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HomeMy WebLinkAboutPlan, Tentative APPLICANT 9/16/2016TOWNHOM SON FIF H H�AS 2 ILI 1928 5th St, Springfield, Oregon Tax Map • Tax Lots: 601,602, 701,900 VICINITY MAP SITE PLANS 1-1.0 COVER SHEET L2.0 EXISTING CONDITIONS L3.0 SITE PLAN 5th STREET PROJECT, LLC 2065 WEST 16th WAY EUGENE, OR 97401 (541) 953-7332 CONTACT: MIKE O'CONNELL, SR., Applicant mikeoconnellsr@qwestoffice.net PLANNER/LANDSCAPE ARCHITECT SCHIRMER SATRE GROUP PLANNERS, LANDSCAPE ARCHITECTS & ENVIRONMENTAL SPECIALISTS 375 WEST 4TH, SUITE 201 EUGENE, OREGON 97401 (541) 686-4540 - FAX (541) 686-4577 CONTACT: RICK SATRE, AICP, ASLA, CSI rick@schirmersatre.com CIVIL ENGINEER BRANCH ENGINEERING, INC. 310 FIFTH STREET SPRINGFIELD, OREGON 97477 (541) 746-0637 CONTACT: NATHAN PATi'ERSON, PE nathanp@branchengineering.com SURVEYOR BRANCH ENGINEERING, INC. 310 FIFTH STREET SPRINGFIELD, OREGON 97477 (541) 746-0637 CONTACT: DAN NELSON, PLS dann@branchengineering.com STRUCTURAL ENGINEER PIONEER ENGINEERING LLC P.O. BOX 788 PLEASANT HILL, OR (541) 746-5841 CONTACT: ADAM CLOUGH, P.E., S.E. adam@pioneerengr.com BUILDING DESIGNER f'Wwpq p �-oo LUKE DESIGNS, INC. D7 "P C4/ r �&fps" 1253 D STREET ' ' R DYIR1 �Y' SPRINGFIELD, OR 97477 1 D � -3 (541) 746-7757 CONTACT: MONTY LUKE Iukedesigns7@gmail.com 2016 LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 9-16-16 f LANDSCAPE ARCHITECTS + SCHIRMER 1 � z 0 w aa�a� ¢ w�nW=T.a O u, 01: 4. Zopoo¢ ti 'D� wzwwrm Q �� �/ CO � o r�¢`tOavNi �awmocwn� C � �,(') W = X w�rxin0� n zr�-�wo �gzir��� Lti LL -0� -hair vaozwr � zw � N O O vi er 0 ¢w¢wrOw --` N � � Co to zwwow�� W L .0 2 j�Nzoa ir*NgW¢z= 2r wJ N Ci. z� Q V Lt) 0 M a If! Ave U) (*Cox 3;cq� Ditch ,d 84BAR 0, ?-- pt C-' IT th IT U ON ne $t W O W Z 0 0 U) 0 M W = O D t River Knoly Allen Ave,tj (L J � = W mr'sge t 0 �.... uu. 0 ted° L% Z W W Z M Haydenbridge ,rHayden 0 (L \Sow Ci. � W (1)O 0 _ W W Z La > > Bridge PI ' N O PROJECT SITE N SCALE: V — 30' — o' a is ao so Revisions # Date Description 'xai t In oar130y Lee.Par € Z I t N a =y Ave W W m ti ' M co co z -11 C6 T z haven Ave Loc given Ave W a mo m w rtt C;1a T t a ao hellay St Shelley - St �tr6 Y Fred ieyor Fist b�* 126 ;4 Chicken Bortz ; tdnah'stWt . 126 11 � ��� Y,rY t*� iEkY4�q*LY ra«y.. arji. vt'zrii x7 gyP,,+�x S�CL��G�K �a '01pipic fit, Z5 C wJt w w 1`4 St '. �p � = 'r+t 'x !ti t of Hamlin tviiddte School =f W St Centennial 131vd z VICINITY MAP SITE PLANS 1-1.0 COVER SHEET L2.0 EXISTING CONDITIONS L3.0 SITE PLAN 5th STREET PROJECT, LLC 2065 WEST 16th WAY EUGENE, OR 97401 (541) 953-7332 CONTACT: MIKE O'CONNELL, SR., Applicant mikeoconnellsr@qwestoffice.net PLANNER/LANDSCAPE ARCHITECT SCHIRMER SATRE GROUP PLANNERS, LANDSCAPE ARCHITECTS & ENVIRONMENTAL SPECIALISTS 375 WEST 4TH, SUITE 201 EUGENE, OREGON 97401 (541) 686-4540 - FAX (541) 686-4577 CONTACT: RICK SATRE, AICP, ASLA, CSI rick@schirmersatre.com CIVIL ENGINEER BRANCH ENGINEERING, INC. 310 FIFTH STREET SPRINGFIELD, OREGON 97477 (541) 746-0637 CONTACT: NATHAN PATi'ERSON, PE nathanp@branchengineering.com SURVEYOR BRANCH ENGINEERING, INC. 310 FIFTH STREET SPRINGFIELD, OREGON 97477 (541) 746-0637 CONTACT: DAN NELSON, PLS dann@branchengineering.com STRUCTURAL ENGINEER PIONEER ENGINEERING LLC P.O. BOX 788 PLEASANT HILL, OR (541) 746-5841 CONTACT: ADAM CLOUGH, P.E., S.E. adam@pioneerengr.com BUILDING DESIGNER f'Wwpq p �-oo LUKE DESIGNS, INC. D7 "P C4/ r �&fps" 1253 D STREET ' ' R DYIR1 �Y' SPRINGFIELD, OR 97477 1 D � -3 (541) 746-7757 CONTACT: MONTY LUKE Iukedesigns7@gmail.com 2016 LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 9-16-16 f LANDSCAPE ARCHITECTS + SCHIRMER 1 � z 0 w aa�a� ¢ w�nW=T.a O u, 01: 4. Zopoo¢ ti 'D� wzwwrm Q �� �/ CO � o r�¢`tOavNi �awmocwn� C � �,(') W = X w�rxin0� n zr�-�wo �gzir��� Lti LL -0� -hair vaozwr � zw � N O O vi er 0 ¢w¢wrOw --` N � � Co to zwwow�� W L .0 2 j�Nzoa ir*NgW¢z= 2r wJ N Ci. z� Q V Lt) 0 M a ir¢�ii0�0 U) (*Cox 3;cq� ,d 84BAR 0, ?-- pt C-' IT th IT U ON W O W Z 0 0 U) 0 M W = O D (L J � = W LL �.... uu. 0 Z L% Z W W Z M LV 0 (L Ci. � W (1)O 0 _ W W Z La > > W O ' N O ®V N SCALE: V — 30' — o' a is ao so Revisions # Date Description Z W W m co C6 M co co z -11 C6 z W a mo m w W w a ao 0■ Mg a EXISTING CONDITIONS PLAN WW MH RiU=449.72 8" FL iN (S)=443.01 4 8„ FL IN (W)=442.92 8" FL IN (N)=443.14 tt rinp „ . ' 1..1aR 8" FL OUT (E)=442.97 - LDR S STREET r• SD MH I ` RIM=45013 10" FL IN (SW)=445.20 12" FL 1N =445.17 10" L iN SE)=445.15 i I 12" FL OUT (E)=445.00 LDR I1� LDR _ &' WOOD FENCE 1M�58-1� (2) 10" FL OUT (S)=444.01 S89'53'49 E 151.55' ( WW MH . _.... —... — .....� .. — .. �... — .. -� • • • • •r • •�r.•,r • •,rte -mow • • ��:• • �aa�.�• • •rte+•-+r►� • �r� • • • • pi# li iF \ `i _.�_�- .. ... . .. ..._ l 7 44g --- '" FUBLIC ROAD - -^tj - ! _449— --- _- UNiMPROVE 4g -- ---........_•450-- --- _ _. _ _ _ _.�. _•___• ._.--- -.._ _-450-- IR „ST — � i a: i 25.00 8" FL 'IN )-443. 8" FL OUT t-... PROJECT e'Tc: Contaminant Source Inventory (Existing) WELL TES 1Qi t Superfund Sites (Potential) z a Environmentai Cleanup Sites Time of Travel Zones Discharge Facilities COURT I{. A Petroleum Releases DIV O (� ♦ Toxic Releases 2 years W>d W'vw� ,_aOxwx.w'022g 0 A Spills 5 years SC W A Hazardous Materials Incidents F- -LL r E 4 0 O N 0 f•� O V 10 years II • underground Storage Tanks tU co L tC �_ j • Leaking Underground Storage Tanks D/w is ! Zone of Concentration (99 -yr TOT) k Registered Hazardous Waste Generators 5-99 combined ZOC Hazardous Materials Handlers 84 13 Solid Waste Facilities 10-99 combined ZOC ' N J ` 20-99 combined ZOC KIRK AVENUE Generalized Zoning Z Z _.�_�- .. ... . .. ..._ l 7 44g --- '" FUBLIC ROAD - -^tj - ! _449— --- _- UNiMPROVE 4g -- ---........_•450-- --- _ _. _ _ _ _.�. _•___• ._.--- -.._ _-450-- IR „ST — � i a: i 25.00 8" FL 'IN )-443. 8" FL OUT t-... PROJECT e'Tc: 0 STREET C;Nr`,L. A 1 100 -YEAR FLOOD CONTAINED IN CULVERT T SITE GREENVALE WOODLANE V LANE DRIVE T STREET LEGEND + I EXISTING DECIDUOUS TREE TO BE REMOVED -i- EXISTING DECIDUOUS TREE TO REMAIN EXISTING CONIFEROUS TREE TO REMAIN --■-- PROPERTY LINE (SUBJECT PROPERTY) PROPERTY LINE (ADJACENT LOTS) J 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, clearly indicating what is remaining and what is being removed. For existing structures to remain, also indicate present use, size, setbacks from property lines, and distance between buildings. • See plan this sheet. 4. The name, location, dimensions, direction of flow and top of bank of ail watercourses and required riparian setback that are shown on the Water Quality Limited Watercourse Map on file in the Developments Services Department. • Per the Water Quality Limited Watercourse Map the site contains no watercourses. 5. The 100 -year floodplain and floodway boundaries on the site, as specified in the latest adopted FEMA Flood insurance Rate Maps or FEMA approved Letter of Map Amendment or Letter of Map Revision. • Project Site is located in Zone X: Areas determined to be outside 500 -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 10 to 20 year Time of Travel Zone. 7. Physical features including, but not limited to trees 5" in diameter or greater when measured 41/2 feet above the ground (stands of more than five (5) trees may be shown as a duster with mix of trees species noted), riparian areas, wetlands and rock outcroppings. • See plan for location of all trees 5" or larger. Site contains no riparian areas, wetlands or rock SOILS ON SITE ARE: • TAXLOT 601=MALABON-URBAN LAND COMPLEX, 100%. • TAXLOT 602= SALEM -URBAN LAND COMPLEX 75%, MALABON-URBAN LAND COMPLEX 25%. • TAXLOT 700=SALEM-URBAN LAND COMPLEX 100% • TAXLOT 701 =SALEM -URBAN LAND COMPLEX 100% • TAXLOT 702=MALABON-URBAN LAND COMPLEX 78%,SALEM-URBAN LAND COMPLEX 22e/d • TAXLOT 801= SALEM -URBAN LAND COMPLEX 97%, MALABON-URBAN LAND COMPLEX 3%. • TAXLOT 900=SALEM-URBAN LAND COMPLEX (84%), COURTNEY GRAVELLY SiLTY CLAY LOAM, 16%d. APPROXIMATE SCALE IN FEET 500 0 500 NATIONAL FLOOD INSURANCE PROGRAM FIRM JE ma °���°s� °� FLOOD INSURANCE RATE MAP i a ( CAMBRIDGE STREET 3 i LANE COUNTY, ROAD OREGON AND ROSE BLOSSOM INCORPORATED AREAS DRIVE NORTH j DRIVE LANE COUNTY HARLOW-HAYDEN PANEL 1134 OF 2975 = CITY OF SPRINGFIELD (SEE MAP INDEX FOR PANELS NOT PRINTED'- DRIVE NOODLANE DRIVE LU{ V STREET o I k STREET L --•J w i N U Cot'l%4LNiTY • UMBER PANEL SUPFIY N Et- i SPRiNUIELD. CITY 07 4155W 1131 47 O f LANE COUNTY. i I r ,Wyy y W"N..ORPORATES AREAS 4M91 1134 STREET M m N E w I 4� STREET s '� � vOR"SHRIDOE C ZONE A STREET 100 -YEAR FLOOD i a CONTAINED IN I ZONE A MAP NUMBER CULVERT 6 4103901134 F Channel 1 T STREET I STREET "EFFECTIVE DATE: T LIMIT OF q {� p STREET DETAILED STUDY c�i�� JUNE 2,1999 T F OF SPRINGFIELD 415592 X I R FUCHSIA Y, Federal Emergency 1NSanagernent Agency an orllclaf copy of a ponion of the above referenced flood map. It tractedusirlg F-MrrOr1•Une. This map does not refect changes t cty'� PWI U -0005, D �O w -v �twts On : 9016 LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 9-16-16 > f LANDSCAPE ARCHITECTS + Contaminant Source Inventory (Existing) WELL TES 1Qi t Superfund Sites (Potential) z a Environmentai Cleanup Sites Time of Travel Zones Discharge Facilities COURT t A Petroleum Releases 1 year TOT O (� ♦ Toxic Releases 2 years W>d W'vw� ,_aOxwx.w'022g 0 A Spills 5 years SC W A Hazardous Materials Incidents F- -LL r E 4 0 O N 0 f•� O V 10 years Cl) • underground Storage Tanks tU co L tC �_ =�Nzoo OfnZo zFo xw5zta--Zx W -J w¢owa • Leaking Underground Storage Tanks 20 years V to C o Underground Storage Tank Cleanups Zone of Concentration (99 -yr TOT) 'E Registered Hazardous Waste Generators 5-99 combined ZOC Hazardous Materials Handlers 84 13 Solid Waste Facilities 10-99 combined ZOC ' N J ` 20-99 combined ZOC KIRK AVENUE Generalized Zoning Z Z Residential USgt,r�p46 0V commercial City Limits l W Industrial FK Quarry /mining Springfield s 13 0 �� h ..Pubiic/Operi Space : re Eugene s rvtces°� 0 STREET C;Nr`,L. A 1 100 -YEAR FLOOD CONTAINED IN CULVERT T SITE GREENVALE WOODLANE V LANE DRIVE T STREET LEGEND + I EXISTING DECIDUOUS TREE TO BE REMOVED -i- EXISTING DECIDUOUS TREE TO REMAIN EXISTING CONIFEROUS TREE TO REMAIN --■-- PROPERTY LINE (SUBJECT PROPERTY) PROPERTY LINE (ADJACENT LOTS) J 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, clearly indicating what is remaining and what is being removed. For existing structures to remain, also indicate present use, size, setbacks from property lines, and distance between buildings. • See plan this sheet. 4. The name, location, dimensions, direction of flow and top of bank of ail watercourses and required riparian setback that are shown on the Water Quality Limited Watercourse Map on file in the Developments Services Department. • Per the Water Quality Limited Watercourse Map the site contains no watercourses. 5. The 100 -year floodplain and floodway boundaries on the site, as specified in the latest adopted FEMA Flood insurance Rate Maps or FEMA approved Letter of Map Amendment or Letter of Map Revision. • Project Site is located in Zone X: Areas determined to be outside 500 -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 10 to 20 year Time of Travel Zone. 7. Physical features including, but not limited to trees 5" in diameter or greater when measured 41/2 feet above the ground (stands of more than five (5) trees may be shown as a duster with mix of trees species noted), riparian areas, wetlands and rock outcroppings. • See plan for location of all trees 5" or larger. Site contains no riparian areas, wetlands or rock SOILS ON SITE ARE: • TAXLOT 601=MALABON-URBAN LAND COMPLEX, 100%. • TAXLOT 602= SALEM -URBAN LAND COMPLEX 75%, MALABON-URBAN LAND COMPLEX 25%. • TAXLOT 700=SALEM-URBAN LAND COMPLEX 100% • TAXLOT 701 =SALEM -URBAN LAND COMPLEX 100% • TAXLOT 702=MALABON-URBAN LAND COMPLEX 78%,SALEM-URBAN LAND COMPLEX 22e/d • TAXLOT 801= SALEM -URBAN LAND COMPLEX 97%, MALABON-URBAN LAND COMPLEX 3%. • TAXLOT 900=SALEM-URBAN LAND COMPLEX (84%), COURTNEY GRAVELLY SiLTY CLAY LOAM, 16%d. APPROXIMATE SCALE IN FEET 500 0 500 NATIONAL FLOOD INSURANCE PROGRAM FIRM JE ma °���°s� °� FLOOD INSURANCE RATE MAP i a ( CAMBRIDGE STREET 3 i LANE COUNTY, ROAD OREGON AND ROSE BLOSSOM INCORPORATED AREAS DRIVE NORTH j DRIVE LANE COUNTY HARLOW-HAYDEN PANEL 1134 OF 2975 = CITY OF SPRINGFIELD (SEE MAP INDEX FOR PANELS NOT PRINTED'- DRIVE NOODLANE DRIVE LU{ V STREET o I k STREET L --•J w i N U Cot'l%4LNiTY • UMBER PANEL SUPFIY N Et- i SPRiNUIELD. CITY 07 4155W 1131 47 O f LANE COUNTY. i I r ,Wyy y W"N..ORPORATES AREAS 4M91 1134 STREET M m N E w I 4� STREET s '� � vOR"SHRIDOE C ZONE A STREET 100 -YEAR FLOOD i a CONTAINED IN I ZONE A MAP NUMBER CULVERT 6 4103901134 F Channel 1 T STREET I STREET "EFFECTIVE DATE: T LIMIT OF q {� p STREET DETAILED STUDY c�i�� JUNE 2,1999 T F OF SPRINGFIELD 415592 X I R FUCHSIA Y, Federal Emergency 1NSanagernent Agency an orllclaf copy of a ponion of the above referenced flood map. It tractedusirlg F-MrrOr1•Une. This map does not refect changes t cty'� PWI U -0005, D �O w -v �twts On : 9016 LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 9-16-16 > f LANDSCAPE ARCHITECTS + 1 1 1Qi — z a LO;UE.� T � Ni= o a 2 C.5 1% COURT t }o�r ox w0Q~noy (5w Z ¢ U Z Z Ito�. O (� � rncDofnz�v; F-�xa0o_tn •n v W>d W'vw� ,_aOxwx.w'022g 0 Ngym''-z C LU►~-~c1_nwo cn 1� O SC W calooWg�� wWWw F- -LL r E 4 0 O N 0 f•� O V ve-r ix' S Cl) itst tU co L tC �_ =�Nzoo OfnZo zFo xw5zta--Zx W -J w¢owa !t i (D V cz V to C WJ-R'!- a -5;2i oma v) co CL tea'' ~O_ l 84 SEWARD i N J O KIRK AVENUE Z Z Z 0V W (�n W 1 0 N Ij W C3 Z tl� = LL CL ® 0 Z �-- ® HARLOkN-HAYDEN ZZZ U. �11k\ U.., V 0 STREET C;Nr`,L. A 1 100 -YEAR FLOOD CONTAINED IN CULVERT T SITE GREENVALE WOODLANE V LANE DRIVE T STREET LEGEND + I EXISTING DECIDUOUS TREE TO BE REMOVED -i- EXISTING DECIDUOUS TREE TO REMAIN EXISTING CONIFEROUS TREE TO REMAIN --■-- PROPERTY LINE (SUBJECT PROPERTY) PROPERTY LINE (ADJACENT LOTS) J 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, clearly indicating what is remaining and what is being removed. For existing structures to remain, also indicate present use, size, setbacks from property lines, and distance between buildings. • See plan this sheet. 4. The name, location, dimensions, direction of flow and top of bank of ail watercourses and required riparian setback that are shown on the Water Quality Limited Watercourse Map on file in the Developments Services Department. • Per the Water Quality Limited Watercourse Map the site contains no watercourses. 5. The 100 -year floodplain and floodway boundaries on the site, as specified in the latest adopted FEMA Flood insurance Rate Maps or FEMA approved Letter of Map Amendment or Letter of Map Revision. • Project Site is located in Zone X: Areas determined to be outside 500 -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 10 to 20 year Time of Travel Zone. 7. Physical features including, but not limited to trees 5" in diameter or greater when measured 41/2 feet above the ground (stands of more than five (5) trees may be shown as a duster with mix of trees species noted), riparian areas, wetlands and rock outcroppings. • See plan for location of all trees 5" or larger. Site contains no riparian areas, wetlands or rock SOILS ON SITE ARE: • TAXLOT 601=MALABON-URBAN LAND COMPLEX, 100%. • TAXLOT 602= SALEM -URBAN LAND COMPLEX 75%, MALABON-URBAN LAND COMPLEX 25%. • TAXLOT 700=SALEM-URBAN LAND COMPLEX 100% • TAXLOT 701 =SALEM -URBAN LAND COMPLEX 100% • TAXLOT 702=MALABON-URBAN LAND COMPLEX 78%,SALEM-URBAN LAND COMPLEX 22e/d • TAXLOT 801= SALEM -URBAN LAND COMPLEX 97%, MALABON-URBAN LAND COMPLEX 3%. • TAXLOT 900=SALEM-URBAN LAND COMPLEX (84%), COURTNEY GRAVELLY SiLTY CLAY LOAM, 16%d. APPROXIMATE SCALE IN FEET 500 0 500 NATIONAL FLOOD INSURANCE PROGRAM FIRM JE ma °���°s� °� FLOOD INSURANCE RATE MAP i a ( CAMBRIDGE STREET 3 i LANE COUNTY, ROAD OREGON AND ROSE BLOSSOM INCORPORATED AREAS DRIVE NORTH j DRIVE LANE COUNTY HARLOW-HAYDEN PANEL 1134 OF 2975 = CITY OF SPRINGFIELD (SEE MAP INDEX FOR PANELS NOT PRINTED'- DRIVE NOODLANE DRIVE LU{ V STREET o I k STREET L --•J w i N U Cot'l%4LNiTY • UMBER PANEL SUPFIY N Et- i SPRiNUIELD. CITY 07 4155W 1131 47 O f LANE COUNTY. i I r ,Wyy y W"N..ORPORATES AREAS 4M91 1134 STREET M m N E w I 4� STREET s '� � vOR"SHRIDOE C ZONE A STREET 100 -YEAR FLOOD i a CONTAINED IN I ZONE A MAP NUMBER CULVERT 6 4103901134 F Channel 1 T STREET I STREET "EFFECTIVE DATE: T LIMIT OF q {� p STREET DETAILED STUDY c�i�� JUNE 2,1999 T F OF SPRINGFIELD 415592 X I R FUCHSIA Y, Federal Emergency 1NSanagernent Agency an orllclaf copy of a ponion of the above referenced flood map. It tractedusirlg F-MrrOr1•Une. This map does not refect changes t cty'� PWI U -0005, D �O w -v �twts On : 9016 LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 9-16-16 > f LANDSCAPE ARCHITECTS + 1 1 SATREC. — z a w Ww � Ni= o a 2 C.5 1% ZWCD :xaav x }o�r ox w0Q~noy (5w Z ¢ U Z Z Ito�. O (� � rncDofnz�v; F-�xa0o_tn •n v W>d W'vw� ,_aOxwx.w'022g 0 Ngym''-z C LU►~-~c1_nwo Z3 r i ¢ .0 >. a SC W calooWg�� wWWw F- -LL r E 4 0 zvaoaaF � F Z Z F N y —aW�o>r N 0 f•� O V ve-r ix' S Cl) = W WW W.=>. tU co L tC �_ =�Nzoo OfnZo zFo xw5zta--Zx W -J w¢owa !t i (D V W° us ca W VC % V to C WJ-R'!- a -5;2i oma v) co CL tea'' ~O_ 84 • N J O .' 0 Z Z 0V W (�n W W 0 N W C3 Z tl� = LL CL ® 0 Z �-- ® a ZZZ U. W 0 W U.., V Z 0 W 0 UJ 0 CO) Coll WZ UJ J tU) U) O W Q - = F- W W Z Ln W LL. �' C4 a�0 00) N SCr*tF: 1• s 30' - 0' 0 1s 30 Revisions # Date Description Z W W m S Cn w to EUJt - Z Z m m a U a o.mc twv m W .mac LU a o v o a L2mO ra" fIi e--12" ST 44ZZ T= -e? N89'5937W 99.82 j 6 on - street arallel park) g spaces r n PROPOSED 40' ROW I� - I � � r i ! _ .................. .....iFill S T `) L JUT; JUT 3 §T mT 1 t j V i/ 1J r --•R SITE PLAN NOTES + LANDSCAPE ARCHITECTS -F LEGEND I 4)0 a �i Cu PROPERTY LINE (SUBJECT PROPERTY) a Im REQUIRED: HDR STANDARD: 28 TO 42 DWELLING UNITS / NET ACRE # � i RESULT: SITE SIZE: 1.50 GROSS ACRES K U }> !- aQomnwa c� CL 1.42 NET ACRES AFTER ROW DEDICATION i o at ! O # ' fl �y4 40 DWELLING UNITS Wo¢ oaWZm PROPOSED 6' WOOD FENCE W a F U � _ z VeZy) y ;g�Zg� 24 DU / NET ACRE t-��¢ �yo.wUwto� �awmorng ; ---------I BUILDING OVERHANG MDR REQUIRED: MDR STANDARD: 14 TO 28 DWELLING UNITS / NET ACRE o¢oz_w� wgo�srno� - 4"- - IRRIGATION SLEEVE - SIZE NOTED ON PLAN - RESULT SITE SIZE: 0.90 GROSS ACRES i 0.72 NET ACRES AFTER TAX LOT SEPARATION C wwTmww PROPOSED POLE MOUNTED LIGHT 10 DWELLING UNITS irw¢WI_ow i zwwpW�K aaswrxz� PROPOSED "NO PARKING FIRE LANE" SIGN 20 DU / NET ACRE g;u= oo `nz22 i= 0233 W J TOTAL HDR & MDR : e--12" ST 44ZZ T= -e? N89'5937W 99.82 j 6 on - street arallel park) g spaces r n PROPOSED 40' ROW I� - I � � r i ! _ .................. .....iFill S T `) L JUT; JUT 3 §T mT 1 t j V i/ 1J r --•R SITE PLAN NOTES + LANDSCAPE ARCHITECTS -F LEGEND DENSITY AND DWELLING UNITS: PROPERTY LINE (SUBJECT PROPERTY) HDR REQUIRED: HDR STANDARD: 28 TO 42 DWELLING UNITS / NET ACRE 0 �orr� PROPERTY LINE (ADJACENT LOTS) RESULT: SITE SIZE: 1.50 GROSS ACRES K U }> !- aQomnwa 1.42 NET ACRES AFTER ROW DEDICATION waw=wn- Zw0 Tin EXISTING 6' WOOD FENCE TO REMAIN AND ROW VACATION 40 DWELLING UNITS Wo¢ oaWZm PROPOSED 6' WOOD FENCE PROPOSED: 33 DWELLING UNITS a F U � _ z VeZy) y ;g�Zg� 24 DU / NET ACRE t-��¢ �yo.wUwto� �awmorng ; ---------I BUILDING OVERHANG MDR REQUIRED: MDR STANDARD: 14 TO 28 DWELLING UNITS / NET ACRE o¢oz_w� wgo�srno� - 4"- - IRRIGATION SLEEVE - SIZE NOTED ON PLAN - RESULT SITE SIZE: 0.90 GROSS ACRES azo-*-mwo 0.72 NET ACRES AFTER TAX LOT SEPARATION C wwTmww PROPOSED POLE MOUNTED LIGHT 10 DWELLING UNITS irw¢WI_ow PROPOSED: 14 DWELLING UNITS zwwpW�K aaswrxz� PROPOSED "NO PARKING FIRE LANE" SIGN 20 DU / NET ACRE g;u= oo `nz22 i= 0233 W J TOTAL HDR & MDR U REQUIRED: 50 DWELLING UNITS Q =0L� wwzm�-zlx EXISTING DECIDUOUS TREE TO REMAIN 24 DU / NET ACRE w=,-xt- ¢ + Ua�'Y`=w= mcna i�cor- PROPOSED: 47 DWELLING UNITS 22 DU / NET ACRE 84 VEHICLE PARKING: INA N REQUIRED: STANDARD: 1.5 SPACES / DU EXISTING CONIFEROUS TREE TO REMAIN RESULT: 71 SPACES PROPOSED 85 SPACES Z (58 STANDARD, 23 COMPACT, 4 ADA, INCLUDING 1/2 OF ON- STREET SPACES) z 1- 0'n STANDARD PARKING SPACE (9'X18') BIKE PARKING: LLI INCLUDES WHEEL STOP TO MEET REQUIRED: STANDARD: 1 SPACE / DU, 100% LONG-TERM lz REQUIREMENTS OF SDC 3.240(8)0. RESULT: 47 SPACES w PROPOSED: 47 SPACES, LONG-TERM, INCLUDED IN UNITS ui Q COMPACT PARKING SPACE (8'X16') 12 SPACES SHORT-TERM _W U INCLUDES WHEEL STOP TO MEET REQUIREMENTS OF SDC 3.240(8)0. OPEN SPACE: GENERAL O.S. (CL Z CONCRETE PAVING - PEDESTRIAN REQUIRED: STANDARD: 15% OF GROSS SITE AREA W Z W RESULT: GROSS SITE: 2.14 NET ACRES W .32 ACRES (15% OF GROSS SITE) PROPOSED: .80 ACRES (37% OF GROSS SITE)j w j jj j j/ j GENERAL OPEN SPACE (LANDSCAPE) .Ja 0 = LLQ COMMON O.S. > W Zt!) 3.0 '00 REQUIRED: STANDARD: .25 SF 11.00 SF OF GROSS FLOOR AREA 0 _ (500 SF MINIMUM WITH NO DIMENSION LESS THAN 16) COMMON OPEN SPACE (LANDSCAPE) RESULT: GROSS FLOOR AREA 28,000 SF N s .25 / 1.00 SF: GROSS: 9,700 SF 0 is PROPOSED: .53 ACRES Revisions # Date Description ACTIVE O.S. PRIVATE OPEN SPACE (PATIO AND LANDSCAPE) REQUIRED: STANDARD: 250 SF PER 120 DU (NO DIMENSION LESS THAN 16) RESULT: 47 DU = 587.50 SF PROPOSED: .13 ACRES (5,915 SF) ACTIVE RECREATION AREA (PLAY AREA) PRIVATE O.S. REQUIRED: STANDARD: 96 SF /DU MIN. (NO DIMENSION LESS THAN 6') RESULT: 47 DU x 96 SF = 4,512 SF PROPOSED: .14 ACRES (5,922 SF TOTAL) I I III BIKE PARKING AND TRASH C7 z GROUNDWATER PROTECTION CONSTRUCTION NOTES DURING CONSTRUCTION 1. THIS SHEET SHOWS EXISTING CONDITIONS TO REMAIN AND NEW SITE IMPROVEMENTS. 1. THE FOLLOWING REGULATIONS MUST BE OBSERVED DURING CONSTRUCTION: 2. EXISTING CONDITIONS INFORMATION BASED ON SURVEY BY BRANCH ENGINEERING, INC., • DNAPL CHEMICALS ARE PROHIBITED AT THIS SITE. THE CONTRACTOR AND ALL 310 FIFTH STREET, SPRINGFIELD, OREGON 97477, (541) 746-0637 - FAX (541) 746-0389. m SUBCONTRACTORS ARE REQUIRED TO PROVIDE THE OWNER'S ENGINEER WITH 3. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORK _ COPIES OF MSDSS FOR ALL CHEMICALS PROPOSED FOR USE ON-SITE PRIOR TO USE PRIOR TO EXECUTION OF ANY WORK. tp (6 OR DELIVERY TO THE PROPERTY. BASED ON THESE MSDSS, THE ENGINEER WILL 4. OWNER'S REPRESENTATIVE SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY SITE DETERMINE IF THE CHEMICAL IS APPROVED FOR USE ON THIS SITE (I.E., WHETHER OR REVIEWS. NOT THE PRODUCT CONTAINS DNAPLS). THE ENGINEER MAY CONTACT THE SUB DRINKING WATER SOURCE PROTECTION COORDINATOR (541-7443745) WITH ANY 5. THERE SHALL BE REQUIRED REVIEWS BY OWNER'S REPRESENTATIVE PRIOR TO QUESTIONS ABOUT EVALUATING PRODUCTS FOR DNAPLS. A COPY OF THE MSDS FOR EXECUTION OF ANY WORK, INCLUDING AFTER STAKING & LAYOUT, PRIOR POURING W O ALL CHEMICALS USED ON THE PROJECT WILL REMAIN ON THE JOB SITE AS REQUIRED CONCRETE, PRIOR TO BACKFILLING AND ROUGH GRADING. BY LAW. 6. PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED LANDSCAPE AREAS. :' • ALL CHEMICALS USED DURING CONSTRUCTION SHOULD BE STORED IN ADEQUATE 7. SEE DETAILS FOR INFORMATION ON CONSTRUCTION MATERIALS AND INSTALLATION SECONDARY CONTAINMENT. METHODS. • EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS SHALL BE TAKEN TO Ia.o PREVENT FLUID-CONTAINING EQUIPMENT LOCATED OUTSIDE FROM LEAKING, 8. PROVIDE EXPANSION JOINTS (EJ) AT INTERSECTIONS, CORNERS, OR WHERE CONCRETE INCLUDING PROVIDING A DEDICATED AREA FOR FUELING AND MAINTENANCE OF SLABS MEET WALLS OR OTHER STRUCTURES. EQUIPMENT. THIS AREA SHALL BE PREPARED AND MAINTAINED IN A WAY THAT 9. PROVIDE CONSTRUCTION JOINTS (CJ) BETWEEN ALL POURS. PREVENTS SPILLS OR LEAKS FROM MIGRATING TO THE SOIL OR STORM WATER 10. ALL CONCRETE PAVING JOINTS NOT LABELED OTHERWISE ARE CONTROL JOINTS (SJ). DRAINAGE SYSTEM. 10. OMIT DOWELS AT EXPANSION JOINTS ABUTTING WALLS AND STRUCTURES. • NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON THIS SITE, 11. ALL CONCRETE PAVING JOINTS SHALL BE EQUALLY SPACED BETWEEN SHOWN OR NOTED 2• WELLHEAD PROTECTION SIGNS SHALL BE PLACED AT THE SITE TEMPORARILY DURING LIMITS, AND SHALL BE AT 90° ANGLES TO EDGES OF PAVEMENT AND OTHER JOINTS UNLESS CONSTRUCTION AND PERMANENTLY AT EACH BUILDING AND ADJACENT TO THE OTHERWISE INDICATED. SWALE(S). THE SIGNS ARE INTENDED TO ALERT CONTRACTORS, SUBCONTRACTORS, 12. ALIGN CURB AND GUTTER JOINTS WITH CONCRETE PAVING JOINTS WHERE ADJACENT. 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 AT THE COST OF $15/SIGN. rl PkIU-W-05b DeveADeMC& MV's At"\ 'M�g 0`C ruin Sv LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 9-16-16 1. D L7 Q z to td 0 N 0 + LANDSCAPE ARCHITECTS -F SCHIRMER SAIRE! 0 �orr� K U }> !- aQomnwa waw=wn- Zw0 Tin Wo¢ oaWZm wI ((7 O r- a F U � _ z VeZy) y ;g�Zg� -i c�� 0(b t-��¢ �yo.wUwto� �awmorng o¢oz_w� wgo�srno� W N to azo-*-mwo W Co��w C wwTmww a N O O N irw¢WI_ow U) � L cc zwwpW�K aaswrxz� W CO i C r a) g;u= oo `nz22 i= 0233 W J U v 3:61 to Q =0L� wwzm�-zlx i w=,-xt- ¢ t!1 M IL Ua�'Y`=w= mcna i�cor- 84 i INA N 0 Z z 1- 0'n W 0 LLI W lz N 0 w CO) J ui Q _W Q. V (CL Z V. W Z W ® W an w ® J 2 .Ja 0 = LLQ > W Zt!) 3.0 '00 W 0 _ N s 0* SCALE i' = 30' - V 0 is 30 60 Revisions # Date Description C7 z w Lu m V !* (0 _ co tp (6 W ca Cn 3 `7 W O 0 m :' ttlDo > o 10 10 Ia.o L3mO 1. D L7 Q z to td 0 N 0