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HomeMy WebLinkAboutPlan, Tentative APPLICANT 5/2/20191 T. v tiKUAUW Y ZONING c I ST. d COMMUNITY COMMERCIAL 100 J T. c F r EAST o DE LIE COMMUNITY COMMERCIAL I S RESIDENTIAL HEAVY INDUSTRIAL H T. N I � 0 ST. �__j n -G Q Q F � c FST. �' f CO v~i Q I— v -j E T d— Fo 0 0 D T 500 T PA K B ST czv � 1s 0 tz- ,z- Iz o 00 rn A T 0 Y VICINITY MAP NO SCALE PARKER MODOC _ ST WILLAMALANE 1000 PARK FST E ST kALl DST 500 C ST BST - 1 _ ST 126 SITE I t-71 G I ST FST E 00 ROLAND ZONING AND METRO PLAN DESIGNATION OF PROPERTIES WITHIN 100 FEET OF THE SITE PER SDC 35.040(1)(i): DIRECTION USE ZONING METRO PLAN NORTH RESIDENTAL COMMUNITY COMMERCIAL COMMUNITY COMMERCIAL SOUTH RESIDENTIAL HEAVY INDUSTRIAL HEAVY INDUSTRIAL EAST RESIDENTIAL COMMUNITY COMMERCIAL COMMUNITY COMMERCIAL WEST RESIDENTIAL HEAVY INDUSTRIAL HEAVY INDUSTRIAL N \\t C.L. �"SOUTH "A" ST. \ B o \�' >- EX. CURB & GUTTER D I wV EX. SIDEWALK- i --- _-- EX 16" W i - -- ---- ----'- '- ------ --- ---C m �---- _ --------- x x 175.08' X o 0 _ 0 4y o J 0 1 Ji o , E O EXISTING 6' HIGH O _ CHAINLINK FENCE I ❑ ( CO3❑ N ❑ I) EX. CAR II WASH L: ELI' _ o l J l LL(jLND W- ~-~-470- - EXISTING MAJOR CONTOUR AND ELEVATION _ EXISTING MINOR CONTOUR EX.42" S.D. SCALE. _ I - — — — — — — - EXISTING STORM DRAIN AND SIZE! I 175.07' {, I EX. 8 W.W. EXISTING WASTE WATER AND SIZE — - -®X �'-G L -- - -------------- - - - - -- - - - - - - o EX 8» W EXISTING WATER LINE AND SIZE EXISTING POWER POLE E EXISTING STREET LIGHT FIRE HYDRANT 0 EXISTING WASTEWATER MANHOLE EXISTING STORM DRAIN MANHOLE P.U.E. PUBLIC UTILITY EASEMENT SHEET INDEX 1 SITE ASSESSMENT OF EXISTING CONDITIONS 2 SITE PLAN 3 GRADING PLAN 4 UTILITY PLAN NOTES: 1. APPLICANT/OWNER: STEVE DAVEY 2. APPLICANT'S REPRESENTATIVE: THE FAVREAU GROUP. 3750 NORWICH AVE., EUGENE, OR 97408, 541-683-7048. 3. 17-03-36-32 TAX LOT 7204 4. WATER, POWER, GAS, TELEPHONE AND CABLE SHALL BE LOCATED IN THE PUBLIC RIGHT OF WAY. 6. OMIT 7. ELECTRICAL TRANSFORMER LOCATIONS, IF ANY, SHALL BE DETERMINED DURING THE DESIGN PHASES. 8. SEE VEGETATION PLAN FOR STREET TREES AND ADDITIONAL PLANTINGS. 9. DEVELOPMENT AREA = 20,500 SQUARE FEET. 10. PROPOSED RIGHT OF WAY =NONE 11. PROPOSED IMPERVIOUS AREA = 16,620 SQUARE FEET. 12. THE PROPOSED DEVELOPMENT IS LIGHT INDUSTRIAL. 17. ZONING AND COMPREHENSIVE PLAN LAND USE DESIGNATION: HEAVEY INDUSTRIAL. 18. BENCHMARK: POINT NO. 231, NOAA STAINLESS STEEL ROD IN MON CASE ±150' E OF SE COR Q S EDGE S/W & 6' E OF PP#72072 ELEV. = 467.98 (NAVD 1988). 19, THE NEAREST FIRE HYDRANT IS AT THE NORTHWEST CORNER OF SOUTH A STREET AND SOUTH 15TH STREET. 20. THE NEARWST TRANSSIT FACILITY IS LOCATED ON THE SOUTH SIDE OF S. A STREET. 300 FEET WEST OF THE SITE. EASEMENTS �A POLE EASEMENT ALONG SOUTH PROPERTY LINE PER B374, P667 © 5' SLOPE EASEMENT PER DOC.# 1952-088859 C 7' PUBLIC UTILITY EASEMENT PER DOC.# 1987-051057 D 10' PUBLIC UTILITY EASEMENT PER DOC.# 1987-051058 E PRIVATE DRAINAGE EASEMENT PER DOC.# 1988-000065 SOIL TYPES #76 MALABON URBAN COMPLEX, CROUP C, WELL DRAINED FEMA THE SITE IS ZONE 'X' AS SHOWN ON FIRM COMMUNITY PANEL NO. 41039C1134 F, DATED 2 JUNE 1999. NO BASE FLOOD ELEVATION ROBERTS SURVEYING, INC. P.O. BOX 7155 DETERMINED SPRINGFIELD , OR 97475 541-345-1112 WELLHEAD PROTECTION OWNER: NIKKO INVESTMENTS, LLC SITE IS LOCATED WITHIN THE 99 YEAR TIME OF TRAVEL ZONE. SPRINGFIELD, OR 97478 r� v X W EX. OFFICE BLDG. 1,866 SQUARE FEET �J f I EX. SHOP BLDG. -- �� 3,000 SQUARE FEET O — 1 EX, SH -D J I J I i '( I 0; s AREA 0 o 2 1Co � � ' 00 ° J 258.46' I — I ?-- J, I ❑ o ---_EX 18 `''. - _--__ -' — _.'',-_•-___ _ '` _ _.. 81.6 a � I o� — -�, EX, 24„ S L 30 U l I I I 0 _._._..__..______._.____ , z (D —j Z C W J �M w i' U) w a 1— 0 w O rt a a r2 o Z ao w W 0 w F V 9 0 z Co o Co w W w QLo Z U o0 0 W oW z0 Cl .J Loua > `Y' `w`RR ,� 5PRpFFs�i Cate Received � �C z #18240 P MAY 04, 201 -- ON J ®nginal Submittal �0°Fc. 31,199` NYJ-F EXPIRES DEC. 31, 2019 SHEET 1 OF 4 N (-D0 I o� N I � 0 �__j n X Q Q F � 0 Q I— rn i 0 Q d— Fo 0 0 r2 o Z ao w W 0 w F V 9 0 z Co o Co w W w QLo Z U o0 0 W oW z0 Cl .J Loua > `Y' `w`RR ,� 5PRpFFs�i Cate Received � �C z #18240 P MAY 04, 201 -- ON J ®nginal Submittal �0°Fc. 31,199` NYJ-F EXPIRES DEC. 31, 2019 SHEET 1 OF 4 1. THE EXISTING BILLBOARD SIGN IS TO BE REMOVED, 2. THE APPLICANT SHALL INSTALL ALL TRAFFIC CONTROL DEVICES AND STREET NAME SIGNS AS NECESSARY TO SUPPORT THE PROPOSED DEVELOPMENT. 3. THE TRASH ENCLOSURE TO BE A 6' CYCLONE FENCE WITH LOCKING GATE AND METAL COVER. 4. NO MECHANICAL DEVICES FOR THE BUILDING ARE PROPOSED. PLANNING NOTES: 1. EXISTING BUILDING AREA = 1,595 S.F. 2. PROPOSED BUILDING FOOTPRINT: 5,041 S.F. 3. EXISTING IMPERVIOUS AREA = 10,850 S.F. 4. PROPOSED IMPERVIOUS AREA = 16,620 S.F. 5. PROPOSED LANDSCAPE AREA = 3,880 S.F. 6. PARKING CALCULATIONS: VEHICLE PARKING: WAREHOUSE: 1 SPACE/500 X 5041 S.F. = 10 SPACES REQUIRED TOTAL = 13 SPACES PROVIDED BICYCLE PARKING WAREHOUSE: 3 SPACES TOTAL = 3 SPACES PROVIDED INDOORS EASEMENTS �A POLE EASEMENT ALONG SOUTH PROPERTY LINE PER B374, P667 �B 5' SLOPE EASEMENT PER DOC.# 1952-088859 C 7' PUBLIC UTILITY EASEMENT PER DOC.# 1987-051057 D 10' PUBLIC UTILITY EASEMENT PER DOC.# 1987-051058 E PRIVATE DRAINAGE EASEMENT PER DOC.# 1988-000065 R/W 17' CL 5.5' 2%_ PROPOSED SIDEWALK 2% 12' PROPOSED CURB `-4" OF LEVEL 2 3/4" A.C. IN TWO LIFTS OVER 12" OF 3/4" - 0 AGGREGATE STA. 11+88.82 - 13+08.13 TYPICAL SECTION 15TH ST. NO SCALE R/W CL 17' 8' 5.5' 2% PROPOSED SIDEWALK 2% 12' I 2% ----------------------------- EXISTING GRAVEL R/W EXISTING CURB R/W C.L. SOUTH "A" ST. PROPOSED CURB-// \14" OF LEVEL 2 3/4" A.C. IN TWO EXISTING GRAVEL LIFTS OVER 12" OF 3/4" 0 AGGREGATE STA. 10+55.00 - 11+88.82 TYPICAL SECTION 15TH ST._ C� L Sp T oB" NO SCALE 1 � 1-tate Received MAY O 019 Original Submiifal e T 0 w a 0 Q W m m n it w uj W a m z a z E W W Z_ z W J U �, � z W_ w W F - z � rYo �y af L� O O� v 1— m U D 0 0 W W Z y 0 U U w w = o U 0 co Cl O a' Z 00 U -)W cri Z w w I o Z a 0 o R. w Q 0 ON O;J. �F�. 31.1995 Y F P PIKES DEC. 31, 2019 SHEET 2 OF 4 VARIES "/-/ - 3.5" DIAMETER OPENING 0 466.7± BOTTOM a 2' 1 MPy 1468175± TOP 24" OF TOP SOIL ` 6" SAND 1. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE GROWING MEDIUM, AT THE BASE OF THE POND SHALL BE A MINIMUM OF 24 INCHES THICK. 2. THE BASE OF THE POND SHALL INCLUDE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE OF SAND, NATIVE SOIL, LOAM, AND COMPOST. THE FRACTION OF ORGANIC CARBON (FOC) IN THE CONSTRUCTED MEDIUM SHALL BE A MINIMUM OF 0.20 (I.E., 40-50%) ORGANIC MATTER. IF THE GROWING MEDIUM DOES NOT CONFORM TO THIS MINIMUM FOC REQUIREMENT, THEN THE CONSTRUCTED MEDIUM WOULD BE PLACED IN ADDITION TO THE REQUIRED GROWING MEDIUM. 3. SEED MIX SHALL AS FOLLOWS OR APPROVED EQUAL. Grassy Swale Native Seed Mix Percentages are by weight: Hordeum brachyantherum (Meadow Barley) = 25% Donthonia colifornica (California Oat—grass) = 15% Elymus glaucus (Blue Wild Rye) = 10% Bromus corinatus (California Brome) = 10% Festuca romerii (Roemer's fescue) = 10% Deschompsia cespitosa (Tufted hairgrass) = 10% Agrostis exorato (Spike bentgross) = 10% Alopecurus geniculatus (Water foxtail) = 5% Deschompsio elongato (Slender hairgrass) = 5% EQUAL NUMBER OF PLANTS FOR EACH ZONE SPACED ONE FOOT ON CENTER OVER THE ENTIRE FACILITY ZONE A (BELOW ELEVATION 488.05) ZONE B (ABOVE ELEVATION 488.05) CAREX OBNUPTA 4" POTS CAMASSIA QUAMASH 4" POTS JUNCOS PATENS 4" POTS DESCHAMPSIA CAESPITOSA 4" POTS POND DETAIL NO SCALE 468.27 T 6" C.F. 468.14 T.C. 467.66 F.L. 467.73 F.L. 6" C.F. 0" C.F. 0" C.F. EXISTING CURB & GUTTER 3.53' /1 7.06' ADJUST EXISTING WATER METER TO GRADE 6" CURB 7.5% N 7.5% MAX. �. zz Q MAX. co J 0 I � 6.5' CL 6.5' WING WING \_ 468.24 F.S. ' 467.76 F.S. 25' DISI VE WA Y DETAIL SCALE: 1" _ 5' EASEMENTS GA POLE EASEMENT ALONG SOUTH PROPERTY LINE PER B374, P667 © 5' SLOPE EASEMENT PER DOC.# 1952-088859 C 7' PUBLIC UTILITY EASEMENT PER DOC.# 1987-051057 D 10' PUBLIC UTILITY EASEMENT PER DOC.# 1987-051058 E PRIVATE DRAINAGE EASEMENT PER DOC.# 1988-000065 467.83 F.S./I 468.31 F.S. CONSTRUCTION NOTES G CONSTRUCT 4" AC OVER 12" OF CRUSHED ROCK G2 CONSTRUCT 6" CURB & GUTTER G3 CONSTRUCT 6" CURB ONLY O CONSTRUCT CONCRETE WALK, FLUSH WITH ASPHALT 50 RECONSTRUCT MODIFIED DRIVEWAY PER CITY STANDARD 3-20 WITH COMMERCIAL SECTION (8" THICK WITH REBAR, #4 — 12" O.C., 2" ABOVE OF BOTTOM OF SLAB), SEE DETAIL HEREON ® CONSTRUCT CURB RETURN AND ADA RAMP PER ODOT STD. DWG RD757, OPTION "H" AND DETAIL HEREON W 9.5' RADIUS ODOT STD. DWG. TM240 c� 467.67 F.L. Pq 0" C.F. TRUNCATED DOME CENTERLINE OF RAMP AT M.O.C. `� 1 467.62 F.L. 0" C.F. s- � 15' RADIUS 467.72 F.S. 467.53 F.L. O E.C.R. � 5.5' ADA RAMP DETAIL SCALE: 1" _ '4', 5 468.21 T.C. 6" C.F. 6" C.F. ESTIMATED EARTHWORK CUT = 200 C.Y. FILL = 200 C.Y. SOIL TYPES #76 MALABON URBAN COMPLEX, CROUP C, WELL DRAINED FEMA THE SITE IS ZONE 'X' AS SHOWN ON FIRM COMMUNITY PANEL NO. 41039C1134 F, DATED 2 JUNE 1999. NO BASE FLOOD ELEVATION DETERMINED WELLHEAD PROTECTION SITE IS LOCATED WITHIN THE 99 YEAR TIME OF TRAVEL ZONE. C.L. SOUTH a�A�, ST. C> ------ �� Date Recemm, MAY 1 2019 6 W O 0. Q CL Z) NO I0. V Q W W m LL w a W w a _ z z a (D z Fy W Z_ (.% z W J i �, N zz O J 0 I � CL n- X Q Q W_ LU r) X W z Q W _ ry a - W o i 0 WO F_ < 0 LL_0O v co U Cl - 6 W O 0. Q CL Z) NO I0. V Q W W m LL w a W w a _ z z a (D z Fy W Z_ (.% z W J i �, Uj V- Q 0 co O0) ZDf 00 LOw M Z W 0 W rl O ZC� F- 0- _ R U) C o � 0. PROFFS �C:, 11VEth #18240 P`" 7 9 ON J xODf 31,1995 NYJ.FP EXPIRES DEC. 31, 2019 SHEET 3 OF 4 N O 0 I � O n- X Q Q X Q I— i 0 WO F_ < 0 0 Uj V- Q 0 co O0) ZDf 00 LOw M Z W 0 W rl O ZC� F- 0- _ R U) C o � 0. PROFFS �C:, 11VEth #18240 P`" 7 9 ON J xODf 31,1995 NYJ.FP EXPIRES DEC. 31, 2019 SHEET 3 OF 4 NTOTFq 1. ALL UTILITIES SHALL BE PLACED UNDERGROUND EASEMENTS �A POLE EASEMENT ALONG SOUTH PROPERTY LINE PER B374, P667 © 5' SLOPE EASEMENT PER DOC.# 1952-088859 C 7' PUBLIC UTILITY EASEMENT PER DOC.# 1987-051057 D 10' PUBLIC UTILITY EASEMENT PER DOC.# 1987-051058 E PRIVATE DRAINAGE EASEMENT PER DOC.# 1988-000065 CONSTRUCTION NOTES 11 INSTALL 6' WIDE RIP RAP APRON, 6" OPEN ROCK 12 CONNECT TO EXISTING INLET 13 INSTALL 6" DIA. PVC SDR35 DRAIN PIPE, 14 INSTALL 10" DIA. PVC SDR35 DRAIN PIPE, 15 INSTALL OIL/WATER SEPARATOR INLET PER DETAIL HEREON 16 INSTALL CLEANOUT PER CITY STANDARDS @)INSTALL 6" DIA. PVC SDR35 WASTEWATER PIPE 21 INSTALL 6" INLET 22 INSTALL TRENCH DRAIN PER ARCHITECT'S PLAN 23 INSTALL WASTEWATER CLEANOUT PER CITY STANDARDS 24 INSTALL 2" PVC SCH 40 WASTEWATER LINE 25 CONNECT TO EXISTING 4" WASTEWATER LATERAL 26 INSTALL WASTEWATER PUMP ^' "^ PLATE LID BIKE PROOF, HEAVY DUTY TRAFFIC GRATE, SUPPORTS AASHO H2O -S16-44 LOADIN N 1 53 1/4" TOP VIEWS 4 2 1/2" X 2 1/2" X 3/16" SAND TRAP W/ HINGED LID w O F.8.1 /4"X3" F.B.1 /4"X3" STIFFENER STIFFENER 48" BOX FABRICATED FROM 10 GA. MAT. SE'C'TION VIEWS 15 G "SON STEEL SA1�_D Co_L�'CT01? CATCH STATE APPROVED ASF HALT DIPPED BASIN �cl 11 C.L. SOUTH "A" ST. T, CD FX. 421 SD. i Z_ R W W Z �_n V z W A U w Q 0 Q _1 z w w E :>: 0 z n ry o � v cy o O I— m U n w N— Nr U oo O °) Z IY OD Lo LLI m W W I o Z CL 0 oLLJ w cl PROFS �C I N'� `SOS #18240 P� 9 a -0N J 31,1995 V��P oNyJ.FPV EXPIRES DEC. 31, 2019 SHEET 4 OF 4 Adjustable LED Slim Wall Packs FEATURES Delivering Full Cutoff or Semi Cutoff Light Distribution D. wk 'k' pw ;0 4��f�-s �AZ5,Udes *W-64 r0-27?V%,�,at�, X'o "I"N' 2 bmlm� PACK. MODEL #70746 WITH 90 WATT LED. TOPAZ LED ADJUSTABLE ARCHITECTURAL SUM WALL PACK. MODEL #70744 WITH 40 WATT LED. 11TOPAZ LED Adjustable Architectural Slim Wall Packs PLOtRAL voltqa: 1202"V' (01' Awts. Ftat.'i uf.: 50,000 (00) CA470 cMS0xK A.*kM t—F, •43 -" 1-M.' T44M,.0 y. saw hatry 9n Inj T�fl Aq­ ..... . .. . ........... bNXIFMATIONS .' ORDER INFO F&Wp/W/50K'$z1m 70M YRMIMA 30 I)MO Iom Y-&WP/40/%W/bA$0 70744 7$11)=7641 40 Ow I" F-AVyp/70/S0y1Sz-" 10745 751}}9' ,;7 m 7A00 2501v S;.,,dd I FAWP/90/30K/RTOM Mmmws M1 v NOMENCLATURE UmO,- F AWf/-"/W/A7 #ze— F4 e'w, —;ie.w $ I -If kat.6 I U-M-n0_142 �Wi J AA mm� Meltebeke Construction 3210 Boardwalk Ave Eugene, OR 97401 (541) 343-3561 Fax(541)686-2400 Info@Meltebeke-com CCB#4427 OWNER WHAREHOUSE 2018 DAVEY THE COPYRIGHT OF MELTEBEKE CONSTRUCTION. NO USE, COPIES OR REPRODUCTIONS TO BE MADE WITHOUT CONSENT FROM MELTEBEKE I MARK I DATE I DESCRIPTION I PROJECT NO: JOB#C005 CAD DWG FILE: 014—E3.01 EXTERIOR LIGHTING PLAN.DWG DRAWN BY: xxx CHK'D BY: xxx COPYRIGHT: SHEET TITLE EXTERIOR LIGHTING P LAN SHEET 014 E3. 01 OF — SOUTH'A'STREET + PLANT SCHEDULE KEY JQTY. I BOTANICAL NAME ICOMMONNAME I MIN. SIZE I COMMENTS TREES GENERAL NOTES: PLANTING LEGEND ACG - Acer griseum Paper Bark Maple 1.5" cal. multi stem, B&B, matching, full Blue Jeans California Lilac 5 gal. ACR Acer rubrum 'Red Sunset Red Sunset Maple 2" cal. Matching, limbed up to approx. 6 ft. GIBA Ginkgo biloba 'Autumn Glory' Maidenhair Tree 2" cal. Matching, limbed up to approx 6 ft. IRRIGATION SYSTEM DESCRIPTION: Pacific Wax Myrtle TITO Tilia tomentosa Silver Linden 2" cal. Matching, limbed up to approx. 6 ft. GENERAL NOTES: PLANTING LEGEND Strawberry Tree 5 gal. 1. PLANT MATERIAL FOR REQUIRED LANDSCAPE AREAS TO BE SELECTED FROM CITY OF SPRINGFIELD DEVELOPMENT CODE CEB Ceanothus x'Blue Jeans' Blue Jeans California Lilac 5 gal. matching, full CIPS Cistus x pulverulentus'Sunset 2. SEE CIVIL ENGINEER'S PLANS AND DETAILS FOR STORMWATER FACILITY DESIGN, SPECIFICATIONS AND OVERALL SITE PLAN. + EXISTING STREET TREES TO REMAIN SHRUBS JUE (JUNCOS EFFUSUS) IRRIGATION SYSTEM DESCRIPTION: Pacific Wax Myrtle 5 gal. matching, full NADL - Nandina domestica'Lemon Hill' PERENNIALS/ GROUNDCOVER JUP (JUNCUS PATENS) ® 1. AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM WILL BE PROPOSED TREES 0 Prunus laurocerasus'Otto Luyken' Otto Luyken English Laurel PROVIDED FOR ALL LANDSCAPE AREAS. matching, full PLMV Prunus laurocerasus 'Mount Vernon' 2. SYSTEM WILL PROVIDE HEAD TO HEAD COVERAGE. 3 gal. matching, full 7-7-71 3. SYSTEM WILL PROVIDE SEPARATE ZONES FOR DIFFERENT Anthony Waterer Spiraea 3-4' ht. t COSK (CORNUS SERICEA'KELSEYI') SOLAR ORIENTATIONS. Viburnum davidii David Viburnum 3 gal. 4. HEAD LAYOUT WILL MINIMIZE OVERSPRAY ONTO PAVED VIP - Viburnum plicatum tomentosum 1 Double File Viburnum SURFACES. matching, full SHRUBS AUC Arbutus unedo 'Compacta' Strawberry Tree 5 gal. matching, full CEB Ceanothus x'Blue Jeans' Blue Jeans California Lilac 5 gal. matching, full CIPS Cistus x pulverulentus'Sunset Sunset Rockrose 5 gal matching, full MC - Myrica californica Pacific Wax Myrtle 5 gal. matching, full NADL - Nandina domestica'Lemon Hill' Lemon Hill Nandina 2 gal. matching, full PLO Prunus laurocerasus'Otto Luyken' Otto Luyken English Laurel 5 gal. matching, full PLMV Prunus laurocerasus 'Mount Vernon' Mount Vernon Laurel 3 gal. matching, full SPJA - Spiraea japonica 'Anthony Waterer' Anthony Waterer Spiraea 3-4' ht. matching, full VID Viburnum davidii David Viburnum 3 gal. matching, full VIP - Viburnum plicatum tomentosum 1 Double File Viburnum IT ht. matching, full GROUNDCOVERS, PERENNIALS, GRASSES AND BULBS PEAH - Pennisetum alopercuroides'Hameln' Hameln Fountain Grass I 2 gal. matching, full RFG - Rudbeckia fulgida'Goldsturm' Goldsturm Black -Eyed Susan 1 gal. 15" o.c. STORMWATER PLANT SCHEDULE KEY QTY. BOTANICAL NAME COMMON NAME MIN. SIZE COMMENTS ALR - Alnus rubra RedAr 2" cal. Matching, BENC matching, full I Betula nigra 'Cully' Heritage Birch 8' ht. multi -stem, full, B&B COSE Cornus alba 'Elegantissima' Isanti Red -Osier Dogwood 3 gal. matching, Full MAA - Mahonia auquifolium Oregon Grape 5 gal. matching, full SPB - Spiraea betulifolia Shiny -leaf Spiraea 3 gal. matching, full SPD - Spiraea douglasii Western Spiraea 3-4' ht. matching, full GROUNDCOVERS 'OSK Cornus sericea'Kelseyi' Dwarf Redtwig Dogwood 3 gal. matching, full IUE Juncus effusus Soft Rush B.R. plugs vernal pools IUPE - Juncus patens'Elk Blue' Elk Blue Rush B.R. plugs vernal pools Pik- t't�✓'e� p� MAY 0 2 2019 FOR SITE REVIEW x M111 I 1604 0 5 10 20 40 80 SCALE: 1"=20'-O" 7LA 474 Willamette Street Suite 305 Eugene, Oregon 97401 P 541.683.5803 F 541.683.8183 www.DLAdesign.com ,ISTl 279 N David J. Dougherty [—t OREGON E A a Date: 04.24.19 Drawn By: LS Checked By: DJD Submission: LANDSCAPE PLAN Revisions DLA INC. COPYRIGHT 2011