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Plan, Tentative APPLICANT 10/24/2012
f DESIGN'TmE.Am"m , DEX t t +r a . : [ / PROJECT INFORMATION f \]1:. O CA TI O . .._.... ffj+0 INTERNATIONAL WAY, SPRINGFIELD, O 97477 2Qf )\ (1j}I A BUILDING [f \jj }* PRELIMINARY F'. CODE ANALYSIS /1l . BASED UPON f) j]: j+ V SPECIALTY 2t3 V't 1VA {! V# iw RlAfwTY [f[ \ Mr CODE x Y k`Sr' 3,. "ca„a , .-.".. "4 +"syv: ^'Y JT `, 7 "".y+wq'aW,lkte .,u'" a`^ • £` °'3. ,.,.k F 'iD'" GIUSTINA RESOURCES rc LOT 5 OF LIBERTY PROFESSIONAL CENTER) "v"""+`_- "-,. ,h}T "'•k ', F E'" affr:?F °s'az. _'€s X ^`£ ` '=n .,G { -&!r w^"".y „,*'..9'r ,.- .,,"#!yim" ya' _:...:, %` ate'. —, _...,:..w";;.f. f ?'PV `=uw:.i ' h "3A •2 :: "'rxy' t.;-'.Y. •„" e"a.""' :r £tiw`£b §'.'..".`y -., °k`c`w£,.`°'4 >'nea.`' £;.;. -.. P.O. BOX 2 . a c x. . n:Ft'., ..v...,.....v. aa..s*- .-.w_n *.S° tS- ,1a5. ..... .. v.0 ,.zt'...u,- F.cx..,,,.um d..,."v2+v.....,''.s .....,.G::Ft..... sv...' .as..c..c _ _..+ a''s„'..,.'.._._. .., ^. ..,. x. '<.sRStsK'$"•`t.:`^"y„`*"_ '.4. ....,n ., - ,. -_.. .r J.. s.,.. . -....< .... f lmp— DESIGN'TmE.Am"m , DEX t co DEANALYSIS a . : [ / PROJECT INFORMATION f \]1:. O CA TI O . .._.... ffj+0 INTERNATIONAL WAY, SPRINGFIELD, O 97477 2Qf )\ (1j}I A BUILDING [f \jj }* PRELIMINARY F'. CODE ANALYSIS /1l . BASED UPON f) j]: j+ V SPECIALTY 2t3 V't 1VA {! V# iw RlAfwTY [f[ \ Mr CODE GIUSTINA RESOURCES LOT 5 OF LIBERTY PROFESSIONAL CENTER) P.O. BOX 2 { { {{t i{ j I [M PAN-1 •' (BUSINESS) BS NESS A (STORAGE) STORAGE EUGENE, Cl EXISTING OtIlNJ LAY ASSESSOR'S MA : _ . _ m 'TAX LOT 3600 541-485-1500 'Yi Y j!{f }i m 541-485-2050 A UTILITY PL IT AREA: O # I S IMPERVIOUS AREA: l m 338 F (BUILDING FOO ALUMMILE AREL BASEALLOWABLE AREA= 9,000 F E FLOOR H ¢ A rl ' CJ A V J m (PARKING. . F . : (A --- A LL Q D F R FR T S R A A FLOOR - ROBERTSONISHERWOODIARCHITECTS LANDSCAPE AREA 2758 SF tY} Aw ALLOWED \ 4 { 18,000 S . PER FLOOR E. BROADWAY, SUITE 40 WITH INCREASES= 30,870 SF PER OO : [/ j E f M LANDSCAPE PLAN '[ R 97401 EUGENE, ii P _ OPOSED USE: OFFICE, BUILDING: `!}jam 2—STORY, BUILDING, AREA ALLOWED TO C : 541-345-4302 : .. 74O SF TOTAL BUILDING B D G Af.[ym«« A 1f f A WED ' Al SITE PLAN CONTACT: SCOTT TOLA CZ> f AIA { LAND USE CODE ANALYSIS, BASED UPON CITY F SPRINGFIELD : A2 FLOOR PLANS/EXTERIOR- ELEVATIONS Ip E INE R# RANCH ENGINEERING I.+#++, yp. ZONE: Cl— : CAMPUS . SPRINGFIELD, OR 9747? fit PART OF APPR , MASTER, PLAN L P DCl -- 00 541-746-0637 541-746-0389 A ZONEV ERLAYS# DRINKING V4lA PRO CTION DISTRICT, 1 —5 YEAR, T Bi CONTACT: LANE BRA FLOODP IN I I T GATEWAY REFINEMENT NDS F AR HI GT LA CA D O GHER TY LANDSCAPE ARCHITECTS « a MINIMUM, L T I LE 10,000 SF « , 474 WILLAMETTE STREET, SUITE 305 OR 97401 I N I y{ j{ pr(/g {( pp.. R\ V ! A t i 541-683-5803 541-6831-8183 F X MINIMU LA D C 35% MINIMUM (20,631 /} i N i REQUIRED) CONTACT: DAVID DO GHE TY f AS LA N r PA `. E ^ j* o t [JF.7 oy « m m M NI U M I DU I 2G FEE FROM, ADJACENT BUILDING 0 #K# SETBACK: 3 F R ARTERIAL C K MINIMUM PARKIN9 5 FEET, FRONT AND _ INTERIOR YARDS O K. , am L ' A N I Q*Zi SETBAQKz MAXIMUM m 45 MAXIMUM; PROXI A TELY 3 AS PROPOSED I'.' H 1 GH a 1. CARE SHALL E TAKEN ENSURE THAT CHEMICALS USED DURING CONSTRUCTION IOT ENTER THE SOIL-OR OR BE WASHED INTO THE STORM WATER SYSTEM. NO PAINT WASTE OR CLEANING MATERIALS O WA STES HALL E ALLOWED JO ENTER THE SOILS OR STORM WATER SYSTEM, FEIZICIItiI Q. T f 5 MINI FRONT MUM MLM SETBAC D 8 AX IM #v HEIGH p f S I D E YARD: MAXIMUM N M MINIMUM S T K 2 CONTRACTORS/DEVELOPERS/OWNERS HA L BE RESPONSIBLE FOR SAFE HANDLING A ND STORAGE OF CHEMICALS, PETRO EUM PRODUCTS, `I DEAR YAR D 8 MAXIMUM HEIGHT, GR T NO MINIMUM SETBACK Rw yT AlAy E RUNOFF. FERTIL ZERS AN THE PFEiENTION } GROUNDWATER AND S NOFF. 3 # NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS IS PERMITTED O N THIS SITE. VEHICLE MI I `ft {Ip PER 300, .w.w OF FLOOR, AREA 4# V DaN Aa Le (DENSE N fiA UpJU PHASE LIQUID) CHEMICALS ARE T O BE USED O I SITE. PARK I 2 3 SF 3aQ 42a7 3 PAR ING SPACES E JIR ! _ PARKING SPACES PROVIDED " +V ' NO MORE THAN 2 D GALLONS AGGREGATE OF MATERIALS HAZARDOUS TO GROUNDWATER TE R M AY BE ON SITE. . BICYCL #ING I -- M NIMUM P R f 0 OF FLOOR AREA fi UNDEVELOPED LAN G IA LLBE MAINTAINED IN AN UNCLUTTERED, DUST—FREE, MOWED AND ATTRACTIVE MANNER. L NOT BE 25* LONG TERM, 75% SHORT TERM' USED FOR, PARKING. 12,831 (S « F 1000z: 4 2 ' , 5 _SPACES REQUIRED f , • IN ACCORDANCE WITH SD 3 2-425(G)(6), NOISE LEVELS (MEASURED : ROPER LINE) GENERATED BY THE-DEVELOPMENT HA COMPLY NT- OAR 340-035-0035.. NOISE CONTROL STANDARDS F N SY AND COMMERCE. 1 LONG-TERM SPACES 8. SECONDARY CONTAINMENT OF HAZARDOUS MATERIALS USED OR STORED ON THE SITE SHALL BE PROVIDED. 4 HO T-- ERM ` IAA ES REQUIRED Ct)Pl o --TERM SPACES PROVIDED D 1 LO NGI_te_l ..* # C TR C ORS E1ELOPERS E R 5 -A LLB E RESPONSIBLE B E FOR ENSURING, SPECIAL CI _ PRECAU I ONS ARE OB S £ RVED DUR I G CONSTRlGTION T , 4 SH RT- M S PA C S P R_3VI D D ff PRO TE C T GROUNDWATER AN D T O PREVENT N TS SPILLS O F MATERIALS INTO TFE ST MNAT R YST M. WELLHEAD- PRO TE CTION SIGN S 1 tiC SHALL BE P OS A T CONSPICUOUS I UJLS LO CA TIONS TO A LLERT CONTRACTORS, S U3C Q NTR A CTCR S f EMPLOYEES: LO E S AN TN ERS TO TH E AMP #TA NCE OR F E O REPORTING TiNG AND UP A EA ING` L N ANY SPILLS. SIGNS- ` M C 8 2 } WALL SIGNS'. 3 ALLOWED T O T ALI NG 35O -' S F FOR ALL FACES ':. FREESTANDING-. 1 ALLOWED, 1OD SF PER FACE 2O G SF TOTAL AL tt4/L kUnll ry 10. PROPERTY R OWNER SHALL, BE RESPONSIBLE FOR ONGOING MAINTENANCE THE PRIVATE STCRMWA TER FACILITIES ON THE SITE. . t - - -------- - 0 UTILITY NOTES: "AS BUILT" SANITARY AND STORM SEWER INFORMATION FLOWLINES ARE FROM BRANCH ENGINEERING "AS BUILT" DRAWINGS FOR THE CITY OF SPRINGFIELD TITLED: "INTERNATIONAL WAY EXTENSION AND IMPROVEMENT PROJECT" DATED: JULY 27, 1994. SANITARY AND STORM SEWER RIMS AS NOTED ARE FROM FIELD LOCATION OR SAID "AS BUILT" DRAWING. FLOOD PLAIN ELEVATIONS SHOWN ARE BASED ON MCKENZIE RIVER FLOOD PLAIN ASSESSMENT BY DAVID EVANS AND ASSOCIATES DATED I1 -3 -03. EFFECTIVE FLOOD PLAIN ELEVATIONS AT THE SITE BY FEMA'S FLOOD INSURANCE STUDY ARE LOWER THAN THE FLOOD PLAIN ASSESSMENT. WoNjoblisixi ACCORDING TO THE SOILS SURVEY OF LANE COUNTY. THE EXISTING SOIL FOR THE SITE IS 26 - CHEHALIS SILTY CLAY LOAM. OCCASIONALLY FLOODED. THE HIGH WATER TABLE FOR THIS SOIL IS > 6 FT. TIME OF TRAVEL ZONES THIS SITE IS MOSTLY WITHIN THE I YEAR TIME OF TRAVEL AND PARTIALLY WITHIN THE 5 YEAR TIME OF TRAVEL TO SPORTS WAY. CONTO UR INTERVAL I FOOT BENCHMARK DATUM CITY OF SPRINGFIELD BENCHMARK #376; BRASS CAP IN THE TOP FACE OF CURB AT THE NORTHWEST CORNER OF DEADMOND FERRY ST AND INTERNATIONAL WAY, MIDPOINT OF CURB RETURN. CITY OF SPRINGFIELD ELEVATION = (437.27 NGVD 1988) CONVERTED TO NGVD 1929 ELEVATION 433.66. SITE AREA: 1.62 ACRES ASSESSOR MAP: MAP: 17- 03- 15 -40, LOT 3600 UTILITY REPRESENTATIVES ELECTRICITY (SUB) BRYAN BREWSTER (541) 744 -3784 TELEPHONE (QWEST) BILL FOX (541) 482 -8507 WATER (SUB) BART McKEE (541) 726 -2396 WASTEWATER MATT STOUDER (541) 726 -3753 STORMWATER MATT STOUDER (541) 726 -3753 FIRE GILBERT GORDON (541) 726 -2293 330.49 r\ - -- EXTG 14' PUBLIC' UTILITY EASEMENT F'i90DPLAIN CONTOUR 7' ~ `` - EXTG 17' PUBLIC UTILITY EASEMENT / T ` <' l .. , :: • '' ~- EXTG GRAVEL DRIVE TO - j --,,BE REMOVED. EXTG 14' PUBLIC Q UTILITY EASEMENT Co I I. N Co EXTG 55 PRIVATE LNT- USE ., BLACKBERRY LINE 1 I Cb . ACCESS, PRIVATE UTILIT"ND _ - - `°. ' ' PRIVATE STORMWATER EASEMENT ` -- TOE OF 01 ME- N11 ,- i . " • . . .. ...,. •-. -426 I ` NDERING SIDEWALK EASEMENT 1 RR #2008- 053697, 09124108 ! 428--- / - J EXTG 5' PRIVATE ° -. ` ° . 4 ? '' .-° `° EXTG 5 PRIVATE \ UTILITY EASEMENT --- '` UTILITY EASEMENT ,- - 10' P.U.E. '~ - EX. 10' SETBACK SIDEWALK _ , - = , 1 - ° •° ,,. '. r • " ,,e• , .N . , ,,rr, . ,t • , °" "'°sr . '•'t , ` `' - tom.' qq '+» b G}. Ea , 4d O 4 + . ` VV WW- 8" WW- WW GRAPHIC SCALE W W 20 0 10 20 40 www ( IN FEET ) .. A . d 310 5th Street Springfield, OR 97477 p: 541.746.0637 f: 541.746.0389 www. Branch Engineering.cam Springfield OR I Salem OR PROPERTY LINE EASEMENT LINE EXISTING CURB PROPOSED CURB EXISTING ASPHALT PAVING PROPOSED EDGE ASPHALT PAVING PROPOSED PARKING STRIPING ' PROPOSED BLDG EXISTING FENCING ST ST EXISTING STORM WATER PIPE W W EXISTING WATER LINE WW EXISTING SANITARY PIPE — — —WW— — — PROPOSED WASTEWATER PIPE —` F F PROPOSED FIRE LINE — — W -- — PROPOSED WATER LINE SD — SD — PROPOSED STORM PIPE GAS GAS EXISTING GAS LINE OHP OHP EXISTING OVERHEAD POWER -- E --- E --- E --- E -- PROPOSED POWER (a [a ff- EXISTING CATCH BASIN OR AREA DRAIN PROPOSED CATCH -BASIN - EXISTING CONCRETE PAVEMENT PROPOSED CONCRETE ` PROPOSED LANDSCAPING I ` (SEE LANDSCAPE PLAN) ° EXISTING GRAVEL EXISTING LIGHT EXISTING SPOT ELEVATION EL xxx.xx PROPOSED ELEVA TION TC xxx.xx PROPOSED TOP OF CURB AC xxx.xx PROPOSED ASPHALT ELEVATION OF CURB FFF FINISHED FLOOR ELEVATION TL TAX LOT EXISTING UTILITY POLE W W EXISTING WASTEWATER MANHOLE } EXISTING STORMWATER MANHOLE EXISTING FIRE HYDRANT EXISTING WATER VALVE PROPOSED WATER METER EXISTING TREE EXISTING TREE TO BE REMOVED EV EXISTING ELECTRICAL VAULT ELEC PROPOSED ELECTRICAL TRANSFORMER PR #52996 e, 3 OREGON F o '904RY EXPIRES: DECEMBER 31, 2013 mC>011 11,z U C: C: o 00 o C .0 L 0 O 0 C: 2 W CL 0. 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K _ ., _ _......t -- - s 4- ? . + k rJr ® :' S' " 'ter' •1' j 12" FL IN (S) 423.38 12" FL IN (N) 423.38 0 0 JV W W Vrl W C Wi W W W W W W W W 1N W W 1N W-12" W :, 4 1 1 310 5th Street Springfield, OR 97477 p: 541.746.0637 f: 541.746.03 89 www.BranchEngineering.com Springfield OR I Salem OR (D PROPOSED WATER CONNECTION POINT TO EXISTING STUB. APPROXIMATE LOCATION OF WATER METER. 1j" WATER SERVICE WITH 11" WATER ---' METER. `3 NEW IRRIGATION METER. INSTALL 2" DOMESTIC DOUBLE CHECK VALVE ASSEMBLY AND IRRIGATION DOUBLE CHECK VALVE ASSEMBLY IN ABOVE GROUND ENCLOSURE MEETING SUB REQUIREMENTS. 5 INSTALL 1 " IRRIGATION DOUBLE CHECK VALVE IN ABOVE GROUND ENCLOSURE PER -"- SUB REQUIREMENTS. SERVICE TO IRRIGATION SYSTEM. WATER CONNECTION POINT TO BUILDING. 8 DOUBLE CHECK FIRE- SUPPRESION VALVE IN ABOVE GRADE VAULT PER SUB SPECIFICATIONS, SIZE TO BE DETERMINED BY FIRE SUPPRESSION CONTRACTOR. 9 CONNECT TO EXISTING WASTEWATER STUB. 10 NEW 4" WASTEWATER PIPE. 11 ODOT TYPE D CATCH BASIN. 12 DOUBLE CHAMBER CATCH BASIN WITH FOSSIL FILTER. 13 NEW STORM CLEANOUT. 4 CURB CUT SPILLWAY. 15 6" STORMWATER PIPE. 16 8" STORMWATER PIPE 17 RAIN GARDEN OR STORMWATER TREATMENT BASIN PER CITY OF PORTLAND STORMWATER MANAGEMENT MANUAL SPECIFICATIONS. SEE CROSS SECTION ON SHEET C3, AND LANDSCAPE PLAN FOR PLANTING DESIGN. 1g NOT USED 19 TRANSFORMER AND POLE DIP OFF UTILITY POLE. 20 SECONDARY ELECTRICAL UTIUTY BOX. 21 COORDINATE RELOCATION OF JUNCTION BOX WITH UTILITY PROVIDER. 22 NEW FIRE LINE TO BUILDING, 23 NEW WASTEWATER CLEANOUT 24 WASTEWATER CONNECTION TO BUILDING. 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WATER CONNECTION POINT TO BUILDING. 8 DOUBLE CHECK FIRE- SUPPRESION VALVE IN ABOVE GRADE VAULT PER SUB SPECIFICATIONS, SIZE TO BE DETERMINED BY FIRE SUPPRESSION CONTRACTOR. 9 CONNECT TO EXISTING WASTEWATER STUB. 10 NEW 4" WASTEWATER PIPE. 11 ODOT TYPE D CATCH BASIN. 12 DOUBLE CHAMBER CATCH BASIN WITH FOSSIL FILTER. 13 NEW STORM CLEANOUT. 4 CURB CUT SPILLWAY. 15 6" STORMWATER PIPE. 16 8" STORMWATER PIPE 17 RAIN GARDEN OR STORMWATER TREATMENT BASIN PER CITY OF PORTLAND STORMWATER MANAGEMENT MANUAL SPECIFICATIONS. SEE CROSS SECTION ON SHEET C3, AND LANDSCAPE PLAN FOR PLANTING DESIGN. 1g NOT USED 19 TRANSFORMER AND POLE DIP OFF UTILITY POLE. 20 SECONDARY ELECTRICAL UTIUTY BOX. 21 COORDINATE RELOCATION OF JUNCTION BOX WITH UTILITY PROVIDER. 22 NEW FIRE LINE TO BUILDING, 23 NEW WASTEWATER CLEANOUT 24 WASTEWATER CONNECTION TO BUILDING. 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YDS VA-0-01 L% Q_ 14, A UTIL 5' - 27, 3•1 DETACHEDJ SIDEWALK LANDSCAPE AREA 55' PRIVATE JOINT-USE ACCESS, PRIVATE UTILITY AND -PRIVATE STORMWATER EASEMENT TYPICAL SECTION A-A ACCESS ROAD Not to Scale 15' TYP 0 0 10' 1 5' w W -D it GR4 E TO EDGE OF SIDEWALK ELEVATION EDGE • SIDEWALK- ELEV=429.40 DETACHED SIDEWALK 2' MINIMUM BASE WIDTH BASE ELEVATION OF RAIN GARDEN: 426.90 WITH MAXIMUM 4:1 SIDE SLOPES SITE PARKING LOT GRAPHIC SCALE 20 0 10 20 40 = wn ( IN FEET P PRO R $I sow #52996 A,OREGON 19 OARY L A EXPIRES: DECEMBER 31, 2013 >% fl- CU r, C: Crn C: 0 0 0 LO tU CL 0) U) 0 _j E 0 0 0 CL 0 4-a 2 CJ < r-- CN C) CV) Cq .z3: C\I Lr) 0 N31 NT ce) cle) o V) U-) LL C) Itzi, Lf) 0 (1) C:) - >1 rn C L= 0 2 (D m0 0) W C-4 W 0 E CIO C 0 L) > 0 0 ,., z ca Qf 0 L= 0 Vi M Date Received, I OCT 2 4 2012 C3 original Submittal CL ca N to Z C) C\j C\1 C6 _0 a) >1 0 P, Date Received, I OCT 2 4 2012 C3 original Submittal U V) v s_ 0 0 0 (a 0 N 0 N L i .L s c u NOTE GUY WIRE STAKES A5 5PEGIFIED - EVENLY 511FACED (2) EACH ORNAMENTAL/CONIFER TREE (3) EACH 5HADE TREE REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL MULCH A5 5PECIFIE? (2" CLEAR AT TRUNK) CONCRETE !TALK OR CURB PLANTING SOIL 5UB GRADE COMPACTED TOPSOIL (BELON ROOT BALLS ONLY) MARK NORTH SIDE OF TREE AT NURSERY. ROTATE TREE TO FACE NORTH iNHEN PLANTING. TREE PLANTIN& AT PARKIN& ARIAS SECTION SCALE: 1/2" = V-0" dal z w0i W z 1 I&-.r % 1 1-4..4- 1 t 1-14-4-- TO MATCH EXI5TING TYPICAL SHRUB PLANTIN& SECTION REMOVE ALL BINDINGS AND BURLAP FROM ENTIRE ROOT BALL MULCH AS 5PECIFIEt3 (2" CLEAR AT TRUNK) PLANTING 501L WITH SPECIFIED FERTILIZER AND AMENDMENT5 COMPACTED TOPSOIL (BELON ROOT BALLS ONLY) SCARIFIED 5UB -6RA0E 5GAL.E: 1/2" = V-0" 4-f \I 1 I I• V 1 t -7-4- 1 TREE TO BE REMOVED ADJACENT BUILDING OR EDGE OF PLANT BED SPACING "ii" PLANT SCHEDULE KEY QTY. BOTANICAL NAME COMMON NAME IN. SIZE OMMENTS TREES AGRS 6 Acer rubrum 'Red Sunset' Red Sunset Maple 2" cal. Matching, limbed up to approx. 6 ft. GD 2 Galocedru5 deccuren5 Incense Cedar 10' ht. Matching, full GEGF 1 Gercis canadensis 'Forest Pansy' Forest Fane-y Red bud 6' ht. single stem, 134B, matchin4o, full Ci 1 Gercidiph llum japonica Kat5ura Tree 1.5" cal. Sin le stem, 545, matching, full FRA.1 6 Fraxinu5 americana'Ju in er' Autumn Purple Ash 2" cal. Matching, full, 545 NYS 5 N ssa s Ivatica Black Tupelo 2" cal. Matching, full, 845 PYCG 2 P ru5 caller ana'Chanticleer' chanticleer Pear 2" cal. sin le Stem, 13413, matching, full PIPW 3 Pinus pondero5a 'Willamette Valley' Ponderosa Pine S' ht. Matching, full, 545 SE5 3 Sequoia 5emperviren5 Coastal Redw od 10' ht. Matching, full, 545 TT5 114 Tilia tomento5a 'Sterling' 15ilver Linden 2" cal. -Matching, limbed up to approx. 6 ft. AUC 11 Arbutus unedo 'Compacta' Strawberry Tree 5 L jai. matchin ,full BETG 3q Berberis thunber ii 'Crimson Pygmy' Dwarf Japanese Barberry 1 gal. matching, full GOSK 43 Cornu5 5ericea'Kel5 i' Dwarf Redtwiq Dogwood 3 eal. matching, full DO 2 Daphne odors Winter Daphne 3 gal. matching, full HSD 5 Hibi5GU5 s riacu5 'Diana' Rose of Sharon 4' ht. matching, full IGG 62 Illex crenata 'Compacts' Japanese Holly jai. 5 L matching, full LAM 8 Lavendula an u5tifolia Munstead' Dwarf English Lavender. 1 gal. matching, full MAA 30 Mahonia auquifolium Oregon Grape 5 al. matchin , full OB 2q 05manthu5 x burkwoodii Burkwood 05manthu5 5 gal. matchinel, full PLO 52 Prunu5 laurocera5u5 'Otto ken' Otto Lu ken English Laurel 5 gal. matchinGi, full RHU 1b Rhododendron 'Unique' Unique Rhododendron 5 gal. matching, full RHV 2q Rhododendron 'Vulcan' Vulcan Rhododendron 3' ht. matchin , full SkJ 13 Skimmia -japonica Ja anew Skimmia 5 gal. matchin , full; (6) males, (3) each end SYA 13 5ymphori car o5 albu5 Snowber 3' ht. matchin , full VID 50 Viburnum davidii David Viburnum 3 ai. matching, full VIT L lViburnum tinu5 Spring Bouquet' Ispring Bouquet Viburnum 15 gal I match in , full GROUNDCOVERS AND PERENNIALS AU 24" 0.6. Arctosta h ios uva -ursi Kinnikinnick 1 gal. matching, full GAO 15" o.c. Garex obnupta Slough 5ed e 1 gal. matching, full VID 36" o.c. Viburnum davidii David Viburnum 2 al. matching, full 5PACING V" ROW "A" 5PAGIN6 "D" ROW t1A" 3" O.G. 2.6" 18" O.G. 15.6" 6" O.G. 5.211 24" O.G. 20.8" 9" O.G. -7.8" 30" O.G. 26.011 1211 O.G. 10.4" 3611 O.G. 30.0" 15" O.G. 13.011 45" O.G. 41.5" (5ROUNDCOVER 5FACIN6 DIA (5RAM PLAN NTS GENERAL NOTES 1. PLANTINGS AS DESIGNED ARE INTENDED TO MEET SPECIFIC REQUIREMENTS, NO SUBSTITUTIONS OR SIZE CHANGES PERMITTED WITHOUT APPROVAL BY LANDSCAPE ARCHITECT. 2. NOTIFY LANDSCAPE ARCHITECT 48 HOURS PRIOR TO THE FOLLOWING INSPECTIONS - SEE SPECIFICATIONS: - PLANT BED AND LAWN SUB BASE / EXCAVATION - FINISHED GRADING AT LAWNS AND PLANT BEDS - PLANT MATERIAL ON -SITE INSPECTION - PLANT MATERIAL LAYOUT REVIEW 5. COMPLETE IRRIGATION SYSTEM WILL BE DESIGNED AND INSTALLED. SYSTEM WILL BE OPERATED AUTOMATICALLY AND PROVIDE COMPLETE COVERAGE FOR ALL REQUIRED PLANTINGS. 6. PLANT LIST QUANTITIES ARE FOR CONTRACTOR CONVENIENCE ONLY. VERIFY ACTUAL QUANTITIES ON PLAN. LANDSCAPE GUIDELINES A. SOIL PREPARATION LAWN AREAS 1. FINISHED ELEVATION OF SUB -BASE TO BE 8" MINIMUM BELOW FINISHED GRADE. 2. TILL SUBGRADE THOROUGHLY TO A DEPTH OF 8" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL. 3. PLACE 8" MINIMUM OF SANDY LOAM OVER TILLED SUBGRADE. ADD 15-5-10-10 FERTILIZER TO TOPSOIL AT A RATE OF 20 LBS. PER 1000 SF. ROTO -TILL AMENDMENTS AND TOPSOIL TO A DEPTH OF 8 -10" MINIMUM. NOTE: NATIVE SOIL MAY BE USED AS SANDY LOAM PROVIDED THAT IT HAS A LOOSE, CRUMBLY COMPOSITION AND IS NOT COMPACTED. SUB -BASE AND TOPSOIL SHOULD BE DRY DURING INSTALLATION AND GRADING TO PREVENT COMPACTION AND FUTURE POOR DRAINAGE CONDITIONS. IF NATIVE SOIL CHARACTERISTICS ARE UNSATISFACTORY, AN APPROVED SANDY LOAM SHOULD BE IMPORTED TO THE SITE. PLANT BEDS 1. FINISHED ELEVATION OF SUB -BASE TO BE 18" MINIMUM BELOW FINISHED GRADE. 2. TILL SUBGRADE THOROUGHLY TO A DEPTH OF 8" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL. 3. PLACE 18" MINIMUM OF TOPSOIL OVER TILLED SUBGRADE. ADD 4" OF ORGANIC MATERIAL AND 15- 5 -10 -10 FERTILIZER TO TOPSOIL AT THE RATE OF 20 LBS. PER 1000 SF. ROTO -TILL AMENDMENTS AND TOPSOIL TO A DEPTH OF 8" MINIMUM. 4. PROVIDE 3" OF SHREDDED FIR BARK MULCH OVER ALL PLANT BEDS. 5. PROVIDED "SPADED EDGE" TO SEPARATE LAWNS AND PLANT BEDS. RAIN GARDENS 1. SEE ENGINEER'S DRAWINGS FOR SOIL MATERIAL AND DEPTH. 2. TILL SUBGRADE THOROUGHLY TO A DEPTH OF 8" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL UNLESS SWALE IS LINED WITH MEMBRANE OR CLAY LINER. 3. PLACE SPECIFIED DEPTH OF TOPSOIL OVER TILLED SUBGRADE. 4. ADD 2" OF ORGANIC MATERIAL AND 15- 5 -10 -10 FERTILIZER TO TOPSOIL AT THE RATE OF 20 LBS. PER 1000 SF. ROTO -TILL AMENDMENTS AND TOPSOIL TO A DEPTH OF 8" MINIMUM OR DEPTH OF SOIL, WHICHEVER IS LESS. 5. PROVIDE 1" DEPTH OF 3/8" ROUND NO.4 PEA GRAVEL MULCH OVER ALL SWALES. MULCH TO BE FREE FROM FINES OR OTHER DELETERIOUS SUBSTANCES. B. PLANT MATERIAL 1. PROVIDE ONLY HEALTHY, FULL PLANT MATERIAL AT SIZES INDICATED. 2. PLANT SUBSTITUTIONS TO BE APPROVED BY LANDSCAPE ARCHITECT. 3. PLANT LAYOUT TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. C. SEEDING 1. APPLY SEED AT RATES SPECIFIED BY MANUFACTURER. 2. CONTRACTOR RESPONSIBLE FOR MAINTAINING SEEDED AREA THROUGH ESTABLISHMENT. 3. RE -SEED ANY AREAS AS NECESSARY TO ACHIEVE FULL HEALTHY TURF. D. TREE PROTECTION 1. PROTECT ROOT ZONE OF EXISTING TREES TO REMAIN. 2. CUT NO ROOT LARGER THAN 2" WITHOUT APPROVAL BY LANDSCAPE ARCHITECT. 3. PROVIDE PROTECTIVE FENCING AT EDGE OF CRITICAL ROOT ZONE OF EXISTING TREES TO REMAIN. PLANTING LEGEND • SHADE TREES 0 ORNAMENTAL TREES CONIFEROUS TREES OEXISTING DECIDUOUS TREE SHRUBS Q U c CO W W .0 ri vi _ v;t H 00 co Z V o U) U') a a IT m caG i m m rcnw 279 s r David J. Doughert OREGON P A ti _ ti °N c c c L s- O 4-- c _ 0 0 c N CL V) t • C 2 C .0 E 0 Yl Q . L > 0 4) %. Q .I Z ' E 1 u C 0 0 L tU CL O CL t n oA v ! -4 L 0 U 0 L n W 3: GROUNDCOVER -CAO U 00 OD M d. 0 M 0 d LI) tt1 (L L'' t 0 o U L a a CO 4) ON L 0 M ICU o M ma v) a; w a M I M W t • C 2 C .0 E 0 Yl Q . L > 0 4) %. Q .I Z ' ® BASALT BOULDERS D LANDSCAPE PLAN Original Submiftal m L 0 z3 U V Q N I- L) Q N v L o L 1 's N LAWN 1 C GROUNDCOVER -AU CL GROUNDCOVER - VID GROUNDCOVER -CAO ® BASALT BOULDERS D LANDSCAPE PLAN Original Submiftal m L 0 z3 U V Q N I- L) Q N v L o L 1 's N