.0 0 1 t i. { 3 { i t ' i 3 i f 9 4 2 9 1.8 1. 0 5 0.2 0.1 0.2 0. 0.7 0.8 6 0 0.1 0.0 0. 0.0 O.Q 11 40 i .0 .2 4. { 3 7.7 8 9.4 CC 3.9 2.S 1.8 1.� ].8 2.6 35 6.8 94 t0.t 4.8 3.3 23 1.8 2A 2.7 3.9 6,8 9,3 1 7.6 4.9 2.0 ,1 0.3 0 0. 0.1 O t 0.1 0. 5 1.! ].9 3,! 4. 7.4 10. 9.4 �.5 .8 2.5 1.4 0.4 0.2 .1 0.1 0.! 0.2 0,8 1.6 2.6 4.0 6,9 9.6 .7 7. 0 _- 1 -il .3_ + + + {' + 4# 1 + + + + + + + + ""�0 + + "+ + + + + + -+ r + + +' f + t t + ♦ + + t + + t + + + + + + + } + .1 + t r + + + + + + - }- - }-----+----- --- r- - -^r0. + - -+---- t + 1 t j + t 0.0 .1 0 111 i 1"3� 2.7# ].7s 1.8 2.8 i 3.7 2.1 1.8 1.4 0.9 Q. i.6 2,1 fi•>+C" �. .0 2.�:7i':6i� 1.2 0.8 0.6 _\0.9 1.4 1,7 2.1/3.6 2.7 0.4 .1! 0.1 ,0 0.1 0.2 0.3 0 1.1 1.5 1,6 2.5 4. ,7 3.5 2.1 1.6 .3 0 0. 0.1 .1 0.1 0.1 0. 1 0.3 0.9 1.4 1.6 2.2 3.9 � 2.4 1"6 1. 1,0 5 0.3 0 0.1 0.1 f: 0.1 0.1 0, 0.4 0,4 0.4� 0.3 0.1 0.0� 0.0 0. 0.0 0.0 0 .2 � # 0.7 } 1.0 3 1.7 2.7 �3.0 � � a 1 K I ( ,r 0.0 0, 2 4.5 2.8 n f } } } } } Hai jC0 E{ 1:� 1"9 • 2.0 a 3 0.0 1 ! .0 .8 +i •5 !.2 t.4 t 1.5 1,61 1.5 1=� _ i�.= ° r__iww.2 + + + f + + + E --u_- -- -- _- -�77 ° r -_Win 0.0 0.0 0.0� 0.0 0. 00 + + + # t + + -+ ++0.0 +0.0 +0.01 +0.0 +0. +0.0 0.0 j 0 3 7 � � .7 � € i 1.8 ! 1.9 1.9 I 1.6�� _ _ _- I ` - + + + r i + += i Y - _ - - 00 00 +0.01 00 00 , E _ 0.0 0. 1 H`_.,32 0 2.0 __. - ....i.2 *1 *+1.5 *1.5 i r- } # =-y ° - - _ i + . + . +0.0 # . + _ - Q + 0.0 01 + i + } +; _ f yv 10.9 + *1.3 +1.2 } } _ -^a y i c i {€ } i } } ,{ j }. ... �} °} 0.0 0.0 0.0� 0.0 01 *DA }} +0.0 * 6 +71b.3 *0.6 * 54 •1 j + + + + + + # # 1 I 0.0 0.0 0.01 0.0 0. 0.0 [° j 8 0 j *0.0 .1 *0 *3 2 ' +4 *f.7 *0,3+0.4 +0.4 0.4 *Q.4 # F S I H t ! I F # 11� +0.0 *0.0 +O.Oj *0.0 +0 +0.0 _,_. - __._ - - - .- -,.. _._ _.. - s T _ - - ____ __._ - - __. - ..- _._._ -___ -- _.._ ____ ____ ___, _,.. _ ._.._ ____ .a ____ __._ ..- - ._._...____ ____ - - ____ ____ - ___,_ - .- .._._ ____ _ +0.0 +0.0 +0 1 0.3 +0 +0.2 +0.2 +0.2 +0,2 +0.2 -� - +-- 0.0 0.0 0.0 +0.0 +0. +0.0 + + + + i 1 r + + + + + 0.0 0.0 0.0 0.0 0.0 0.1 0.7 0.1 0.1 O.t 0,0 0.0 0.0 0.0 0. 0.0 DOD i5S-IyPa Nnrv�.eS � C�o�d SITE PLAN - ELECTRICAL SCALE: V=20'4' Date Received ,j,,j 2 6 2019 g. _ Hayden Bridge Meadows Light Fixture Schedule Type Description Manufacturer's Catalog # Lumens Notes 10.9 Footcandles .1 Footcandles Pathways .4 Footcandles 3.6 Footcandles 0 Footcandles Arm Mounted LED on 9' Pole - 2.4 Footcandles 9.8 Footcandles A Seagull #826993S-12 1000 8 Foot Mounting Height Arm Mounted LED on 12' Pole B Lithonia DSXO LED P5 30 K T3S 4925 BLC Street Side Type 3 Distribution 0 Arm Mounted LED on 12' Pole W z �< V Z W LU W LJ- Q C L{) - O Lithonia DSXO LED P2 30 K T3M 5416 Z W Type 3 Distribution Lithonia KRBLED16C 530 30 K D 8" Round LED Bollard 1254 Y IHayden Bridge Meadows Photometric Statistics Area Average Maximum Minimum Parking Area 2.2 Footcandles 10.9 Footcandles .1 Footcandles Pathways .4 Footcandles 3.6 Footcandles 0 Footcandles West Stair Entry 2.4 Footcandles 9.8 Footcandles OREGON r 21, �e���G`� EXPIRES 6/30/2019 BERGSUND DELANEY ARCHITECTURE AND PLANNING EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT F1RST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF BERGSUND DELANEY ARCHITECTURE AND PLANNING. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD BERGSUND DELANEY ARCHITECTURE AND PLANNING HARMLESS Revision Summary ELECTRICAL SITE PLAN PHOTOMETRIC Revision Number Revision Date 1 6-4-2019 v j 0 z LLI W z �< V Z W LU W LJ- Q 0 to L{) - O '- LO � 0 ii z LL C LL O Z W W 5 Revision Summary ELECTRICAL SITE PLAN PHOTOMETRIC Revision Number Revision Date 1 6-4-2019 date 4-9-2019 file 1840 d.b. E1 4 Capable options indicated by this color background. - EXAMPLE: DSXO LED P6 40K T3M MVOLT SPA NLTAIR2 PiRHN DDBXD DSXO LED DSXO LED Forward optics PP4 P7 D -Series Size Q Catalog Number Shilloedincluded SPA Square POIC mtmr tT LED Area Luminaire Notes 50K 5000K T2M Type II medium T5W type V wide rdnseries RPA Round pole mounting 12 Foot Textuted black P3 P6 T3S type lli short BLC Backlight wnuoF I�tiE rl ��`�VjAi�STT/A�Y i .. .,. ... ,. _.. . > ......_ High/low, molion/amtticnt Tnsor, 8-15' mounling Rotated optics FRIENDLY Introduction SPUMBA Square pale universal mounting adaptor L90 P101 P121 T4M Type IV medium RCCO Right corner cutoff, 3471,1 RPUMBA Round pole universal mounting adaptor" ` The modern styling of the D -Series is striking TFTM Forwardthrow, 4801,5 Shipped separately yet unobtrusive - making a bold, progressive Specifications.,.,., medium statement even as it blends seamlessly with EPA: 0.95 ft, Bird spikes" its environment, The D -Series distills the benefits EPA: t.t�iml External glare shield of the latest in LED technology into a high Length: 26"0 (66,0 ,t) performance, high efficacy, long -life luminaire. The Width: 13" Shipped separately outstanding photometric performance results in Width: i 33.Dcm1 DWHGXD sites with excellent uniformity, greater pole spacing Height,: X61 - L — and lower power density. It is ideal for replacing up Height,: 3„ citil i _ L(7h2 -' to 40OW metal halide with typical energy savings HeightZ: 7, 12 of 70%arid expected service life of over Weight 16Ibs H H 2 100,000 hours. (max): 7.2srgt W 100,000 hours. 4 Capable options indicated by this color background. - EXAMPLE: DSXO LED P6 40K T3M MVOLT SPA NLTAIR2 PiRHN DDBXD DSXO LED DSXO LED Forward optics PP4 P7 30K 3000K TiS Typelshort T5S TypeVshort 40K 4000K T2S Type llshot TSM TypeVmedium MVOLT'" 1201 Shilloedincluded SPA Square POIC mtmr tT r [louse-sideshle(d P2 P5 50K 5000K T2M Type II medium T5W type V wide 2081 RPA Round pole mounting 12 Foot Textuted black P3 P6 T3S type lli short BLC Backlight wnuoF 240' WBA wallroc .et High/low, molion/amtticnt Tnsor, 8-15' mounling Rotated optics T3M Typc 111 medium LCCO Left tamer cutoff, 2771 SPUMBA Square pale universal mounting adaptor L90 P101 P121 T4M Type IV medium RCCO Right corner cutoff, 3471,1 RPUMBA Round pole universal mounting adaptor" Right rotated optics' P11' P131 TFTM Forwardthrow, 4801,5 Shipped separately €FAO Field adjustable outpot medium I KMA8 DDBXD U Mast arm mounting bracket adaptor BS Bird spikes" TSVS TypeVveryshott EPA: (specityfinish)' Shipped installed NLTAIR2 nti ht. AIRR generation 2 ena bleds PIRHN Ne �r h h do a fent :sat H N, k, g lh�wmo of mb stn PER AMA wrist -lock receptacle only (Control of0eredseparate) PERS Five -pin receptacle only (Control ordered separate) r" 7 PER7 Seven -pin receptacle only (leads exit tixture,) (control ordered separate) +t i, DMG 0-IOVdimming extend out back ofhousing for external Corifoi (control ordered separate) E PIR High/low, motion/ambient sensor, 8-15'mounting Shipped installed E height, ambient senscretaabkdat5fcc+'a ' HS r [louse-sideshle(d PERE! High/low, motion/ambient sensor, 15-30' mounting SF Single fuse (120,27 7, 347V) ` Textuted black height,ambientsensorenabled atStC'1''` Textured natural ' I PIRIFC3V High/low, molion/amtticnt Tnsor, 8-15' mounling OF ' Double fusef ,7.08, 240, 480) 208" lie ighlambient sensor enabled attfcr;s L90 Left totaled optics PIRHIFC3V Nigh/low, tnotlonlambientsensoLl5-30'mounting R90 Right rotated optics' WBA Wall bracket height, ambient sensor enabled attfc` ' DDL Diffused drop lens'" €FAO Field adjustable outpot Shipped separately I O BS Bird spikes" statement even as it blends seamlessly with EPA: EGS External glare shield 1 1 One Lithonia Way - Conyers, Georgia 30012 - Phone: 800.279.8041 1 r1ma, © 2011-2019 Acuity Brands Lighting, Inc. All rights reserved. ONE LiGHT OUTDOOR POST LANTERN D: 11.25" H: 15.75" E: 16" 8269-44 (1) Medium Base 100w max. 1� 826993S-44 watts, t. -4 LED: 3000I< 1 t� T 4 1000 gross lumens WEATHERED COPPER FINISH CLEAR SEEDED GLASS DDBXD Dark bronze DBLXD Black DNAXD Natural aluminum DWHXD White DDBTXD Textured dark bronze DBLBXD Textuted black DNATXD Textured natural ' aluminum DWHGXD Textured white. DSXO-LED Rev. 02/27/19 Page 1 of 8 826993S-12 LED: 3000k, 14 watts, 1000 gross lumens A Mounted on 9` Pole A+ Capable options indicated " bythiscolorbackground. EXAMPLE: DSXO LED P6 40K T3M MVOLT SPA NLTAIR2 PIRHN DDBXD DSXO LED DSXO LED Forward optics Series Size 0 Cataog Number TIS Type lshort T5S TypeVshort MVOLT"" Ata.. LED Area Luminaire f{a� P1 P4 P7 40K 4000K aluminum 6 C._ Irduseries SPA Square. polemountint ' P2 P5 SOK 5000K Q NGHTW fUEMDLY 208" RPA Round pole mounting 12 Foot Pole DBLXD R x e Introduction 30°overall height T3S Type III short BL( Backlight control' 240' WBA Wall bracket verall height Rotated optics tla•k bronze The modern styling of the D -Series is striking Specifications 277 yet unobtrusive - making a bold, progressive O P10' P121 U) statement even as it blends seamlessly with EPA: 0.95 ftil RPUMBA Round pole universal mounting adaptor" its environment. The D -Series distills the benefits PI1' P13'TFTM Gn9rr'i 26" of the latest in LED technology into a high Length: t�rnn) Shipped separately performance, high efficacy, long -life luminaire. The Width: 13" DWHGXD outstanding photometric performance results in (33ovn) KMA8 DDBXD U Mast ami mounting bracket adaptor sites with excellent uniformity, greater pole spacing Height,: 3„ citil i _ L(7h2 -' and lower power density. It is ideal for replacing up 7„ s H -.� ''�`�iC'+'l�`d"�3v�'�> {'�.�"�`i' >"`9S '..:�s, a"'t�.x a:� "�si.s� P��\`•'`>, �h �` ^2e„''§ 1' 'i} iME 'II to 40OW metal halide with typical energy savings HeightZ: (t7k(rit) H H 2 of 70% and expected service life of over Weight 16 lbs 100,000 hours. (max): >.2>Lgi W NLTA R2 nCi itrA R ever i n 2 e t ( l at4 Walled 9 9 A+ Capable options indicated " bythiscolorbackground. EXAMPLE: DSXO LED P6 40K T3M MVOLT SPA NLTAIR2 PIRHN DDBXD DSXO LED DSXO LED Forward optics 30K 3006K 2x;.40 TIS Type lshort T5S TypeVshort MVOLT"" Shipped included P1 P4 P7 40K 4000K aluminum T2S Typellshoit TSM TypeVmedium 120' SPA Square. polemountint Dark P2 P5 SOK 5000K Q T2M Type 11 medium T5W TypeVwide 208" RPA Round pole mounting 12 Foot Pole DBLXD P3 P6 H30 30°overall height T3S Type III short BL( Backlight control' 240' WBA Wall bracket verall height Rotated optics tla•k bronze FG T3M Typo III medium m LCCO Left corner cutoff 277 SPUMBA Square. pole universal mounting adaptor O P10' P121 U) black T4M Type IV medium RCCO Right corner cutoff' 347''1 RPUMBA Round pole universal mounting adaptor" Textured PI1' P13'TFTM balls (3 bolt base) ForwardlhrowW UAB4 480' Shipped separately aluminum Withoutanchof DWHGXD medium bolts s KMA8 DDBXD U Mast ami mounting bracket adaptor white T5VS TypeVveryshott (specify finish)' s H -.� ''�`�iC'+'l�`d"�3v�'�> {'�.�"�`i' >"`9S '..:�s, a"'t�.x a:� "�si.s� P��\`•'`>, �h �` ^2e„''§ 1' 'i} iME 'II ks 3tZ" Shipped installed ; PIR Hightlow,motion/ambient sensor,8-15'mounfing Shipped installed DDBXD Darkbronze NLTA R2 nCi itrA R ever i n 2 e t ( l at4 Walled 9 9 i height, ambien[sensarenabktlat5fc ' 9 i H5 [louse -side shield DBLXD Black a PIRHN , tet�vari high/law mot anfamiricntsc nwr r PIRH N" h low motion/ambient 1S 0' mountin 1 1 1 3 i height, ambient sensor enabled at5fc ,,,, g SF Single fuse (120,277,347V)' ONAXD Nanxal aluminum 'PER NEMA twist -lock rece only (control orde,red s.e a, rate'r. High/low, motion/anbim ensor, 8-15'mountin9 DF Double fuse l',208, 240, 480 DWHXD White _tack PERS height, het hC ambient ena Iedattfc't' L90 Left rotated optics DDBTXD Textured dark bronze P 7 Se n= '' eCe t e e e se t t e c 'i ER pin r p a I .,only (I ad ,xt, f1x ut } (op To! ordered - : I PlRH1FC3V Hi h/low, motion/ambientsensor, 15-30'mountin9 R90 Right rotated optics ` 48LBXE Textured black sepafate)s!" height, ambient sensor enabled at1fc'°" DEL Diffused drop lens "` DNATXD Textured natural DMG 0-10Vdimming extend out back ofhousing for external control 1 FAO Field adjustable output's Shipped separately aluminum (control ordered separate) 1 BS Birdspikes" DWHGXD Textured white EGS External glare shield" 0FA17 One Lithonia Way - Conyers, Georgia 30012 - Phone: 800.279.8041 Z/J7"7//V19,© 2011-2019 Acuity Brands Lighting, Inc. All rights reserved. lulow BLACK FINISH CLEAR SEEDED GLASS DSXO-LED Rev. 02/27/19 Page 1 of 8 Specifications 8" Round DWHXD I 2x;.40 Singlefuse(120, H -t Height: (10 Lb C, 277,'3474)1, Weight 27 lbs aluminum DF (max): (72.25k:j;' DDBXD Dark W 240V) "' Q D I� H24 Catalog Number Notes Type D Introduction The KBR8 Bollard is a stylish, fully integrated LED solution for walkways. It features a sleek, modern design and is carefully engineered to provide long-lasting, energy-efficient lighting with a variety of optical and control options for customized performance. With an expected service life of over 20 years of nighttime use and up to 70% in energy savings over comparable 10OW metal halide luminaires, the KBR8 Bollard is a reliable, low -maintenance lighting solution that produces sites that are exceptionally illuminated. a EXAMPLE: KBR8 LED 16C 700 40K SYM MVOLT DDBXD KBR8 LED KBR8 LED Asymmetric 12C 12 LEDs Symmetric 16C 16 LEDs' 350 350 mA 450 450mA,: 530 530 mA 700 700 m Acces'sories'", _ 'Oict re8-a ti e r i. e adst o dse a ste MRABU Anchor bolts for KBR8 LED" 30K 3000 K 40K 4000 K SOK 5000 K AMBPC Amber phosphor converted AMBLW Amberlimited wavelength ASY Asymmetric' SYM Symmetric' MVOLT, 120, 208, 240' 277' 347' Shipped installed PE PhotoelecuicCell, button type DMG 0-10vdimming wires pulled onside fixture (fm use with an external control, tr[d(.fedse �WtCIY i pa , ELCW Emergency battery backup" OfA Llr"J7WAIA One Lithonia Way - Conyers, Georgia 30012 - Phone: 800.279.8041 _. © 2012-2018 Acuity Brands Lighting, Inc, All rights reserved. Innovation in Action Dedicated Backlight Control and Corner Cutoff Optic The D -Series LED Extreme Cutoff Optics use an innovative corner cutoff optic enables pole mounting in the corners of backlight control that significantly reduces light spill behind your site, virtually doing away With light spill behind, and to the pole for applications With pole locations close to one side of the pole. adjacent properties, This helps support compliance with LEED light trespass requirements along the perimeter of the This is ideal for applications with corners that are close to lot, while maintaining light levels that provide high visibility, a neighboring property or roadway, enabling more: design options Lor pole placement, even at the property lire. Once backlight control is addressed, the corners of the property require attention in your design, The innovative DLC Qualified The D -Series LED Extreme Cutoff Optics are DesignLights Consortiurna' qualified, which makes thern eligible for utility rellates and can help improve project ROI. Curb Line Property Line virtually all liglit is cutoff right at that prcperty sine, ever: with the corner cutoff luminaire only 7' from the property line in either direction! LEED Boundary Line Anything beyond that red fine is ;unacceptable spill light. LEED is a nademask or ncd by ti?e U 5 Green Ndid"inq Co rm � Its the obiigatioa ai me e^d user tmori<u t s;ith a LEED accredited prole»ir,^a arivi_7; to datemine com0ance WiOh tE O requirement,, rot a particui:r pin est. Shipped installed DWHXD White SF Singlefuse(120, DNAXD Natural 277,'3474)1, ® aluminum DF Double fuse (208, DDBXD Dark W 240V) "' Q bronze H24 24"overall height DBLXD Black H30 30°overall height DDBTXD Textured H36 verall height o O tla•k bronze FG Ground -fault DBLBXD Textured O festoo.ioullet U) black UAB Wnhoutanchor DNATXD Textured balls (3 bolt base) natural UAB4 4 bolt retrofit base aluminum Withoutanchof DWHGXD Textured bolts s white NOTES 1 Only available in the 12C, ASY version. 2 Only available in the 16C, SYM version. 3 Only available with 450 AMBLW version. 4 Not available with ELCW. 5 MVOLT driver operates on any line voltage from 120-277V (50/60 Hz), Specify 120, 208, 240 or 277 options only when ordering with fusing (SF, DF options), or photocontrol (PE option). 6 Not available with 347V. Not available with fusing. Not available with 450 AMBLW. 7 Single fuse (SF) requires 120, 277, or 347 voltage option. Double fuse (DF) requires 208 or 240 voltage option. 8 MRAB V not available with UA84 option. Paradigm Engineering James Krumsick P.E. LEED AP 85193 Appletree Drive Eugene, Or. 97405 541 285 1680 jkrumsick@outlook.com ale �Py O1�0158-N�Z Si1c P14v\ geUew $(vU5 fv Good Pq ? ale ReCelved UN 2 6 201.9 Original Subrni t l ` 44� ��}f �tiyi+`rb�l°`k*,e iii DSXO t � z�, DSX1 25OW - 75OW MH Replacement Lithonia Lighting" is {a mernber of the: Acuity Bra; ads portfolio of lighting, controls and daylighting solutions. Lithonia lighting offers one of the industry's broadest lighting portfolios for commercial and industrial lighting applications. Our LED, fluorescent and HID High#Ing are recognized for their quality, reliability and solid performance, rnnaking Lithonia Lighting one of the =host specified brands in the lighting industry. DSX2 75W 40011V MIH Replacernent 40OW-100MA1 MH Replacement 00- Re. - 01II 21 Spit KR��` EXPIRES 6/30/2019 BERGSUND DELANEY ARCHITECTURE AND PLANNING EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF BERGSUND DELANEY ARCHITECTURE AND PLANNING. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY THE THiRD PART( SHALL HOLD BERGSUND DELANEY ARCHITECTURE AND PLANNING HARMLESS.', Revision Summary Revision Number Revision Date 1 6-4-2019 ® ® } Q Z W W T Q o W f� Wry W WO �C� 0 _ ��w T T o O L.L � rn Z O m �a O U) ILLW W 0 o 17 00- Re. - 01II 21 Spit KR��` EXPIRES 6/30/2019 BERGSUND DELANEY ARCHITECTURE AND PLANNING EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF BERGSUND DELANEY ARCHITECTURE AND PLANNING. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY THE THiRD PART( SHALL HOLD BERGSUND DELANEY ARCHITECTURE AND PLANNING HARMLESS.', Revision Summary Revision Number Revision Date 1 6-4-2019 ® ® } Q V ® ® } Q Z W W Q o W Z Wry W WO �C� 0 _ ��w Ln — o O L.L � rn Z O m �a O U) ILLW W 0 o 17 DETAILS AND SCHEDULES date 4-9-2019 file 1840 d.b. E2