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HomeMy WebLinkAboutPlan, Tentative APPLICANT 6/12/2020R. SPORTS PROPERTIES, LLC FACILITY EXPANSION Tax Map: 17-03-15-40 Lot: 600 FINAL SITE PLAN REVIEW PROJECT SITE X. r > ml 4. rA • t, t r +_' r f - I k' "Z: o s,.. ♦ %gee n.. ea ae:0 _ r— Aft ,_ 444 �` A • _ A e NTS T PROJECT DIRECTORY OWNER/APPLICANT R SPORTS PROPERTIES, LLC PO BOX 71130 SPRINGFIELD, OR 97475 (541) 687-1818 CONTACT: KELLY RICHARDSON. Applicant PLANNER/LANDSCAPE ARCHITECT SCHIRMER SATRE GROUP PLANNERS, LANDSCAPE ARCHITECTS & ENVIRONMENTAL SPECIALISTS 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OREGON 97401 (541) 686-4540 - FAX (541) 686-4577 CONTACT: RICK SATRE. AICP, ASLA, CSI rick@schirmersatre.com CIVIL ENGINEER KPFF CONSULTING ENGINEERS 800 WILLAMETTE STREET SUITE 800 EUGENE, OREGON 97401 (541) 684-4902 CONTACT: ANNA BACKUS. PE anna.backus@kpff.com 6Y11WVA0 LO]N KPFF CONSULTING ENGINEERS 111 SW FIFTH AVE SUITE 2600 PORTLAND, OREGON 97204 (503) 542-3860 CONTACT: TROY TETSUKA, PLS troy.tetsuka@kpff.com BUILDING DESIGNER- WAREHOUSE MORTIER ANG ENGINEERS 1355 OAK STREET SUITE 200 EUGENE, OREGON 97401 (541) 484-9080 CONTACT: BRIAN OVERSTAKE, PE briano@mortierang.com ARCHITECT- OFFICE ROWELL BROKAW ARCHITECTS 1203 WILLAMETTE STREET SUITE 210 EUGENE, OREGON 97401 (541) 485-1003 CONTACT: JOHN ROWELL. AIA john@rowellbrokaw.com LANDSCAPE PLANS: 11.0 COVER SHEET 12.0 ASSESSMENT OF EXISTING CONDITIONS 13.0 SITE PLAN 13.1 SITE PLAN ENLARGEMENT- SOUTH 13.2 SITE PLAN ENLARGEMENT- NORTH 14.1 PLANTING PLAN - SOUTH 14.2 PLANTING PLAN - NORTH 14.3 LANDSCAPE DETAILS 15.0 HARDSCAPE DETAILS 1 15.1 HARDSCAPE DETAILS 2 rel MImejWAIkgM C2.0 DEMOLITION PLAN C3.0 UTILITY PLAN C4.0 GRADING PLAN C4.1 GRADING PLAN ELECTRICAL SITE PLANS: E1.0 ELECTRICAL SITE PLAN E1.1 ELECTRICAL DATA G001 COVER SHEET G010 EXISTING ARCHITECTURAL SITE PLAN G012 BUILDING ELEVATIONS- EXISTING A111 FIRST FLOOR PLAN A112 SECOND FLOOR PLAN A141 ROOF PLAN A202 BUILDING ELEVATIONS A209 BUILDING EXTERIOR PERSPECTIVES A211 BUILDING SECTIONS BUILDING PLANS: WAREHOUSE ADDITION CS000 COVER SHEET A210 FLOOR PLAN LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION Da-D9-2DZD + LAMOSDAP€ARCHITECTS + � o� o B I — �p�a a�pRd =�.pp IL E; LL`a C o � ° =awes= 0� m paoWooa :yyo Lu Q. jlX uzie �wi> f• W t0 LL oswaw =$pdi zw' U) vU wp HRO! = yyws� N cw~3= Vi w �s�a, �yg NN vj~O rc~p > N 15TER�, 9 Rf6 D M. SATRE U OREGON -C� AE ARG�ti J Z J z W N C W Z G Ho W H w0 > W W (j)t7 0 W 0. O a N a 0. CL X IYY Cj) LuQ W �_ W 0 a < H 0 aivw z C5 U L N Reaiams # Dale D crptim G m m u € m a Y z S C o O a s u £ L1.0 \ \ Top of bank- Maple Island Slough o \ 0 r \ \ 100' BPA POWER \ INE EASEMENTnz o \ \ •h 20' BPA ACCESS ASEMENT Existing,parking r mains ® 0% X \ \SO• SO emove ree ( \ 20' BPA ACCESS (1) Maple 6" cal. ° \ ASEMENT (1)Maple 12;'c . o 1) Maple 16 al. (PIaple 1 cal. o (1) le 4. cal. 5 I �- I POAP OAF VAISO OAF ONFA ossa/// r�::��� r0110 II�►�r_�IIIIIIIX' FEN Richardson Sports - Office, Warehouse and Manufacturing Facility osmx'ro. nuooug ewz ane. „W'1' <mn 041..''' o \ „Man/e%anas/O�Bh �4 'gam Existing over, ea u 46" e"move tree (ty ) (3) Poplar 1 "cal clump (3) Poplar 2" ca. clump 3 Po lar 10" I. clum O P . P 0 1 HU Y - -m ent S� \ 11 Ja emove tree (typ) (1) Maple 10" cal. (1) Maple 14" cal. Existing loadii dock remains I I ml�x�tl I Existing pavements to be removed in area of new vehicle/ pedestrian improvements to "&"sjting parking remains - 4. ` i Remove tree (typ) (1) Katsura 5" cal. (7) Hornbeam 5" cal. Existing island curb remains_ © S I I 20' B A ACCESS I �' 0 I ASEMENT 4.� � Existin trees to be rem a ew ildint addition-s6ee so so L 2.1 Site Plan Exist nparking remain o .4n O 3 w Ss at r i yr d 5 m 0 W WW SS SU -0 O. W a POTENTIAL FUTURE PUBLIC ROAD- 60' RNV T M. 13 WELLHEAD PROTECTION AREAS MAP 0q. MR.,ny P""'Ueimne..;,. r'�„—�hsTt FEMA FLOOD INSURANCE RATE MAP PROJECT SITE Internanonal way \\ \\ CS .Z 1 Gdrne Farm Bio WATER QUALITY LIMITED RESOURCES MAP I• LEGEND • PROPERTY LINE (SUBJECT PROPERTY) PROPERTY LINE (ADJACENT LOTS) GOEXISTING TREE TO REMAIN EXISTING TREE TO BE REMOVED EXISTING CONDITIONS 1. Prepared by an Oregon licensed Architect, Landscape Architect, Civil Engineer or Surveyor • Plan prepared by licensed Landscape Architect. • Survey prepared by licensed professional Land Surveyor. 2. Vicinity Map • See sheet L1.0 for vicinity map. 3. The name, location and dimensions of all existing site features including buildings, curb cuts, trees, and impervious surface areas, clearlyindicating what is remaining and what is being removed. Forexisting structures to remain, also indicate present use, size, sebacks from property lines, and distance between buildings. • See plan this sheet 4. The name location dimensions direction of flow and to of bank of all watercourses and re uimd riparian P 9 P setback that are shown on the Water Quality Limited Watercourse Map on file in the Developments Services Department. • See plan for location and direction of the Maple Island Slough. S. The 100 -year floodplain and floodway boundaries on the site, as specified in the latest adopted FEMA Flood Insurance Rate Maps or FEMA approved Leter of Map Amendment or Letter of Map Revision. • Project Site is located in Zone A Areas determined to be inside 100 -year floodplain. 6. The Time of Travel Zones, as specified in SDC 3.3-200 and delineated on the Wellhead Protection Areas Map on file in the Development Services Department. • Project site is located in the 2 to 5 yew Time of Travel Zone. 7. Physical features including, but not limited to trees 5" in diameter or greater when measured 4 1/2 feel above the ground (stands of more than five (5) trees may be shown as a cluster with mix of trees species noted), riparian areas, wetlands and rode outcroppings. • See plan for location of all trees 5" or larger. Site contains no riparian areas, wetlands or rode outeroppings. SOILS SOILS ON SITE ARE AS FOLLOWS: • TAX LOT I7-03-15-40-00600- CHEHALIS SILTY CLAY LOAM (67%), NEWBERG FINE SANDY LOAM (19%), • MALABON SILTY CLAY LOAM (11%), NEWBERG LOAM (3%) LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 04-03-2020 I p j), I I ml�x�tl I Existing pavements to be removed in area of new vehicle/ pedestrian improvements to "&"sjting parking remains - 4. ` i Remove tree (typ) (1) Katsura 5" cal. (7) Hornbeam 5" cal. Existing island curb remains_ © S I I 20' B A ACCESS I �' 0 I ASEMENT 4.� � Existin trees to be rem a ew ildint addition-s6ee so so L 2.1 Site Plan Exist nparking remain o .4n O 3 w Ss at r i yr d 5 m 0 W WW SS SU -0 O. W a POTENTIAL FUTURE PUBLIC ROAD- 60' RNV T M. 13 WELLHEAD PROTECTION AREAS MAP 0q. MR.,ny P""'Ueimne..;,. r'�„—�hsTt FEMA FLOOD INSURANCE RATE MAP PROJECT SITE Internanonal way \\ \\ CS .Z 1 Gdrne Farm Bio WATER QUALITY LIMITED RESOURCES MAP I• LEGEND • PROPERTY LINE (SUBJECT PROPERTY) PROPERTY LINE (ADJACENT LOTS) GOEXISTING TREE TO REMAIN EXISTING TREE TO BE REMOVED EXISTING CONDITIONS 1. Prepared by an Oregon licensed Architect, Landscape Architect, Civil Engineer or Surveyor • Plan prepared by licensed Landscape Architect. • Survey prepared by licensed professional Land Surveyor. 2. Vicinity Map • See sheet L1.0 for vicinity map. 3. The name, location and dimensions of all existing site features including buildings, curb cuts, trees, and impervious surface areas, clearlyindicating what is remaining and what is being removed. Forexisting structures to remain, also indicate present use, size, sebacks from property lines, and distance between buildings. • See plan this sheet 4. The name location dimensions direction of flow and to of bank of all watercourses and re uimd riparian P 9 P setback that are shown on the Water Quality Limited Watercourse Map on file in the Developments Services Department. • See plan for location and direction of the Maple Island Slough. S. The 100 -year floodplain and floodway boundaries on the site, as specified in the latest adopted FEMA Flood Insurance Rate Maps or FEMA approved Leter of Map Amendment or Letter of Map Revision. • Project Site is located in Zone A Areas determined to be inside 100 -year floodplain. 6. The Time of Travel Zones, as specified in SDC 3.3-200 and delineated on the Wellhead Protection Areas Map on file in the Development Services Department. • Project site is located in the 2 to 5 yew Time of Travel Zone. 7. Physical features including, but not limited to trees 5" in diameter or greater when measured 4 1/2 feel above the ground (stands of more than five (5) trees may be shown as a cluster with mix of trees species noted), riparian areas, wetlands and rode outcroppings. • See plan for location of all trees 5" or larger. Site contains no riparian areas, wetlands or rode outeroppings. SOILS SOILS ON SITE ARE AS FOLLOWS: • TAX LOT I7-03-15-40-00600- CHEHALIS SILTY CLAY LOAM (67%), NEWBERG FINE SANDY LOAM (19%), • MALABON SILTY CLAY LOAM (11%), NEWBERG LOAM (3%) LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 04-03-2020 I p + LAt70SCAP€ARCHITECTS + I o� o e I — 9 v �pga � T I I ml�x�tl I Existing pavements to be removed in area of new vehicle/ pedestrian improvements to "&"sjting parking remains - 4. ` i Remove tree (typ) (1) Katsura 5" cal. (7) Hornbeam 5" cal. Existing island curb remains_ © S I I 20' B A ACCESS I �' 0 I ASEMENT 4.� � Existin trees to be rem a ew ildint addition-s6ee so so L 2.1 Site Plan Exist nparking remain o .4n O 3 w Ss at r i yr d 5 m 0 W WW SS SU -0 O. W a POTENTIAL FUTURE PUBLIC ROAD- 60' RNV T M. 13 WELLHEAD PROTECTION AREAS MAP 0q. MR.,ny P""'Ueimne..;,. r'�„—�hsTt FEMA FLOOD INSURANCE RATE MAP PROJECT SITE Internanonal way \\ \\ CS .Z 1 Gdrne Farm Bio WATER QUALITY LIMITED RESOURCES MAP I• LEGEND • PROPERTY LINE (SUBJECT PROPERTY) PROPERTY LINE (ADJACENT LOTS) GOEXISTING TREE TO REMAIN EXISTING TREE TO BE REMOVED EXISTING CONDITIONS 1. Prepared by an Oregon licensed Architect, Landscape Architect, Civil Engineer or Surveyor • Plan prepared by licensed Landscape Architect. • Survey prepared by licensed professional Land Surveyor. 2. Vicinity Map • See sheet L1.0 for vicinity map. 3. The name, location and dimensions of all existing site features including buildings, curb cuts, trees, and impervious surface areas, clearlyindicating what is remaining and what is being removed. Forexisting structures to remain, also indicate present use, size, sebacks from property lines, and distance between buildings. • See plan this sheet 4. The name location dimensions direction of flow and to of bank of all watercourses and re uimd riparian P 9 P setback that are shown on the Water Quality Limited Watercourse Map on file in the Developments Services Department. • See plan for location and direction of the Maple Island Slough. S. The 100 -year floodplain and floodway boundaries on the site, as specified in the latest adopted FEMA Flood Insurance Rate Maps or FEMA approved Leter of Map Amendment or Letter of Map Revision. • Project Site is located in Zone A Areas determined to be inside 100 -year floodplain. 6. The Time of Travel Zones, as specified in SDC 3.3-200 and delineated on the Wellhead Protection Areas Map on file in the Development Services Department. • Project site is located in the 2 to 5 yew Time of Travel Zone. 7. Physical features including, but not limited to trees 5" in diameter or greater when measured 4 1/2 feel above the ground (stands of more than five (5) trees may be shown as a cluster with mix of trees species noted), riparian areas, wetlands and rode outcroppings. • See plan for location of all trees 5" or larger. Site contains no riparian areas, wetlands or rode outeroppings. SOILS SOILS ON SITE ARE AS FOLLOWS: • TAX LOT I7-03-15-40-00600- CHEHALIS SILTY CLAY LOAM (67%), NEWBERG FINE SANDY LOAM (19%), • MALABON SILTY CLAY LOAM (11%), NEWBERG LOAM (3%) LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 04-03-2020 A + LAt70SCAP€ARCHITECTS + I o� o e I — �pga ap�arcg io$�LL`a 1 O v r r o�w C »pg€ser 0:of 0Uj c paoiygn IX jIX uzie pi> F- tL m LLFD oswa U) �� U V aj tt�ttN$ zrc6�3oW w. -.I p (7 N c>~3= � W t Co cu m �y�aw— i v EIX ffi�'ow� pv yrp0rcF N 33N N m a 15 TRJR� 4 9� D M. SATRE E- OREGON �W % AE ARG�ti Cl) ZJ H O ZJ z L y O 0 Z H o W Z WOJ LL OO o JZ L LL St W0 ax< 4-Z_ `W< I— Z W Cl)o~Z V J Z H X cnz V5 W 0 LL 0 N Reaisiers; # Date Desaptien k N w CO O N y m S � R a n r n` o` u o a LZO A \\ 0% \\ o °$ \ %*. oHo \ � V � �yl I ccccccccccccc - c c c c c c c c c c c c El C c c c c c c c c c c c c o 5 I I II I v. d See Enlargement - Sheet L-3.2 See Enlargement - Sheet L-3.1 I B°e 0 -tit I n° `I I I � I I I � I � I �O I— — ---- 5Da ce A Ss,,0 a—` 55 ss4 . w.4 ss — W d . �W---� W_ W '�Z-- \-" � -J, mlmljk� OWNE 33 AREA -3,7— .c NoSO � °14ORG,Caa i ED - ss S6 LEGEND SEE SHEETS L 3.1 AND L 3.2 FOR COMPLETE LEGEND SEE SHEETS L 3.1 AND L 3.2 FOR COMPLETE NOTES FS] i d . a. F W— FOW --------- f FQ i ° I I I I I I I I I I s� o VEHICLE PARKING I I I I I I I I I I ORia RATIO: OFFICE- 1 PER 300 S.F. 35,474 S.F.=119 SPACES I MANUFACTURING- 1 PER 500 S.F. 49,229 S.F.= 99 SPACES a o r LL`a O WAREHOUSE: 1 PER 1,000 S.F. 88,872 S.F.=89 SPACES Ouj�° i8woF TOTAL: 307 PARKING SPACES REPAIRED =ao'wogn Ix jlX PARKING PROVIDED: FRONT (SOUTH)47 SPACES m F- AJ LL — EAST (PARALLEL) 14 SPACES U zrc6�3sW REAR(NORTH) 64COMPACT � L fD N �w�dw—max 222 STANDARD yrorcrp � N u33Vi TOTAL: 347 SPACES PROVIDED .GIST, BICYCLE PARKING r RADM. 1 SPACE PER QD00 S.F. 173,375 S.F.=29 BICYCLE SPACES REQUIRED OREGON �W 8 COVERED (LONG TERM) 21 UNCOVERED (SHORT TERM) PROVIDED: 30 SPACES \ W w yow 8 COVERED AT EMPLOYEE ENTRANCE BL Ir Z W > ❑ w0J 18 UNCOVERED AT EMPLOYEE ENTRANCE a�Z 0 O<a 4 UNCOVERED AT VISITOR ENTRANCE \ I PARKING LANDSCAPE REQUIREMENT PARKING AREA: 84,002 S.F. J yW< _ a 10% LANDSCAPE AREA REQUIREMENT: 8,400 S.F. \ o~z I LANDSCAPE AREA PROVIDED: 7,914 S.F. U) C) Z OPEN SPACE REQUIREMENT �H_— �H_— LL TOTAL SITE: 14.08 AC. (813,758 S.F.) SCALE 1"= 50' - 0'• OPEN SPACE REQUIRED: 214,815 S.F. (35%) P 25 50' ' OPEN SPACE PROVIDED: 230,220 S.F. (37.5%) C # Dale D Orptim FS] i d . a. F W— FOW --------- f FQ i ° oor SD . --J_ 0 LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 04-03-20 I I I I I I I I I I s� o o I I I I I I I I I I ORia © I oor SD . --J_ 0 LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 04-03-20 R R 0 + LANDSCAPE ARCHITECTS + s� o � B d — ORia orcii rc�r_ >o$OROD a o r LL`a O ypg€sw Ouj�° i8woF c v =ao'wogn Ix jlX �zze wv m F- AJ LL oswaw `o��tt�ttN$ U zrc6�3sW U)ILI � L fD N �w�dw—max � yrorcrp � N u33Vi .GIST, r RADM. M. SATRE N OREGON �W (� J ZQ J z W w yow W BL Ir Z W > ❑ w0J > 0 a�Z 0 O<a C QaX< J yW< _ a o~z W W _< U) C) Z �H_— �H_— LL SCALE 1"= 50' - 0'• P 25 50' 100 R.Asi s # Dale D Orptim G � w G � o Y m S � � L3.0 R R 0 SD - 1114 RICHARDSON SPORTS HEADQUARTERS OWNER: R SPORTS PROPERTIES, LLC DOC. NO. 2012-014933 AREA = 613,758.4 SQ. FT. (14.090 ACRES) n p�asrl, a 14 p r leles o E.R l9 �TPa 1 paving Pedestrian concrete .° See Design Note 3 this sheet Saw cut asphalt/ concrete ................... RD FFE 432.5 ,. / Pedestrian concrete SD paving- 3' width 'QSD 13 FF d SD SD SD SD SD e e See Desi n Note 1 thiss e Des gn Note 2 - p this she t ,,, Signs remain o a \�c.P' - © SS SS All 1 I Concrete remains 4 Bike rack L5.0 + LANDSCAPE ARCHITECTS + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i OFFICE BUILDING ADDITION AND REMODEL - - W -street 9 - INCLUDES WHEEL STOP TO MEET W D COMPACT PARKING SPACE (ax 1 a) I O OUJ Clean and slurry coat existing c I DO asphalt to this line. Re -stripe 2 Enlar ement 41� - d� R. a a U CURB AND GUTTER NC parking spaces after slurry coat I II I / d' v E ffi�'ow� � ppv 2111°M88"E n.n' 8 VEGETATED STORMWATER TREATMENT AREA N cr+lM (SEE CIVIL PLANS) 4. _ d VMS o- 9'V ngprkin U-7'sstlace� sD Q o'" `a a A Ing site wall/ �\ (] ,z I aent to remain / \ paving Pedestrian concrete .° See Design Note 3 this sheet Saw cut asphalt/ concrete ................... RD FFE 432.5 ,. / Pedestrian concrete SD paving- 3' width 'QSD 13 FF d SD SD SD SD SD e e See Desi n Note 1 thiss e Des gn Note 2 - p this she t ,,, Signs remain o a \�c.P' - © SS SS All 1 I ENLARGEMENT SCALE: 1"=10'-0" \ \_Rain garden plants- see landscape plan Side slope plants Pedestrian concrete paving5 o 12" width L 5.1 '/(3- LEGEND + LANDSCAPE ARCHITECTS + WAREHOUSE BUILDING ADDITION Replace two (2) existing light fixtur OFFICE BUILDING ADDITION AND REMODEL - - W -street 9 - INCLUDES WHEEL STOP TO MEET W D COMPACT PARKING SPACE (ax 1 a) E TE L3]E.61' OUJ REQUIREMENTS OF SDC 3.240(8)(f). c ADA PARKING SPACE (9' x 1 a) oEDR'n RTRpN vuiSa Pus. Ik966.08' DO a _ d' W Q O p 8=18°18'89" U CURB AND GUTTER N Q 1V ENLARGEMENT SCALE: 1"=10'-0" \ \_Rain garden plants- see landscape plan Side slope plants Pedestrian concrete paving5 o 12" width L 5.1 '/(3- LEGEND + LANDSCAPE ARCHITECTS + WAREHOUSE BUILDING ADDITION Replace two (2) existing light fixtur OFFICE BUILDING ADDITION AND REMODEL - - PROPERTY LINE (SUBJECT PROPERTY) -street 9 - INCLUDES WHEEL STOP TO MEET with LED fixtures meeting City standards D COMPACT PARKING SPACE (ax 1 a) E TE L3]E.61' OUJ REQUIREMENTS OF SDC 3.240(8)(f). c ADA PARKING SPACE (9' x 1 a) oEDR'n RTRpN vuiSa Pus. Ik966.08' DO a _ d' REQUIREMENTS OF SDC 3.240(8)(f). Q O p 8=18°18'89" U CURB AND GUTTER N Q .'� CH[e v E ffi�'ow� � ppv 2111°M88"E n.n' � N IUII VEGETATED STORMWATER TREATMENT AREA N cr+lM (SEE CIVIL PLANS) 4. _ IRRIGATION SLEEVE - SIZE NOTED ON PLAN VMS o- 9'V OREGON �W sD a `a J (] W ~ SD W of 0 H z •- o w0 w0J >N ayz 0 1 D �Qaxe a a r� J Nw (L �_ 0JZ W W H H (15 0 z 4racic� k (typ.) A V o .0 2 total- 4 bikes Landscape Match existing ions-(tasphaltl concrete elevations-(typ.) (TC (BC 431.56) 32 34 Limito asphalt improvements Flush condition Transition asphalt See Design Note 3 elevation to flus condition° Q \ \ this sheet 5 Pedestrian paving Existing conbrete - remains Clean and slurry coat L 5.1 432.12 existing asphalt Lb32.29) 7 Tactile warning B. 4 Paving tiJ. ing L5.1 L 5.1 Similar I \ 6 Concrete jointin I V L 5.1 431.6 Listingcurb remains oB.,.Q / See Design Note 1 '- /// I SBO this sheet / Be N Design ote 3 is sheet 12ll ^i 431.63 431.9 / / a B I -1 431.3 431.9 3j. 09) Landscapee R <- 2% slope /. slope Flush condition Maintain existing 6" / curb height ' OR n- c` DESIGN NOTES DESIGN NOTE 1: REMOVE, PROTECT AND RESET EXISTING LIGHT BOLLARDS IN NEW LOCATIONS SHOWN. MATCH EXISTING BASE ATTACHEMENT METHOD. ADJUST CONDUIT ROUTING AS NECESSARY. DESIGN NOTE 2' PROTECT EXISTING FLAG POLE N PLACE. REMOVE, PROTECT AND RESET EXISTING FLOOD LIGHT IN CURRENT LOCATION. DESIGN NOTE 3: REMOVE EXISTING ASPHALT TO LIMITS SHOWN. REGRADE AREA TO CREATE FLUSH CONDITION AT TACTILE BORDER AND PROVIDE SMOOTH SLOPE TO MATCH EXISTING GRADE AT BOTTOM OF PARKING ISLAND CURB. FO Q j d 589°49' "E E 31.95' d.. d GROUNDWATER PROTECTION DURING CONSTRUCTION 1. THE FOLLOWING REGULATIONS MUST BE OBSERVED DURING CONSTRUCTION: • ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY AND CLEAN-UP MATERIALS DISPOSED OFF-SITE AND IN ACCORDANCE WITH LANE COUNTY AND DEQ REQUIREMENTS. IN EVERY CASE, CARE SHALL BETAKEN TO PREVENT GROUNDWATER CONTAMINATION. • CHEMICAL HANDLING STORAGE AND USE. CONTRATORS/DEVELOPERS SHALL BE RESPONSIBLE FOR SAFE HANDLING AND STORAGE OF CHEMICALS PETROLEUM PRODUCTS, AND FERTILIZERS AND THE PREVENTION OF GROUNDWATER AND STORM WATER RUNOFF CONTAMINATION. CHEMICALS USED DURING CONSTRUCTION, INCLUDING PAINT AND CLEANING MATERIALSAVASTES, MUST NOT ENTER THE SOIL OR BE WASHED INTO THE STORM WATER SYSTEM. ALL CHEMICALS SHOULD BE STORED IN ADEQUATE SECONDARY CONTAINMENT. • EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS SHALL BE TAKEN TO PREVENT FLU ID -CONTAIN NG EQUIPMENT LOCATED OUTSIDE FROM LEAKING, INCLUDING PROVIDING A DEDICATED AREA FOR FUELING AND MAINTENANCE OF EQUIPMENT. THIS AREA SHALL BE PREPARED AND MAINTAINED INA WAY THAT PREVENTS SPILLS OR LEAKS FROM MIGRATING TO THE SOIL OR STORM WATER DRAINAGE SYSTEM. • NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON THIS SITE. 2. WELLHEAD PROTECTION SIGNS SHALL BE PLACED AT THE SITE TEMPORARILY DURING CONSTRUCTION AND PERMANENTLY AT TRASHIRECYCLING ENCLOSURE AND ADJACENT TO THE SWALE(S). THE SIGNS ARE INTENDED TO ALERT CONTRACTORS, SUBCONTRACTORS, EMPLOYEES, TENANTS, AND OTHERS TO THE IMPORTANCE OF REPORTING AND CLEANING UP ANY SPILLS(SIGN STANDARD AVAILABLE). PLEASE CONTACT AMY CHINITZ (541-744-3745) TO PURCHASE SIGNS DIRECTLY FROM SUB. NOTE: ALL PARKING SPACES ARE 18' DEEP. WHEELSTOPS ARE REQUIRED AS FOLLOWS: 1. WHERE STALLS ARE ADJANCE TO A SIDEWALK 2. ADJACENT TO LOWGUYWIRES 3. ADJACENT TO A LANT BED LESS THAN T WIDE VEHICLE PARKING RATIO: OFFICE- 1 PER 300 S.F. 35,474 S.F.=119 SPACES MANUFACTURING- 1 PER 500 S.F. 49,229 S.F.=99 SPACES WAREHOUSE: 1 PER 1,000 S.F. 88,672 S.F.= 89 SPACES TOTAL: 307 PARKING SPACES REQUIRED PARKING PROVIDED: FRONT (SOUTH) 47 SPACES EAST (PARALLEL) 14 SPACES REAR(NORTH) 64COMPACT 222STANDARD TOTAL: 347 SPACES PROVIDED BICYCLE PARKING 1 SPACE PER 6,000 S.F. 173,375 S.F.=29 BICYCLE SPACES REQUIRED BCOVERED (LONG TERM) 21 UNCOVERED (SHORT TERM) PROVIDED: 30 SPACES 8 COVERED AT EMPLOYEE ENTRANCE 18 UNCOVERED AT EMPLOYEE ENTRANCE 4 UNCOVERED AT VISITOR ENTRANCE PARKING LANDSCAPE REQUIREMENT PARKING AREA: 64,002 S.F. 10% LANDSCAPE AREA REQUIREMENT: 6,400 S.F. LANDSCAPE AREA PROVIDED: 7,914 S.F. OPEN SPACE REQUIREMENT TOTAL SITE: 14.08 AC. (613,758 S.F.) OPEN SPACE REQUIRED: 214,815 S.F. (35%) OPEN SPACE PROVE SLEEVES ( 5%) 1. SLEEVES SHOWN ON DRAWING ARE TO BE INSTALLED AS FOLLOWS: • SLEEVES TO BESET 18" BELOW FINAL GRADE. • SLEEVES EXTEND 4" BEYOND ADJACENT PAVEMENT OR INSIDE FACE OF CURB. • OPEN ENDS ARE TO BE COVERED WITH DUCT TAPE • WOOD LOCATION STAKES (2X 2 RED TOP) ARE TO BE PLACED AT ALL SLEEVE LOCATIONS AT FACE OF WALKS AND CURBS. 2. ALL SLEEVES SHALL BE SCHEDULE 40 PVC. 3. SEE PLAN FOR SLEEVE SEE. 4. SLEEVE LAYOUT IS SCHEMATIC. VERIFY LOCATIONS AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLA ION OF ELECTRICAL AND IRRIGATION SYSTEM. CONSTRUCTION NOTES 1. THIS SHEET SHOWS EXISTING CONDITIONS TO REMAIN AND NEW SITE IMPROVEMENTS. 2. EXISTING CONDITIONS INFORMATION BASED ON SURVEY BY KPFF CONSULTING ENGINEERS 111 SW FIFTH AVE. SUITE 2600, PORTLAND, OREGON 97204, (503) 542-3860 3. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO EXECUTION OF ANY WORK. 4. OWNER'S REPRESENTATIVE SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY SITE REVIEWS. & THERE SHALL BE REQUIRED R EVI EWS BY OWNER'S REPRESENTATIVE PRIOR TO EXECUTION OF ANY WORK, INCLUDING AFTER STAKING & LAYOUT. PRIOR POURING CONCRETE, PRIOR TO BACKFILLING AND ROUGH GRADING. 6. PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED LANDSCAPE AREAS. 7. SEE DETAILS FOR INFORMATION ON CONSTRUCTION MATERIALS AND INSTALLATION METHODS. 8. PROVIDE EXPANSION JOINTS (EJ) AT INTERSECTIONS, CORNERS, OR WHERE CONCRETE SLABS MEET WALLS OR OTHER STRUCTURES. 9. PROVIDE CONSTRUCTION JOINTS (CJ) BETWEEN ALL POURS. 10. ALL CONCRETE PAVING JOINTS NOT LABELED OTHERWISE ARE CONTROL JOINTS SJ. 10. OMIT DOWELS AT EXPANSION JOINTS ABUTTING WALLS AND STRUCTURES. 11. ALL CONCRETE PAVING JOINTS SHALL BE EQUALLY SPACED BETWEEN SHOWN OR NOTED LIMITS AND SHALL BE AT 90° ANGLES TO EDGES OF PAVEMENT AND OTHER JOINTS UNLESS OTHERWISE INDICATED. 12 ALIGN CURB AND GUTTER JOINTS WITH CONCRETE PAVING JOINTS WHERE ADJACENT. 13. SEE BUILDING PLANS FOR FOR ADDITIONAL BUILDING INFORMATION. 14. SEE CIVIL PLANS FOR ADDITIONALCIVIL INFORMATION. LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 04-03-20 LEGEND + LANDSCAPE ARCHITECTS + WAREHOUSE BUILDING ADDITION I 6 d OFFICE BUILDING ADDITION AND REMODEL - - PROPERTY LINE (SUBJECT PROPERTY) PROPERTY LINE (ADJACENT LOTS) STANDARD PARKING SPACE (9'x'18') INCLUDES WHEEL STOP TO MEET REQUIREMENTS OF SDC 3.240(8)(1. COMPACT PARKING SPACE (ax 1 a) O INCLUDES WHEEL STOP TO MEET OUJ REQUIREMENTS OF SDC 3.240(8)(f). c ADA PARKING SPACE (9' x 1 a) Ix jIX INCLUDES WHEEL STOP TO MEET t0 REQUIREMENTS OF SDC 3.240(8)(f). Q O p CONCRETE PAVNG- PEDESTRIAN U CURB AND GUTTER N PLANT BEDS w v E ffi�'ow� � ppv LAWN � N IUII VEGETATED STORMWATER TREATMENT AREA N cr+lM (SEE CIVIL PLANS) 4. _ IRRIGATION SLEEVE - SIZE NOTED ON PLAN NOTE: ALL PARKING SPACES ARE 18' DEEP. WHEELSTOPS ARE REQUIRED AS FOLLOWS: 1. WHERE STALLS ARE ADJANCE TO A SIDEWALK 2. ADJACENT TO LOWGUYWIRES 3. ADJACENT TO A LANT BED LESS THAN T WIDE VEHICLE PARKING RATIO: OFFICE- 1 PER 300 S.F. 35,474 S.F.=119 SPACES MANUFACTURING- 1 PER 500 S.F. 49,229 S.F.=99 SPACES WAREHOUSE: 1 PER 1,000 S.F. 88,672 S.F.= 89 SPACES TOTAL: 307 PARKING SPACES REQUIRED PARKING PROVIDED: FRONT (SOUTH) 47 SPACES EAST (PARALLEL) 14 SPACES REAR(NORTH) 64COMPACT 222STANDARD TOTAL: 347 SPACES PROVIDED BICYCLE PARKING 1 SPACE PER 6,000 S.F. 173,375 S.F.=29 BICYCLE SPACES REQUIRED BCOVERED (LONG TERM) 21 UNCOVERED (SHORT TERM) PROVIDED: 30 SPACES 8 COVERED AT EMPLOYEE ENTRANCE 18 UNCOVERED AT EMPLOYEE ENTRANCE 4 UNCOVERED AT VISITOR ENTRANCE PARKING LANDSCAPE REQUIREMENT PARKING AREA: 64,002 S.F. 10% LANDSCAPE AREA REQUIREMENT: 6,400 S.F. LANDSCAPE AREA PROVIDED: 7,914 S.F. OPEN SPACE REQUIREMENT TOTAL SITE: 14.08 AC. (613,758 S.F.) OPEN SPACE REQUIRED: 214,815 S.F. (35%) OPEN SPACE PROVE SLEEVES ( 5%) 1. SLEEVES SHOWN ON DRAWING ARE TO BE INSTALLED AS FOLLOWS: • SLEEVES TO BESET 18" BELOW FINAL GRADE. • SLEEVES EXTEND 4" BEYOND ADJACENT PAVEMENT OR INSIDE FACE OF CURB. • OPEN ENDS ARE TO BE COVERED WITH DUCT TAPE • WOOD LOCATION STAKES (2X 2 RED TOP) ARE TO BE PLACED AT ALL SLEEVE LOCATIONS AT FACE OF WALKS AND CURBS. 2. ALL SLEEVES SHALL BE SCHEDULE 40 PVC. 3. SEE PLAN FOR SLEEVE SEE. 4. SLEEVE LAYOUT IS SCHEMATIC. VERIFY LOCATIONS AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLA ION OF ELECTRICAL AND IRRIGATION SYSTEM. CONSTRUCTION NOTES 1. THIS SHEET SHOWS EXISTING CONDITIONS TO REMAIN AND NEW SITE IMPROVEMENTS. 2. EXISTING CONDITIONS INFORMATION BASED ON SURVEY BY KPFF CONSULTING ENGINEERS 111 SW FIFTH AVE. SUITE 2600, PORTLAND, OREGON 97204, (503) 542-3860 3. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO EXECUTION OF ANY WORK. 4. OWNER'S REPRESENTATIVE SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY SITE REVIEWS. & THERE SHALL BE REQUIRED R EVI EWS BY OWNER'S REPRESENTATIVE PRIOR TO EXECUTION OF ANY WORK, INCLUDING AFTER STAKING & LAYOUT. PRIOR POURING CONCRETE, PRIOR TO BACKFILLING AND ROUGH GRADING. 6. PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED LANDSCAPE AREAS. 7. SEE DETAILS FOR INFORMATION ON CONSTRUCTION MATERIALS AND INSTALLATION METHODS. 8. PROVIDE EXPANSION JOINTS (EJ) AT INTERSECTIONS, CORNERS, OR WHERE CONCRETE SLABS MEET WALLS OR OTHER STRUCTURES. 9. PROVIDE CONSTRUCTION JOINTS (CJ) BETWEEN ALL POURS. 10. ALL CONCRETE PAVING JOINTS NOT LABELED OTHERWISE ARE CONTROL JOINTS SJ. 10. OMIT DOWELS AT EXPANSION JOINTS ABUTTING WALLS AND STRUCTURES. 11. ALL CONCRETE PAVING JOINTS SHALL BE EQUALLY SPACED BETWEEN SHOWN OR NOTED LIMITS AND SHALL BE AT 90° ANGLES TO EDGES OF PAVEMENT AND OTHER JOINTS UNLESS OTHERWISE INDICATED. 12 ALIGN CURB AND GUTTER JOINTS WITH CONCRETE PAVING JOINTS WHERE ADJACENT. 13. SEE BUILDING PLANS FOR FOR ADDITIONAL BUILDING INFORMATION. 14. SEE CIVIL PLANS FOR ADDITIONALCIVIL INFORMATION. LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 04-03-20 A + LANDSCAPE ARCHITECTS + o� o I 6 d - It; it: rc�r_ Oof ypg€sw OUJ c aaoiygn Ix jIX �zze ywt9 t0 oswaw Q O p U wpi>zw N cw F3= -Vi w v E ffi�'ow� � ppv yrorcra � N IUII N cr+lM `�HHiROX VMS E" 9'V OREGON �W F_ J J o W ~ W of 0 H z o w0 w0J >N ayz 0 1 0 a �Qaxe a a r� J Nw (L �_ 0JZ W W H H (15 0 z N � d LL N SCALE 0 15' w 60' R.Aid a # Dale D crpem G R � d C S L11 A \\ VEHICLE PARKING ENLARGEMENT SCALE:1"=201-0^ LEGEND RATIO: OFFICE- 1 PER 300 S.F.35,474 S.F.=119 SPACES \ MANUFACTURING -1 PER 500 S.F. 49,229 S.F.= 99 SPACES \ WAREHOUSE: 1 PER 1,000 S.F. 58,872 S.F.=89 SPACES -_ TOTAL: 307 PARKING SPACES REQUIRED Concrete ram P- See i ❑ ~r WAREHOUSE BUILDING ADDITION \ PARKING PROVIDED: FRONT (SOUTH) 47 SPACES S \ sa 48y, EAST (PARALLEL) 14 SPACES REAR (NORTH) ACT - - civil -' PfopOsed retaining walls, Stairs S OFFICE BUILDING ADDITION AND REMODEL F jNrr 222 STA STANDARD and railings- see building plans -` Ail TOTAL: 347 SPACES PROVIDED :' - PROPERTY LINE (SUBJECT PROPERTY) \ \ \ BICYCLE PARKING 1 SPACE PER 8,000 S.F. 173,375 S.F.=29 BICYCLE SPACES REQUIRED Bike Shelter 1 ❑ Repeatetl fire h,liant See CiAi - - PROPERTY LINE (ADJACENT LOTS) + LANDSCAPE ARCHITECTS + \ 8 COVERED (LONG TERM) - - �LaNa ❑ STANDARD PARKING SPACE (9' x 18') STOP 024 MEET \ \ 21 UNCOVERED (SHORT TERM) 6 racks 12 bi es Sn \ \ PROVIDED: 30 SPACES Tie to existing cut (Typicap REQUIREMINCLUDES ENTS OF SDC 3.EEL 0()(n. SCHIRMFR \ \ \� 12 COVERED AT EMPLOYEE ENTRANCE';-: AT 14 DT MPLOYEE NCE COMPACT PARKING SPACE (ax 18' \ 4 UNCOVERED VISITOR ENTRANCE 'co Slope O INCLUDES WHEEL STOP TO MEET SAIRF \ \ \ transition fo floor Slab REQUIREMENTS OF SDC 3.240(8)(f). \ \ PARKING LANDSCAPE REQUIREMENT PARKING AREA: 84,002 S.F. e Pede an concrete 3 a Denotes roof Landscape ADA PARKING SPACE (9' x 18') \ \ 10% LANDSCAPE AREA REQUIREMENT: 6,400 S.F. pawn Con INCLUDES WHEEL STOP TO MEET REQUIREMENTS OF SDC 3.240(8)(f). \ \ \ LANDSCAPE AREA PROVIDED: 7,914 S.F. cr e e - \ OPEN SPACE REQUIREMENT o E - _ jointin e \ \ \ 6 3,7 AC. (613,758 TOTAL SITE: 14.08 AC (813,7585 F) CONCRETE PAVING - PEDESTRIAN w \ \ ^kkere Duo OPEN SPACE REQUIRED' 214,815 S.F. (35%) OPEN SPACE PROVIDED: 230,220 S.F.(37.5%) - „ Employee patio o € ...ti \ \ \\ \ �H area - 7000C •� \ iOVOEaNNF, MAPLE 6NNGSLGGGM \z � CURB AND GUTTER \ \ \ ' � \ \ \ Reloc e light bol rds See EI ical //j///j/ PLANT BEDS a o r e o `o: « 7 j \ \ za_ME, ou*Eau \ \ - Blke rack RYP) 7total 14 bikes d //// i o O1 m , `° 0 9 N Km dam°y; Nike, �� \ Landscape d Q -: O� wgpoa€g o N° \ o \ _: 16 \ 4 TRENCH Q LAWN w =w m y ° \ \ DRAIN w 6o�aozw� \ O \I hL \\ \ \ \ 0 \ zO \ O R VEGETATED STORMWATER TREATMENT AREA w Q p E a -T \ \Ea Protect existing trench drain Existing paving remains (SEE CIVIL PLANS) y Y v a v mwta y F= \ Rem we bike rack IRRIGATION SLEEVE - SIZE NOTED ON PLAN ro m = : c wYrao"_°5 °H •� \ ® ��v E a oW� L W \ 13 12 p \ COVERED BIKE PARKING y p S IE \ \ \ Ka U 0 c€glad \ \ o \ \ NOTE: ALL PARKING SPACES ARE 18' DEEP. WHEELSTOPS ARE REQUIRED AS FOLLOWS: N a y q \ \ \ \ \ 1. WHERE STALLS ARE ADJANCE TO A SIDEWALK \ \ \ \ 2. ADJACENTTO LOW GUYWIRES� 3. ADJACENT TO A LANT BED LESS THAN T WIDE 1J 13 SLEEVES V4,• G Rt6SATRE 13 \ \ 1. SLEEVEEVESSHOVINTORE INSTALLED AS FOLLOWS: TO E ETDRAWING ARE SLEEVES TO BE SET 18" BELOW FINAL GRADE. BELOW '/� OREGON �. - I 'SLEEVES EXTEND 4. BEYON D ADJACENT PAVEMENT OR IN SIDE FACE OF CURB. - OPEN ENDS ARE TO BE COVERED WITH DUCT TAPE 0i \ WOOD LOCATION STAKES (2 X 2 RED TOP) ARE TO BE PLACED AT ALL SLEEVE '7 AT Al <� \ Tie to existing curb LOCATIONS AT FACE OF WALKS AND CURBS. L'>1" -- - - -------� \ (Typical) 5 °BO \ \ 2 ALL SLEEVES SHALL BE SCHEDULE 40 PVC. I100 existing spaCeS C O�x \ 3. SEE PLAN FOR SLEEVE SIZE. r rv. J \ C ° otic No. mozovav 13 12 to remain t0 \ C 4. SLEEVE LAYOUT IS SCHEMATIC. VERI FV LOCATIONS AND NOTIFY LANDSCAPE ARCHITECT 5o Tie to existing curb C C Guy Wires I I OF ANY DISCREPANCIES PRIOR TO INSTALLATION OF ELECTRICAL AND IRRIGATION SYSTEM. Tie to existing curb \ (Typical) `O C C C C C C C C C C C C (Typical) \ pe° s C 12 \ aC I 1a p ° C C aoAOG« E ALLA MENr CONSTRUCTION NOTES I r Curb&Gutter 7 I %, APILMO c c •Hu� Potenti future \ Pedestrian concrete Ramp detail 5 Typical L 5.0 L5.1 I \ ORu �„y,�, ��`J��� u 1. THIS SHEET SHOWS EXISTING CONDITIONS TO REMAIN AND NEW SITE IMPROVEMENTS. 2 Paving L5.1 / I 11 2 Ramp Detail \ D u 1 2 EXISTING CONDITIONS INFORMATION BASEDON SURVEY BY KPFF CONSULTING ENGINEERS r0 R / \ 111 SW FIFTH AVE. SUITE 2600, PORTLAND, OREGON 97204,(503)542-3860 L 5.1 O C C C C C C C C C C C C \ \ 3. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO EXECUTION OF ANY WORK N L I 1 V 12 s ° 13, 13 «npa c \ 7 Wheel Stop L 5.Ol Low guy wires \ 4. OWNER'S REPRESENTATIVE SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY SITE REVIEWS. Z J °° Z 13 c onipa C C C C C C C C C C C C ' 1z Accessible \'`I \ I & THERE SHALL BE REQUIRED REVIEWS BVOWMER'S REPRESENTATIVE PRIOR TO EXECUTION OF ANY WORK, INCLUDING AFTER STAKING &LAYOUT, PRIOR POURING LL W r _�w/� W C7 w W a L 5.1 stall striping s I CONCRETE, PRIOR TO BACKFILLING AND ROUGH GRADING. K O \ 5 Z O Painted cros s 4 Traffic striping I 3 Accessible \ \ 6. PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED LANDSCAPE AREAS. 7. SEE DETAILS FOR INFORMATION ON CONSTRUCTION MATERIALS AND INSTALLATION ` W O O w 1 Similar 5.1 stall sign METHODS. W 2 Ramp detail L5.1 ¢ \ & PROVIDE EXPANSION JOINTS(EJ)ATINTERSECTIONS, CORNERS, ORWHERECONCRETE \ / Z U) 0 a Z 5o Wheelsfo s 7 y�° SLASSMEETWALLS OR OTHER STRUCTURES. O E Z 0 Er b ¢ + l \ I mory plant l Pe frian // \ D PROVIDE CONSTRUCTION JOINTS (CJ) BETWEEN ALL POURS. N a ' C C C C C C C C C C C�(C C 12 1ape 8 \ concre paving L5.0 / ` 10. ALL CONCRETE PAVING JONTS NOT LABELED OTHERWISE ARE CONTROL JOINTS(SJ). E� A a a Q X � 11 SE'S Flush oo Von / ` \ 10. OMIT DOWELS AT EXPANSION JOINTS ABUTTING WALLS AND STRUCTURES. 11. ALL CONCRETE PAVING JOINTS SHALL BE EQUALLVSPACED BETWEEN SHOWN OR NOTED Li '^ W J ..Q eelsto \ 5.0 \ LIMITS.OTHER AND SHALL BEAT 901ANGLES TO EDGES OF PAVEMENT AND OTHER JOINTS UNLESS /� Z - me - - - - - - - -_ OTHERWISE INDICATED. Li Q EEE- Nimay.a.ac .EasMEx. cw.mauvam -� - 12. ALIGN CURB AND GUTTER JOINTS WITH CONCRETE PAVING JOINTS WHERE ADJACENT. Q 0 I LU LU J Painted crosswalks cfri car harging sta See Sit e drical plan Pedestrian 5 q0 s Pa in 13. SEE BUILDING PLANS FOR FOR ADDITIONAL BUILDING INFORMATION. W ,aA See Civil ed crosswalks 14. SEE CIVILPLANS FOR ADDITIONAL CIVIL INFORMATION. r r vI Z concrete paving L 51 See Civil c N � ;. G N TI GROUNDWATER PROTECTION ., Ramp Detail 1 .f DURING CONSTRUCTION SCALE VIE ' II 1 Ra up 4 Traffic striping 1 0' 15' 30' 60' 1. THE FOLLOWING REGULATIONS MUST BEOSSERVED DURING CONSTRUCTION: 4 Traffic striping• L5.1 Similar 50 Con ' - L5.1 Similar � u I / ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELYAND CLEAN-UP MATERIALS DISPOSED OFFSITE AND IN ACCORDANCE WITH LANE COUNTY AND DEQ Re�isima # Data Description ate ramp Concrete ramp- Enlargement 2\ REQUIREMENTS IN EVERY CASE, CARE SHALL BETAKEN TO PREVENT GROUNDWATER S civil - Er Ram doryn P See civil L 3.2 s Iop� I wa CONTAMINATION • CHEMICAL ERS BE ^ -� \ SIBLEFHANDLING, RSAF HANDLING AND RAGE ECHE CHEMICALS, PETROLEUM RESPONSIBLE FOR SAFE HANDLING AND STORAGE OF CHEMICALS, PETROLEUM PRODUCTS, AND FERTILIZERS AND THE PREVENTION OF GROUNDWATER AND STORM Z€ doTmis ng WATER RUNOFF CONTAMINATION. CHEMICALS USED DURING CONSTRUCTION, acesan 5 / I Tie to existing curb I (Typical) road I INCLUDING PAINT AND CLEANING MATERIALSWASTES, MUST NOT ENTER THE SOIL OR BE WASHED INTO THE STORM WATER SYSTEM. ALL CHEMICALS SHOULD BE STORED N con crefe paving L5.1 Retaining walls,sfairs and I Ramp up � I I ADEQUATE SECONDARY CONTAINMENT. railings -see building plans Warehouse buildingaddition I I Fut aexi • EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS SHALL BE TAKEN TO PREVENT FLUID-CONTAINING EQUIPMENT LOCATED OUTSIDE FROM LEAKING, INCLUDING „o See. building plans _ I I ®� I PROVIDING A DEDICATED AREA FOR FUELING AND MAINTENANCE OF EQUIPMENT. THIS AREA SHALL BE PREPARED AND MAINTAINED IN A WAV THAT PREVENTS SPILLS OR LEAKS FROM MIGRATING TO THE SOLDER STORM WATER DRAINAGE SYSTEM. i I • NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL SEUSEDON THIS SITE. e p 2. WELLHEAD PROTECTION SIGNS SHALL BE PLACED AT THE SITE TEMPORARILY DURING I CONSTRUCTION AND PERMANENTLY AT TRASHIRECYCLING ENCLOSURE AND ADJACENT TO g THE SWALE(S). THE SIGNS ARE INTENDED TO ALERT CONTRACTORS, SUBCONTRACTORS, I .. � EMPLOYEES TENANTS, AND OTHERS TO THE IMPORTANCE OF REPORTING AND CLEANING N I Existing loading dock ,l1 .. d I UP ANY SPILLS(SIGH STANDARD AVAILABLE). PLEASE CONTACTAMY CHINITZ N fo remain _ 3 ., II a (541-7443745) TO PURCHASE SIGNS DIRECTLY FROM SUB. ` m a m a = - .. Existing loading dock d -. 0 .o _ ��� °.a. todremain d a O LAND USE > m 'c Y rL d GMM I I :. GMIN 0 O C U p d REVIEW SET a s 0 m . d Wase • .aE�x. a r. 4 L J 1:: .-:: -.'_•• , a -:# QED I IN ..- rs° Z : �.. THIS DRAWING IS ° Receiving New drive up door R1 lO ee entrance Shipping PPIn9 I w a .!• NTRUC CONSTRUCTION L3.2 O i 04-03-20 Q w 19 30 Ing tree remains \(1 7) Ed Goucher Abelia �t Lei •(50) VMsley Pink Sunrose 4bell `9 I • -- a A�ee rrrt T��O 071)LDwarl'Winged Ed JZ1, O O,+aTnTOTO�:.-O-� .OiO�GiO�0i0i0ia010iOlOi0i0Ie�_9i0iei�-0J10 �SL7�! _ I _ o B - �r I 8e°53'Ca'A 2711' 4 O U G q, C C o SD SD SD ® Q _ d a 4 Od 4 174 SD ° � D SS' .� � �� . _ SD D O 3 55 - - _ qSD IS SS 4 as ��, 4 9 Iry (D-4 IL.\ W • VQ 55 4 55 cv ` W W W ® 4 W - W - W i.. AD � td: Common Name 1001ristenax 10regon Iris 4"pot plant12"o.c. y \4_ d 1245Juncus patens Spreading Rush 14" pot I plant l2"o.c. Colorado Spruce 6E' 1 Acer palmatum'Bloodgood' e 6'-8' L �T 0ZJ 0 Scarlet Oak 6'-8' Matched. evenlybranched �zze�pp�P M F- UJ to oswa ow. SHRUBS wpi> iw zwyy=S IY U) W N c>~3=tbb 34 Zwon Edward Goucher Abeha 5 gal. 32 Cistus'Benri White' Bennett's White Rock Rose al 15 22 Fothergilla gardenii Dwarf Fothergilla 5gal. I� 100 Helianthemum nummularium'Wsley Pink' WsleyPink Sunrose 5gal. SC�� 4 Viburnum davidii 0031 3 gal. F_ M HO PERENNIALS Z V) JZ J o WN 55 Lavandulaxintennedia'Niko' Phenomenal Lavender 12 8I 30 Sedum spectabile'Autumn Joy Autumn Joy Sedum G IN mN 4" pot p 0 Wa> d Z ow 5 W Q G 10 Miscanthus sinensis Maiden Grass 1 gal. p d J w 1230 Juncus patens Spreading Rush 4" pot : 1 cespitosa Tufted Hair Grass 4" pot P 15' 30' 1 ob # Dale Desorption Existing landscape 1301 Pachysandra term inalis Japanese Spurge to remain 240 Prunus laurocerasus'Mount Vernon' Mou nl Vernon English Laurel 1 gal. 40 RUbus calycinoides H 1 gal. I EXISTING IRRIGATION TO REMAIN WHERE FEASIBLE OUTSIDE OF CONSTRUCTION G Existing IandscapeE to remain 1 Q G PROPOSED 21N. MAINLINE ROUTE d F Y EXISTING 21N. MAINLINE RICHARDSON SPORTS HEADQUARTERS (INVESTIGATE CURRENT MAINLINE LOCATION � 4 S OWNER: R SPORTS PROPERTIES, LLC AND UTILIZE WHERE FEASIBLE) n L4.1 I DOC. NO. 2012-014933 AREA 613,758.4 SQ. Fr.(14.090 ACRES) 0 1 NOTE: OVERALL IRRIGATION SYSTEM TO BE 1 I INVESTIGATED WITH LANDSCAPE ARCHITECT. RETAIN EXISTING SYSTEM WHERE FUNCTIONAL AND FEASIBLE. EXISTING RA1N81RDCONTROLLER (ROUTE ALL PROPOSED WIRES FROM SOUTH PLAN IRRIGATIONeexe ®s -1 TO THIS CONTROLLER) to (30) Autumn Joy Sedum AT x H o" (1) Colorado Spruce I 55) Phenomenal Lavender 1 turfsrem sins ge and 5) Maiden Grass Existing landscape 1 1 1 s to remainm^ 3 Evergreens remain O .. r O Note: Existing rocks remain % � 22) Dwarf Fothergilla o � 1 I \ 130) Pachysandra (D Ing tree remains \(1 7) Ed Goucher Abelia �t Lei •(50) VMsley Pink Sunrose 4bell `9 I • -- a A�ee rrrt T��O 071)LDwarl'Winged Ed JZ1, O O,+aTnTOTO�:.-O-� .OiO�GiO�0i0i0ia010iOlOi0i0Ie�_9i0iei�-0J10 �SL7�! _ I _ o B - �r I 8e°53'Ca'A 2711' 4 O U G q, C C o SD SD SD ® Q _ d a 4 Od 4 174 SD ° � D SS' .� � �� . _ SD D O 3 55 - - _ qSD IS SS 4 as ��, 4 9 Iry (D-4 IL.\ W • VQ 55 4 55 cv ` W W W ® 4 W - W - W i.. AD � a td: Common Name 1001ristenax 10regon Iris 4"pot plant12"o.c. y \4_ d 1245Juncus patens Spreading Rush 14" pot I plant l2"o.c. Colorado Spruce 6E' 1 Acer palmatum'Bloodgood' e 6'-8' L 5 Quercus coccinea Scarlet Oak 6'-8' Matched. evenlybranched �zze�pp�P M F- UJ to oswa a td: Common Name 1001ristenax 10regon Iris 4"pot plant12"o.c. 1000Deschampsiacespitosa \4_ d 1245Juncus patens Spreading Rush 14" pot I plant l2"o.c. Colorado Spruce 6E' 1 Acer palmatum'Bloodgood' Bloodgcod Japanese Maple 6'-8' Evenlybranched TREESTAKES Of . z'x z'. s TREETIES Grvx SamgHor}pm.M PLANT SAUCER FanN' no SUBGRADE I IMPORTANT: Rod crmm to be a minimum of Vabove finish gmee. BACKFILL Fill haff"m and wder thoroughly before backfilling. TREE PEDESTAL Prepare subsoil to prevent settling 2x diameter m mml NOTE: REMOVE TREE TIES AT ONE YEAR WARRANTY. DECIDUOUS TREE PLANTING J SCALE: N.T.S. o, 0 i•� STO?l1uT%114TETTqA,i LIST 1. STORKIWATER PLANTS ARE ALSO INCLUDED IN THE MASTER PLANT LIST. 2 STORMWATER PLANTS INCLUDE BOTH PUBLIC AND PRIVATE STORMWATER AREAS ASSOCIATED 3. WITH THIS PROJECT. 4. PLANTING BASED UPON STORMWATER TREATMENT AREAS OF 1,245 SR 5. PLANTING SELECTION AND DENSITY FROM EDSPM APPENDIX 68 APPROVED VEGETATION LIST. LEGEND PROPOSEDSHRUBS, AND GRASSESAND PERENNIALS 0 EXISTING DECIDUOUS TREE TO RB.AAIN LAIAN GROUNDCOVER STORMWATER PLANTING LANDSCAPE CALCULATION - OVERALL PARKING LANDSCAPE REQUIREMENT PARKING AREA: 64,002 S.F. 10% LANDSCAPE AREA REQUIREMENT: 6,400 S.F. LANDSCAPE AREA PROVIDED: 7,914 S.F. PARKING AREA: 64,002 S.F. 10% LANDSCAPE AREA REQUIREMENT: 6,400 S.F. 1 TREE (2") and 4 SHRUBS (5 gal.) REQUIRED PER 100 S.F. REQUIRED LANDSCAPE AREA 6l 100=64 TREES AND 256 SHRUBS REQUIRED LAWN OR GROUNDCOVER MAY BE SUBSTITUTED, UNLESS REQUIRED FOR SCREENING. IRRIGATION NOTES 1. IRRIGATION SYSTEM TO BE INSTALLED IN ALL PLANT BED AREAS 2. IRRIGATION SYSTEM TO BE AUTOMATIC ELECTRIC SOLENOID CONTROLLED UNDERGROUND SPRINKLER SVSTEMWITH PVC PIPE AND FITTINGS, BACKFLOW PREVENTION DEVICE, AUTOMATIC CONTROLLER (IRRITROL, RAINBIRD OR APPROVED), ELECTRIC REMOTE CONTROL VALVES (RAINBIRD PEB-PRS SERIES OR APPROVED), WITH POP-UP SPRAY SPRINKLERS (RAINBIRD 1800 SERIES OR APPROVED). ALL VALVES TO BE LOCATED IN UNDERGROUND VALVE BOX (CARSON OR APPROVED). AUTOMATIC CONTROLLER TO BE LOCATED IN WEATHER PROOF LOCATION. PLANTING NOTES 1. NO SUBSTITUTIONS ALLOWED WITHOUT PRIOR APPROVAL FROM LANDSCAPE ARCHITECT. 2. MAKE MINOR ADJUSTMENTS IN TREE SPACING AS NECESSARY TO ACCOMMODATE THE IRRIGATION SYSTEM AS INSTALLED. 3. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPENCIES IN THE LAYOUT OF WORK PRIOR TO THE EXECUTION OF THE WORK. °I11 Y L 0 4. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXECUTION OF WORK. REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE AND IN A MANN ER APPROVED BY THE GENERAL CONTRACTOR. ;,� RAINGARDEN -SOUTH (based on facility size to high water line:1245 sf) Common Name 1001ristenax 10regon Iris 4"pot plant12"o.c. 1000Deschampsiacespitosa Tufted Hair Grass 14" pot I plant l2"oc. 1245Juncus patens Spreading Rush 14" pot I plant l2"o.c. STORMWATER PLANTING JUSTIFICATION RAINGARDEN - SOUTH (Eugene Stormwater Manual Al D-6) based on a facility area of 1245 at to high water line : zone a facilityarea of 1100 from high water line to facilityedge'. mule b Plant Category I Minimum required Actual Count Grou n drove r Zone A 1245 Groundcover Zone B 1100 SEED MIX - LAWN 1245 1100 Seed Mix Supplier Amount Application Rate Common Name Size PT301 Water Smarter Pro Time Lawn Seed 80 Es. 17- 10 Es. per 1,000 sf www.protimelawriseed.com Phone: 503329-7518 �o 1 Picea pungens S. PROTECT TRUNKS, LIMBS AND ROOT ZONES OF EXISTING TREES TO REMAIN FROM ABRASION AND COMPACTION. DO NOT CUT LIMBS OR ROOTS LARGER THAN 3" IN DIAMETER WITHOUT PRIOR APPROVAL OF ROOTS LARGER THAN 3" IN DIAMETER WITHOUT PRIOR APPROVAL OF LANDSCAPE ARCHITECT. 6. TREES AND SHRUBS PLANTED TOO DEEPLY WILL NOT BE ACCEPTED. SEE TREE PLANTING DETAIL. 7. CLEANLY SAW OUT TREE ROOTS 1 FOOT FROM FACE OF NEW IMPROVEMENTS, WHERE TREES OR PLANT MATERIAL ABUT NEW BUILDINGS, STRUCTURES, CURBS, WALKS OR PAVEMENT. 8. AT LEAST THREE (T) FEET OF CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF ALL FIRE HYDRANTS AND FIRE DEPARTMENT CONNECTIONS IN ACCORDANCE WITH SFC 508.5.5 AND 912.3 PLANT LIST - SOUTH Qty. Botanical Name Common Name Size Comments TREES �o 1 Picea pungens Colorado Spruce 6E' 1 Acer palmatum'Bloodgood' Bloodgcod Japanese Maple 6'-8' Evenlybranched 5 Quercus coccinea Scarlet Oak 6'-8' Matched. evenlybranched �zze�pp�P M F- UJ to oswa SHRUBS wpi> iw zwyy=S IY U) W N c>~3=tbb 34 Abelia grandiflora'Edward Goucher' Edward Goucher Abeha 5 gal. 32 Cistus'Benri White' Bennett's White Rock Rose 5 gal. 15 22 Fothergilla gardenii Dwarf Fothergilla 5gal. r'VMSATREF 'J'V 100 Helianthemum nummularium'Wsley Pink' WsleyPink Sunrose 5gal. SC�� 4 Viburnum davidii David Viburnum 3 gal. F_ M HO PERENNIALS Z V) JZ J o WN 55 Lavandulaxintennedia'Niko' Phenomenal Lavender 1 gal. 30 Sedum spectabile'Autumn Joy Autumn Joy Sedum 1 gal. 117 Iris tenax Oregon Iris 4" pot p 0 Wa> d Z GRASSES 5 W Q G 10 Miscanthus sinensis Maiden Grass 1 gal. p d J w 1230 Juncus patens Spreading Rush 4" pot 1000Deschampsia cespitosa Tufted Hair Grass 4" pot P 15' 30' 6D' Reaisi. # Dale Desorption GROUNDCOVER 1301 Pachysandra term inalis Japanese Spurge 1 gal. 240 Prunus laurocerasus'Mount Vernon' Mou nl Vernon English Laurel 1 gal. 40 RUbus calycinoides Creeping Bramble 1 gal. LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 04-03-20 01I I + LANDSCAPE ARCHITECTS + o� o I e d — �o ti aorc Ei rc.wjr_ o�wz'�m o LID be y222€sw 0 COad0 0 Lot aso=yoa Uj �. d �zze�pp�P M F- UJ to oswa to .-y N wpi> iw zwyy=S IY U) W N c>~3=tbb Lu L W N �w�dw —Zx g E ��sjow� ��Fzpab 5i u33�i Lot CO cr+1a 15 4 r'VMSATREF 'J'V OREGON �W SC�� AR��ti F_ M HO Z V) JZ J o WN w 5 Z W O J LU d ozZ p 0 Wa> d Z axe 5 W Q G Z O � LU Q p d J w J N V Z �a ao L6 IL N SCALE 1"= 319' P 15' 30' 6D' Reaisi. # Dale Desorption G w Q G o ed d F Y a � 4 S n L4.1 01I I 3 Oil Oho\ \ \ I \ \ Existing landscape to remain \ O — Existing trees �\ \ Mulch beneath exlsling tree * o.A.AaEa EAEEMED rR e.p«.NJ.3gp5-0]3Wa Lawn _ Lawry dawn 147) Dwarf Winged Euonymus Phenomenal Lavender I + I G;3 r I Existing landscape to remain I I LER 5� 4, David Viburnum 4o Ing landscape to remain Vernon Laurel �(1) Scarlet O� (20) Mount Vernon Law I Vernon Laurel (35) Mount Vernon Laurel / \ \ / (2) Scarlet Oak Mount Vernon Laurel Katsura (20) Mount Vernon Laurel (1) Scarlet Oak o Begin shrub hedge 3from curb � o ....................................... Phenomenal Lavender Lawn (12) Phenomenal Lavender 48) Dwarf Winged Euonymus Lawn X26) David Viburnum C I CI CI \ C C (18) Phenomenal Lavender 7) Bennett's White Roc Ro a (35) Mount Vernon Laurel \ (15) JO \ Q Scarlet Oak 5'I OS+ Dwarf Winged Euonymus 94 rl (29) Bennett's White Rock Rose _ Phenomenal Lavender O) Mount Vernon Laurel (3) Autumn Blaze Maple 11) Phenomenal 1. IRRIGATION SYSTEM TO BE INSTALLED IN ALL PLANT BED AREAS. 2 IRRIGATION SYSTEM TO BE AUTOMATIC ELECTRIC SOLENOID CONTROLLED UNDERGROUND SPRINKLER SYSTEMWITH PVC PIPE AND FITTINGS, BACKFLOW PREVENTION DEVICE, AUTOMATIC CONTROLLER (IRRITROL, RAINBIRD OR APPROVED), ELECTRIC REMOTE CONTROL VALVES (RAINBIRD PEB-PRS SERIES OR APPROVED), WITH POP-UP SPRAY SPRINKLERS (RAINBIRD 1800 SERIES OR APPROVED). ALL VALVES TO BE LOCATED IN UNDERGROUND VALVE BOX (CARSON OR APPROVED). AUTOMATIC CONTROLLER TO BE LOCATED IN WEATHER PROOF LOCATION. F"U" ii 711 e� TREESTAKES oF.z'xz'xd TREETIES Graz Sdai,ir[oappro-d PLANT SAUCER For3' 111 UNDISNRBED OR OJMPACTEDSUBGRADE MULCH IMPORTANT: Root crown to be a minimum ofP'abwe finish gMe. B CKFILL FIIh Iander Ih m,hI, bebrc bad111ing. TREE PEDESTAL Prcpxe.-fl oo pe en stlrling 2x diameter NOTE: of ra°LI REMOVE TREE TIES AT ONE YEAR WARRANTY. DECIDUOUS TREE PLANTING 0 SCALE: N.T.S. L1 Storm water planting North \ 105 Oregon Iris 0 Tufted Hair Grass- Zone B 5000 Spreading Rush- Zone A Last AN UP.A.rowER LINE EA:EMENT \ .mpr.prraop HUNIIIII \ Lawn ` OW OH��` s White Rock Rose Phenomenal Lavender �3 Autumn Gold Ginkgo/ (25) Mount Vernon Lai L�(1/ (1)Autumn Blaze 4 (1) Autumn Blaze Maple 7. (23) Mount Vernon Laur plan for limit I OU Phenomenal Lavender C C C�ZrrC C C C C C C C Oregon Iris (1) Scarlet Oak II 300 sc 3) Vine Maple (20) Mount Vernon Laurel 1plant l2"o. c. 5000Juncus patens Future Driveway (35) Mount Vernon Laurel Existing landscape to remain Existing landscape to remain Y 0) Pachysandra C C C C C C C C C C C C 2" cal C C C C C C C C C C C C 17) Mount Airy FcthergIa °U 14) English Yew 15 gal I° 7) Sword Fern (2) Scarlet Oak N u33Vi 41) Compact Green Island Holly (20) Mount Vernon Laurel 0 Cislus Bennett's While' Bennett's Wnite Rack Rase 5 gal. r IJt(6ATAE (1) Scarlet Oak Euonym us alatus'Compactus' Dwarf Winged Euonymus 5gal. OREGON �W I C C C C C C C C C C C C C dawn 147) Dwarf Winged Euonymus Phenomenal Lavender I + I G;3 r I Existing landscape to remain I I LER 5� 4, David Viburnum 4o Ing landscape to remain Vernon Laurel �(1) Scarlet O� (20) Mount Vernon Law I Vernon Laurel (35) Mount Vernon Laurel / \ \ / (2) Scarlet Oak Mount Vernon Laurel Katsura (20) Mount Vernon Laurel (1) Scarlet Oak o Begin shrub hedge 3from curb � o ....................................... Phenomenal Lavender Lawn (12) Phenomenal Lavender 48) Dwarf Winged Euonymus Lawn X26) David Viburnum C I CI CI \ C C (18) Phenomenal Lavender 7) Bennett's White Roc Ro a (35) Mount Vernon Laurel \ (15) JO \ Q Scarlet Oak 5'I OS+ Dwarf Winged Euonymus 94 rl (29) Bennett's White Rock Rose _ Phenomenal Lavender O) Mount Vernon Laurel (3) Autumn Blaze Maple 11) Phenomenal 1. IRRIGATION SYSTEM TO BE INSTALLED IN ALL PLANT BED AREAS. 2 IRRIGATION SYSTEM TO BE AUTOMATIC ELECTRIC SOLENOID CONTROLLED UNDERGROUND SPRINKLER SYSTEMWITH PVC PIPE AND FITTINGS, BACKFLOW PREVENTION DEVICE, AUTOMATIC CONTROLLER (IRRITROL, RAINBIRD OR APPROVED), ELECTRIC REMOTE CONTROL VALVES (RAINBIRD PEB-PRS SERIES OR APPROVED), WITH POP-UP SPRAY SPRINKLERS (RAINBIRD 1800 SERIES OR APPROVED). ALL VALVES TO BE LOCATED IN UNDERGROUND VALVE BOX (CARSON OR APPROVED). AUTOMATIC CONTROLLER TO BE LOCATED IN WEATHER PROOF LOCATION. F"U" ii 711 e� TREESTAKES oF.z'xz'xd TREETIES Graz Sdai,ir[oappro-d PLANT SAUCER For3' 111 UNDISNRBED OR OJMPACTEDSUBGRADE MULCH IMPORTANT: Root crown to be a minimum ofP'abwe finish gMe. B CKFILL FIIh Iander Ih m,hI, bebrc bad111ing. TREE PEDESTAL Prcpxe.-fl oo pe en stlrling 2x diameter NOTE: of ra°LI REMOVE TREE TIES AT ONE YEAR WARRANTY. DECIDUOUS TREE PLANTING 0 SCALE: N.T.S. L1 Storm water planting North \ 105 Oregon Iris 0 Tufted Hair Grass- Zone B 5000 Spreading Rush- Zone A Last AN UP.A.rowER LINE EA:EMENT \ .mpr.prraop HUNIIIII \ Lawn ` OW OH��` s White Rock Rose Phenomenal Lavender �3 Autumn Gold Ginkgo/ (25) Mount Vernon Lai L�(1/ (1)Autumn Blaze 4 (1) Autumn Blaze Maple 7. (23) Mount Vernon Laur plan for limit I OU Phenomenal Lavender / 1 1 105 \ Oregon Iris Seed all disturbed areas II 300 (1) Autumn//ByJlaze Maple 3) Vine Maple 14'' pot 1plant l2"o. c. 5000Juncus patens Future Driveway 4"polplantl2"o.c. Existing landscape to remain Existing landscape to remain Y 0) Pachysandra a Matched, evenly branched Mount Vernon Laurel Ginkgo biloba'Autumn Gold' Autumn Gold Ginkgo 2" cal 200) Pachysandra 11 Quercus ococinea Scarlet Oak 10) Sweet Box 17) Mount Airy FcthergIa °U 14) English Yew 15 gal I° 7) Sword Fern sQ N u33Vi 41) Compact Green Island Holly °�� 0 Cislus Bennett's While' Bennett's Wnite Rack Rase ® II yGUARDRAIL � RAINGARDEN -NORTH (based on facility size to high water line: 1230 sf) based on a facility area Of 5000 sf to high water line :zone a a 105 Iris tenax Oregon Iris 4" pot 1plant 12"0. c. 300 I Descham psia cespitosa 3) Vine Maple 14'' pot 1plant l2"o. c. 5000Juncus patens , 4"polplantl2"o.c. 2" cal Matched, evenly branched 1 Cornus nuttallii Pacific Dogwood a Matched, evenly branched 3 Ginkgo biloba'Autumn Gold' Autumn Gold Ginkgo 2" cal Matched, evenly branched 11 Quercus ococinea Scarlet Oak 6'-8' 17) Mount Airy FcthergIa °U Stewartia pseudocamellia Stewartia 15 gal Matched, evenly branched yrorcrp N u33Vi SHRUBS °�� 51 Cislus Bennett's While' Bennett's Wnite Rack Rase 5 gal. r IJt(6ATAE 126 Euonym us alatus'Compactus' Dwarf Winged Euonymus 5gal. OREGON �W 17 a 3gal. AR�� 54 Ilex crenata'Green Island' Green Island Holly 3 gal. 398 Prunus laurocerasus'Mount Vernon' Mount Vernon English Laurel 3gal. r 94 Sarcococca ruscifolia Sweet Box 3 gal. 14 Tai baccata English Yew 5 gal. N CO 164 Viburnum daNdii David Viburnum 3 gal. ❑w W WIY J w U) FERNS oZz O 42 Polystichum munitum Sword Fern 1 gal. 0.Z_ yW� J PERENNIALS Z INH 79 Lavandula xinlerm edia'Niko' Phenomenal Lavender A 0 w V 165 Iris tenax Oregon Iris 4" pot SCALE 1"= 30' - 0" Dyee entrance GRASSES I Recisions 5000 g 4" pot plant l2"oc. 3001 Descham ps is ces prose Tufted Hair Grass 4" pot plant l2"o. c. STORMWATER PLANT LIST 1. STORMWATER PLANTS ARE ALSO INCLUDED IN THE MASTER PLANT UST. 2. STORMWATER PLANTS INCLUDE BOTH PUBLIC AND PRIVATE STORMWATER AREAS ASSOCIATED 3. WITH THIS PROJECT. 4. PLANTING BASED UPON STORMWATER TREATMENT AREAS OF 5,000 SR 5. PLANTING SELECTION AND DENSITY FROM EDSPM APPENDIX 68 APPROVED VEGETATION LIST. RAINGARDEN -NORTH (based on facility size to high water line: 1230 sf) based on a facility area Of 5000 sf to high water line :zone a facility area cf 405 sf from high water line to facility edgezone b 105 Iris tenax Oregon Iris 4" pot 1plant 12"0. c. 300 I Descham psia cespitosa TuHed Hair Grass 14'' pot 1plant l2"o. c. 5000Juncus patens Spreading Rush 4"polplantl2"o.c. 2" cal STORMWATER PLANTING JUSTIFICATION RAINGARDEN - NORTH (Eugene Stormwater Manual Appx D-6) based on a facility area Of 5000 sf to high water line :zone a facility area cf 405 sf from high water line to facility edgezone b Comments Plant Category Minimum required Actual Count Groundcover Zone A Groundcover Zone B LEGEND PROPOSEDSHRUBS. AND GRASSESAND PERENNIALS EXISTING DECIDUOUS TREE TO REMAIN IAM GROUNDCOVER ElmSTORMWATER PLANTING LANDSCAPE CALCULATION - OVERALL PARKING LANDSCAPE REQUIREMENT PARKING AREA: 64,002 S.F. 10% LANDSCAPE AREA REQUIREMENT: 6,400 S.F. LANDSCAPE AREA PROVIDED: 7,914 S.F. PARKING AREA: 64,002 S.F. 10% LANDSCAPE AREA REQUIREMENT: 6,400 S.F. 1 TREE (7') and 4 SHRUBS (5 gal.) REQUIRED PER 100 S.F. REQUIRED LANDSCAPE AREA 6,400/ 100= 64 TREES AND 256 SHRUBS REQUIRED LAWN OR GROUNDCOVER MAY BE SUBSTITUTED, UNLESS REQUIRED FOR SCREENING. PLANTING NOTES 1. NO SUBSTITUTIONS ALLOWED WITHOUT PRIOR APPROVAL FROM LANDSCAPE ARCHITECT. 2. MAKE MINOR ADJUSTMENTS N TREE SPACING AS NECESSARY TO ACCOMMODATE THE IRRIGATION SYSTEM AS INSTALLED. 3.NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPEICIES IN THE LAYOUT OF WORK PRIOR TO THE EXECUTION OF THE WORK. 4. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXECUTION OF WORK REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE AND IN A MANNER APPROVED BY THE GENERAL CONTRACTOR. S. PROTECT TRUNKS, LIMBS AND ROOT ZONES OF EXISTING TREES TO REMAIN FROM ABRASION AND COMPACTION. DO NOT CUT LIMBS OR ROOTS LARGER THAN 3" IN DIAMETER WITHOUT PRIOR APPROVAL OF ROOTS LARGER THAN 3" IN DIAMETER WITHOUT PRIOR APPROVAL OF LANDSCAPE ARCHITECT. 6. TREES AND SHRUBS PLANTED TOO DEEPLY WILL NOT BE ACCEPTED. SEE TREE PLANTING DETAIL. 7. CLEANLY SAWCUT TREE ROOTS I FOOT FROM FACE OF NEW IMPROVEMENTS, WHERE TREES OR PLANT MATERIAL ABUT NEW BUILDINGS, STRUCTURES, CURBS, WALKS OR PAVEMENT. 8. AT LEAST THREE (T) FEET OF CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF ALL FIRE HYDRANTS AND FIRE DEPARTMENT CONNECTIONS IN ACCORDANCE WITH SFC 508.5.5 AND 9123 PLANT LIST - NORTH qty. Botanical Name Common Name Size Comments TREES 80 lbs. 7 - 10 be per 1,000 st www. orotimelawnseed.com 3 Acer circinatum Vme Maple 15 gal Matched, evenly branched 7 Acerxfreemanii'Jeffsred' Autumn Blaze Maple 2" cal Matched, evenly branched 4 Cercidiphyllum japonicum Katsura 2" cal Matched, evenly branched 1 Cornus nuttallii Pacific Dogwood 2" cal Matched, evenly branched 3 Ginkgo biloba'Autumn Gold' Autumn Gold Ginkgo 2" cal Matched, evenly branched 11 Quercus ococinea Scarlet Oak 6'-8' Matched, evenlybranched 1 Stewartia pseudocamellia Stewartia 15 gal Matched, evenly branched yrorcrp N u33Vi SHRUBS °�� 51 Cislus Bennett's While' Bennett's Wnite Rack Rase 5 gal. r IJt(6ATAE 126 Euonym us alatus'Compactus' Dwarf Winged Euonymus 5gal. OREGON �W 17 Fothergillia major'Mount Airy Mount Any Fothergillia 3gal. AR�� 54 Ilex crenata'Green Island' Green Island Holly 3 gal. 398 Prunus laurocerasus'Mount Vernon' Mount Vernon English Laurel 3gal. r 94 Sarcococca ruscifolia Sweet Box 3 gal. 14 Tai baccata English Yew 5 gal. N CO 164 Viburnum daNdii David Viburnum 3 gal. ❑w W W0 J w U) FERNS oZz O 42 Polystichum munitum Sword Fern 1 gal. 0.Z_ yW� J PERENNIALS Z INH 79 Lavandula xinlerm edia'Niko' Phenomenal Lavender 1 gal. w V 165 Iris tenax Oregon Iris 4" pot SCALE 1"= 30' - 0" GRASSES 6D' Recisions 5000 Juncus patens Spreading Rush 4" pot plant l2"oc. 3001 Descham ps is ces prose Tufted Hair Grass 4" pot plant l2"o. c. GROUNDCOVER 560 Pachysandra terminallis Pachysandra 4" pot SEED MIX - LAWN Seed Mix Supplier jAmount Application Rate + LANDSCAPE ARCHITECTS + I I I PT 301 Water Smarter Pro Time Lawn Seed 80 lbs. 7 - 10 be per 1,000 st www. orotimelawnseed.com Phone. 503-329-7518 pid LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 04-03-20 + LANDSCAPE ARCHITECTS + I I I GG �$it:a pid oc,�.�€sw Q L° Q v cCa pao'wogn Ix n N m F'UJLL oswaw Z' W U zrc6i3 rc i OR w 2MSIl=u- yrorcrp N u33Vi N Do 0.3 °�� 4�IVDM. r IJt(6ATAE F OREGON �W SC�� ti AR�� r �O r ~ Z Z J o W E N CO 5 of w O QZ ❑w W W0 J w U) a oZz O K W aWa> 0.Z_ yW� J r >.ZO Z INH QLU S J_ of J w V V+ a0 LL- LL N SCALE 1"= 30' - 0" 0' 15' 30' 6D' Recisions # Date D mpticn al Go Go Go d w o m c Z 8 � ° L4.2 F THICKENED CONCRETE @ BIKE SHELTER SEE DETAIL THIS SHEET EDGE OF SHELTER FLOOR SLAB 2'-0" TYP. %\ 4'-0", TYP. METAL SUPPORT POST BIKE SHELTER- PLAN VIEW SCALE: N.T.S. CONTROL JOINTS EQUALLY SPACED M 13" TYP. LINE OF ROOF 2-011. TYP. L -BIKE RACK- 6 TOTAL (12 BIKES) — — — — — CONCRETE FLOOR SLAB - SEE GRADING PLAN FOR ELEVA ION 12'-0" CAST IN PLACE CONCRETE MINIMUM 3000 ,o�0000000000000 n n n n n 2A VERIFY w mw <V > 00000000000000 n n n n n n BIKE SHELTER BASE VELODOME SHELTERS, 888.995.8090, www.velodomeshelters.com • RIDGEFIELD SINGLE- TWO UNITS ABUTTING • COLOR TO BE APPROVED BY OWNER SECOND SHELTER CONTINUES BIKE SHELTER- ELEVATION L SCALE: N.T.S. —IONS tmeddgedesigns.cm E-4 'GROVE ACK 2 APPROVED LOCK NG ETE 6" 1"BATTER 0 SIR 21-1 OF ME SI 1" I:1.1 IY EET CONCRETE PAVING, TYP.(WHERE OCCURS) FINISH GRADE 8 X #3 SLIP DOWEL Q 24" O.C. AND T FROM EACH END AIC PAVING MINIMUM 4" OF 3/4" MINUS COMPACTED CRUSHED QUARRY ROCK COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRY DEN SITY AS DETERMINED BY AASHTO METHOD T-99 ;d : SIYT41q�i 7:i11LI�7F9111:7-7q�I.:11-Tc:I� �1 BIKE SHELTER- CONCRETE SLAB DETAIL BIKE RACK 4 SECTION: STEEL BOLLARD SCALE NTS G ,SCALE: N.T.SECTION: CONCRETE CURB & GUTTER SCALE: N.T.S. J S.V SCALE: N.T.S. RETE CURB AND GUTTER 2'-D" E OF CURB TO FACE OF WNEELSTOP f^ 0 00o0o0poD000�j 000000/.Y XX/J JCJ� EXTRUDED CONCRETE WHEELSTOP, MINIMUM 2500 PSI CONCRETE 2 -PART EPDXY SUITABLE FOR BONDING WET CONCRETE TO PAVEMENT erz4:I MINIMUM C OF 3l4" MINUS COMPACTED CRUSHED QUARRY ROCK COMPACTED TO AT LEAST 95%OF THE MATERIAL'S MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO METHOD T-99 OR UNDISTURBED SUBGRADE SECTION: CONCRETE CURB & GUTTER/ WHEELSTOP SCALE: N.T.S. EDESTRIAN CONCRETE 12" SMOOTH #4 BARS Q T O.C. EXPANSION JOINT FLUSH CURB FACE OF FLUSH CURB TO FACE OF a o,' 0000000000 ..000000000000000000 000000000 000000000 EXTRUDED CONCRETE WHEELSTOP, MINIMUM 2500 PSI CONCRETE 2 -PART EPDXY SUITABLE FOR BONDING WET CONCRETE TO PAVEMENT erz4II MINIMUM 4" OF 3/4" MINUS COMPACTED CRUSHED QUARRY ROCK COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO METHOD T-99 OR UNDISTURBED SUBGRADE �\o� SECTION: FLUSH CURB / WHEEL STOP \V� SCALE: N.T.S. LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 04-03-20 + PSI, BROOM FINISH + 1 I I � — #4 BAR 14" O.C. EACH WAY WITH A MINIMUM CLEARANCE OF T'. A CONTINUOUS BAR MUST MAKEUP CORNER. 0 of MINIMUM 6" 314" MINUS COMPACTED 0Lu T -O" ROCK TO AT LEAST 95-A OF THE Z Nsw<�aw MATERIAL'S MAXIMUM DRY DENSITY AS RPB RADIUS PIPE BENDING N V u v ai DETERMINED BY AASHTO METHOD T-99 RPB HOOP STYLE MODEL ROUND is oN` xo (Y N L (541) 998-9700 n N 0 4 ° 2" DIA GALV. & PAINTED Nma 3 °dJ!;(3) LSTJ✓h,� STEEL PIPE BICYCLE r Fp6 D M. SATRE F o 0 0 o RACK cvz 000000000 O O O O H U CORROSION RESISTANT J o W EXPANSION ANCHORS, W W 4 L BAR 0 36' D.C. MIN 3/8" DIA TYPICAL OF W Y_ O #4 CONTINUOUS BOTTOM REBAR 4 EACH BASE PLATE O a oa a< as ax OMPACTEDORUNDISTURBED SUBGRADE PEDESTRIAN CONCRETE V/ AS SPECIFIED ,o�0000000000000 n n n n n 2A VERIFY w mw <V > 00000000000000 n n n n n n BIKE SHELTER BASE VELODOME SHELTERS, 888.995.8090, www.velodomeshelters.com • RIDGEFIELD SINGLE- TWO UNITS ABUTTING • COLOR TO BE APPROVED BY OWNER SECOND SHELTER CONTINUES BIKE SHELTER- ELEVATION L SCALE: N.T.S. —IONS tmeddgedesigns.cm E-4 'GROVE ACK 2 APPROVED LOCK NG ETE 6" 1"BATTER 0 SIR 21-1 OF ME SI 1" I:1.1 IY EET CONCRETE PAVING, TYP.(WHERE OCCURS) FINISH GRADE 8 X #3 SLIP DOWEL Q 24" O.C. AND T FROM EACH END AIC PAVING MINIMUM 4" OF 3/4" MINUS COMPACTED CRUSHED QUARRY ROCK COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRY DEN SITY AS DETERMINED BY AASHTO METHOD T-99 ;d : SIYT41q�i 7:i11LI�7F9111:7-7q�I.:11-Tc:I� �1 BIKE SHELTER- CONCRETE SLAB DETAIL BIKE RACK 4 SECTION: STEEL BOLLARD SCALE NTS G ,SCALE: N.T.SECTION: CONCRETE CURB & GUTTER SCALE: N.T.S. J S.V SCALE: N.T.S. RETE CURB AND GUTTER 2'-D" E OF CURB TO FACE OF WNEELSTOP f^ 0 00o0o0poD000�j 000000/.Y XX/J JCJ� EXTRUDED CONCRETE WHEELSTOP, MINIMUM 2500 PSI CONCRETE 2 -PART EPDXY SUITABLE FOR BONDING WET CONCRETE TO PAVEMENT erz4:I MINIMUM C OF 3l4" MINUS COMPACTED CRUSHED QUARRY ROCK COMPACTED TO AT LEAST 95%OF THE MATERIAL'S MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO METHOD T-99 OR UNDISTURBED SUBGRADE SECTION: CONCRETE CURB & GUTTER/ WHEELSTOP SCALE: N.T.S. EDESTRIAN CONCRETE 12" SMOOTH #4 BARS Q T O.C. EXPANSION JOINT FLUSH CURB FACE OF FLUSH CURB TO FACE OF a o,' 0000000000 ..000000000000000000 000000000 000000000 EXTRUDED CONCRETE WHEELSTOP, MINIMUM 2500 PSI CONCRETE 2 -PART EPDXY SUITABLE FOR BONDING WET CONCRETE TO PAVEMENT erz4II MINIMUM 4" OF 3/4" MINUS COMPACTED CRUSHED QUARRY ROCK COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO METHOD T-99 OR UNDISTURBED SUBGRADE �\o� SECTION: FLUSH CURB / WHEEL STOP \V� SCALE: N.T.S. LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 04-03-20 Z + LANDSCAPE ARCHITECTS + 1 I I � — �p%g �a�pEa 0 of 0Lu N w LL Nsw<�aw E N V u v ai LYU)cd W SIDS oN` xo (Y N L rc y��wN n N NN~op~Z x 33 p'=ooa< Nma 3 HiIE LSTJ✓h,� 4 r Fp6 D M. SATRE F OREGON & cvz J H U J o W W W Z In W Y_ O > W ayZ O a oa a< as ax V/ O W S a� Z Ha w cos w 55 _LL Z 0 N Rellisims # Date Desaption k y Zt E m < rc � m m L5.0 Z K. f— ADA SIGNAGE FLUSHURB SEE SITE PLAN FOR LOCATIONS x ta" CURB BAcrc or IiFMR RUSH R + 1]'d' b SCHIRMER DETAIL 1 DOME PLAN - TILE A FACE OF CURB UNLESS SHOWN OTHERWISE ON PLAN. 92 a o>oHH, .... . ... ee O C) co „'co"d'S�sw .... OOeeeee00 c V0LLI aaowyWo ar jtx 0000 000000000 (lN VARIES] CAST IN PLACE DETECTABLE WARNING TILE: ee eeeeeeeeee • ARMOR -TILE ADAC-2424 ) ( 24"X24" eeeeeeee eee CONTROL JOINT W L N f E .eeeeeeeeee 000 rc D, ;5 • MANUFACTURED BY ENGINEERED PLASTICS, B .eeeeeeeeee eee B SECTION A -A INC. (1-800-682-2525, wv.^n•.amtar-Ne.ean) eeeeeeeee0000e lL r F#ti D M. SATRE F eeeeeeeee®®0®e EQ • COLOR: DARK GREY .eeeeeeeeee eee • INSTALL IN ACCORDANCE WITH eeeeeeeeee ee J o .eeeeeeeeee a e0 � W MANUFACTURER'S INSTRUCTIONS e00eeeeeeee 000 WO W FLUSH CURB a 0 Z -a O a Q a SEE PLANS FOR LOCATION as N �� VEHICLE PARKING CONTROL SIGN (R7-8) a' D �� W a� Z iK co a z 00000000 DDD O LL N Remmms N.Do a' ooUo sl nPF n IRR in ASPHALT PAVING `yVV MATCH SIDEWALK TRUNCATED DOME SURFACE / BASIS OF DESIGN: l� SURFACE APPLIED OR CAST IN TILES COLOR: DARKGRAV TCURB RAMP DETAIL- PLAN VIEW SCALE: N.T.S. NOTE MINIMUM OF 3000 PSI CONCRETE PAVING AT PEDESTRIAN ONLY AREA SHALL BE 4" TVP. CONCRETE PAVING AT VEHICULAR AREAS SHALL BE 7" TVP. BROOM FINISH COLOR - STANDARD GRAY • FOR LOCATION OF SCORE JOINTS OR EXPANSION JOINTS, SEE SITE PLAN. p I CL q a� 0 0 0 0 0 0 0 0 0 0 ao 0 0 ao 0 0 0 0 0 0 0 0 0 0 0 0 o C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �2 00000000000000 Oo.. o.. o,�o„o.. o..< 0 0 0 0 0 0 0 Ole, 0'—'0'0'0'0'0 0000000000000000000000000000< O_O_O_O_O_O_O_O_O_O_O_O_O_ COMPACTED GRANULAR FILL/BASE MATERIAL - MNIMUM 6" OF 3/4" MINUS CRUSHED ROCK COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRV DENSITY AS DETERMINED BY AASHTO METHOD T-99 COMPACTED OR UNDISTURBED SUBGRADE SECTION: PEDESTRIAN CONCRETE PAVING 7 TACTILE WARNING SCALE: N.T.S. + SCALE: N.T.S. 2'-D" SCHIRMER DETAIL 1 DOME PLAN - TILE A FACE OF CURB UNLESS SHOWN OTHERWISE ON PLAN. 92 a o>oHH, .... . ... ee O C) co „'co"d'S�sw .... OOeeeee00 c V0LLI aaowyWo ar jtx 0000 000000000 (lN VARIES] CAST IN PLACE DETECTABLE WARNING TILE: ee eeeeeeeeee • ARMOR -TILE ADAC-2424 ) ( 24"X24" eeeeeeee eee CONTROL JOINT W L N f E .eeeeeeeeee 000 rc D, ;5 • MANUFACTURED BY ENGINEERED PLASTICS, B .eeeeeeeeee eee B SECTION A -A INC. (1-800-682-2525, wv.^n•.amtar-Ne.ean) eeeeeeeee0000e lL r F#ti D M. SATRE F eeeeeeeee®®0®e EQ • COLOR: DARK GREY .eeeeeeeeee eee • INSTALL IN ACCORDANCE WITH eeeeeeeeee ee J o .eeeeeeeeee a e0 � W MANUFACTURER'S INSTRUCTIONS e00eeeeeeee 000 WO W 000090 9900900 a 0 Z 7 TACTILE WARNING SCALE: N.T.S. + IANRRCAPE ARCHITECTS 2'-D" SCHIRMER NOTES: PLAN - TILE 1. LOCATE SIGN 30" FROM FACE OF CURB UNLESS SHOWN OTHERWISE ON PLAN. 92 a o>oHH, la-P'910RN O C) co „'co"d'S�sw xBw E'az c V0LLI aaowyWo ar jtx uzza Bio w (lN VARIES] GRADE BREAK V U d N N 10/16" 0 HOLE THROUGH (Y. U) W N CONTROL JOINT W L N f E EMBEDMENT FLANGES (3 L rc D, ;5 PER FLANGE) 'Eoo¢ SECTION A -A �GALV. STEEL CAP. TACK WELD TO SECURE. -_ lL r F#ti D M. SATRE F EQ DOME000 000 � RESERVED J o W � W END CURB PARKING WO W oo°oO°o a 0 Z -a O a Q a Do ooO°o°o as N �� VEHICLE PARKING CONTROL SIGN (R7-8) a' D �� W a� Z iK co a z 00000000 DDD O LL N Remmms N.Do a' ooUo 10/16'0 HOLE THROUGH NTERNAL EMBEDMENT–/' MBEDMENT EMBEDMENT FLANGES (3 oD 0000°000 o., :LANGE AT 3" C/C PER FLANGE) SECTION B -B DETAIL 1 7 TACTILE WARNING SCALE: N.T.S. CURB RAMP RETURN CURB CONDITION- PLAN VIEW yKID O O O O O O O O O O O O O O i b 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 < D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0r- 0 0 0 0 D o 0 0 0 0 0 0 0 0 0 0 0 0 000O00O00O00O00O00O00O00O00O00O00O00O00O0 of 1/2' RADIUS TOOLED CONCRETE EDGE, TVP. MIN. 2-12" TOOLED JOINT DEPTH SUBSEQUENT CRACK DUE TO SLAB WEAKENING COMPACTED GRANULAR FILLBASE MATERIAL - MINMUM 6" OF 3/4" MINUS COMPACTED CRUSHED ROCK COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRV DENSITY AS DETERMINED BY AASHTO METHOD T-99 OR UNDISTURBED SUBGRADE CONCRETE CONTROL JOINT (SJ) !, SECTION: CONCRETE JOINTING SCALE: N.T.S. SCALE: N.T.S. 3 ACCESSIBLE STALL SIGN- ELEVATION SCALE: N.T.S. O -o -O -0-0-0-0-0-0-0-0-0-0-C 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 O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 O„o� 00000000000000000000000 C _0_0_0_0_0_0_0_0_0_0_0_ O_ CONCRETE EXPANSION JOINT (EJ) 1/2' RADIUS TOOLED CONCRETE EDGE, TVP. 1X6 SYNTHETIC RADIUS BOARD 8 X #3 SLIP DOWEL 0 24" O.C. AND 6" FROM EACH END COMPACTED GRANULAR FILUBASE MATERIAL - MINIMUM 6" OF 3/4" MINUS COMPACTED CRUSHED ROCK COMPACTED TO AT LEAST 95%OF THE MATERIAL'S MAXIMUM DRV DENSITY AS DETERMINED BY AASHTO METHOD T-99 COMPACTED OR UNDISTURBED SUBGRADE ACCESSIBLE STALL SIGN RD L7.1 4" WIDE PAINTED — STRIPES ON STALL & AISLE - WHITE PAVEMENT STENCIL 3" MIN. STROKE WIDTH - MITE 0 NOTES: 1. APPLY AS SPECIFIED 2. SEE PLANS FOR LOCATIONS. CE q E 4 ACCESSIBLE STALL STRIPING- PLAN VIEW SCALE: N.T.S. a 0 0 0 0 0 0 0 0 0 0 0 0 0 e 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 O O O O O O O O O O 0 O 0 O 0 O 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 O O O O O O O O O O O O O O 12" RADIUS TOOLED CONCRETE EDGE, TVP. 8 X #3 SLIP DOWEL 0 24" O.C. AND 6" FROM EACH END COMPACTED GRANULAR FILUBASE MATERIAL - MINIMUM 6" OF 3/4" MINUS COMPACTED CRUSHED ROCK COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRV DENSITY AS DETERMINED BY AASHTO METHOD T-99 COMPACTED OR UNDISTURBED SUBGRADE CONCRETE CONSTRUCTION JOINT (CJ) LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 04-05-20 + IANRRCAPE ARCHITECTS + SCHIRMER NOTES: 1. LOCATE SIGN 30" FROM FACE OF CURB UNLESS SHOWN OTHERWISE ON PLAN. a o>oHH, la-P'910RN O C) co „'co"d'S�sw xBw E'az c V0LLI aaowyWo ar jtx uzza Bio w (lN VARIES] GRADE BREAK V U d N N ap�iw z yo=re= (Y. U) W N CONTROL JOINT W L N f E py' za�i L rc D, ;5 'Eoo¢ N m a �GALV. STEEL CAP. TACK WELD TO SECURE. -_ lL r F#ti D M. SATRE F EQ J � RESERVED J o W � W END CURB PARKING WO W > Lu a 0 Z O A O a Q a d Ux as N �� VEHICLE PARKING CONTROL SIGN (R7-8) a' D �� W a� Z iK co a z 6. O LL N Remmms # Dale D aption a' ACCESSIBLE m G PEDESTRIAN CONCRETE 5 Em < rc ' E � m a e+ O^ 'VAN ACCESSIBLE" SIGN y Q (R7 -8P) ON VAN STALLS CONTROL JOINT 000 000 000 000 000 0000 0000 0000 00 00 00 00 00000 0 00 CURB RETURN 23B" DIA. SCHEDULE 40 GALV. STEEL PIPE. I SEE CIVIL FOR INSTALL PLUMB. ETAIL FINISH GRADE 0 0 0 o pd FLUSHCURB -. SEE CIVIL PLANS FOR DETAIL AND SITE LAYOUT PLAN FOR CURB RETURN LOCATION TRUNCATED DOME SURFACE CONCRETE FOOTING BASIS OF DESIGN: #4 REBAR THROUGH PIPE SURFACE APPLIED TILES OR CP _ COLOR: DARK GRAY VEHICULAR CONCRETE COMPACTED SUBGRADE SEE CIVIL FOR DETAIL W DIA. CURB RAMP RETURN CURB CONDITION- PLAN VIEW yKID O O O O O O O O O O O O O O i b 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 < D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0r- 0 0 0 0 D o 0 0 0 0 0 0 0 0 0 0 0 0 000O00O00O00O00O00O00O00O00O00O00O00O00O0 of 1/2' RADIUS TOOLED CONCRETE EDGE, TVP. MIN. 2-12" TOOLED JOINT DEPTH SUBSEQUENT CRACK DUE TO SLAB WEAKENING COMPACTED GRANULAR FILLBASE MATERIAL - MINMUM 6" OF 3/4" MINUS COMPACTED CRUSHED ROCK COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRV DENSITY AS DETERMINED BY AASHTO METHOD T-99 OR UNDISTURBED SUBGRADE CONCRETE CONTROL JOINT (SJ) !, SECTION: CONCRETE JOINTING SCALE: N.T.S. SCALE: N.T.S. 3 ACCESSIBLE STALL SIGN- ELEVATION SCALE: N.T.S. O -o -O -0-0-0-0-0-0-0-0-0-0-C 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 O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 O„o� 00000000000000000000000 C _0_0_0_0_0_0_0_0_0_0_0_ O_ CONCRETE EXPANSION JOINT (EJ) 1/2' RADIUS TOOLED CONCRETE EDGE, TVP. 1X6 SYNTHETIC RADIUS BOARD 8 X #3 SLIP DOWEL 0 24" O.C. AND 6" FROM EACH END COMPACTED GRANULAR FILUBASE MATERIAL - MINIMUM 6" OF 3/4" MINUS COMPACTED CRUSHED ROCK COMPACTED TO AT LEAST 95%OF THE MATERIAL'S MAXIMUM DRV DENSITY AS DETERMINED BY AASHTO METHOD T-99 COMPACTED OR UNDISTURBED SUBGRADE ACCESSIBLE STALL SIGN RD L7.1 4" WIDE PAINTED — STRIPES ON STALL & AISLE - WHITE PAVEMENT STENCIL 3" MIN. STROKE WIDTH - MITE 0 NOTES: 1. APPLY AS SPECIFIED 2. SEE PLANS FOR LOCATIONS. CE q E 4 ACCESSIBLE STALL STRIPING- PLAN VIEW SCALE: N.T.S. a 0 0 0 0 0 0 0 0 0 0 0 0 0 e 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 O O O O O O O O O O 0 O 0 O 0 O 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 O O O O O O O O O O O O O O 12" RADIUS TOOLED CONCRETE EDGE, TVP. 8 X #3 SLIP DOWEL 0 24" O.C. AND 6" FROM EACH END COMPACTED GRANULAR FILUBASE MATERIAL - MINIMUM 6" OF 3/4" MINUS COMPACTED CRUSHED ROCK COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRV DENSITY AS DETERMINED BY AASHTO METHOD T-99 COMPACTED OR UNDISTURBED SUBGRADE CONCRETE CONSTRUCTION JOINT (CJ) LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 04-05-20 z + IANRRCAPE ARCHITECTS + SCHIRMER �aarcEi a o>oHH, O C) co „'co"d'S�sw xBw E'az c V0LLI aaowyWo ar jtx uzza Bio w F UJ M H N V U d N N ap�iw z yo=re= (Y. U) W N ..FF= W L N f E py' za�i L rc D, ;5 'Eoo¢ N m a m LSTEh,�' lL r F#ti D M. SATRE F OREGON �W J � U J o W cn W W Or 0 WO W > Lu a 0 Z O A O a Q a d Ux as N �� o D �� W a� Z iK co a z V i O LL N Remmms # Dale D aption G Em < rc Do E � m a e+ O^ Z y Q L5.1 z 0 m a 20 , I I I I N ON` \ ol"I �1 \ I 1 � cq'ooc. no5xoosoiaaon \ \ \ 21 42 21 :!A 42 1 1 46 1 1 48 1 I I \ -NENE. / \ oyy \ INC FOOT NOEEN. 0:O M.IRX — OHU 49 OHU CHU IU 48 1 42 TI rl r — — 1 42 1 I NrAl WP Ll CAM OAF t WAO M PA AN OFOF '210 'AMONA l a r 20 W0 --.y ENO WALK — 26 — y �'► `ll25 PFl a 61 22 2 `.e 20 a/ "qc s 25 B 30 ': q FE., 21 s 26 ... 30 r 26 E O 21 PFgKIN6 ® v a f owr 45 WORN 50 � \N + IR ... m T _ 80 Wolle 16'0 �IIIII+ �27e 29 60 29 29 PEN 29 Bo l a K SHEET NOTES irr 1. CONTRACTOR MAY STAGE WITHIN LIMITS OF DEMOLITION. 2. REMOVE ALL SITE COMPONENTS AND RECYCLE COMPONENTS AS REQUIRED IN THE SPECIFICATIONS. IT 3. GENERAL DEMOLITION PERMIT SHALL BE SECURED BY THE 800 Willamette Sweet Suite 4oD Eugene, OR 97401 CONTRACTOR. 0: 541.664.4902 F: 541.664.4909 4. ALL TRADE LICENSES AND PERMITS NECESSARY FOR THE WWw.kpftI PROCUREMENT AND COMPLETION OF THE WORK SHALL BE SECURED BY THE CONTRACTOR PRIOR TO COMMENCING DEMOLITION. 5. THE CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE ALL EXISTING RIGHT-OF-WAY SURVEY MONUMENTAT10N DURING DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING FOR THE REPLACEMENT BY A LICENSED SURVEYOR OF ANY DAMAGED OR REMOVED MONUMENTS. 6. PROTECT ALL ITEMS ON ADJACENT PROPERTIES AND IN THE RIGHT OF WAY INCLUDING BUT NOT LIMITED TO SIGNAL EQUIPMENT, PARKING METERS, SIDEWALKS, STREET TREES, STREET LIGHTS, CURBS, PAVEMENT AND SIGNS. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ANY DAMAGED ITEMS TO ORIGINAL CONDITION. 7. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, AND OTHER FACILITIES IMMEDIATELY ADJACENT TO EXCAVATIONS FROM DAMAGES CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS. 8. SAWCUT STRAIGHT LINES IN SIDEWALK, AS NECESSARY. ST0"564N81 9. CONTRACTOR IS RESPONSIBLE TO CONTROL DUST AND MUD DURING THE DEMOLITION PERIOD, AND DURINGTRANSPORTATION OF DEMOLITION DEBRIS. ALL STREET F9 9r SURFACES OUTSIDE THE CONSTRUCTION ZONE MUST BE KEPT CLEAN. z-6 liL GNED 10. ALL EXPOSED PORTIONS OF UNDERGROUND UTILITIES TO BE OkEGON ABANDONED SHALL BE PLUGGED PER DETAIL X/XX.X. �9T � 19 X DEMOLITION KEY NOTES aPIMTIONDATE: 6/30/2021 20 SAWCUT LINE 21 REMOVE CONCRETE CURB. 22 REMOVE CONCRETE SIDEWALK 23 REMOVE ASPHALT PAVEMENT AND CRUSHED ROCK SUBGRADE. 0 24 REMOVE CONCRETE RAMP. F a U 25 REMOVE RETAINING WALL. w 26 REMOVE BOLLARD. 27 REMOVE EXISTING STAIRS. 28 REMOVE CATCH BASIN. 29 EXISTING STORM DRAIN OVERFLOW OUTFALL TO BE REMOVED. PIPING TO BE ROUTED UNDERSLAB. SEE PLUMBING PLANS. 30 REMOVE EXISTING SIGN. 31 REMOVE EXISTING OVERHEAD LIGHT. z 32 SAWCUT AND REMOVE STORM TRENCH DRAIN. PHASE REMOVAL N AND REPLACEMENT SO THAT DRAINAGE IS OFFLINE FOR 7 w DAYS OR LESS. ❑X PROTECTION KEY NOTES JOB No.: 1900321 DESIGNED BY: 40 PROTECT CURB AND SIDEWALK. DRAWN BY: 41 PROTECT ELECTRICAL VAULT. CHECKED BY: ALB PLOT DATE: 413/20 2:05pm 42 PROTECT UNDERGROUND UTILITIES. PLOTTED BY: ABadcus 43 PROTECT TREE. DWG NAME: 900321-02DM.dwg 44 PROTECT MONUMENTATION. TAB NAME: C2.0 45 PROTECT IRRIGATION CONTROL VALVE. 46 PROTECT EXISTING OVERHEAD POLE 47 PROTECT EXISTING CLEANOUT 48 PROTECT EXISTING GUY ANCHOR 49 PROTECT POWER POLE 0 Z 50 ADJUST EXISTING CLEANOUT TO PROPOSED SLAB GRADE. w PROTECT EXISTING CONNECTED STORM DRAIN PIPING TO �1 v REMAIN UNDER PROPOSED STRUCTURE. "io o t2 oZZ I OX t ' SALVAGE KEY NOTES W o r Z 60 SALVAGE BIKE RACK AND STORE IN LOCATION AS DIRECTED 0 3 O BY OWNER. m 414 z f=0 O 61 SAVAGE EXISTING FIRE HYDRANT AND CAP EXISTING LINE. 0 0 z z SHEET LEGEND LL < w 3 z — — PROPERTY LINE Do DEMOLITION/WORK LIMITS (SHOWN N OFFSET FOR CLARITY) SAWCUT LINE REMOVE OR ABANDON UTILITY LINE IN PLACE ® REMOVE TREE SHEET No. C2.0 SCALE 1 INCH = 30 FEET 30 0 30 60 �PEFiE�PlY W0 --.y ENO WALK — K SHEET NOTES irr 1. CONTRACTOR MAY STAGE WITHIN LIMITS OF DEMOLITION. 2. REMOVE ALL SITE COMPONENTS AND RECYCLE COMPONENTS AS REQUIRED IN THE SPECIFICATIONS. IT 3. GENERAL DEMOLITION PERMIT SHALL BE SECURED BY THE 800 Willamette Sweet Suite 4oD Eugene, OR 97401 CONTRACTOR. 0: 541.664.4902 F: 541.664.4909 4. ALL TRADE LICENSES AND PERMITS NECESSARY FOR THE WWw.kpftI PROCUREMENT AND COMPLETION OF THE WORK SHALL BE SECURED BY THE CONTRACTOR PRIOR TO COMMENCING DEMOLITION. 5. THE CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE ALL EXISTING RIGHT-OF-WAY SURVEY MONUMENTAT10N DURING DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING FOR THE REPLACEMENT BY A LICENSED SURVEYOR OF ANY DAMAGED OR REMOVED MONUMENTS. 6. PROTECT ALL ITEMS ON ADJACENT PROPERTIES AND IN THE RIGHT OF WAY INCLUDING BUT NOT LIMITED TO SIGNAL EQUIPMENT, PARKING METERS, SIDEWALKS, STREET TREES, STREET LIGHTS, CURBS, PAVEMENT AND SIGNS. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ANY DAMAGED ITEMS TO ORIGINAL CONDITION. 7. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, AND OTHER FACILITIES IMMEDIATELY ADJACENT TO EXCAVATIONS FROM DAMAGES CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS. 8. SAWCUT STRAIGHT LINES IN SIDEWALK, AS NECESSARY. ST0"564N81 9. CONTRACTOR IS RESPONSIBLE TO CONTROL DUST AND MUD DURING THE DEMOLITION PERIOD, AND DURINGTRANSPORTATION OF DEMOLITION DEBRIS. ALL STREET F9 9r SURFACES OUTSIDE THE CONSTRUCTION ZONE MUST BE KEPT CLEAN. z-6 liL GNED 10. ALL EXPOSED PORTIONS OF UNDERGROUND UTILITIES TO BE OkEGON ABANDONED SHALL BE PLUGGED PER DETAIL X/XX.X. �9T � 19 X DEMOLITION KEY NOTES aPIMTIONDATE: 6/30/2021 20 SAWCUT LINE 21 REMOVE CONCRETE CURB. 22 REMOVE CONCRETE SIDEWALK 23 REMOVE ASPHALT PAVEMENT AND CRUSHED ROCK SUBGRADE. 0 24 REMOVE CONCRETE RAMP. F a U 25 REMOVE RETAINING WALL. w 26 REMOVE BOLLARD. 27 REMOVE EXISTING STAIRS. 28 REMOVE CATCH BASIN. 29 EXISTING STORM DRAIN OVERFLOW OUTFALL TO BE REMOVED. PIPING TO BE ROUTED UNDERSLAB. SEE PLUMBING PLANS. 30 REMOVE EXISTING SIGN. 31 REMOVE EXISTING OVERHEAD LIGHT. z 32 SAWCUT AND REMOVE STORM TRENCH DRAIN. PHASE REMOVAL N AND REPLACEMENT SO THAT DRAINAGE IS OFFLINE FOR 7 w DAYS OR LESS. ❑X PROTECTION KEY NOTES JOB No.: 1900321 DESIGNED BY: 40 PROTECT CURB AND SIDEWALK. DRAWN BY: 41 PROTECT ELECTRICAL VAULT. CHECKED BY: ALB PLOT DATE: 413/20 2:05pm 42 PROTECT UNDERGROUND UTILITIES. PLOTTED BY: ABadcus 43 PROTECT TREE. DWG NAME: 900321-02DM.dwg 44 PROTECT MONUMENTATION. TAB NAME: C2.0 45 PROTECT IRRIGATION CONTROL VALVE. 46 PROTECT EXISTING OVERHEAD POLE 47 PROTECT EXISTING CLEANOUT 48 PROTECT EXISTING GUY ANCHOR 49 PROTECT POWER POLE 0 Z 50 ADJUST EXISTING CLEANOUT TO PROPOSED SLAB GRADE. w PROTECT EXISTING CONNECTED STORM DRAIN PIPING TO �1 v REMAIN UNDER PROPOSED STRUCTURE. "io o t2 oZZ I OX t ' SALVAGE KEY NOTES W o r Z 60 SALVAGE BIKE RACK AND STORE IN LOCATION AS DIRECTED 0 3 O BY OWNER. m 414 z f=0 O 61 SAVAGE EXISTING FIRE HYDRANT AND CAP EXISTING LINE. 0 0 z z SHEET LEGEND LL < w 3 z — — PROPERTY LINE Do DEMOLITION/WORK LIMITS (SHOWN N OFFSET FOR CLARITY) SAWCUT LINE REMOVE OR ABANDON UTILITY LINE IN PLACE ® REMOVE TREE SHEET No. C2.0 SCALE 1 INCH = 30 FEET 30 0 30 60 7-7 U m a r \ ON4 \ \ EXISTING OUTFALL TO PUBLIC -,�RAINAGEWAY(MAPLE ISLAND SLOUGH) MATCHLINE SEE SHEET C3.1 'oe ta• . — - � u�J - I \ \ I soce\�\\ �� I SD CB -8 \ HU\� \ OHU I LF-12"SD \ OHU OHU PHU � \\ I o/ \/SoA" \ I \ UTILITY LABEL LEGEND CTRI I(—TI IRF I ARFI UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY SEWER, W=WATER, FP=FIRE PROTECTION) STRUCTURE TYPE CALLOUT XX XX -XX _� ID NUMBER (WHERE APPLICABLE) N-XXXX.XX ]� LOCATION (WHERE APPLICABLE) E=XXXX.XX RIM= IE IN =XX.XSTRUCTURE INFO (WHERE APPLICABLE) IE OUT = XX.X PIPE I ARFI F_ UTILITY LENGTH UTILITY SIZE XXLF - XX' XX UTILITY TYPE S=X.XX% SLOPE (WHERE APPLICABLE) CTRI ICTI IRF TVPF CALLOUT DESCRIPTION CB CATCH BASIN LD LANDSCAPE DRAIN OF ROCKED OUTFALL PUMP 30 GPM SUMP PUMP PACKAGE RD ROOF DRAIN CONNECTION TO TRENCH DRAIN WM WATER METER (BY SUB) STORAGE DEPTH DETAIL REF. X. MAX. (TO EMERGENCY OVERFLOW) BTM OF BASIN (LEVEL) SEE PLAN ate,^ o° O° o°0 O° o°0 O° O° o O o O° O o O 0 0 O 0 0 O 0 0 O 0r Z O o 00 ° o 00 ° o 0° o 0 0 0 20 0 0 0 0 0 0 0 O 0 0° 0 0° o O° o O o o O° o 0 0 0 0 0 0 II III III III III III III III III III III II l X / ICFV KI(1TFC INSTALL 2" THICK LAYER OF PEA GRAVEL OR OTHER NON -FLOATING MULCH. STORMWATER FACILITY GROWING MEDIA PER SPECS. DRAINAGE LENS COURSE I? - NO.4 OPEN GRADED AGGREGATE). DRAINAGE FILL PER SPECS. PLANTING SEE LANDSCAPE PLANS. TYPICAL STORMWATER FACILITY SECTION SCALE: NTS SCALE 1 INCH = 30 FEET 30 0 30 60 IT&f 800 Willamette Street, Suite 400 Eugene, OR 97401 O: 541.884.4902 F: 541.884.4909 m .knffmm STAMP �:%EO PN eF�SX/oyv e �5664819��1 DYE ATI I UrNED -- OREGON�. �9Ttitiv19 AVIATION DATE: 6/30/2021 JOB No.: 1900321 DESIGNED BY: DRAWN BY: CHECKED BY: ALB PLOT DATE: 4/3/20 2:05pm PLOTTED BY: ABackus DWG NAME: 900321-03UT.dwg TAB NAME: C3.0 SHEET NO. C3.0 U Q r MATCHLINE SEE SHEET C3.0 Otj 12 N' IT.� I �wi Im At140 ow I IN N VOIN ® TV w I I I RICHARDSON SPORTS HEADQUARTERS OWNER: R SPORTS PROPERTIES, LLC - DOC, NO. 2012-014933 AREA = 613,758.4 SQ. FT. 114.090 ACRES) I I 6� G I oEN®fl i 9 I I .flEMITIFVo • �� N I I co PRIVATE PROPERTY I I � L9 PRIVATE PROPERtt ....... " T o p n S ---------''----------------Iv"' p i ........... . a............ . . . . . . . o JR . . . . . . . O p 4 p O ya HE Op 1mo� F a. p.' SD LD -2 °E° ....... ... �;pBID a q _..... 41 SD R0.1 SD R0.2 - - SD R0.3 SD RD -4 `Q •--b p LL FAP- J ° ~ % y [SDI [SDI ' N— D [SD r' [SDI IS ] c IN V ° J J O ° Z I sS1O J J HIP ELI N N I I ti - N a ioiaua p G SD OF -1 o SO OF -2 SO OF -3 SD OF -4 ® T� p�� CXD•X81°52'38'W O p � 295.89' I N89°5398" E 27.9 N 3 •ae • � ... N 3.0 I BE, + Q GAP o + 1s'SD 11. SID so « / \ 0 "sD 1C4 PN FH S" WM \ 01C° .�� IN WATER METER TO BE - O B 0 ss 24"sD IT INSTALLED ON EXISTING 3 e"ss- _ _ 14"sD \ O FIRE PROTECTION LINE. - 40 \ B E L=272.61' I O 8I'S5 - _ R9fifi.99' O 8 55 \ 11 8 e' IN 5 \ 019=581.00'WE F=S IN 29 sD 9!T f 271A1' 0 - g�.�. Bmom B n EC 0 \ ` O 29'• ` • 12"W • 8•'58 NO :FO 0 SiopJB 0 12"W e'u O19"s0 cn9sswunnxE P + + + +4 FO azpewz9"w B L ++ ++ ++ + + B` ]2"W 12"W B 8'•55 - 8"65 E 3O + + + +++++ + C, 589°09' E 90.95' 12"W EMIT— FO ss 5 ss 2 4 B o 24"s � O O 5.. - 12"W �� a" SS _ B60"SD 12"W .m 9 s 1 \F IIEto Fo 12,.X,/ GSF0 -- 12"IA 0 ^' _ FO -- F- 12n h' N CIttOi SPRINGFIELD BENCHMARK FO 11P'W ED ED N0. 352 ELEVATION -433.64' - FD-01t"w-- F VK w EO ° O UTILITY LABEL LEGEND STRUCTURE LABEL UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY SEWER, W=WATER, FP=FIRE PROTECTION) STRUCTURE TYPE CALLOUT XX XX -XX _� ID NUMBER (WHERE APPLICABLE) N=XXXX.XX ]— LOCATION (WHERE APPLICABLE) E=XXXX.XX RIM= IE IN = XX.X STRUCTURE INFO (WHERE APPLICABLE) IE OUT = XXX PIPE LABEL F_ UTILITY LENGTH UTILITY SIZE XXLF-XX"XX —UTILITY TYPE S=XJO(% —SLOPE (WHERE APPLICABLE) STRUCTURE TYPE CALLOUT DESCRIPTION DETAIL REF. CB CATCH BASIN LD LANDSCAPE DRAIN OF ROCKED OUTFALL PUMP 30 GPM SUMP PUMP PACKAGE RD ROOF DRAIN CONNECTION TO TRENCH DRAIN WM WATER METER (BY SUB) (f SCALE 1 INCH = 30 FEET 30 0 30 60 IT&f 800 Willamette Street, Suite 4DD Eugene, OR 97401 O: 541.684.4902 F: 591.684.4909 www.knffc9m STrq564N81 � /0 l _ATI Af �L�'S7GN 0 OREGON�n. X91 [.4(. 19 %PlRano� M . � F JOB No.: 1900321 DESIGNED BY: DRAWN BY: CHECKED BY: ALB PLOT DATE: 4/3/20 2:05pm PLOTTED BY: ABEI DWG NAME: 900321-03UT.Liwg TAB NAME: C3.1 w 0 Z 9 c 0 w H O Q Z a�a w2 U Z < 003 COED < 0 Z mo=o 0Ld Q = I Y Z EEI Z `EI W LL Q 3 z 0 O LEN SHEET NO. C3.1 a U Q U -t (428.5±) I (428.7±)-\ I \ ------ -- v i — � MATCH EXIST. � � \ AT SAWCUT --(430)------- \ 422.00 FGA MATCHLINE SEE SHEET C4.1 Toe 1q)ff 800 Willameae Street, Suite 4013 1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE Eugene, OR 97401 \ 1390 O: S41.ee4.4902 — �0 _ r: 541.584.4909 BOS �(430)— w .knffcom 2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% 0% \ / \ \ BOTTOM OF WALL EG 3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA FINISHED FLOOR ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES FLOW LINE (ADAAG). GUTTER HP HIGH POINT LP LOW POINT RIM RIM OF STRUCTURE TC TOP OF CURB TG TOP OF GROUND TP TOP OF PAVEMENT TS TOP OF STEP TW U -t (428.5±) I (428.7±)-\ I \ ------ -- v i — � MATCH EXIST. � � \ AT SAWCUT --(430)------- \ 422.00 FGA MATCHLINE SEE SHEET C4.1 Toe SHEET NOTES 1q)ff 800 Willameae Street, Suite 4013 1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE Eugene, OR 97401 \ O: S41.ee4.4902 SHEET NOTES 1q)ff 800 Willameae Street, Suite 4013 1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE Eugene, OR 97401 ONLY. O: S41.ee4.4902 NO DESCRIPTION MEANS TP OR TG ,,,—XX.XX XX r: 541.584.4909 BOS BOTTOM OF SWALE w .knffcom 2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% BOTTOM OF STEP IN ANY DIRECTION. BOTTOM OF WALL EG 3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA FINISHED FLOOR ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES FLOW LINE (ADAAG). GUTTER HP Wil C1AI9 56481 OREGON GRADING LABEL LEGEND �9T Np2 CALLOUT DESCRIPTION F%PIWVIONDATB 6/30/2021 X.X% GRADING SLOPE AND DIRECTION (DOWNHILL) SHEET LEGEND ELEVATION FF�SPOT DESCRIPTION LISTED BELOW. NO DESCRIPTION MEANS TP OR TG ,,,—XX.XX XX DRAINAGE FLOW DIRECTION BOS BOTTOM OF SWALE BOW BACK OF WALK BS BOTTOM OF STEP BW BOTTOM OF WALL EG EXISTING GRADE FF FINISHED FLOOR FL FLOW LINE G GUTTER HP HIGH POINT LP LOW POINT RIM RIM OF STRUCTURE TC TOP OF CURB TG TOP OF GROUND TP TOP OF PAVEMENT TS TOP OF STEP TW TOP WALL "",-(XXX.X±) EXISTING GRADE (MATCH WHERE APPLICABLE) SHEET LEGEND JOB No.: 1900321 DRAINAGE FLOW DIRECTION DESIGNED BY: — — — — — — — — — — — GRADE BREAK DRAWN BY: 49 EX. CONTOUR MINOR CHECKED BY: ALB PLOT DATE: 413/20 2:05pm — — — — — 50 — — — — — EX. CONTOUR MAJOR PLOTTED BY: ABackus 49 CONTOUR MINOR (FG) DWG NAME: 900321-04GD.dwg 50 CONTOUR MAJOR (FG) TAB NAME: C4.0 <--<— CONVEYANCE SWALE O z � c O o�z Z oma w O H �% C) 0 Z Q Z w h < °xwaZ U W LL >Q Z O SHEET NO. SCALE 1lnal-I0FLEI C4.0 30 0 30 60 II / I I I I /I I I�I O: 541.884.4902 \\ OREGON F: 541.884.4909 �'Try'N'p� 1900321 i 2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% X.X% GRADING SLOPE AND DIRECTION (DOWNHILL) IN ANY DIRECTION. ALB PLOT DATE: 3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA ABackus IN 900321-04GD.dwg (ADAAG). 1 SPOT ELEVATION / I I F 3 ---(432) i I 1 Ir I I ore 1 �t J _----(431)--- / i / 1q)ff 800 Willamette Street, Suite 40D Rz I I /I Eugene, OR 97401 O: 541.884.4902 \\ OREGON F: 541.884.4909 �'Try'N'p� 1900321 i 2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% X.X% GRADING SLOPE AND DIRECTION (DOWNHILL) IN ANY DIRECTION. ALB PLOT DATE: 3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA ABackus IN 900321-04GD.dwg (ADAAG). C4.1 SPOT ELEVATION F 3 ---(432) NO DESCRIPTION MEANS TP OR TG ore I ,,,—XX.XX XX I (431) 03 O a BOW BACK OF WALKCIE BS BOTTOM OF STEP 1 �t J _----(431)--- / i i is / 1q)ff 800 Willamette Street, Suite 40D eF�SS/oyv \x(432) REFERENCE Eugene, OR 97401 O: 541.884.4902 \\ OREGON F: 541.884.4909 �'Try'N'p� 1900321 i 2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% X.X% GRADING SLOPE AND DIRECTION (DOWNHILL) IN ANY DIRECTION. ALB PLOT DATE: 3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA ABackus IN 900321-04GD.dwg (ADAAG). C4.1 SPOT ELEVATION FDESCRIPTION USTED BELOW. ---(432) NO DESCRIPTION MEANS TP OR TG ore I ,,,—XX.XX XX I (431) a BOW BACK OF WALKCIE i is _ .(431)— SD LD -2 431.50 RIM MATCHLINE SEE SHEET C4.0 . . . . RICHARDSON SPORTS HEADQUARTERS OWNER: RSPORTS PROPERTIES, LLC DOC. N0, 2012-014933 AREA = 613,758.4 SQ. FT. (14.090 ACRES) i I IIIP I 1 I I I I I I 1 I I I 1 I I \ I \ I i 1 U iR �I,\/ ,tI NLi II/A\IIRAN o OL �{O �y� O . J 1 1LID . ... .......... 1 +t++ O SO LD4 o ,� I Pm. 0 c Fl 431.00 RIM 432.09 FG - - -. (. — — — — — ,-.y 0 \ \ // . RAIN GARDEN / \-—_Q L �, 1 1 V u `1 431.00 FG 430.00 FG SD LD -3 - - --- 430.75 RIM - -- �_..--- -- / --__--(431)— ---- � o -- -- --- --- -- — — -(432)_ _ 0 e"ss � � � --(433) , BSi 8 Ec _ _ _- _ _ - - _ _ g••ss iN � I • • 8..55 '^ FO 1z^w BOS4oR 'rR33� - - 32"W10 _ s (433) e"ss ' n + waft 12"W— B OT + 12•'W B 8"Ss — 24'W 1211w w (43 12"w — FD # — e sS a — 12"W — 1 n 12-j— \\ — �$ 12"w FO -- 12 w 0 v fO -- `0t9 CItt0F SPRINGFIELD BENCHMARK -12nw ( FO 12"w FO rvo. Rsz EiEvnnory -aas.w FO FO FO O FO SHEET NOTES STAMP I!!!! If N 1q)ff 800 Willamette Street, Suite 40D eF�SS/oyv \x(432) REFERENCE Eugene, OR 97401 O: 541.884.4902 \\ OREGON F: 541.884.4909 �'Try'N'p� 1900321 w .LGGI 2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% X.X% GRADING SLOPE AND DIRECTION (DOWNHILL) IN ANY DIRECTION. ALB PLOT DATE: 3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA ABackus IN 900321-04GD.dwg (ADAAG). C4.1 SPOT ELEVATION FDESCRIPTION USTED BELOW. ---(432) NO DESCRIPTION MEANS TP OR TG ore I ,,,—XX.XX XX BOIS BOTTOM OF SWALE (431) _ .(431)— SD LD -2 431.50 RIM MATCHLINE SEE SHEET C4.0 . . . . RICHARDSON SPORTS HEADQUARTERS OWNER: RSPORTS PROPERTIES, LLC DOC. N0, 2012-014933 AREA = 613,758.4 SQ. FT. (14.090 ACRES) i I IIIP I 1 I I I I I I 1 I I I 1 I I \ I \ I i 1 U iR �I,\/ ,tI NLi II/A\IIRAN o OL �{O �y� O . J 1 1LID . ... .......... 1 +t++ O SO LD4 o ,� I Pm. 0 c Fl 431.00 RIM 432.09 FG - - -. (. — — — — — ,-.y 0 \ \ // . RAIN GARDEN / \-—_Q L �, 1 1 V u `1 431.00 FG 430.00 FG SD LD -3 - - --- 430.75 RIM - -- �_..--- -- / --__--(431)— ---- � o -- -- --- --- -- — — -(432)_ _ 0 e"ss � � � --(433) , BSi 8 Ec _ _ _- _ _ - - _ _ g••ss iN � I • • 8..55 '^ FO 1z^w BOS4oR 'rR33� - - 32"W10 _ s (433) e"ss ' n + waft 12"W— B OT + 12•'W B 8"Ss — 24'W 1211w w (43 12"w — FD # — e sS a — 12"W — 1 n 12-j— \\ — �$ 12"w FO -- 12 w 0 v fO -- `0t9 CItt0F SPRINGFIELD BENCHMARK -12nw ( FO 12"w FO rvo. Rsz EiEvnnory -aas.w FO FO FO O FO SHEET NOTES STAMP I!!!! If N 1q)ff 800 Willamette Street, Suite 40D eF�SS/oyv 1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE Eugene, OR 97401 ONLY. O: 541.884.4902 OREGON F: 541.884.4909 �'Try'N'p� 1900321 w .LGGI 2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% X.X% GRADING SLOPE AND DIRECTION (DOWNHILL) IN ANY DIRECTION. ALB PLOT DATE: 3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA ABackus ACCESSIBILITY GUIDEUNES FOR BUILDING AND FACILITIES 900321-04GD.dwg (ADAAG). C4.1 SPOT ELEVATION SHEET LEGEND STAMP I!!!! If N eF�SS/oyv 5648�1 l /9 2 I ALL G OREGON GRADING LABEL LEGEND �'Try'N'p� 1900321 CALL. OUT DESCRIPTION DPIMTION DATE: 6/30/2021 DRAWN BY: X.X% GRADING SLOPE AND DIRECTION (DOWNHILL) CHECKED BY: ALB PLOT DATE: 413/20 2:06pm PLOTTED BY: ABackus DWG NAME: 900321-04GD.dwg TAB NAME: C4.1 SPOT ELEVATION FDESCRIPTION USTED BELOW. NO DESCRIPTION MEANS TP OR TG I ,,,—XX.XX XX BOIS BOTTOM OF SWALE a BOW BACK OF WALKCIE BS BOTTOM OF STEP 0 BW BOTTOM OF WALL o EG EXISTING GRADE FF FINISHED FLOOR FI- FLOW UNE G GUTTER HP HIGH POINT LP LOW POINT RIM RIM OF STRUCTURE TC TOP OF CURB TG TOP OF GROUND TP TOP OF PAVEMENT o TS TOP OF STEP TW TOP WALL EXISTING o ",—(XXX.Xt) WN RDFSAPPII(:ARIFI 11 SHEET LEGEND —�� — — — — — — — — — — — 49 — — — — — 50 — — — — — 49 50 <--<— DRAINAGE FLOW DIRECTION GRADE BREAK EX. CONTOUR MINOR EX. CONTOUR MAJOR CONTOUR MINOR (FG) CONTOUR MAJOR (FG) CONVEYANCE SWALE JOB No.: 1900321 DESIGNED BY: DRAWN BY: CHECKED BY: ALB PLOT DATE: 413/20 2:06pm PLOTTED BY: ABackus DWG NAME: 900321-04GD.dwg TAB NAME: C4.1 0 Z � w H z w 0 H % i W 003 a o Q w < Z N OC_JO Q w oc: Z Q WILL. Z O N SHEET NO. SCALE llnal-I0FLEI C4.1 30 0 30 60 7 TYPICAL DOOR FRAMING: NOTE: DOORS SHALL BE FRAMED SO THAT THE OUTSIDE FACE OF THE JAMB OR TRIM IS 4" OFF ADJACENT WALL, U.N.O. FACE OF WALL FRAMING 4" —FACE OF DOORJAMB GENERAL NOTES: DIMENSION PLANS / FLOOR PLANS 1. SEE WALLASSEMBLY SHEET FOR WALLTYPE INFORMATION. 2. ALL DIMENSIONS TO FACE OF FRAMING / MASONRY / CONCRETE U.N.O. 3. SEE DOOR FRAMING DIAGRAM THIS SHEET FOR TYPICAL DOOR FRAMING LAYOUTS. 4. ELEVATOR SHAFTS, STAIRS ENCLOSURE, EXIT PASSAGEWAY- 2HR FIRE -RATING. MECHANICAL SHAFT- 1 HR FIRE -RATING. COORDINATE WITH WALL TYPE CALLOUTS. 5. RATED WALL ASSEMBLIES SHALL BE CONTINUOUS PAST INTERSECTIONS WITH NON -RATED WALLS. TYP. S. PROVIDE DEFLECTION HEAD AT ALL FULL -HEIGHT INTERIOR WALLS, U.N.O. 7. FURNITURE IS INDICATED FOR DESIGN CLARITY ON THE FLOOR PLAN WITH A DASHED GRAY LINE. I(J Al �U 0 — GALLERY! 101 i KEYNOTE LEGEND A 001 DISPLAY WALL. A 004 WALL -MOUNTED PREFABRICATED PANELS WITH C.L.(E) C.L.(E) COL. COL. 3 -211 (E) PRODUCTION 130 141.1 3. "RE BOARD DD ' F —T F r - C > < > < > ! -1� 7 t-- y (1-0 RENCIE 140 1 141 5 li - - L Y C.L.(E) COL. n ART 133 2 12 ! 3----------------------- RR ! 131 OFFICE L 142 �® 198 - D OFFICE '� FRR2 OFFICE O 126 LUNCHROOM HR/ACCT --x 125 ❑ OFFICE 7.75 7.25 6.75 6.25 5.75 127 I I I I O o Q ENTRY 103 HALL 110 o n (Al)600 HALL 1 1A-1 102 ELECTRICAL 13 OFFICE 106 O SUPPORT H1A1L8L RR CONIF 120 MEETING RR® ® RR 111 115 0 117 101A 104 105 OPEN OFFICE 109 OFFICE 107 r ]RETT7MG RR116ALIGN OFFICE ® RR OFFICE SUPPORT FIN. 112 UTIL 116 L__ 1 121 1 di 106 0 2 114 ! I OFFICE Pry --------------------- — — — — ------ 01 -211 L _ -31 _ HALL O� �� WF�I ALIGN HALL �---------------------' 1 — -H 'I r ��= r ,^ � r � � _ FIN. Qw, 009 i 1 6 i -211 UTIL RR RR R I I o I r 003 004 005 007 I I I �'�_� L— I I 2 �I.e. �J l�iol�l e c i -40 �p 007-- OFFICE 15-0 ----------- n — J —'------------- — — —o, —_--_-------_—_-- 40 512 OFFICE -21 011 OFFICE �� �� CONFERENCE 11 1 12 43 -.a iiti' 'J OPEN OFFICE n ti' •. _ — r_ —_ ", L_ii-iiT_ P 006 n 8 1' �r- 001 < OFFICE 1 2 (i �i � �� � � 'Y �i �i r, i i -'Y n V�, i i � i FFIC�., ,OFFICE L 1 � <�> � J. u i ! -.�, n i .� i, � �i, i, <Ju i -� i �i <�.�, n i � i i �i < > i 012 013 � ����{� 001 " L_1_J L i it i L L_� i i _L_J i it iv L_L_J" 4 L_ — a 6 8 0 04 " pp — — — EXTERIOR STOREFRONT, rYP. 6 311 514 4 3 r-6IQ" 12" 2 F 41U r-6IQ.. I I I I I I Q N 8.25 .75 7.25 6.75 6.25 5.75 5.25 4.75 4.25 3.75 3.4 0 C.OL. C.L.L. C.L.L. C.OL. C.OL. C1, (E) C.L.L. C.L.L. C.OL. C.L.L. C.L.L. O COL. COL. COL. COL. COL. COL. COL. COL. COL. COL. COL. 1ST FLOOR PLAN L ROWELL BROKAW 1203 Willamette Street j Suite 210 RR j Eugene, Oregon 97401 fay j 5414851003 j rowellbrokaw.com � I P Architecture. Design. Strategy. __—_—_— STAMP B. NOT FOR CONSTRUCTION REVISIONS TO THIS SHEET REV. DATE DESCRIPTION SET ISSUE DATE 100% SD 2019-09-27 100% DD 2019-11-11 75% CD 2019-12-17 95 % CD 2020-01-15 PROJECT TRACKING RBA#: 1134 P.I.C: John Rowell PM / PA: Serena Lim/Patrick Hannah amer Kelly Richardson Pmlect Name Richardson Sports Headquarters Expansion Pmlect Address 500 International Way Springfield, OR 97477 MAP NO. 17-03-15-40 TAX LOT 00600 1ST FLOOR PLAN A-111 HAT DISPLAY FIXTURES AND INTEGRATED LIGHTING A018 COUNTERTOP WITH CABINETS BELOW. SEE INTERIOR ELEVATIONS. A019 SEISMIC GAP WITH INTERIOR WALL-TO-WALL EXPANSION JOINT COVER. SEE DETAIL. A 020 FULL HEIGHT CABINETS. SEE INTERIOR ELEVATIONS. A 044 REUSE WOOD DOOR AND STOREFRONT FRAME AND GLASS SALVAGED FROM EXISTING OFFICE. A 057 RELOCATE EXISTING FUSE STORAGE BOX. CONFIRM LOCATION WITH OWNER PRIOR TO RE -INSTALLATION. A 058 STEEL RACK TO SUPPORT NEW ELECTRICAL TRANSFORMER ABOVE EXISTING TRANSFORMER. SEE STRUCTURAL FOR INFORMATION. FIELD VERIFY EXISTING EOUI PMENT TO CONFIRM RACK SIZE AND LAYOUT REQUIREMENTS. C.L.(E) C.L.(E) COL. COL. 3 -211 (E) PRODUCTION 130 141.1 3. "RE BOARD DD ' F —T F r - C > < > < > ! -1� 7 t-- y (1-0 RENCIE 140 1 141 5 li - - L Y C.L.(E) COL. n ART 133 2 12 ! 3----------------------- RR ! 131 OFFICE L 142 �® 198 - D OFFICE '� FRR2 OFFICE O 126 LUNCHROOM HR/ACCT --x 125 ❑ OFFICE 7.75 7.25 6.75 6.25 5.75 127 I I I I O o Q ENTRY 103 HALL 110 o n (Al)600 HALL 1 1A-1 102 ELECTRICAL 13 OFFICE 106 O SUPPORT H1A1L8L RR CONIF 120 MEETING RR® ® RR 111 115 0 117 101A 104 105 OPEN OFFICE 109 OFFICE 107 r ]RETT7MG RR116ALIGN OFFICE ® RR OFFICE SUPPORT FIN. 112 UTIL 116 L__ 1 121 1 di 106 0 2 114 ! I OFFICE Pry --------------------- — — — — ------ 01 -211 L _ -31 _ HALL O� �� WF�I ALIGN HALL �---------------------' 1 — -H 'I r ��= r ,^ � r � � _ FIN. Qw, 009 i 1 6 i -211 UTIL RR RR R I I o I r 003 004 005 007 I I I �'�_� L— I I 2 �I.e. �J l�iol�l e c i -40 �p 007-- OFFICE 15-0 ----------- n — J —'------------- — — —o, —_--_-------_—_-- 40 512 OFFICE -21 011 OFFICE �� �� CONFERENCE 11 1 12 43 -.a iiti' 'J OPEN OFFICE n ti' •. _ — r_ —_ ", L_ii-iiT_ P 006 n 8 1' �r- 001 < OFFICE 1 2 (i �i � �� � � 'Y �i �i r, i i -'Y n V�, i i � i FFIC�., ,OFFICE L 1 � <�> � J. u i ! -.�, n i .� i, � �i, i, <Ju i -� i �i <�.�, n i � i i �i < > i 012 013 � ����{� 001 " L_1_J L i it i L L_� i i _L_J i it iv L_L_J" 4 L_ — a 6 8 0 04 " pp — — — EXTERIOR STOREFRONT, rYP. 6 311 514 4 3 r-6IQ" 12" 2 F 41U r-6IQ.. I I I I I I Q N 8.25 .75 7.25 6.75 6.25 5.75 5.25 4.75 4.25 3.75 3.4 0 C.OL. C.L.L. C.L.L. C.OL. C.OL. C1, (E) C.L.L. C.L.L. C.OL. C.L.L. C.L.L. O COL. COL. COL. COL. COL. COL. COL. COL. COL. COL. COL. 1ST FLOOR PLAN L ROWELL BROKAW 1203 Willamette Street j Suite 210 RR j Eugene, Oregon 97401 fay j 5414851003 j rowellbrokaw.com � I P Architecture. Design. Strategy. __—_—_— STAMP B. NOT FOR CONSTRUCTION REVISIONS TO THIS SHEET REV. DATE DESCRIPTION SET ISSUE DATE 100% SD 2019-09-27 100% DD 2019-11-11 75% CD 2019-12-17 95 % CD 2020-01-15 PROJECT TRACKING RBA#: 1134 P.I.C: John Rowell PM / PA: Serena Lim/Patrick Hannah amer Kelly Richardson Pmlect Name Richardson Sports Headquarters Expansion Pmlect Address 500 International Way Springfield, OR 97477 MAP NO. 17-03-15-40 TAX LOT 00600 1ST FLOOR PLAN A-111 OE i 1 SOUTH ELEVATION 1/8" = 1'-n" NORTH ELEVATION 1/8" = 1'-n" 8.25 7.75 T.O. WALL FRAMING T.O. (E) CURVED PARAPET M_ _ CUSTOM 13D FLOOR -NEW ALL �EtM WALL M{E)— — )SF NEW SF (E) BUILC e T.O. (E) SLAB o" nI SOUTH ELEV @ (E) BLDG. L -J 1/8" = 1'-0" F1 ALUM. COVER FLASHIN L L ' "" WEST ELEVATION 1/8"= 1'-U" mvd 5 EAST ELEV. 2n WEST ELEV. 2 1/8" = 1'-0" R] 1/8" = 1'-0" GENERAL NOTES: BUILING ELEVATIONS ROWEL L t- BROKAW ,MING PROJECT TRACKING 1203 Willamette Street 7 KEYNOTE LEGEND Suite 210 Lim/Patrick PM / PA. Serena Hannah 27'-6- Eugene, Oregon 97401 _ PARAPET n 21''0" 541 4851003 A 006 EXTERIOR ROOF -TO -WALL SEISMIC JOINT rowellbrOkaw.Com pr,,etName COVER. SEE DETAIL 6/A-315. Headquarters Expansion A 007 PARAPET EXTENSION WITH SHEET METAL Architecture. Design. Strategy. 500 International Way FLASHING COVER. _ T.O.(ELSLAe MAP NO. 17-03-15-40 A 008 MTL. PARAPET CAP. BUILDING ELEVATIONS STAMP A 009 FORMED ALUMINUM END CAP AND N� 13' EXTERIOR WALL-TO-WALL EXPANSION - o" JOINT COVER AT PARAPET STEPS/TRANSITIONS. A010 SUNSHADE. STEEL T OUTRIGGERS PER STRUCTURAL. STEEL GRATING INFILL. PAINTED. A012 EXTERIOR WALL-TO-WALL EXPANSION JOINT COVER. SEE DETAIL. SLAB n 0" V NOT FOR CONSTRUCTION T.O. WALL FRAMIN 27' - 6" T.O. (E) CURVED PARAPET 21 ' - 0" 2ND FLOOR -MEW n 13' - 0" V CC BB � A 1 1 -21 211 I I I n EAST ELEVATION 1/8" = 1'-U" REVISIONS TO THIS SHEET REV. DATE DESCRIPTION SET ISSUE DATE 100% SD 2019-09-27 100% DD 2019-11-11 75% CD 2019-12-17 95 % CD 2020-01-15 A-202 PROJECT TRACKING RBA #: 1134 P.I.C: John Rowell T.O. WALL FRAMING t1 " Lim/Patrick PM / PA. Serena Hannah 27'-6- T.O. (E) CURVED _ PARAPET n 21''0" Kelly Richardson _2ND FLOOR -NB A 13'-0-0" pr,,etName Richardson Sports Headquarters Expansion _) BUILDING Project Address 500 International Way Springfield, OR 97477 _ T.O.(ELSLAe MAP NO. 17-03-15-40 TAX LOT 00600 BUILDING ELEVATIONS A-202 ro 2 - SOUTH ELEVATION PERSPECTIVE FROM INERNATIONAL WAY 1 - SOUTH ELEVATION PERSPECTIVE - CLOSE-UP ROWELL BROKAW 1203 Willamette Street Suite 210 Eugene, Oregon 97401 5414851003 rowel Ibrokaw.com Architecture. Design. Strategy. STAMP NOT FOR CONSTRUCTION REVISIONS TO THIS SHEET REV. DATE DESCRIPTION II SET ISSUE DATEII! III 1 • nin 1 ° lil I It-111��I IIi. 11I1S `i 1 I II ,19 III"" lil Yji �I !I I it I 11 ii Ill II11'. SID 2019-09-2 5% D 1 2019-12-1795 % CD 2020-01-15 19-11-11 RM&T601111100PIT] *Ir99:&y9x"9U/9fa:i1]IT, IILII:100 Fill 9Is] ►/e1 a►iv/e\'1 ElE&I911j1110l:FA-1r9:1:&]9x6 111Uj:ga:t1]LTA IILII:1N01F 9[A01Filav1viffi1 b1•`Z11111900MY1*1299:R99x0LIU/9 ollue •`1*11� PROJECT TRACKING RBA #: 1134 P.I.c: John Rowell PM / PA: Serena Lim/Patrick Hannah amer Kelly Richardson Pmlect Name Richardson Sports Headquarters Expansion Pmlect Address 500 International Way Springfield, OR 97477 MAP NO. 17-03-15-40 TAX LOT 00600 BUILDING EXTERIOR PERSPECTIVES A-209 13 12 11 10 9 8 i 7 6 5; 4 3 10.1 \-T m MOR� sao0 E N G I R AN G A3oo 1355 Oak Street, Suite 200 204•-0" 44'-19' g -Y' Eugene, Oregon 97401 ph: 541.484.9080 15'-3" 28'-5" E, 40'-2•• 40-2' 28'-5" 15'-5" www.MortiefAng.com O 2 — 7 5 I 7 O STAMP: H.9 zD • 36 � 5401 1�1, id 1z I ssoo THESE DRAWINGS ARE THE -1P B -Z' PROPERTY OF MO RTIER ANG 35'-1" ENGINEERS AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH THE PROPER WRITTEN PERMISSION OF MORTIER ANG ENGINEERS — I STORAGE :" oD 27,22 SF G.7 SN OR L 43z-8" J 6 11 A300 r N 2 aL A3DO Z Q J J LL i 2 ? n I J 3 I I 0I SHIPPINOFFIC I F 201'-102" I 0Ow00 F 3 I WOMB) BR x K ROOM F.1 60-iy' B-0" 30-7' 10-0" 2P-8" I9? -3y" I 4i q \\ r-1 r-- — �/ F1 —� LRASHJ _ B _______________\ i w: I w< m w. i-------------------------� NEW _ —— I EXISTING 54110 I RECEIVING Is, I --- I OFFICE MEN I 16 11 I I I © 0 a' I 8 540111-F 212 5F 5400 LJ I ® ® I U 26Q Q Z _2�Y-11" — I a- z O z J O O ' O [-- o Z LL/ J IL15 C7 <z z Q— It UCEO CO W E o 0 0 o o 2i U w O D U _ REVISIONS: C o 0 0 0 —- o o o G�03/04/2020 ADDENDUM 1 03/06/2020 ADDENDUM 18 FLOOR PLAN NORTH A210 SCALE: 1/18" =1'-0" KEY NOTES ON THIS PAGE PLAN NOTES: O BRACE FRAMES PER STRUCTURAL SEE 5100 FOR SYIx90L5 8 SCHEDULES DIMENSIONING NOTATION O2 RACKING DESIGN BY OTHERS SEE CIVIL DRAWINGS FOR SITE ELEVATIONS TYP TAKES SCALE DRAWL GS. DO NOT SCALE DRAWINGS. O3. AWNING ABOVE SEE STRUCTURAL DATE: 02/25/2020 DRAWN BY: MSJ_M O4 (E)AWNING ABOVE 1 CHECKED BV: 60 O5 PRESTRESS PANEL BY OTHERS WORK ORD22407 (E)PRECAST PANEL SHEET: „ O OVER FLOW NOZZLE 3-0" ABOVE GRADE ;1 ISOLATION GAP PER 7/A500 A21 0 '\ R DDDR SCHEDULE •� xve�nxx = �uxirnvm�na Nox m[xRl �,»K,«E�wx.�.a.asff.w.�.,x�,xx�sxx��,.xE,w wwox o-�Ex,xwxowxE xxxx. �xxx�xxx�w�x � x..�w..�xw,�.xxw �xx.oeox o a� �nxx .�xx.xoaaas wxoea..�w aox WINDOW SCHEDULE NaRnwa¢E scNEoul>: •� xve�nxx = �uxirnvm�na Nox �,»K,«E�wx.�.a.asff.w.�.,x�,xx�sxx��,.xE,w wwox o-�Ex,xwxowxE xxxx. �xxx�xxx�w�x � x..�w..�xw,�.xxw �xx.oeox o a� �nxx .�xx.xoaaas wxoea..�w aox WINDOW SCHEDULE NaRnwa¢E scNEoul>: •� xve�nxx = �uxirnvm�na Nox �,»K,«E�wx.�.a.asff.w.�.,x�,xx�sxx��,.xE,w wwox o-�Ex,xwxowxE xxxx. �xxx�xxx�w�x � x..�w..�xw,�.xxw �xx.oeox a� �nxx .�xx.xoaaas wxoea..�w aox NaRnwa¢E scNEoul>: •� xve�nxx = �uxirnvm�na Nox �,»K,«E�wx.�.a.asff.w.�.,x�,xx�sxx��,.xE,w wwox o-�Ex,xwxowxE xxxx. �xxx�xxx�w�x � x..�w..�xw,�.xxw �xx.oeox a� �nxx .�xx.xoaaas wxoea..�w aox C3 12 11 CO 9 C4 7 6 70.510.1 9.5 8.5 7.5 6.5 5.8 5.4 C5 C4 C3 C2 C1 MORTIER ANG I I I I 11 saoo I ENG I N E E R S A3oo 1355 Oak Street, Suite 200 Eugene, Oregon 97401 5 7-0" 4'-6' I T-6' Ph: 541.484.9080 w .MortierAng.Com O b - 2 - - 0 o - I - ' i b S 2 STAMP: H 9 26 B I I I � e 5461 b 5461 H7 SLOPE SLOPE 2 Y<: 12 Ya:12 2 T THESE DRAWINGS ARE THE PROPERTY OF MORTIER ANG ENGINEERS AND ARE NOT TO BE USED OR REPRODUCED IN 5 b ANY MANNER EXCEPT WITH THE PROPER WRITTEN PERMISSION - - - - - - - - - - - - - � OF MORTIER ANG ENGINEERS - - - - - - - - - - - N b A300 A360 Q LL 5 b a T ? 5400 J F F.1 — — — — B N F.1 oT3 -------------------------- B At O_ S400 16 11 H- 5461 5460 Q (Y <<�I� % Z O L 0 LU Q Z Ol Z J O O 05 Z O m 0 LU < Q Z Z �U� = — oa U CO —W 2i E O U w O (E) ROOF D a J U C1 G \ � REVISIONS: Q1 03JO412020 ADDENDUM 1 I& 03/06/2020 ADDENDUM 16 ROOF PLAN NORTH® A241 SCALE: 1/16" -1'-6' KEY NOTES ON THIS PAGE PLAN NOTES: Oi (E)AWNING SEE S100 FOR SYMBOLS& SCHEDULES DIMENSIONING NOTATION TAKES PRIORITY OVER SCALE. O2 AWNING PER I VS510 W/ 3" GUTTER DISCHARGING INTO 2" DRAIN LINE DO NOT SCALE DRAWINGS. O3 CFS STUD WALL OVER EXISTING PRECAST WALL PER 16IS401 DATE: 02/25/2020 DRAWN BV: NT O4 TOP OF PANEUPARAPEr TYP CHECKED BV: BO O5 2"DRAINUNE/� 1� WORK ORDER NO 22407 Og ROOF ACCESS LADDER PER BIS52D SHEET: O7 HVAC UNIT SEE MECH ROOF DRAINS-5"PRIMARY AND5"SECONDARY A241 Og MORTIER ANG E N G I N E E R S 5.4 5.8 6.5 7.5 8.5 9.5 10.1 1355 Oak street, suite 200 7__/TL Eugene, Oregon 97401 ph: 541.484.9080 7 9 10 11 W .MortierAngxom T.O. PRESTRESSED PANEL = 469-9" STAMP: — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I — — — — — — — — — — — — — - T.O. ROOF EL=VARIES PA XLIGHTS, TYP. PRECAST PANEL DE IGN B LOCATION JOINT PER MANUF BE ELEC PLAN w T.O. BLD 4(E) ELG = 68-7' THESE DRAWINGS ARE THE PROPERTY OF MORTIER ANG ENGINEERS AND ARE NOT TO BE USED OR REPRODUCED IN TOS TOS 2 AWNI PER PLA G AWNING PER PLAN ANY MANNER EKCEPT WITH THE PROPER WRITTEN PERMISSION OF MORTIER ANG ENGINEERS 2 EL=46-1 (E) ROLL UP DOOR LOADING DOCK BEYOND PER PLAN \ _ > > — SITE AND GRADINGT.O. SLAB ,,—DRIVEUPRAMP SEE CIVIL _ _ _EL=432-e" \ %w_c J eeYr v,. --------------------------- _/__ 777 _T___v/ -._/__/?__�T_�✓/_. r� � ---_i _i, -i__i . s_ _ems .e .-. / /_ � > 2 (� Z SITE AND GRADING LOADING DOCK SEE CIVIL PIT PER PLAN H- Q 1 NORTH ELEVATION A3 SCALE: IAT=1'-d' LU J W F G H J W F F.1 G.7 G.9 H.9 L w x T.O. PRESTRESSED PANEL EL = 468'-9" ----_—_ ---� --------- ------ ------- — --L —_—_---- J T .O. R0 FDECK@LOWEA Z ROOF ACCESS J 0_ LADDER EF=413 1'-B" H- — — — — — — T.O.EBLDG E Q >- z O (D O � ZLU z 0 Z J 0 O 0 2 AWNING Q W PER PLAN U) z (E) BLDG WINDOW TYP SHIPPING OFFICE AND f BREAK RM BEYOND OOO W (� < z It LLZ J Q Q z a' -- ------ — 1n DOOR TYP o000 0000 =000 �000 W �/ LOADING PIT PER PLAN PLAN - - - - - _ ------ - _ _ - - T U ' - r. El 43Z-9" r w ----------------------- _ ^ _ - T.O. SLAB AT LOADING DOCK o SITEAND GRADING - .. - .. _ ,.� �, .. _ „� B. PRESTRESSED PANEL ,. s . ,. .. a u -- EL =47%-6" a SEE CIVIL O. UP RAMP EL=429'-D" 777 LAN STEP IN PANEL AND FOOTING 11 EAST ELEVATION A3 SCALE: IAT=1'-d' J O O F H.9 H.7 F.1 T. O. PRESTRESSED PANEL EL = 4s8-9 T.O. ROOF DECK @ HIGH EAxE ------------------ ---------- EL =464'-e" F T.O. (E) BLDG V EL = 468'-T' REVISIONS: Qi 03ID412020 ADDENDUM 1 i Q2 03/06/2020 ADDENDUM m NEWAWNING w TOS PER PLAN $ EL=.-1" - (E) BLDG (E) ROLL UP DOOR RELOCATED FROM (E) BLDG \ GUARD RAIL PER PLAN DRIVE UP RALF PER PLAN T.O. S AB ,II — — — — — — — — DIMENSIONING NOTATION V EL=482'8" I` , .. _ _ _-- i. - i TRA H TAKES PRIORITY OVER SCALE. - ... CK J (E) LOADING DO DO NOT SCALE DRAWINGS. DATE: 02/26/2020 ___ SITE GRADING ... ... ... ,.?, �.... �„ - .. .�..� _ ____ ____c___.�T — — — — — --- BYCIVIL DRIVE UP RAMP RETAINING WALL "�'� "' "'°'"'"""""� ""' DRAWNsj PER PLAN PER PLAN CHECKEDD BV: BO WORK ORDER NO. 22407 SHEET: 1s WEST ELEVATION A300 A3DO SCALE: IAT=1'-d' SHEET NOTES 1. LOCATE AND INTERCEPT EXISTING CONDUITAMRE AND EXTEND TO NEW POLE LOCATION. 2. REMOVE AND RETAIN EXISTING LIGHT POLE FOR REUSE. REMOVE AND DISPOSE OF EXISTING LIGHT FIXTURE. 3. INSTALL EXISTING LIGHT POLE AT NEW LOCATION WITH NEW ANCHOR BOLTS AND FIXTURE (KIM 1A-CC25A-3-P7O96L-5K48OV-BL-6.0(YRD-POLE). POLE FOUNDATION PER DETAIL 1/E1.0 4. INTERCEPT AND EXTEND CONDUIT AND WIRE FROM EXISTING PARKING LOT LIGHTING CIRCUIT INTO NEW JUNCTION BOX. INSTALL TYPE JB -1 IN -GROUND JUNCTION BOX AT 1" ABOVE FINISHED GRADE. 5. INSTALL EV CHARGER (BOD: CHARGEPOINT CT4021). EXTEND 1" SCH. 40 PVC CONDUIT WITH 4 #6 CU. THWN PHASE CONDUCTORS AND 1 #6 CU. THWN EQUIPMENT GROUND TO EACH CHARGING PEDESTAL FROM PANEL 2F7A. CONNECT AS REQUIRED. 6. REMOVE AND RETAIN EXISTING LIGHT BOLLARD FOR RELOCATION. 7. INSTALL EXISTING BOLLARD AT NEW LOCATION. RELOCATE CONDUIT AND WIRE AS REQUIRED. PROVIDE BOLLARD FOUNDATION PER DETAIL 2/E1.0. 8. INSTALL NEW LIGHT POLE (VALMONT R-3000-60606S4-D1-DBL-LAB-DTI5AC-60DBL-PC)AND FIXTURE (KM 1A-CC25A-3-P7O96L-5K48OV-6.00"RD-POLE). POLE FOUNDATION PER DETAIL 11E1.0. 9. INSTALL I"SCH. 40 PVC CONDUIT WITH (4)#8CU. THWN PHASE CONDUCTORS AND(1)#8 CU. THWN EQUIPMENT GROUND. CONNECT LIGHT FIXTURES TO CIRCUIT NUMBER REFLECTED BY EACH POLE. (1,5) 0 — —1--I_ C) O LEGEND (NI NEW EQUIPMENT NL) NEW EQUIPMENT LOCATION IRI - REMOVE EQUIPMENT (1.3) - CIRCUIT DESIGNATION L) i i Q9 (R) CD i _—f—i1 1 1 1 1 1 (R) CD Ir r 1Y DmrrPR III 60LI5 soon Pse awRLTL 4 REW LUDISS i e' O1:- JAK VF11 P TQ AI &VS e JI TERMINAL INSIDE FOLE FILL SIDS LI FRENCH CISMIT 00NDUIT fFI ID PI (D+C) (R) (NL) \5'l�5 pDERVISORCT'iS i �� 49445 y f O EXPIRES: 10/01/20 O y OREGON �� ��l- R BRABNP� z SCALE: 1"= 20'1 PROJ. NO. 20-12662 DWG: O DESIGNER: L.B.J. DRAWN BY: K.H. CHWD BY: I- r V ¢� H 0 U) z 0p CD U) � Ll- 00 �I Q = O � Z Lo _ 0 — co C _ co d U) \5'l�5 pDERVISORCT'iS i �� 49445 y f O EXPIRES: 10/01/20 O y OREGON �� ��l- R BRABNP� REVISIONS 0 REV. DATE BT DATE: z SCALE: 1"= 20'1 PROJ. NO. 20-12662 DWG: O DESIGNER: L.B.J. DRAWN BY: K.H. CHWD BY: I- 0 ¢� H 0 U) z 0p H 0z� u)00 z Oz (n 0 3 J Q W OD 0 J LU LL w a Q = r v Q =— via Z Lo Z U) REVISIONS 0 REV. DATE BT DATE: MARCH 20, 2020 SCALE: 1"= 20'1 PROJ. NO. 20-12662 DWG: E1.0 DESIGNER: L.B.J. 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'fol Wbm[yd¢mtlmlprhmperaNre[uMryadonuenanhIDrµ 0[[ugnryknvrl6'®A' 66"OO. hie nehkMN nkximum SfOmAww[umrb 2Kmkaemlam SDP9IX are Pok Mwm[E �sNPdp o-msfama mnrywm 16 le m Square Pole 'UIeaNYWmvaMYemnh„uwrlpimmdw w T- wveed,aiy;; Me Pan call here XMeesean hrevJratl 6/umuaar[retlgrmrn °C(m1/Pwiadlet65rsiNNfiNrrefnefa5p[vNfireh mark: at a. IlaLkwidmhermsprprwrekss[mimlpptmx °,wary pren m "i t, Ron up, ..I It hila Adoral Ron up, Yrrr n a cooky amVSBu 5dp5yn[Ug6AM3 C6nna kaNl abe NCM 'Nh wSm WRr5r44 IMTdM- rW .r sup smAaE h pYur[an41ns51x5Y6[Llems4 G01aM01tl¢XWe. $IteSJ ppularFm%na lmtlwn¢ W �NamrMlnnlmpmLnlmllk[ Km LgIrNn9 resen'es MeelgAr ro [Marge spechCa- eou[norrce. mm nMvrs[rcirtruecu °Mr.germ. 02ol6 KIM LIGHTING 116555 East Gale son, I City ofl dre any CA 91745 -NMYM LLL i 1 P 6269M.M66I FCr 36926951 maze, reolismancm I sup, Apr 23,2019 valma�t 16' to 30' ROUND NON-TAPERED ALUMINUM snZUCTURES 4 -Bolt Anchor Base lob Nuns: RicheNsm al]Ons rrw Orem Nacre: L R. BrebMm Inc. ¢OCOK Average V...." Springfield 6Iate: Cl LwW ar Larry Brats mJr. Oma 03I0]a20 Pmdlln: puma Lusmm rA,xgg I La any Brebham Jr. Gale. 0=7120 Tenon Top Pole Cap n Crou Stolon Han0dhola Nut Covers (Stand,M) am Dat Square - 2T (Optional) i SPECIFICATIONS Pole -The pole shaft is extruded from seamless alloy aluminum Pole Top -A pole Lop tenon is provided for top mount luminaire arltl/or bracket A removable pole cap is available for poles receiving drilling patterns for 81de"Amount luminaire an assemblies. Handhole -A covered hendhole with hardware and grounding prevision are reg v nand Bass Cover - Optional Dad Square -2T cast and decorative base rovers available as special order. Anchor Base - The anchor base Is dasl from 356 army aluminum. The completed assembly Is heat-treated to a T6 temper. Aluminum net covers era irmutletl with anchor base unless otherwise specified. Anchor Bolts -Anchor bolls conform REASON F1554 Grade 55 and are provided with two hex nuts and two Rat washers. Bol5 have an "L" bend on we end and are galvanized a minimum OF 12' on the threaded end. Finish The stantlard finish forme pole assembly and cnmponedss satin brushed, natural anodize, tluranodic or polyester powder applied wa@vg in BE, mrdanGO with Valmonls Specifications, AtltlNonal finish opfiom available upon request. Design Criteda- Please reference Design CHWr Spe fimdon for appropriate design conditions. PROVIDE FIXTURE ORIENTATION AT 0 DEGREES SO THAT IT IS OVER THE HANDHOLE. SHIP ANCHOR BOLTS AS SOON AS POSSIBLE AFTER ORDER ENTRY. PROVIDE DRILLING IN TOP OF POLE TO MATCH KIM FIXTURE REQUIREMENTS. VALMONT INDUSTRIES, INC. 28800 IDA STREET Fi BOX 358 VALLEY NE Took USA makesseare VALMDNTSTRUCTURES.CDM /® rrw 3nnOK Averye ¢OCOK Average KAverage CC/CC525 2]5 2]0 25• Arm Mounted, Curvilinear, PicoPrisme LED IOM LIGHTING >.% IOWK Bd VOW B3 U063 MUO Gx WA kl a25apled specpdf LUMINAIRE PERFORMANCE 43 t)0 G3 WK ea VOW e3WG3 a3 VOG3 WA et DO E,0 VOG3 ea Led Sea E,3 110 G3 W15 )103 --- 8311 )993 40.UK 64WG3 11346 11111 11103 WA 10393 9]41 11396 1K6E SOWK B3 VOG9 It535 11562 11384 WA 111]5 9991 11691 112d5 F nq" an 03 LOAD AND DIMENSIONAL DATA 0zOf Ice la Ice lemdwww U)00 1. 1a m m mEx 23 in, il up 5 ke 600 0125 all z zQo 0 OF) OF) OF) LU e F 2 H O H- or 1. Spoke I as post der 4 Z S ill el 0168 e x stuff2 W 500 71 ac 0 CD r 111 W 3P V 6 W 6.00 OdaB do is m 2s'o' duo v dao o too is'.v sea s.00 o.iss so .isoasosossa ss ice an for is11 E21 .. an -a 1 Car C LLC mwa,e emRaea. reeana iamlmea.mpNm.armlkamu,mpamn.,laemn.m l.mine�. vaa,llpexm aea°..re.w+a,•mm„r,..le.fplwy. m. a, hwpallp wnnwa' Ellesmere. I �p ' M as mmama"I's dleakwant aIhn . wnleMd�amol.,� 11 .am -dam er sv so PRODUCT ORDERING CODES " V R .sxo6p6o654 D1 a DBL _ HH-pC]DTt5ACI qE > brPo ,r = dun 6eaAoaamaeame[ 01-1 Lumnem ovm vmm z09=cllW naWel Rtlnnw, m' 0,Up Ex soa. _p IS Dss=6aM,Nne DO Lu MBrow' Imeareaywmuul 1andayading D2 eRaB9 16Wf�a5669 D9=3R130" 9unG 912•Com, Co HG -Ronin Gwen 313=OeM &ooze- ado HXPGNT169GOBL 10W50609G4 '35maas 84-4®90' DNA=rel AluMnu se Exam^ 051 16W.53m599 =2M90' 6x6 occ-ann.. no "proad'omem 16W50w66d 25W69e 659 D8-3 Ado[ DMB=MNum narrow a 19SoanW6G9 •004J90e0051 Base...at,n, 8BN:5»kd BroSn m 16mw666a, 1eW95W959 P2=YdB'OO x9.00' 1O eas eBF-5e4n BmenM III- . ODID Cork beards, SSIR-SaNN auto 1N]MSIN P. 40 old aCo. pol I.... P5.3ABWx4.OP DqB=filed Nue .wm�w P]-214We5OP DIG Dark Leen `U59 Po=2tl'COx12W OBR-lied a0W50am PD -Alan W x3.40' Ed UX -= an Tap Pe I- VALMONT INDUSTRIES, INC. 288DO IDA STREET. PO BOX 958. VALLEY. ME 68064 USA BOO.e236660 VALMONTSTRUCTURES COM E 8 C U `FD pmwmemsard lumen wpN[onlinunm Impam ne rplE cola Lq [mawwx.klmII6MFpxom to EaxnbeE Ne monamm pnolomeM[Illnhwn Klm 41pMlrq] IFSflle rbranrw[uwmvp[a rq Mwmneerswre mMgarnhm mmzclfanory. Kam Lghting ressrces Me meet lo[emge specahca0ons demur let- et- Is ®1m 6 KIM LIGH11NG 1165555as[ Gale Am. Glee of industry l CA 91145 �Sm..,. omummLLL 121 P 626960.56661 f 626 369 2695 1 wmv. klmllghnng.cam l Ben, Apr 23, 2019 BW6]_ii''` a [ea gpedroradiomindc rrw 3nnOK Averye ¢OCOK Average KAverage Celer Rendering lntleK (CRIT 2]5 2]0 365 PDwa Pamor >eo >.90 >.% Pmjeeted W men Maintenance rrw o,000 nrs 59].05% l0o,o%nrs 350 zw o.% 9539M J00 93.90W 9060% B.U.G. Ratlrg (rM15) In Widen where B = BadllghL U = Upllgh[, G =Glare 1.90 zze iC8 IJO xx6 zw o.% xze PT Offi 21s 3d] 0.66 22R ace oAe zze B.U.G. Ratlrg (rM15) In Widen where B = BadllghL U = Upllgh[, G =Glare Tem er pa NPE1 NPEx TYPE TOE 3xro MIF 1wE4xro TYPES rvre un 3GWKufe B3 VO G3 B3 UP G2 K3 UO Gx WA B1 UG BO VG G2 63 t)0 Gx B3 UO G3 IOWK Bd VOW B3 U063 MUO Gx WA B1 UG 63 2.13 BO VO G3 6<WGx 43 t)0 G3 WK ea VOW e3WG3 a3 VOG3 WA et DO E,0 VOG3 ea Led Sea E,3 110 G3 Absolute Lumens STEEL 175 100 '; UND NON-TAPERED T empemwre NPE1 rvP[2 NPE3 TemperaWre NPFd TYPE lWE1 ttPE3 ttPE 3NF0 TYPEa TWE4HF0 IWEs TYPE IM Marc BO us B2W 8219 M96 WA W15 )103 --- 8311 )993 40.UK 64WG3 11346 11111 11103 WA 10393 9]41 11396 1K6E SOWK B3 VOG9 It535 11562 11384 WA 111]5 9991 11691 112d5 B.U.G. Rrding (Dan 5) in Wmem where B = Backlight, U = Uplighq G =Glare STEEL 175 100 '; UND NON-TAPERED T empemwre NPE1 rvP[2 NPE3 ivPE3NE0 NPFd NPF4NF0 NPFS NPE IA 30mK B¢VOW B3 UOG3 B3 V0G3 WA B1 US 63 BO us Go Bd t)0 G3 B3 V0G3 40WK B4 VOG4 83 Me Gat Be US put WA B1 UO Be BI UO GO 64WG3 03 UP Gin SOLGK %VOW B3W6< B3 US ad WA B1 U060 BI VOW BSWG3 B3 VOG9 Abadllb Lumens STEEL 175 100 '; UND NON-TAPERED fiT=fiaMYpre 0.GS=eappeov, ALUMINUM valmontT ER-BmSons, iempnawre 4 -Bolt Anchor Base SIRUCTUIRES NPE1 )YPE3 ttPE3 TYPE 3Nf0 TYPEI TRE4NFO )yPEs rvPEM 30mK UT20AOI I4m0 14042 13832 WA 13]W] 12136 142Ca 1353] 10mK Product Oume'. WAdner Asftloval' L'ry-bham Jr. Oe,a: 0310720 19]52 19295 19006 WA 18935 166)6 19513 1B6m sOWK 195% 1%34 193M WA 193H 16969 19%) 18916 CC/CC525 25e Arm Mounted, Curvilinear, PicoPrisme LED IOM LIGHTING k-cr2saplea specpdf SPECIFICATIONS Housing: • Extruded low copper aluminum main body. • Die-cast low copper aluminum electrical gearcompartment. • Stainless steel hardware. • Die cast wall Beparatesthe optical and electrical compartment acting astlrerm (barrier. • Electoral gear mmpartment doers are fastened with Iwo hinges and a latch made of stainless steel. • Silicone caskets seal the com artmeme at the 9 P banter surface. (standard Module: • NwPdser refractory endosed LED PCO, for IP66 rating) aimed toward the task and spreads M1odzonWll to and nee great unRoreary Y P 9 Y • Type I, 11, III, IV, V, L (left), and R (fight) Sandmtl distributions. Costain available. • 3000K, 4000 K, 5000K srandard OCT Amber and custom aaimble • IP66 Citified • Da-vo law copper aluminum heat sink PP modeles provide menial banter at PCB level. • Anodized aluminum carrier plate and heat sink module,. Lens Frame: • One-piece law copper aluminum allay the -cart is secured to housing path we [Dolled, latches. Neighbor Riendly Opde • apdonal integrated Neighbor Friendly optic on each LED module to completely control Illwanted backlight Most effective with Type and IV d'oblumnns. Elect mi Mamteristim: • are assembl H, aluminum gear tray • 120V th rough 480V 050/60Hz. • Class 2, 35 arl or 700mA • Pmwr Factor- 30 • National Electoral Code, ANSVNFPA 70. • 10kVsurge suppression. • Thermal shield thermal control. • -30c starling driver. Klm Lghting • 0-1 OV dimming'mterfatt. • All electronic components are IP66 rated, • El Mronic components are UL and/or CSA recognized. • Standard programmable driver for variable MORE, current servings from 350mak to 700mA. Dimming: • 10% to 100% dimming using standard 0-1 OV Interface diver. • To acti the dimming rybarre a wiring harness is Supplied and slashed W the DIM PP POI system. T IN) on iM1e thermal zM1leltl prmMion bpassThis portal oin[he0-fort Interface to bypass the thermal sM1ieltl and Control Me driver. • The thermal shield works in mojgncte n with the c ntrol system to assure that overheating willnot harm the LEDs. • The wiringharness is connected with the use of the Purple leadeq the pmio a (+) and the Grey lead as the negative Oto an available control signal (by others) Iundwdln G d mol Support Arm: • Speed Mount and a reinforcing plate are provided with wire strain relief. • Speed Mount is square or cirmlar cutler specified pole sire and shape. • Die-cast, low copper aluminum support arm Por direct pole mount. • Se -cal aluminum Tool -less entrylice access Cover. in • Terminal block is mounted in the arm cavity and Dialects 014 to M8 wire fives. • Prewired to electrical module with quid-disconned pWgs located inside the electrical mmpanment. . Optional Cat low moped aluminum horizontal slip After with adaptor plate to semm the luminaire to 1-1/4' rot" IPS pipe size arms. • Optional tart aluminum wall mount plains umbly. Attaches io the wall over the ju Denier box. Luminaire attaches to the wall plate wan a squarecut speed Mount. Knish: • Fade and abrasion resists n electrostatically applied. thermally cores moseaiaal isocyanuma QGIQ polyester powdercoat. • Standard colors'mdude (BU Black, NHW Dark Bmray lGT) G2phite,(WH) White, JPS) Platinum Silver RG) Light GeVY. IST) Titanium, and (CC) Custom Color (Include PAW). Fusing: SF for 120, 2A and 347 Line Valts DF for 208, 240 and 480 Line Vohs. • High temperature fuse holders factory installed inside thefixture housing. Fuse S included. CCenifi tions and Drtingre • U L 1598 Standard for wet locations for Luminaires. • U187505tancend for Safety for Light Emitting Diode (LED) Equipment for use in Lighting Products. • IP66 cenRiM. • IK09 rated. • CSAC22.2N250.0 Wminaial • ROHS complain P . IDA approved, 3000K and warmer CCT, ony. CAUTION: • Fixtures must be grounded in accordance with national, state and/or local eleRrlcal codes, Failure to do so may result in serious persona Injury WARRANTY: • For full wanant,aaamp://www. hubbellligMirg.mMre oume wamnty 02mG KIM LIGHTING 1165555aztriale Avd, Conoflndque l CA91745-gHRYn�e �grLL 131 PaVersp.eass 1 f 626.36916951 vioulmrigheng.mm l sw ori r231019 valmont "Y STRUCTURES DART AC1 Cast Aluminum - Clamshell Jab a_._ WDhe ..Sports crkm xama: L.R.BmbheminD. Job luzrim. Gry 8D6Do.m 6mt.:OR LruW YLans, B..Jr. cw. DEACOM RWud:+30006MM0 6See Bebw Ousew LuslanerAppmval. Laos FEATURES Aesthetically pleasing scalable family for lighting and trafic a no licatlons ClamsM1ell design for quick, easy assembly Durable, high quality aluminum components provides clean, crisp details Provided with stainless-steel hardware Tamperproofhardware available as special order Long-lasting finish available in a variety of colors Install on existing poles to enhance sireetscape STEEL 175 100 '; UND NON-TAPERED fiT=fiaMYpre 0.GS=eappeov, ALUMINUM valmontT ER-BmSons, 375 12L 400-121 4 -Bolt Anchor Base SIRUCTUIRES 1 C 6.00 DT15AC RWladran Spode M� L.R.Bmbllamina. °�L3n 9 6.75-1725, 7.00-1].13 OT-�kian Jab Name: idem Name 750 UT20AOI Oa•am-¢• aptlrpRdd OR LaOY Rabham Jr. 0310720 All dimensions shown are nominal. Say =sane, Seek eN=frawn Jab Lormion-miry'. 6we'. a wd By', Gem: He founder a MB =51x1 Blue DG - Oak Gres Product Oume'. WAdner Asftloval' L'ry-bham Jr. Oe,a: 0310720 �-Ree DR. ANCHORAGE DATA - DT12AC DT15AC Anchor Base ONal ata= , Co11abNHde3 •all PRODUCT ORDERING CODES PI]6 Ob30 PIs 1ITWx300 a. Ball card F nq" an 03 LOAD AND DIMENSIONAL DATA 0zOf Ice la Ice lemdwww U)00 1. 1a m m mEx 23 in, il up 5 ke 600 0125 all z zQo 0 OF) OF) OF) LU e F 2 H O H- or 1. Spoke I as post der Z S ill el 0168 e x stuff2 W 500 71 ac 0 CD r 111 W 3P V 6 W 6.00 OdaB do is 2s'o' duo v dao o too is'.v sea s.00 o.iss so .isoasosossa ss ice an for is11 E21 .. an -a 1 Car D_ LLC mwa,e emRaea. reeana iamlmea.mpNm.armlkamu,mpamn.,laemn.m l.mine�. vaa,llpexm aea°..re.w+a,•mm„r,..le.fplwy. m. a, hwpallp wnnwa' Ellesmere. I �p ' M as mmama"I's dleakwant aIhn . wnleMd�amol.,� 11 .am -dam er sv so PRODUCT ORDERING CODES " R .sxo6p6o654 D1 a DBL _ HH-pC]DTt5ACI qE > brPo ,r = dun 6eaAoaamaeame[ 01-1 Lumnem ovm vmm z09=cllW naWel Rtlnnw, m' 0,Up Ex soa. _p IS Dss=6aM,Nne DO Lu MBrow' Imeareaywmuul 1andayading D2 eRaB9 16Wf�a5669 D9=3R130" 9unG 912•Com, Co HG -Ronin Gwen 313=OeM &ooze- ado HXPGNT169GOBL 10W50609G4 '35maas 84-4®90' DNA=rel AluMnu se Exam^ 051 16W.53m599 =2M90' 6x6 occ-ann.. no "proad'omem 16W50w66d 25W69e 659 D8-3 Ado[ DMB=MNum narrow a 19SoanW6G9 •004J90e0051 Base...at,n, 8BN:5»kd BroSn m 16mw666a, 1eW95W959 P2=YdB'OO x9.00' 1O eas eBF-5e4n BmenM III- . ODID Cork beards, SSIR-SaNN auto 1N]MSIN P. 40 old aCo. pol I.... P5.3ABWx4.OP DqB=filed Nue .wm�w P]-214We5OP DIG Dark Leen `U59 Po=2tl'COx12W OBR-lied a0W50am PD -Alan W x3.40' Ed UX -= an Tap Pe I- VALMONT INDUSTRIES, INC. 288DO IDA STREET. PO BOX 958. VALLEY. ME 68064 USA BOO.e236660 VALMONTSTRUCTURES COM CC/CC525 25e Arm Mounted, Curvilinear, PicoPrisme LED IOM LIGHTING k-cr2saplea specpdf SPECIFICATIONS Housing: • Extruded low copper aluminum main body. • Die-cast low copper aluminum electrical gearcompartment. • Stainless steel hardware. • Die cast wall Beparatesthe optical and electrical compartment acting astlrerm (barrier. • Electoral gear mmpartment doers are fastened with Iwo hinges and a latch made of stainless steel. • Silicone caskets seal the com artmeme at the 9 P banter surface. (standard Module: • NwPdser refractory endosed LED PCO, for IP66 rating) aimed toward the task and spreads M1odzonWll to and nee great unRoreary Y P 9 Y • Type I, 11, III, IV, V, L (left), and R (fight) Sandmtl distributions. Costain available. • 3000K, 4000 K, 5000K srandard OCT Amber and custom aaimble • IP66 Citified • Da-vo law copper aluminum heat sink PP modeles provide menial banter at PCB level. • Anodized aluminum carrier plate and heat sink module,. Lens Frame: • One-piece law copper aluminum allay the -cart is secured to housing path we [Dolled, latches. Neighbor Riendly Opde • apdonal integrated Neighbor Friendly optic on each LED module to completely control Illwanted backlight Most effective with Type and IV d'oblumnns. Elect mi Mamteristim: • are assembl H, aluminum gear tray • 120V th rough 480V 050/60Hz. • Class 2, 35 arl or 700mA • Pmwr Factor- 30 • National Electoral Code, ANSVNFPA 70. • 10kVsurge suppression. • Thermal shield thermal control. • -30c starling driver. Klm Lghting • 0-1 OV dimming'mterfatt. • All electronic components are IP66 rated, • El Mronic components are UL and/or CSA recognized. • Standard programmable driver for variable MORE, current servings from 350mak to 700mA. Dimming: • 10% to 100% dimming using standard 0-1 OV Interface diver. • To acti the dimming rybarre a wiring harness is Supplied and slashed W the DIM PP POI system. T IN) on iM1e thermal zM1leltl prmMion bpassThis portal oin[he0-fort Interface to bypass the thermal sM1ieltl and Control Me driver. • The thermal shield works in mojgncte n with the c ntrol system to assure that overheating willnot harm the LEDs. • The wiringharness is connected with the use of the Purple leadeq the pmio a (+) and the Grey lead as the negative Oto an available control signal (by others) Iundwdln G d mol Support Arm: • Speed Mount and a reinforcing plate are provided with wire strain relief. • Speed Mount is square or cirmlar cutler specified pole sire and shape. • Die-cast, low copper aluminum support arm Por direct pole mount. • Se -cal aluminum Tool -less entrylice access Cover. in • Terminal block is mounted in the arm cavity and Dialects 014 to M8 wire fives. • Prewired to electrical module with quid-disconned pWgs located inside the electrical mmpanment. . Optional Cat low moped aluminum horizontal slip After with adaptor plate to semm the luminaire to 1-1/4' rot" IPS pipe size arms. • Optional tart aluminum wall mount plains umbly. Attaches io the wall over the ju Denier box. Luminaire attaches to the wall plate wan a squarecut speed Mount. Knish: • Fade and abrasion resists n electrostatically applied. thermally cores moseaiaal isocyanuma QGIQ polyester powdercoat. • Standard colors'mdude (BU Black, NHW Dark Bmray lGT) G2phite,(WH) White, JPS) Platinum Silver RG) Light GeVY. IST) Titanium, and (CC) Custom Color (Include PAW). Fusing: SF for 120, 2A and 347 Line Valts DF for 208, 240 and 480 Line Vohs. • High temperature fuse holders factory installed inside thefixture housing. Fuse S included. CCenifi tions and Drtingre • U L 1598 Standard for wet locations for Luminaires. • U187505tancend for Safety for Light Emitting Diode (LED) Equipment for use in Lighting Products. • IP66 cenRiM. • IK09 rated. • CSAC22.2N250.0 Wminaial • ROHS complain P . IDA approved, 3000K and warmer CCT, ony. CAUTION: • Fixtures must be grounded in accordance with national, state and/or local eleRrlcal codes, Failure to do so may result in serious persona Injury WARRANTY: • For full wanant,aaamp://www. hubbellligMirg.mMre oume wamnty 02mG KIM LIGHTING 1165555aztriale Avd, Conoflndque l CA91745-gHRYn�e �grLL 131 PaVersp.eass 1 f 626.36916951 vioulmrigheng.mm l sw ori r231019 valmont "Y STRUCTURES DART AC1 Cast Aluminum - Clamshell Jab a_._ WDhe ..Sports crkm xama: L.R.BmbheminD. Job luzrim. Gry 8D6Do.m 6mt.:OR LruW YLans, B..Jr. cw. DEACOM RWud:+30006MM0 6See Bebw Ousew LuslanerAppmval. Laos FEATURES Aesthetically pleasing scalable family for lighting and trafic a no licatlons ClamsM1ell design for quick, easy assembly Durable, high quality aluminum components provides clean, crisp details Provided with stainless-steel hardware Tamperproofhardware available as special order Long-lasting finish available in a variety of colors Install on existing poles to enhance sireetscape DBL STEEL 175 100 '; 2: fiT=fiaMYpre 0.GS=eappeov, PC Slack ER-BmSons, 375 12L 400-121 Far=Honor Graan 1 C 6.00 DT15AC O B=Charcoal G% °�L3n 9 6.75-1725, 7.00-1].13 OT-�kian 2000 1 750 UT20AOI Oa•am-¢• NO Dark Bpmhm All dimensions shown are nominal. Say =sane, Seek eN=frawn Eall Exact He founder a MB =51x1 Blue DG - Oak Gres DTG>Uerk Green �-Ree DR. DT12AC DT15AC DT20AC O PRODUCT ORDERING CODES DBL STEEL ALUMMUM we week I'D fiT=fiaMYpre 0.GS=eappeov, PC Slack ER-BmSons, prel Nixon, Sprour Far=Honor Graan SL=31. DNA Full Alumkn LG=LIAhtt GAY O B=Charcoal G% °�L3n 9 - O .. mtlummrnNxwuaa hmnunmlm wEbtic gfaµvlax tree.Mena,. OT-�kian saN-$21tl1it.a O ars, tum Exon Gore New Dan ermu Oa•am-¢• NO Dark Bpmhm De -Da amid¢ Say =sane, Seek eN=frawn Eall Exact He founder a MB =51x1 Blue DG - Oak Gres DTG>Uerk Green �-Ree DR. Q 5 11 95 1110 x211 63 11 .75 11 3s 11 11 11 g } } 1. Mplel Number COlw eM Pea Ban On required "all proers. Sgm z, Aaanonnimomavgn resrir.o R.frmom.nne eapam¢rmm pas,. � o DWG: .TE DESIGNER: ^�d DRAVIN BY: L.B.J. CHICO BY: Ve °�L3n 9 - O .. mtlummrnNxwuaa hmnunmlm wEbtic gfaµvlax tree.Mena,. VALMONT INDUSTRIES, INC. Italy M 288TH STREET. PO BOX 358 . VALLEY. BE 68064 USA B00.BandeaB VALMONTBTRUCTURES COM , CC/CC525 25e Arm Mounted, Curvilinear, PicoPrisme LED IOM LN•HTNG kl a25apledsper-pdf CONIICOLS Phdtecefl RecePtade Ful a,kated and wired ]- In eco fade pacNe P Delaware compartment, locationabon allows wmpanreed i tepin construction allows inti a us onitio nod Interface and provides a controlled twist -lock ofoperational Performance . ANSI twist -lock control inocula by -diners. Standard customer operMlOn modes: 1. Traditions l ended photoelectric corurol. 3. 5- In wireless hmeeledric control P P for added dimming feature. 3. ]- in dimming and ditce al1/0 mntmliar P w p custoe dna aamngnauro rgnnedignamr customer use, o-aw oimm O cora avduya nasi m _ nmV.rwM L= olob'day, as commor Blmon PMtoaell A30 Or 120V A31 for 201 A32 for 241 A33ter 77V A35 for 347V A34 for 480V Photocell is factory installed inside me housing with a fully gasketed sensor on the side wall. For multiple fixture memtings, one fxwre Is supplied with a photocell fall operate the others. cureless Controls MSCAPEna H ubbell Conhol Solution's wise "Ell wireless mmrel modules baboyan individual fiMureto anaged, monitored and measured. The modules .L,. makeek, eves robust mNi6ed meshed radio signal. The wiSCAPE modules provide InatH/om C Mll, external & Cinput alerts and metering. WIR-RMI-10 SISCAPE Inlemal Modula 12041 ,, recant range UGG), 3 DigiUl In the Ambg Input 20urputz. WIR-RME-L w6CAPE ExRmal Medule,120,o80V, 1000k range ROS), Inttmal Photocell, l Digital Input Compatible with the A-25 7H option SResym , Sisawnc'M wireless control synem for retluctem and mainnUc cost whiled fico energyin Oce optimizing light quality 24/]. See ordering information or a 9 N 9 f itwww details lllightingcoMDrWuttshilesync far more tletails. Pole Mounted Round Rate -MounLad Oaupanry Sensor up to l6' SOLA Round Pole-Mountrtl Occupancy Serssor up to 16'-anouldooroccu n< sensorwhh0-IOV M Y ectly to*acale,Wie160k png hos[ Moduounts le to c cele. Wide Died, pattern. Module colors are vailable inpoleGrant and White. Module is cut for round pole mounting. Pole diameter is ncetled upon er with Poles to io drilled in the field will be rovitletl wkh lns[allaMon instruc9ons. P Ordering Example'. 5CLR4'/277a/BP Square Pab-MWntBd Oaupanc Sensor up to l6' SCL-S S ware Pole -Mounted Ocke nC Sensor u m q pe Y P 16'-anemdooroccu n rwhb0-10V p <ysen intedo. dimming Control that mounts directly to me pole. Wide dead pattern. Module colors re available in 81ad, Gray, and White. Module is cut for square pole mounting. Pole diameter is needed upon order. Poles to be drilled in the fink will be pmvitled with inon lation instructions. Ordering Examples. SOL O2772ML' Round Pole -Mounted OCcupand, Sensor 16'to 30' SCH-R Round Pole Mounted Occupancy Senor'. 16' he 30' -an ouMeor GCcupancy sensor with 0-I0V interface dimming mmroi mai mopes abecty tome pole Wide 360° pattern. Module Clon am vailable in Frank, Gray, and While. Module s cut for mond pole mepming. Pole diameter is needed goon orae[ Poled m be drilled m the field will be provided with inztallafion instructions. Ordering DMmple', SCH-sm/27]'/BLE, Kam London reserves die over as coarga spa[Ifiran'ons vnthe. nor. Square Pole -Mounted Occupancy Sensor 16'to 30' SCH-5 Square Pole -Mounted Occupancy Sensor 16 to 30'- an outdoor Occupancy senwr wish 0-10V interface dimming control that mounts direNy So the pole. Wide 360° paftem. Module coley no Cavailable In Black, Gray, and White, Module ut for round pole mounfing. Pole diameter is needed upon creep I'doold be drilled in she field will bar provided with Installation Instructions, Ordering Example: SCH-5/Z]F/BV SCP The SCP is a phaco -control with motion sensing a ssory chats mounts m the side of any new c existing 3"-5" round or square straight pole, The SCP enables any pole mou Med luminaire in ass of 75 wafts to meet California Title 24 requirements with integral 20KVIIOKA surge protection for added reliability and serviceability. For more detail: http/Avww.aaLneVpmductsherrsor control_ programmable rv:WMnorhnO I lose y.MiM SI mmIr n& ISIM Oma addl0mal bermallpn Wl hnryuiretlmm plele9al one. re 9�myx roar -w Is. MmM soe k Norman castle mmpleW. IMlunl sures npeumater, O uPNumunun.aidOPeaon95maSWs.FI,- deaIIMIMmm6anpkese1lsllw"..HwWIIIIWWgxmnrpadnY vmyxor cans auhhll ourry spas I, n.03.,.1 sM1eSYZMmrm[Nlbo[[ugnrysslmlSW➢Ml 1pih Nemouming heVmnriefluens.kneew Amelrm Eempla GuTyzany: All3h]OIa0WKUVhLOSr 5'ne5yl Minion rmlr34TV% WIUVIK,UVWYM ie Whmwde inmg seassada dlecline ancyssnayLLanlMOBl.tale pMh/Neappppna@ tkrmalon.Iha ssmngs areapearOeJlnlheorhnngassMmmlnme vmpleahBE AV3fiNMWAWIYilusIAbB Im3omm 33b�LIOIT Hlgb m Pm Oily ��mg NeIgM IR! Ndions, [ab['Pole Otneur 02016 KIMLIGHIING 116555sestriale Ave. Clyellndunry CA91745 -NBYM LLL 4 P6169531665 1 f 626.3692695 1 wwrv.klmrige - qmm 1 posy e,123, 2019 r L0 r r V qT - X N W CD LSO GD O m 0tim ED V C _ C) CO %o REVISIONS 0 REV. DATE BY DATE: Z SCALE: NONE PROJ. NO. 20-12662 DWG: 0 DESIGNER: L.B.J. DRAVIN BY: L.B.J. CHICO BY: H- 0 al Q O F J 03 0 0zOf U)00 OF) z zQo 0 OF) OF) OF) LU F 2 H O H- al Z Z D x F- = 53 3 0 CD a Ed Car D_ LLC (n REVISIONS 0 REV. DATE BY DATE: MARCH 20, 2020 SCALE: NONE PROJ. NO. 20-12662 DWG: E1.1 DESIGNER: L.B.J. DRAVIN BY: L.B.J. CHICO BY: L.B.J. LLI F Z ZVIC DRAWING NO. E1.1 SHEET NO.