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HomeMy WebLinkAboutPlan, Tentative APPLICANT 5/15/2019VICINITY IAP NO SCALE ZONING AND METRO PLAN DESIGNATION OF PROPERTIES WITHIN 100 FEET OF THE SITE PER SDC 35.040(1)(i): DIRECTION ZONING & METRO PLAN DESIGNATION NORTH MEDIUM DENSITY RESIDENTIAL & MIXED USE COMMERCIAL SOUTH LIGHT -MEDIUM INDUSTRIAL EAST LOW DENSITY RESIDENTIAL WEST MEDIUM DENSITY RESIDENTIAL & MIXED USE COMMERCIAL EASEMENTS A BLANKET EASEMENT FOR DITCH MAINTENANCE PER B121, P066 IB 10 -FOOT PUBLIC'' UTILITY EASEMENT PER DOCUMENT NO. 1993-60016 C PRIVATE ACCESS EASEMENT PER DOCUMENT NO. 2015-035757 D EXISTING 7 -FOOT PUBLIC UTILITY EASEMENT E EXISTING 30 -FOOT PUBLIC UTILITY EASEMENT PER ORD. 5934, REEL 2578R-069966 SHEET INDEX 1 SITE ASSESSMENT OF EXISTING CONDITIONS 2 TENTATIVE SUBDIVISION PLAN 3 GRADING PLAN 4 UTILITY PLAN X w 74 EM 0 E E B�X `Zi- 0 QWEST PED I I I I I I . I �a I I ( I I I i Q J W CL W r W U) W Z w 0 Q U) Lu Q u) _! LEGEND --490-��-- - EXISTING MAJOR CONTOUR AND ELEVATION N EXISTING MINOR CONTOUR _ _EX. 12" S.D. _ EXISTING STORM DRAIN AND SIZE EX. 8" W.W. EXISTING WASTE WATER AND SIZE EX_8" W EXISTING WATER LINE AND SIZE - -5-YEAR TT- - EXISTING TIME OF TRAVEL LINES C-ob EXISTING POWER POLE EXISTING STREET LIGHT FIRE HYDRANT 0 EXISTING WASTEWATER MANHOLE EXISTING STORM DRAIN MANHOLE O P.U.E. PUBLIC UTILITY EASEMENT TPED o TELEPHONE PEDESTAL EASEMENTS A BLANKET EASEMENT FOR DITCH MAINTENANCE PER B121, P066 IB 10 -FOOT PUBLIC'' UTILITY EASEMENT PER DOCUMENT NO. 1993-60016 C PRIVATE ACCESS EASEMENT PER DOCUMENT NO. 2015-035757 D EXISTING 7 -FOOT PUBLIC UTILITY EASEMENT E EXISTING 30 -FOOT PUBLIC UTILITY EASEMENT PER ORD. 5934, REEL 2578R-069966 SHEET INDEX 1 SITE ASSESSMENT OF EXISTING CONDITIONS 2 TENTATIVE SUBDIVISION PLAN 3 GRADING PLAN 4 UTILITY PLAN X w 74 EM 0 E E B�X `Zi- 0 QWEST PED I I I I I I . I �a I I ( I I I i Q J W CL W r W U) W Z w 0 Q U) Lu Q u) _! Q p W W z C) in w w = (n U NOTES: �/ - -- - -- ---```_ _ _ �- I r�(� Cq 1. APPLICANT/OWNER: RICHARD LARSON��-�� - -------- -- 2. APPLICANT'S REPRESENTATIVE: / THE FAVREAU GROUP. 3750 NORWICH AVE., EUGENE, OR 97408, 541-683-7048. 3. 17-02-30-23 TAX LOT 105,CL 4. WATER, POWER, GAS, TELEPHONE AND CABLE SHALL BE LOCATED IN THE PUBLIC RIGHT OF WAY. 6. OMIT / ---- _-- - I I I {� Corr 7. ELECTRICAL TRANSFORMER LOCATIONS SHALL BE DETERMINED DURING THE DESIGN PHASES. 00 / �� 1�n,�5 Q Z 8. SEE VEGETATION PLAN FOR STREET TREES AND ADDITIONAL PLANTINGS. I I I ( U tp C� w C° 9. DEVELOPMENT AREA = 19,950 SQUARE FEET. I W 10. PROPOSED RIGHT OF WAY = 0.0 ACRES W _ 11. PROPOSED IMPERVIOUS AREA = 14,600 SQUARE FEET. _ _ I I Q Z U Co 12. THE PROPOSED DEVELOPMENT IS LIGHT MEDIUM INDUSTRIAL. 13. GROSS FLOOR AREA, PARKING AND LANDSCAPE AREA CALCULATIONS ARE NOT APPLICABLE TO THIS I -'--= ' -� _ Wi!r APPLICATION. 14. OPEN SPACE: 0.0 ACRES ( I ( ®a� eC�1V�d } � W z w 15. ZONING AND COMPREHENSIVE PLAN LAND USE DESIGNATION: LOW DENSITY RESIDENTIAL. ( o Q � O 16. BENCHMARK: BC AT N EDGE AC 5' W OF STOP SIGN, NEC INTERSECTION "RWD BM 1964" ELEV. = 472.43 I ( I MAY 15 2013 uj u- _j � z 0-w>_ wo (NAVD 1988). I I L 17. THE NEAREST FIRE HYDRANT IS 60 FEET SOUTHWEST OF THE SITE ON N 31ST ST. ( I Submittal q� = U w ®ng►r►al SOIL TYPES. i I I I #118 SALEM GRAVELLY SILT LOAM, SOIL GROUP B, WELL DRAINED GRAPHIC SCALE 20 0 10 20 40 80' FEMA THE SITE IS ZONE 'X' AS SHOWN ON FIRM COMMUNITY PANEL N0. ( IN FEET ) 41039C1134 F, DATED 2 JUNE 1999. NO BASE FLOOD ELEVATION 1 inch = 20 ft. WELLHEAD PROTECTION SITE IS LOCATED WITHIN THE 5 YEAR TIME OF TRAVEL ZONE. Q C o O R U) o w 1 EXPIRES DEC. 31, 2019 SHEET 1 OF 4 N 0 to N O O d. X Q Q uj 0 Q I— 0 z Q Fo 0 0 Q p W W z C) in w w = (n U NOTES: �/ - -- - -- ---```_ _ _ �- I r�(� Cq 1. APPLICANT/OWNER: RICHARD LARSON��-�� - -------- -- 2. APPLICANT'S REPRESENTATIVE: / THE FAVREAU GROUP. 3750 NORWICH AVE., EUGENE, OR 97408, 541-683-7048. 3. 17-02-30-23 TAX LOT 105,CL 4. WATER, POWER, GAS, TELEPHONE AND CABLE SHALL BE LOCATED IN THE PUBLIC RIGHT OF WAY. 6. OMIT / ---- _-- - I I I {� Corr 7. ELECTRICAL TRANSFORMER LOCATIONS SHALL BE DETERMINED DURING THE DESIGN PHASES. 00 / �� 1�n,�5 Q Z 8. SEE VEGETATION PLAN FOR STREET TREES AND ADDITIONAL PLANTINGS. I I I ( U tp C� w C° 9. DEVELOPMENT AREA = 19,950 SQUARE FEET. I W 10. PROPOSED RIGHT OF WAY = 0.0 ACRES W _ 11. PROPOSED IMPERVIOUS AREA = 14,600 SQUARE FEET. _ _ I I Q Z U Co 12. THE PROPOSED DEVELOPMENT IS LIGHT MEDIUM INDUSTRIAL. 13. GROSS FLOOR AREA, PARKING AND LANDSCAPE AREA CALCULATIONS ARE NOT APPLICABLE TO THIS I -'--= ' -� _ Wi!r APPLICATION. 14. OPEN SPACE: 0.0 ACRES ( I ( ®a� eC�1V�d } � W z w 15. ZONING AND COMPREHENSIVE PLAN LAND USE DESIGNATION: LOW DENSITY RESIDENTIAL. ( o Q � O 16. BENCHMARK: BC AT N EDGE AC 5' W OF STOP SIGN, NEC INTERSECTION "RWD BM 1964" ELEV. = 472.43 I ( I MAY 15 2013 uj u- _j � z 0-w>_ wo (NAVD 1988). I I L 17. THE NEAREST FIRE HYDRANT IS 60 FEET SOUTHWEST OF THE SITE ON N 31ST ST. ( I Submittal q� = U w ®ng►r►al SOIL TYPES. i I I I #118 SALEM GRAVELLY SILT LOAM, SOIL GROUP B, WELL DRAINED GRAPHIC SCALE 20 0 10 20 40 80' FEMA THE SITE IS ZONE 'X' AS SHOWN ON FIRM COMMUNITY PANEL N0. ( IN FEET ) 41039C1134 F, DATED 2 JUNE 1999. NO BASE FLOOD ELEVATION 1 inch = 20 ft. WELLHEAD PROTECTION SITE IS LOCATED WITHIN THE 5 YEAR TIME OF TRAVEL ZONE. Q C o O R U) o w 1 EXPIRES DEC. 31, 2019 SHEET 1 OF 4 NOTES: 1. EXISTING BUILDING AREA = 0 S.F. 2. PROPOSED BUILDING FOOTPRINT: 5,075 S.F. 3. EXISTING IMPERVIOUS AREA = 0 S.F. 4. PROPOSED IMPERVIOUS AREA = 16,620 S.F. 5. PROPOSED LANDSCAPE AREA = 3,880 S.F. 6. TRANSIT FACILTY IS LOCATED APPROXIMATELY 1600 FEET SOUTH ON THE EAST SIDE OF N. 28TH ST. AND R ST. 7. PARKING CALCULATIONS: VEHICLE PARKING: WAREHOUSE: 1 SPACE/500 X 5075 S.F. = 10.2 SPACES REQUIRED TOTAL = 11 SPACES PROVIDED BICYCLE PARKING WAREHOUSE: 1 SPACE /3000 X 5075 = 1.7 SPACES TOTAL = 2 SPACES PROVIDED INDOORS EASEMENTS A BLANKET EASEMENT FOR DITCH MAINTENANCE PER B121, P066 IB 10 -FOOT PUBLIC UTILITY EASEMENT PER DOCUMENT NO. 1993-60016 C PRIVATE ACCESS EASEMENT PER DOCUMENT NO. 2015-035757 D EXISTING 7 -FOOT PUBLIC UTILITY EASEMENT E EXISTING 30 -FOOT PUBLIC UTILITY EASEMENT PER ORD. 5934, REEL 2578R-069966 o.T SCALE: 1 " = 20' 1� Doo Date Received MAY 15 Lj Original Submittal no z o � W a) CL > O m W z o Q U) W J 0 w 00 w a n. a 0- D O D Q w } m Lu o LL a w w Lt a z g a 0 z 2 w z tD z w \J L, PA �?ZGN- 0 0 LJ W Z Y LLJ Ld _ 0 U W� QLo �Co o0) Z W o0 Low M Lu CD W a ti o Z PO a � fn M w 0.1 w 0 ll�GON J �£C. 3L O Q EXPIRES DEC. 31, 2019 SHEET 2 OF 4 N I 0 ► o N �- O 1 1-- 0 n x Q � w �- 0 x Q E -- i 0 z Q �CD 0 0 PA �?ZGN- 0 0 LJ W Z Y LLJ Ld _ 0 U W� QLo �Co o0) Z W o0 Low M Lu CD W a ti o Z PO a � fn M w 0.1 w 0 ll�GON J �£C. 3L O Q EXPIRES DEC. 31, 2019 SHEET 2 OF 4 CONSTRUCTION NOTES CONSTRUCT 4" AC OVER 12" OF CRUSHED ROCK O CONSTRUCT 3' WIDE CONCRETE VALLEY GUTTER O3 CONSTRUCT 6" CURB ONLY PER CITY STANDARD 3-5 O4 CONSTRUCT CONCRETE WALK, FLUSH WITH ASPHALT O CONSTRUCT 24' WIDE DRIVEWAY PER CITY STANDARD 3-22 ESTIMATED EARTHWORK CUT = 200 C.Y. FILL = 200 C.Y. SOIL TYPES. #118 SALEM GRAVELLY SILT LOAM, SOIL GROUP B, 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 5 YEAR TIME OF TRAVEL ZONE. EX. SD B stj� y o Cd VARIES 1 475.1f TOP 5,075 S. ! 2 ---- (iz L � 3" DIAMETER OPENING I �.1 �`x I - - -`.. c 474.95 F.F. ` _ MSX. C113472. f BOTTOM 10 S ORM DRAIN�� __ 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. SEE LANDSCAPE PLAN FOR PLANTING. POND .DETAIL NO SCALE EM l ❑ /E B X OWEST PED 1 I SCALE: 1" = 20' 6 w a a CL ON�/ LL Q w Nt `alt t01 -t 00 k-T1P2-- o Q R i ow--iA Larsm C _ z Date e d ;p AY 15 2013 Odginal Submittal -31- L � z w LLJ E 0� r o cl- un rr LL- 0 O v E-- Co O a N-) N _ w >� T) O EM l ❑ /E B X OWEST PED 1 I SCALE: 1" = 20' 6 w a a CL ON�/ LL Q w Nt `alt t01 -t 00 k-T1P2-- o Q R i ow--iA Larsm C _ z Date e d ;p AY 15 2013 Odginal Submittal -31- L � z w LLJ E 0� r o cl- un rr LL- 0 O v E-- Co O a 3 O ZU H a w W 0 R me 00 0 z 00M E2 w UJ w Q Z_ _ n 000 v � � W oW Z 00 _I p- ui > M W CD U W PROFFS I ANT #18240 P`' 7 f ON J YJ.FP�� EXPIRES DEC. 31, 2019 SHEET 3 OF 4 N-) N O >� T) O N O 1I— O r2 x Q Q w �- 0 x Q rn 0 i Q uo Orf 0 0 3 O ZU H a w W 0 R me 00 0 z 00M E2 w UJ w Q Z_ _ n 000 v � � W oW Z 00 _I p- ui > M W CD U W PROFFS I ANT #18240 P`' 7 f ON J YJ.FP�� EXPIRES DEC. 31, 2019 SHEET 3 OF 4 On[ in PLATE Lir) BIKE PROOF, HEAVY DUTY TRAFFIC GRATE, SUPPORTS AASHO H2O -S16-44 LOADIN 53 1/4" TOP VIEWS 4 2 1/2" X 2 1/2" X SAND TRAP W/ HINGED LID I- 6" w t- 0 F.B.1/4"X3" F.B.1/4"X3" STIFFENER 7 STIFFENER CONSTRUCTION NOTES 11 INSTALL 5' WIDE RIP RAP APRON, 6" OPEN ROCK 12 CONNECT TO EXISTING MANHOLE 13 INSTALL 6" DIA. PVC SDR35 DRAIN PIPE, IS)INSTALL 10 DIA. PVC SDR35 DRAIN PIPE, 15 INSTALL OIL/WATER SEPARATOR INLET PER DETAIL HEREON 20 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 CONNECT TO EXISTING WASTEWATER 30 REPLACE EXISTING STREET LIGHT FIXTURE WITH CURRENT CITY LED FIXTURE ESTIMATED EARTHWORK CUT = 200 C.Y. FILL = 200 C.Y. SOIL TYPES. #118 SALEM GRAVELLY SILT LOAM, SOIL GROUP B, 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 5 YEAR TIME OF TRAVEL ZONE. 48" 24" SECTION VIEWS GI.BSON STEEL BOX FABRICATED FROM 10 GA. MAT. SAND COLLECTOR CA TC I .BASIN STATE APPROVED ASPHALT DIPPED 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. SEE LANDSCAPE PLAN FOR PLANTING. POND DETAIL NO SCALE n II X W EM o BX QQWEST PED SCALE: 1 " = 20' Date Received MAY 15 20119 {original Submittal --jam a w 00 m a ¢ CL I 0 Q w ct CQCa w LL (u w ix a z z J a z R w �Z V z w J A, u � z W w z r o � Y LL- 0 o I- m C) o 0 0 w w Z Y U W W w't ¢U Uw 0 a' Z W C0 Low M Z W Ca Lu ti ?, 10 ►.h EXPIRES DEC. 31, 2019 SHEET 4 OF 4 N 1 0 to N 0 I � o X Q w Q �- 0 X Q rn T 0 Q I 0 F O 0 0 0 w w Z Y U W W w't ¢U Uw 0 a' Z W C0 Low M Z W Ca Lu ti ?, 10 ►.h EXPIRES DEC. 31, 2019 SHEET 4 OF 4 -I EXISTING D TO REMAIN S6b *4;o -'s CLEARANCE TRIANGLES PLANT SCHEDULE PLANTING LEGEND KEY JQTY. I BOTANICAL NAME I COMMON NAME MIN. SIZE I COMMENTS TREES EXISTING STREET TREES + TO REMAIN EXISTING STREET TREE + TO BE REMOVED 0 PROPOSED DECIDUOUS TREES • PROPOSED CONIFEROUS TREES . : • ... EXISTING VEGETATION TO REMAIN SMALL SHRUBS / PERENNIALS/GROUNDCOVER 10-00 i COSK (CORNUS SERICEA'KELSEYI') ACR Acer rubrum 'Red Sunset Red Sunset Maple 2" cal. Matching, limbed up to approx. 6 ft. GIB Ginkgo biloba 'Autumn Glory' Maidenhair Tree 2" cal. Matching, limbed up to approx 6 ft. TITO Tilia tomentosa Silver Linden 2" cal. Matching, limbed up to approx. 6 ft. TPH Thuja plicata'Hogan' Hogan Red Cedar 8' ht. Matching, full, B&B TSM Tsuga mertensiana Mountain Hemlock 6' ht. Matching, full, B&B SHRUBS AUC - Arbutus unedo 'Compacta' Strawberry Tree 5 gal. matching, full CAJ Camellia japonica 'Purity' Purity Camellia 5 gal. matching, full EUAC - Euonymus alata 'Compacta' Compact Burning Bush 5 gal matching, full FOG Fothergilla gardenii Dwarf Fothergilla 3 gal. matching, full MC - Myrica caiifomica Pacific Wax Myrtle 5 gal. matching, full PIF Pieris 'Forest Flame' Forest Flame Pieris 5 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 RHC - Rhododendron 'Christmas Cheer' Christmas Cheer Rhododendron 5 gal. matching, full RHU - Rhododendron 'Unique' Unique Rhododendron 5 gal. matching, full SKJ - Skimmia japonica Japanese Skimmia 3 gal. matching, full SPBA Spiraea japonica'Anthony Waterer' Anthony Waterer Spiraea 3-4' ht. matching, full SPBG - Spiraea japonica 'Goldflame' Goldflame Spiraea 5 gal. matching, full SPD - Spiraea douglasii Western spiraea 3-4' ht. matching, full VID - Viburnum davidii David Viburnum 3 gal. matching, full VIP - Viburnum plicatum tomentosum Double File Viburnum 3' ht. matching, full VITS - Viburnum tinus'Spring Bouquet Spring Bouquet Viburnum 5 gal matching, full GROUNDCOVERS, PERENNIALS, GRASSES AND BULBS NAK Narcissus'King Alfred' King Alfred Daffodil bulb matching, full PEAH - Pennisetum alopercuroides'Hameln' Hameln Fountain Grass 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 TREES ALR 1 Alnus rubra I Red Alder 2" cal. Matching, BENC 12 1 Betula nigra'Cully Heritage Birch 8' ht. I multi -stem, full, B&B COSE 8 Comus alba 'Elegantissima' Isanti Red -Osier Dogwood 3 gal. matching, Full COSF 6 Cornus sanguinea'Arctic Sun' Arctic Sun Dogwood 1 gal. matching, full MAA 9 Mahonia auquifolium Oregon Grape 5 gal. matching, full SPD 6 Spiraea douglasii Western spiraea 3-4' ht. matching, full GROUNDCOVERS COSK 41 Cornus sericea'Kelseyi' Dwarf Redtwig Dogwood 3 gal. matching, full JUE 20 Juncus effusus Soft Rush B.R. plugs vernal pools JUPE 147 1 Juncus patens'Elk Blue' Elk Blue Rush B.R. plugs vernal pools o � ate Received MAY 15 21 Original Submittal 0MA-! GENERAL NOTES: 1. PLANT MATERIAL FOR REQUIRED LANDSCAPE AREAS TO BE SELECTED FROM CITY OF SPRINGFIELD DEVELOPMENT CODE 2. SEE CIVIL ENGINEER'S PLANS AND DETAILS FOR STORMWATER FACILITY DESIGN, SPECIFICATIONS AND OVERALL SITE PLAN. IRRIGATION SYSTEM DESCRIPTION: 1. AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM WILL BE PROVIDED FOR ALL LANDSCAPE AREAS. 2. SYSTEM WILL PROVIDE HEAD TO HEAD COVERAGE. 3. SYSTEM WILL PROVIDE SEPARATE ZONES FOR DIFFERENT SOLAR ORIENTATIONS. 4. HEAD LAYOUT WILL MINIMIZE OVERSPRAY ONTO PAVED SURFACES. SITE REVIEW REQUIREMENTS: 1. 45% OF THE TOTAL DEVELOPMENT AREA IS LANDSCAPED.. 20% IS REQUIRED TO MEET CODE OUTLINED IN 3.2-315 BASE ZONE DEVELOPMENT STANDARDS. AD R ♦ A, Wj 0 4 8 16 32 64 SCALE: 1/16" = 1'-0" '! gzo ot: 474 Willamette Street Suite 305 Eugene, Oregon 97401 P 541.683.5803 F 541.683.8183 www.DLAdesign.com C,1�9� r David J. Dougherty [--4 %n OREGON �w V 0 F- W W LL ry C� Q Z_ �- Cr o (•L O O� i- {J Ua I Date: 05.14.19 Drawn By: LS Checked By: DJD Submission: SITE REVIEW Revisions 0 D Ll ■ DLA INC. COPYRIGHT 2011