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HomeMy WebLinkAboutPlan, Final APPLICANT 6/15/2022I "I'I�PARKIfG�— -- FIRE LANE" SIGN PROPERTY LINE r'NC�PARKING "SPRINGFIELD .FIRE L INE" SIGN WELLHEAD w - 20p SF O PRIVATEF v OPEN 432 SF SPACE UNIT F TCtRArrI7 SETBACK 5� I 2 3SF (E) HOUSE 432 SF UNIT 432 SF UNIT DS (E) 6' FENCE TO REMAIN 4- 123 SF' TREE PLANTER 'NO PARKING _ FIRE LANE" SIGN TAX LOT 2800 N89'53'45'W 199.00' INDICATES EMERGENCY COVERED VEHICLE TURNAROUND TRASH ENCLOSURE -'------ PER OREGON FIRE CODE FIG. D.103.1 "ACCEPTABLE ALTERNATIVE T0120' _ HAMMERHEAD" 28' RADIUS, TYP. (/ m 4 -YD. 4YD. \123 SF TREE TRASH ECVCLD9-1112 I PLANTER 432 SF UNIT J h MAIL qI P � ro 1 I - I I "SPRIN FII DS WELLH PROTETII 20'4' AREA" SIGI N ADA VAP! -ACCESSIBLE .e SIGN � I I 20' ACCESS EASEMENT SIGN a W C1 IF�7 �C 34 SF DS 1335E STOR _PRIVATE ro C - OREN SAGE r-'-' A 2'43 BUILDING "NO PARKING FIRE LANE" 8 O SETBACK LINE v --------------------- "NOP KING FIRE LANE" SIGN Ds I OS I Ds TJ I 432 SF UNIT 488 SF UNIT I I it am I. L---- _.___ _____- r On C PROJECT DATA 5W SF - - ACTIVE-- 8-0 10-1 ill _ o PRIV TE SPA E (E) DECK DS DS 104 SF PRIVATE - ___ OPENSPACE o N)JU- I SEE L SEE L SCRE CTION 01 FOR NTNG - z COMMON - RECREATION �� ------ _ DS - 28.7 V'17 _ B'-6114" B-11 314" .67 AC=29,206 of Development Zone: High Density Residential (HDR) RELOCATE (E) Required Unit Density = 28.42 dwelling units Per net acre 19-28 units 201,SF Proposed Residential Units= 20 432SF STANDARD COMPACT 90° PARKING 90° PARKING STALL, TYP. Cry `. STALL TYP. o SITE PLAN PROJECT DATA 5W SF - - ACTIVE-- 1866 5TH ST. SPRINGFIELD, OR 97402 tt z COMMON - RECREATION W .67 AC=29,206 of Development Zone: High Density Residential (HDR) RELOCATE (E) Required Unit Density = 28.42 dwelling units Per net acre 19-28 units 201,SF Proposed Residential Units= 20 432SF Building B 12 Duplex(House+Garage Unit) 2 W j 6' FENCE I PRIVATE 4 x 432 If unit +4 x 34 sf storage) DS UNIT m Garage 4400(indudes storage for Duplex) Damge Unit 866 sf to SEGMENT s OPEN Required Common Open Space= ur 1WO0 provided (includes 250 sf Active Recreation Space) OIL U J OPEN I D ALONG SPACE Required Landscaped Common Open Space=.5 x 9125f=456 sf O o_ OR 4 SPACE 6106 sfprovided=21%she HOUSE Building Footprint= 73220=25%of site W. PRO ERTY § . . House 1032 sf TO REMAIN w - 1140 SF Rooflm,unmous= 9085 sf=31%of site BPIIdIngA 2297 sf LINE- - House 11574 a. Trash Enclosure 161 sf 550' ROUTE FROM Non -Building Impervious= 13,358 sf=46%she DS Uncovered Porches and Balconies 136 sf j Driveways and Parking Lot 11,327 sf 21P SF f1 v = 22,443 sf = 77% she (N) UNIT Required Vehicle Parking -1 required x 20 dwelling units SW CORNER OF Op Standard Stalls = J x 20 total requited stalls =14 standard stalls required PRIVATE - 840 SF z �' BUILDING BTO Required Bicycle Parking = l required x 20 dwelling units J - 20 total required stalls Long -Term Stalls= .75 x 20 total required stalls OPEN 17 provided 432SF Short -Term Stalls =.25x20 total required stalls zy =5 short term stalls required NEAREST FIRE 6 provided Nearby Transit Lane Transit Bus Stop W127 across 5th Street from site. N0 SPACE UNIT 0 HYDRANT. .- O z PLANTER AREA 0 0 -- BETWEEN PARKING AND DS w . = i I LIVING AREAS, NP. t0 I (N)CONIC. WALK 6F /' 'DRAG — �Q I SF TORAG `` i N 9 SETBACK INIGARAGE 4 440 Sr TAX LOT 26 °f o O w/ (1) STALL ip 20 SF 432 SF j TAX LOT 2701 3 PRIVAOPEN UNIT D SPACE I 32 at � STORAGE 1 DS TAX LOT 2700 / N89`51'$1"W 199.00' SETBACK TAX LOT 2300 (E) 6' FENCE TO REMAIN SITE PLAN PROJECT DATA 5W SF - - ACTIVE-- 1866 5TH ST. SPRINGFIELD, OR 97402 tt z COMMON - RECREATION W .67 AC=29,206 of Development Zone: High Density Residential (HDR) _ OPEN SPACE - AREA - Required Unit Density = 28.42 dwelling units Per net acre 19-28 units Proposed Residential Units= 20 J Building B 12 Duplex(House+Garage Unit) 2 W j 5005E 4 x 432 If unit +4 x 34 sf storage) DS m m Garage 4400(indudes storage for Duplex) Damge Unit 866 sf to 6852 sf provided (1000 sf Common+1810 sf Private+4042 If Setbacks) Required Common Open Space= ur 1WO0 provided (includes 250 sf Active Recreation Space) OIL U J OPEN 9 (370 sf Bldg. A+1220 sf Bldg. B+100 sf House+120 sf Garage) F ---- O (N)CONC. WALK Required Landscaped Common Open Space=.5 x 9125f=456 sf E SINGLE FAMI o_ U, 4 SPACE 6106 sfprovided=21%she HOUSE Building Footprint= 73220=25%of site BuildingA 1898 sf . . House 1032 sf TO REMAIN w - 1140 SF Rooflm,unmous= 9085 sf=31%of site BPIIdIngA 2297 sf Building 4455sf House 11574 a. Trash Enclosure 161 sf Non -Building Impervious= 13,358 sf=46%she DS Uncovered Porches and Balconies 136 sf j Driveways and Parking Lot 11,327 sf Walks and Curbs 1895 sf Total Impervious Surface = 908S sf met +13,358 sf non -bldg. = 22,443 sf = 77% she (N) UNIT Required Vehicle Parking -1 required x 20 dwelling units a - 20 total required stalls Standard Stalls = J x 20 total requited stalls =14 standard stalls required 16 provided, including one van -accessible ADA stall & aisle - 840 SF z 4 provided Required Bicycle Parking = l required x 20 dwelling units J - 20 total required stalls Long -Term Stalls= .75 x 20 total required stalls -151ong-term stalls required 17 provided Short -Term Stalls =.25x20 total required stalls zy =5 short term stalls required 6 provided Nearby Transit Lane Transit Bus Stop W127 across 5th Street from site. N0 0 SITE PLAN PROJECT DATA 1866 5TH ST. SPRINGFIELD, OR 97402 tt z W .67 AC=29,206 of Development Zone: High Density Residential (HDR) Required Unit Density = 28.42 dwelling units Per net acre 19-28 units Proposed Residential Units= 20 J Building B 12 Duplex(House+Garage Unit) 2 W j 5005E 4 x 432 If unit +4 x 34 sf storage) W m Existing House 1276 sf Garage 4400(indudes storage for Duplex) Damge Unit 866 sf _ COMMON. 6852 sf provided (1000 sf Common+1810 sf Private+4042 If Setbacks) Required Common Open Space= .25 x 11,050 Poor area -1810 of private O.s. = 953 sf 1WO0 provided (includes 250 sf Active Recreation Space) OIL OPEN (370 sf Bldg. A+1220 sf Bldg. B+100 sf House+120 sf Garage) F ---- I Required Landscaped Common Open Space=.5 x 9125f=456 sf I I I I Min 456 sf provided U, Required Total Site Landscaping =.15 x 29,206 9 4381 sf SPACE 6106 sfprovided=21%she Building Footprint= 73220=25%of site BuildingA 1898 sf Building EI 3817 sf House 1032 sf Garage 440 sf Trash Encl. 135 sf Rooflm,unmous= 9085 sf=31%of site BPIIdIngA 2297 sf Building 4455sf House 11574 Garage/Unit 1050 sf Trash Enclosure 161 sf Non -Building Impervious= 13,358 sf=46%she Uncovered Porches and Balconies 136 sf Driveways and Parking Lot 11,327 sf Walks and Curbs 1895 sf Total Impervious Surface = 908S sf met +13,358 sf non -bldg. = 22,443 sf = 77% she (N) UNIT Required Vehicle Parking -1 required x 20 dwelling units a - 20 total required stalls Standard Stalls = J x 20 total requited stalls =14 standard stalls required 16 provided, including one van -accessible ADA stall & aisle 840 SF z 4 provided Required Bicycle Parking = l required x 20 dwelling units J - 20 total required stalls Long -Term Stalls= .75 x 20 total required stalls -151ong-term stalls required 17 provided Short -Term Stalls =.25x20 total required stalls zy =5 short term stalls required 6 provided Nearby Transit Lane Transit Bus Stop W127 across 5th Street from site. N0 .- O (N)CONIC. WALK t — I DS 9 SETBACK 4 TAX LOT 26 SITE PLAN TREE, 12' BUS STOP rw h x n z 5 3 1'1 = 10141 LJ z lu i Z Y Ed PROJECT DATA 1866 5TH ST. SPRINGFIELD, OR 97402 z W .67 AC=29,206 of Development Zone: High Density Residential (HDR) Required Unit Density = 28.42 dwelling units Per net acre 19-28 units Proposed Residential Units= 20 SulldingA 6 Building B 12 Duplex(House+Garage Unit) 2 W j BuildingA 2876 sf (2 x 488 sf unit+ 2 x 18 sl storage+ 4 x 432 If unit +4 x 34 sf storage) W m Existing House 1276 sf Garage 4400(indudes storage for Duplex) Damge Unit 866 sf TREE, 12' BUS STOP rw h x n z 5 3 1'1 = 10141 LJ z lu i Z Y Ed (gh- 22 vial t' engage:ARCHITECTURE 3220 Kincaid Street Eugene, OR 97405 5 4 1. 8 6 8. 4 5 3 5 W W W.ENGAGEARCHITECTURE.COM AAVID R SCHMM T 4 4 x576 % �r F- W F—/ N LJ. � Q O) CL U)O Izo _J qDw iJ W Z fY NW fn 0. y LO REVISIONS NUMBER _DATE - - PROJECT DATA PROPOSED SITE PLAN DRAWN BYORS CHECKED BY:DRS ISSUE DATE: JUNE 6, 2022 PROJECT NUMBER/: 2105 A002 PROJECT DATA 1866 5TH ST. SPRINGFIELD, OR 97402 MAP # 17-03-26-24 TAX LOT#2700 .67 AC=29,206 of Development Zone: High Density Residential (HDR) Required Unit Density = 28.42 dwelling units Per net acre 19-28 units Proposed Residential Units= 20 SulldingA 6 Building B 12 Duplex(House+Garage Unit) 2 New ground floor units are Type 2 accessible. Gross Floor Area =11,050 of BuildingA 2876 sf (2 x 488 sf unit+ 2 x 18 sl storage+ 4 x 432 If unit +4 x 34 sf storage) BuildlogB 55920(12 x432 sf unit+ 12 x 34 sf storage) Existing House 1276 sf Garage 4400(indudes storage for Duplex) Damge Unit 866 sf Required Open Space =.15 x 292060 net area =4381 sf 6852 sf provided (1000 sf Common+1810 sf Private+4042 If Setbacks) Required Common Open Space= .25 x 11,050 Poor area -1810 of private O.s. = 953 sf 1WO0 provided (includes 250 sf Active Recreation Space) Required Private Open Space =96 sf x 12 ground floor units =1152 sf 1810dprovided (370 sf Bldg. A+1220 sf Bldg. B+100 sf House+120 sf Garage) F ---- I Required Landscaped Common Open Space=.5 x 9125f=456 sf I I I I Min 456 sf provided I Required Total Site Landscaping =.15 x 29,206 9 4381 sf I 6106 sfprovided=21%she Building Footprint= 73220=25%of site BuildingA 1898 sf Building EI 3817 sf House 1032 sf Garage 440 sf Trash Encl. 135 sf Rooflm,unmous= 9085 sf=31%of site BPIIdIngA 2297 sf Building 4455sf House 11574 Garage/Unit 1050 sf Trash Enclosure 161 sf Non -Building Impervious= 13,358 sf=46%she Uncovered Porches and Balconies 136 sf Driveways and Parking Lot 11,327 sf Walks and Curbs 1895 sf Total Impervious Surface = 908S sf met +13,358 sf non -bldg. = 22,443 sf = 77% she Required Vehicle Parking -1 required x 20 dwelling units - 20 total required stalls Standard Stalls = J x 20 total requited stalls =14 standard stalls required 16 provided, including one van -accessible ADA stall & aisle Compact Stalls =.3 x 20 Total required stalls = 6 compaR stalls allowed max. 4 provided Required Bicycle Parking = l required x 20 dwelling units - 20 total required stalls Long -Term Stalls= .75 x 20 total required stalls -151ong-term stalls required 17 provided Short -Term Stalls =.25x20 total required stalls =5 short term stalls required 6 provided Nearby Transit Lane Transit Bus Stop W127 across 5th Street from site. (gh- 22 vial t' engage:ARCHITECTURE 3220 Kincaid Street Eugene, OR 97405 5 4 1. 8 6 8. 4 5 3 5 W W W.ENGAGEARCHITECTURE.COM AAVID R SCHMM T 4 4 x576 % �r F- W F—/ N LJ. � Q O) CL U)O Izo _J qDw iJ W Z fY NW fn 0. y LO REVISIONS NUMBER _DATE - - PROJECT DATA PROPOSED SITE PLAN DRAWN BYORS CHECKED BY:DRS ISSUE DATE: JUNE 6, 2022 PROJECT NUMBER/: 2105 A002 THESE PLANS ARE FOR PLANNING PURPOSES ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION IN THE FIELD GENERAL NOTES: 1. NEAREST EXISTING FIRE HYDRANT ON 5TH STREET APPROXIMATELY 550 FT FROM FURTHEST POINT ON THE PROPERTY. 2. PROPERTY BOUNDARIES ARE WITHIN THE 5 -YEAR TIME OF TRAVEL WELLHEAD ZONE. 3. SIGNS INDICATING "SPRINGFIELD WELLHEAD PROTECTION AREA" ARE TO BE PLACED AT STORMWATER TREATMENT FACILITIES AND TRASH ENCLOSURE IN ACCORDANCE WITH SDC 3.3-200. STORMWATER NOTES: 1. EXISTING SITE SOIL IS SALEM URBAN LAND COMPLEX (#119) PER THE WEB SOIL SURVEY. FULL SOIL ANALYSIS CAN BE FOUND IN GEOTECHNICAL REPORT PREPARED BY GEOMAX 06-25-2021. 2. EXISTING SOIL IS HYDROLOGIC GROUP 8, PER WEB SOIL SURVEY AND INFILTRATION IS PROPOSED TO BE THE PRIMARY STORMWATER DISCHARGE. 3. INFILTRATION RATE DETERMINED FROM TESTING PERFORMED BY GEOMAX. FULL GEOTECHNICAL RESULTS CAN BE FOUND IN GEOTECHNICAL REPORT PREPARED BY GEOMAX 06-25-2021, 4. SANTA BARBARA URBAN HYDROGRAPH METHOD UTILIZED FOR STORMWATER CALCULATIONS AND FACILITY SIZING. FULL STORMWATER REPORT PREPARED BY A&O ENGINEERING ATTACHED WITH SITE REVIEW PACKET. 5. PROPOSED STORMWATER CATCH BASINS TO BE CONSTRUCTED WITH FOSSIL FILTER INSERTS. 5. STORMWATER FACILITY OVERFLOWS TO DISCHARGE TO CURB INLET ON 5TH STREET THROUGH GRAVITY DRAINAGE. 6. AS SHOWN IN THE STORM DRAINAGE TABLE BELOW, MORE THAN 50% OF NON -BUILDING ROOFTOP RUNOFF IS PROPOSED TO BE VEGETATIVELY TREATED BY THE INFILTRATION PLANTER. 7. BUILDING AREAS PROPOSED WATER LINE A BUILDING A 2,297 SQ.FT. ROOF BUILDING B 4,455 SQ.FT. ROOF GARAGE/UNIT 1,050 SQ.FT. ROOF - EXISTING HOUSE 1,157 SQ.FT. ROOF TRASH ENCLOSURE 161 SQ.FT. ROOF NON -BUILDING IMPERVIOUS 13,358 SO.FT. EXISTING OVERHEAD UTILITIES TOTAL IMPERVIOUS AREA 22,478 SQ.FT. - 8. DEVELOPMENT AREAS TOTAL AREA: 29,206 SQ.FT. - 0.67 ACRES PERCENT OF SITE DISTURBED = 77% CUT = 305 CU. YD. OF EXISTING ONSITE MATERIAL FILL = 688 CU. YD. 9. OPERATIONS AND MAINTENANCE IS PROPOSED TO OCCUR FOR THE VEGETATED STORMWATER FACILITIES. THE 0&M PLAN IS INCLUDED AS A SEPARATE DOCUMENT WITH FINAL SITE PLAN SUBMITTAL. 10. VEGETATED STORMWATER FACILITIES ARE PROPOSED TO EITHER BE FULLY INSTALLED AND FUNCTIONING PRIOR TO OCCUPANCY. IF DUE TO TIME OF YEAR AND/OR CONDITIONS OUTSIDE THE DEVELOPERS CONTROL THAT HAS PROHIBITED VEGETATION ESTABLISHMENT. TEMPORARY EROSION CONTROL MEASURES WILL BE MAINTAINED. 11. GROUNDWATER PROTECTION PER CITY STANDARDS WILL BE OBSERVED DURING CONSTRUCTION AND PRIVATE STORMWATER FACILITIES WILL BE MAINTAINED AFTER CONSTRUCTION TO ENSURE CONTINUED PROTECTION.. GRADING NOTES: 1. GRADING SHOWN IS PRELIMINARY AND WILL BE FINALIZED IN BUILDING PERMIT PROCESS. STORM DRAINAGE TABLE SC4LEE- I =20' 20' 0 20' 40' LEGEND BOUNDARY LINE ADJACENT LOT LINE EXISTING I' CONTOUR LINE EXISTING CURB & GUTTER ---8"W - - - - EXISTING WATER MAIN ❑W EXISTING WATER METER 0 EXISTING FIRE HYDRANT Y EXISTING WATER VALVE 1 "W PROPOSED WATER LINE A PROPOSED WATER METER 12"SD---$T'.. DRAINAGE FACILITY EXISTING STORM DRAINAGE SYSTEM 0 EXISTING CURB INLET 2V----@ PROPOSED STORM DRAINAGE SYSTEM C) PROPOSED AREA DRAIN COLLECTED (MAX) (S.F.) ,WW-- I�IW EXISTING WASTEWATER SYSTEM ®6"WW—© PROPOSED WASTEWATER SYSTEM OHE - EXISTING OVERHEAD UTILITIES V EXISTING STREET LIGHT - EXISTING UTILITY POLE T EXISTING TV PEDESTAL 294 BUILDING A, L1 EXISTING PHONE PEDESTAL PROPOSED GAS METER DUPLEX ROOFS PROPOSED ELECTRIC METER DUAL-CHAMBER CATCH BASIN - PROPOSED STREET LIGHT Aff.11-111NOROWL 1, AC DRAINAGE FACILITY AREA DRAIN IMPERVIOUS DRAINAGE FACILITY FACILITY (MIN) STORAGE (MIN) IMPERVIOUS AREAS AREA FF S.F. (CUFF) COLLECTED (MAX) (S.F.) FOUNDATION FILTRATION PLANTER 47 132 BUILDING B ROOF 4455 INFILTRATION PLANTER 114 348 PARKING LOT 5906 INFILTRATION RAIN GARDEN 289 294 BUILDING A, 4510 DUPLEX ROOFS DUAL-CHAMBER CATCH BASIN - NA NA DRIVEWAY 5421 Aff.11-111NOROWL 1, AC ASPHALTIC CONCRETE AD AREA DRAIN BW BACK OF WALK CB CATCH BASIN ELEV ELEVATION FF FINISH FLOOR ELEVATION EX EXISTING TO TOP OF CURB HP HIGH POINT S SLOPE DRAINAGE DIRECTION FL FLOWLINE ST STORM N U O a �i Y Ln W N Y F y p `IJ Q N Qo oz, z mea N `rrI^�^ o U N O N Y Ln W N Y F p `IJ Q N Qo oz, Itp N `rrI^�^ v1 N Y Ln W N Y F p oz, Itp SHEET C-2.0 PAVING NOTES: 1. ALL WALKWAYS AND ADA ACCESS WAYS SHALL HAVE CROSS SLOPES LESS THAN 2%. 2. ALL WALKWAYS SHALL HAVE RUNNING SLOPES LESS THAN 5% OR INCLUDE LANDINGS AT EACH END. 3. ALL ADA RAMPS SHALL HAVE CROSS SLOPES LESS THAN 2% AND RUNNING SLOPES LESS THAN 8.33%. 4. ADA DROP OFF RAMPS SHALL HAVE ADA APPROVED DETECTABLE WARNING SURFACES. 4. MONOLITHIC CURBING TO BE CONSTRUCTED ALONG SOUTH SIDEWALKS OF DRIVEWAY. STANDARD CURB AND GUTTER TO BE CONSTRUCTED ALONG NORTH EDGE OF DRIVEWAY. 5. WHERE NEW CURBING ENDS AT THE DRIVEWAY ON 5TH STREET (EAST SIDE OF DRIVEWAY), GUTTER BAR SHALL TRANSITION FROM 5.0% TO MATCH AC SLOPE IN THE FINAL 3'. 6. EXISTING SIDEWALK ALONG 5TH STREET IS PROPOSED TO REMAIN EXCEPT WHERE EXISTING DRIVEWAYS ARE TO BE CLOSED. 7. EXISTING DRIVEWAY TO BE REPLACED WITH COMMERCIAL DRIVEWAY APRON COMPLIANT WITH CITY AND ADA STANDARDS. 8. CONCRETE PAD IS PROPOSED IN FRONT OF TRASH ENCLOSURE FOR ROLLING BINS DURING WASTE REMOVAL. 9. FIRE ACCESS ROUTES ARE TO BE PAVED ALL-WEATHER SURFACES ABLE TO SUPPORT 80,000 -LB IMPOSED LOAD IN ACCORDANCE WITH THE 2019 SPRINGFIELD FIRE CODE (SFC) 503.2.3 AND SFC APPENDIX D102.1. STRIPING NOTES: 1. STRIPING ON ASPHALT SURFACE TO BE WHITE. 2. STRIPING ON CONCRETE SURFACE TO BE YELLOW. LIGHTING PLAN: 1. SEE ARCHITECTURAL PLAN AND PHOTOMELRICS REPORT FOR FULL LIGHTING DESIGN. 2. PROPOSED POLE LIGHTS ON PRIVATE DRIVE TO HAVE REAR SHIELDING. 3. PROPOSED POLE LIGHTS TO BE MOUNTED 20' ABOVE ROADWAY. 4. WALLPACK MOUNTING HEIGHT VARIABLE WITH BUILDING SURFACE. 10.0' ,2'-0" MA 2411111111111111111111 IY-Y-:Y Tt YYa I_ ,- rMew MMar,E PAB ���9��PWz• U BOUNDARY LINE PER PIAw -w9P Waxk.4yk&keR�4.�:IMkeC, EXISTING I' CONTOUR LINE DUMMY JOINT 1/4' EXISTING CURB & GUTTER 3/4" RADIUS EXISTING WATER MAIN DEEP '1% GROOVE 6' .sxarv:"nPx^ EXISTING FIRE HYDRANT Y BICYCLE PARIDNNG DETAIL mS STANDARD CURB & GUTTER lmX[n f - woad T �.a EXTRUDED CJRD THESE PLANS ARE FOR PLANNING PURPOSES ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION IN THE FIELD MCUNTAELE CURB & GUTTER FULL DEPTH CURB W P.3 En TREMY"wT �` cx nxs ax Resin CURB RADIJS . r,ww,.w; NOTES YrtAE mXA[t[ aunlMf Wlu HEM WNI0.MtlIN "& 9NLL W w.um m w[CH Aw9N&¢.mp6C1R'I.gM wWmHs x SIwEI' v '.ro x P a aero re am sou.'... PwEx. Y tll,&N9 PTI 9Y[I. IVM AreSN 6X91 PA4YlIl m HE It)CIM If M CRffi # SYfYNl6. 16F55 R ml`M)ENIW UI FSIE APEIxIN go P5 Lffi59dT'GIX). CD S N bFNNRIE } UEB t OAIHERC RAVf%46 SCOL A WO M NEW MI LIGE N M SIiNOB A] 9 NIX 6lC E CURB & GUTTER 3�5 Y LEVEL 2 HMAC 112• AGGREGATE -12 COMPACTED COMPACTED 3/4'-0 CRUSHED ROCK. \ \ \ SUR-GRAOE TO BE COMPACTED AND PROOF -ROLLED WITH \ \ LOADED DUMP TRUCK UNTIL THERE IS NO PUMPING OR DORMANT DEFLECTION OF SOIL PAVEMENT SECTION DETAIL NOTES: RIS 1. BASE ROCK TO RE COMPACTED TO 95% OF THEORETICAL MAXIMUM DRY DENSITY OF T-99 PROCTOR. 2. ASPHALT TO BE COMACTED TO 92% OF RICE DENSITY. SCALE 1'-20' 20' 0 20' 40' SIDEWALK WIDTH U BOUNDARY LINE PER PIAw ADJACENT LOT LINE EXISTING I' CONTOUR LINE DUMMY JOINT 1/4' EXISTING CURB & GUTTER 3/4" RADIUS EXISTING WATER MAIN DEEP '1% GROOVE 6' EXISTING FIRE HYDRANT Y AC PAVING EXISTING WATER VALVE -1"W- PROPOSED WATER LINE PER PIAN PROPOSED WATER METER ---12"SD---$T. � N EXISTING CURB INLET -12-ST ST PROPOSED STORM DRAINAGE SYSTEM !! PROPOSED AREA DRAIN ------- _8"WW --- WW 3,000 PSI -00--o PROPOSED WASTEWATER SYSTEM ------ OHE CONCRETE EXISTING STREET LIGHT -�- EXISTING UTILITY POLE 12' IFV, EXISTING TV PEDESTAL C EXISTING PHONE PEDESTAL �. HATTER PROPOSED ELECTRIC METER 6:1 Q) MONOLITHIC CURB SIDEWALK NTS MCUNTAELE CURB & GUTTER FULL DEPTH CURB W P.3 En TREMY"wT �` cx nxs ax Resin CURB RADIJS . r,ww,.w; NOTES YrtAE mXA[t[ aunlMf Wlu HEM WNI0.MtlIN "& 9NLL W w.um m w[CH Aw9N&¢.mp6C1R'I.gM wWmHs x SIwEI' v '.ro x P a aero re am sou.'... PwEx. Y tll,&N9 PTI 9Y[I. IVM AreSN 6X91 PA4YlIl m HE It)CIM If M CRffi # SYfYNl6. 16F55 R ml`M)ENIW UI FSIE APEIxIN go P5 Lffi59dT'GIX). CD S N bFNNRIE } UEB t OAIHERC RAVf%46 SCOL A WO M NEW MI LIGE N M SIiNOB A] 9 NIX 6lC E CURB & GUTTER 3�5 Y LEVEL 2 HMAC 112• AGGREGATE -12 COMPACTED COMPACTED 3/4'-0 CRUSHED ROCK. \ \ \ SUR-GRAOE TO BE COMPACTED AND PROOF -ROLLED WITH \ \ LOADED DUMP TRUCK UNTIL THERE IS NO PUMPING OR DORMANT DEFLECTION OF SOIL PAVEMENT SECTION DETAIL NOTES: RIS 1. BASE ROCK TO RE COMPACTED TO 95% OF THEORETICAL MAXIMUM DRY DENSITY OF T-99 PROCTOR. 2. ASPHALT TO BE COMACTED TO 92% OF RICE DENSITY. SCALE 1'-20' 20' 0 20' 40' LEGEND U BOUNDARY LINE ---------- ADJACENT LOT LINE EXISTING I' CONTOUR LINE "` --- EXISTING CURB & GUTTER --------8"W-------- EXISTING WATER MAIN ® EXISTING WATER METER EXISTING FIRE HYDRANT Y EXISTING WATER VALVE -1"W- PROPOSED WATER LINE W'I PROPOSED WATER METER ---12"SD---$T. EXISTING STORM DRAINAGE SYSTEM EXISTING CURB INLET -12-ST ST PROPOSED STORM DRAINAGE SYSTEM !! PROPOSED AREA DRAIN ------- _8"WW --- WW EXISTING WASTEWATER SYSTEM -00--o PROPOSED WASTEWATER SYSTEM ------ OHE EXISTING OVERHEAD UTILITIES EXISTING STREET LIGHT -�- EXISTING UTILITY POLE IFV, EXISTING TV PEDESTAL C EXISTING PHONE PEDESTAL �. PROPOSED GAS METER PROPOSED ELECTRIC METER PROPOSED STREET LIGHT PROPOSED ASPHALT PROPOSED GRAVEL 0 PROPOSED CONCRETE BLUE 9VYJAi0A0 - DISABLED PERSON PAVEMINT MARRING n T Mpaa J s• MxrE srmx _11I t• Marc mRmrx I I ACCE)5 �� 7 MIN. MIN it (98• YIN. FOR VAN ACCE59B1£ LdWNG PER MSI A11].1) DISABLED PARKING DETAII. xrs Gaamrenau mMoxmE PBlIxAN1flE wroxouxel wwa s• Mmc vAUEaro:r s� Mme easiBn 1r r 1a• xsx xMIB mBBaB NN �R B XW Blx »� " MOM BALL MOUNTED ADA B/VAN ACCESSIBLE SIGN DETAIL Nal v s� 9 U y la O � � O �oo o � 023 0 � 9 y W Ey O � � O `IJ � Q) g2 r� v� � y W Ey r SHEET C-2.1 THESE PLANS ARE FOR PLANNING PURPOSES ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION IN THE FIELD WATER NOTES: 1. WATER CONNECTION IS PROPOSED FROM SUB OWNED 8" MAINLINE ON 5TH STREET. NEW SUB OWNED 8" LINE IS PROPOSED TO EXTEND TO REAR OF LOT TO. SERVE PROPOSED AND FUTURE DEVELOPMENT. 2. COORDINATE WATER SERVICE WITH SPRINGFIELD UTILITY BOARD. 3. DOMESTIC SERVICE WILL BE SIZED DURING BUILDING PERMIT PROCESS. 4. ALL PRIVATE PIPING TO MEET REQUIREMENTS IN OREGON PLUMBING SPECIALTY CODE, 2017. 5. FINAL FIRE LINE SIZING AND BACKFLOWS TO BE DETERMINED DURING BUILDING PERMIT PROCESS. 6. DEVELOPER TO COORDINATE BACKFLOW PREVENTION AND FIRE PROTECTION SERVICES BY CONTACTING SUB WATER DIVISION'S BACKFLOW PREVENTION SPECIALIST AT (541) 726-2396. WASTEWATER NOTES: 1. WASTEWATER CONNECTION IS PROPOSED FROM PUBLIC 8" MAINLINE ON 5TH STREET. NEW PUBLIC 8" LINE TO EXTEND TO REAR OF LOT TO SERVE PROPOSED AND FUTURE DEVELOPMENT. 2. PROPOSED PUBLIC WASTEWATER PIPING TO BE WITHIN 10' PUBLIC SANITARY EASEMENT. 3. CONTRACTOR SHALL POTHOLE EXISTING WASTEWATER LATERAL AND ALLOW ENGINEER TO FIELD VERIFY DEPTH, MATERIAL, CONDITION, AND SIZE PRIOR TO CONSTRUCTION OF WASTEWATER INFRASTRUCTURE. 4. WASTEWATER PIPING TO MEET REQUIREMENTS IN CURRENT EDITION OF OREGON STATE PLUMBING SPECIALTY CODE, 5. FINAL WASTEWATER PIPE SIZING TO BE COMPLETED DURING BUILDING PERMIT PROCESS. 6. PUBLIC SEWERLINES WILL BE CONSTRUCTED UNDER A PIP PERMIT. FRANCHISE UTILITIES: 1. ALL FRANCHISE UTILITIES ARE EXISTING IN THE ADJACENT RIGHT OF WAY AND ARE AVAILABLE TO THE SITE. EACH PROVIDER TO PREPARE SERVICE PLAN. 2. UTILITY ROUTING ON THIS SHEET IS CONCEPTUAL. VERIFY WITH. EACH UTILITY PROVIDER (SUB ELECTRIC, NW NATURAL, COMCAST, CENTURY LINK ETC.) ON FINAL DESIGNS. 3. ALL NEW UTILITY LINES TO BE PLACED UNDERGROUND. 4. ELECTRIC METERS WILL BE INSTALLED ON EACH BUILDING TO PROVIDE ELECTRICITY TO EACH UNIT. PRELIMINARY LOCATIONS ARE SHOWN AND FINAL LOCATIONS WILL BE DETERMINED DURING THE BUILDING PERMIT PROCESS. 5. VAULTSJTRANSFORMERS AND ABOVEGROUND UTILITY CONNECTIONS ALONG THE 5TH STREET FRONTAGE ARE PROPOSED TO MEET SCREENING STANDARDS PER SDC 4.4-11 O.B. 6. FINAL DESIGN T0. BE COMPLETED BU SUB ELECTRIC AND PROJECT ELECTRICIAN INCLUDING TRANSFORMER LOCATION. SCALE.' 1"=20' �tese� �r4;a*xaw. LEGEND BOUNDARY LINE ADJACENT LOT LINE EXISTING I' CONTOUR LINE CU EXISTING CURB & CUTTER -----8"W---- EXISTING WATER MAIN ❑W EXISTING WATER METER Y EXISTING FIRE HYDRANT ELEV EXISTING WATER VALVE -1'W— PROPOSED WATER LINE LPI PROPOSED WATER METER 12"SD---T. EXISTING STORM DRAINAGE SYSTEM Q EXISTING CURB INLET 12'Sf ST PROPOSED STORM DRAINAGE SYSTEM N PROPOSED AREA DRAIN (7 8"WW --- WW EXISTING WASTEWATER SYSTEM —6'VW----o PROPOSED WASTEWATER SYSTEM CU EXISTING OVERHEAD UTILITIES AD AREA DRAIN EXISTING STREET LIGHT BACK OF WALK a a ELEV � a FINISH FLOOR ELEVATION LPI EXISTING PHONE PEDESTAL O q X11 PROPOSED GAS METER HIGH POINT S PROPOSED ELECTRIC METER N DRAINAGE DIRECTION (7 O Foa� m O U OHF EXISTING OVERHEAD UTILITIES AD AREA DRAIN EXISTING STREET LIGHT BACK OF WALK CB EXISTING UTILITY POLE ELEV jl EXISTING 7V PEDESTAL FINISH FLOOR ELEVATION LPI EXISTING PHONE PEDESTAL TC TOP OF CURB PROPOSED GAS METER HIGH POINT S PROPOSED ELECTRIC METER N -o PROPOSED STREET LIGHT GRADING LEGEND AC ASPHALTIC CONCRETE AD AREA DRAIN BW BACK OF WALK CB CATCH BASIN ELEV ELEVATION FF FINISH FLOOR ELEVATION EX EXISTING TC TOP OF CURB HP HIGH POINT S SLOPE DRAINAGE DIRECTION s �I cl SHEET C-2.2 Foa� SHEET C-2.2 0.50' TOW/FFE=452.80'--I 449.30' 448.30' --- D 3"-0 WASHED - 4" 4" SOCK WRAPPED PERFORATED PIPE TO 8'x20' ROCK CHAMBER SEE DETAIL ON THIS PAGE 3.00' 0.50' THESE PLANS ARE FOR PLANNING ROUND ROCK AREA DRAIN ,� -� - T SPLASH PAD FL=452.53 1 PURPOSES ONLY AND ARE NOT TO BE ATRIUM GRATE BACK OF WALK 1 _ y, -452.00 USED FOR CONSTRUCTION IN THE FIELD 2.0' DEPTH va"c 3.0' SIDEWALK ` 15 GROWING/ / 1 ' T• 1.0' ROCK MEDIUM 4'ST PIPE :'.. ' �1�', °c "a x c ruer,oro c� D3034 PVC 1" ° >I , OVERFLOW TO � NEW 10" ST PIPE FOUNDATION FILTRATION PLANTER DETAIL N. T. S. AREA DRAIN TOP OF WALL=452.40 FL=452. 10 ATRIUM GRATE MATCH EXISTING GROUND BOTTOM (FL) OF 2.80' 3"-0 WASHED RAIN GARDEN ROUND ROCK a =449.60' ° ��j ,A - SPLASH PAD � o p p NDSCAPE 0"ST PIPE D3034 PVC w RETAINING 449.60' - \ WALL K T �� D - 1.5' GROWING p ° ��� �f � MEDIUM - ;,r\� 448.10 OIERFLOW TO 447. 10' ST PIPE //</S BIGRIADE�\ ROCK CHAMBER 7.33' FULLY ENCLOSED ROCK CHAMBER IN FILTER FABRIC TO EXTEND TO BACK OF WALK 10.3s x17. 66' INFILTRATION PLANTER DETAIL NTS BOTTOM (FL) OF RAIN GARDEN/— ARDEN TOP OF WALL=451.50 AREA DRAIN (ZONE A)=450.50 MATCH EXISTING GROUND FL=451.30 ATRIUM GRATE 0.5' �`- a `N ° y' 4"ST PIPE D3034� PVC p 451 00 4�'� \ 450,50'',�� 449.50' f 449.00,..: '-"- 1 0 ROCK HAM� CBER ]-, 448.00' F� f OVERFLOW TO /,�..,%�ti�<, ,�'iA.'� %� /�`%��.�•/A rV'� 1.5' GROWING NEW 10" ST PIPE ROCK CHAMBER MEDIUM FULLY ENCLOSED IN FILTER FABRIC NOTE: FINAL DESIGN OF STORM MANAGEMENT FACILITIES TO BE COMPLETED INFILTRATION RAIN GARDEN DETAIL DURING BUILDING PERMIT PROCESS. 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SEE CIVIL PLANS FOR GRADING AND STORMWATER FACILITY DOCUMENTATION. 2. SEE ARCHITECTURAL SITE PLAN FOR ADDITIONAL SITE INFORMATION. & EXACT PLANT SPECIES, SIZES AND LOCATIONS ARE PRESENTED FOR REFERENCE ONLY AND ARE SUBJECT TO CHANGES AT THE TIME OF BUILDING PERMIT SUBMITTAL. ALL CHANGES WILL MEET THE CONDITIONS OF SITE PLAN REVIEW APPROVAL AND APPLICABLE CODE REQUIREMENTS. 4. PROVIDE MULCH CIRCLE AROUND PROPOSED STREET TREE. IRRIGATION SYSTEM DESCRIPTION 1. IRRIGATION SYSTEM TO BE DESIGN BUILD BY CONTRACTOR, 2. AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM WILL BE PROVIDED FOR NEW LANDSCAPE AREAS. 3. SYSTEM TO PROVIDE HEAD TO HEAD COVERAGE. 4. SYSTEM IS TO PROVIDE SEPARATE ZONES FOR LAWN AND SHRUB AREAS, 5. SYSTEM TO PROVIDE SEPARATE ZONES FOR DIFFERENT SOLAR ORIENTATIONS. 6. HEAD LAYOUT WILL MINIMIZE OVERSPRAY ONTO PAVED SURFACES. 7. MAIN LINE IS TO HAVE MANUAL DRAIN VALVES, LANDSCAPE GUIDELINES A VERIFICATIONS 1. VERIFY LOCATION OF ALL UTILITIES AND PROTECT DURING CONSTRUCTION. 2. PROTECT ALL EXISTING TREES, VEGETATION AND UTILITIES TO REMAIN DURING CONSTRUCTION. B. PRODUCTS 1. TOPSOIL AT PLANT BEDS: IMPORTED SANDY LOAM WITH 10% HUMUS AND CHARACTERISTIC OF LOAMS OF THE AREA. FREE OF ROCK, SUBSOIL, CLODS, LUMPS, PLANTS, ROOTS, STICKS, WEEDS, SEEDS AND OTHER DELETERIOUS SUBSTANCES. 2. SOIL AMENDMENTS a. FERTILIZER; 15-5-10-10 COMMERCIAL FERTILIZER. B. ORGANIC MATERIAL:'GARDEN COMPOST AVAILABLE FROM REXIUS OR LANE FOREST PRODUCTS. 3. MULCH: SHREDDED FIR BARK: SCREENED AT 5/8" MINUS AT PLANT BEDS. 4. PLANTING TABLETS: SCOTTS AGRIFORM FERTILIZER TABLETS. 5. PLANT MATERIAL a. PROVIDE ONLY HEALTHY, FULL PLANT MATERIAL AT SIZES INDICATED. b. PLANT SUBSTITUTIONS TO BE APPROVED BY LANDSCAPE ARCHITECT. 6. MATERIALS a. STAKES: SOFTWOOD LUMBER, POINTED END, UNIFORMLY SIZED, 2" X T MIN. CAPABLE OF AT LEAST 2 YEARS BURIAL. STAKES TO BE PAINTED BLACK. b. GUY WIRES: NO. 10 GA. ANNEALED, GALVANIZED STEEL WIRE, C. SOIL PREPARATION PLANT BEDS 1. AT PLANT BEDS: SCARIFY EXISTING TOPSOIL THOROUGHLY TO A DEPTH OF 3" MINIMUM PRIOR TO PLACEMENT OF NEW TOPSOIL. 2. PLACE NEW TOPSOIL OVER TILLED EXISTING TOPSOIL AS NEEDED TO MATCH EXISTING ADJACENT GRADE. FILL IN ALL LOW AREAS AND CROWN PLANT BEDS TO CENTER. 3. ADD 3" OF ORGANIC MATERIAL AND 15-5-10-10 FERTILIZER TO TOPSOIL AT THE RATE OF 20 LBS. PER 1000 SF. MIX AMENDMENTS AND TOPSOIL TO A DEPTH OF 6" MINIMUM. CROWN SOIL TO THE CENTER OF PLANT BEDS. 4. PROTECT EXISTING TREE ROOTS DURING SCARIFICATION, PLACEMENT AND TILLING. TILL BY HAND AT PLANT BEDS ADJACENT TO EXISTING TREES TO REMAIN. DO NOT CUT ANY ROOTS LARGER THAN 2". 5. COMPACTION: PLACE SOIL IN LAYERS. COMPACT EACH LAYER AT 85 PERCENT. D. PLANTING 1. SET PLANTS IN PITS OR BEDS, PARTLY FILLED WITH PREPARED PLANT MIX, AT A MIN. OF 6" DEPTH UNDER EACH PLANT. REMOVE BURLAP, ROPES AND WIRES FROM ROOT BALLS. 2. APPLY PLANTING TABLETS PER MANUFACTURER'S HIGH RATES. 3. BACKFILL SOIL MIXTURE AND COMPACT IN LAYERS. MAINTAIN PLANT MATERIAL IN VERTICAL POSITION. 4. SATURATE SOIL WITH WATER WHEN PIT OR BED IS HALF FULL WITH TOPSOIL AND AGAIN WHEN FULL, E. MULCHING: MULCH ALL PLANT BEDS TO A MINIMUM DEPTH OF 3" WITHIN 24 HOURS OF PLANTING. TAPER MULCH TO 1"AT PAVING EDGES. F. LAWN: RESTORE LAWN AT AREA OF DISTURBANCE. PLACE IMPORTED TOPSOIL AS NEEDED TO CREATE SEED BED WITH SMOOTH TRANSITION TO ADJACENT GRADE. FILL IN ALL LOW AREAS. SEED AT MANUFACTURERS HIGH RATE. G. NOTIFY LANDSCAPE ARCHITECT 48 HOURS PRIOR TO PLANT MATERIAL LAYOUT REVIEW. H. MAINTENANCE: CONTRACTOR TO MAINTAIN ALL PLANT MATERIAL THROUGH FINAL COMPLETION INCLUDING WEEDING, PRUNING, MAINTAINING GUYS AND STAKES AND REPLACEMENT OF MULCH. I, PLANT LIST QUANTITIES ARE FOR CONTRACTOR CONVENIENCE ONLY. CONTRACTOR TO VERIFY ACTUAL QUANTITIES SHOWN ON PLAN. J. PROVIDE ONE YEAR WARRANTY FOR ALL PLANT MATERIAL. ACTIVE UPON APPROVAL OF SUBSTANTIAL COMPLETION. SECTION SCALE: 1" = T-0" GUY WIRE STAKES AS SPECIFIED - EVENLY SPACED (2) EACH ORNAMENTAUCONIFER TREE (3) EACH SHADE TREE REMOVE BURLAP FROM TOP W OF ROOT BALL MULCH AS SPECIFIED (2" CLEAR AT TRUNK) PLANTING SOIL SUB GRADE COMPACTED TOPSOIL (BELOW ROOT BALLS ONLY) NOTE MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TO FACE NORTH AT THE SITE WHENEVER POSSIBLE. TYPICAL TREE PLANTING SECTION TYPICAL SHRUB PLANTING SECTION ADJACENT BUILDING OR EDGE OF PLANT BED REMOVE ALL BINDINGS AND BURLAP FROM ENTIRE ROOT BALL MULCH AS SPECIFIED (2" CLEAR AT TRUNK) PLANTING SOIL WITH SPECIFIED FERTILIZER ANDAMENDMENTS COMPACTED TOPSOIL (BELOW ROOT BALLS ONLY) SCARIFIED SUB -GRADE SCALE: 1/2" = V-0" SPACING "D" ADJACENT LAWN SPACING "D" SPADED EDGE (CUT 3" CLEAN ANGLE TO LOCK 2.6" 18" MULCH IN PLACE AT 15.6" 6" O.C. 5.2" 24" LAWNS) 20.8" 9" O.C. 7.8" 30" O.C. - 12" 3" MULCH TAPERS SII III j: (III -� III -III III �III ISI � ''� �- 36" TO2"AT LAWNS -III 1 111111 15" PLANTING SOIL 13.0" 48" (SEE SPECIFICATIONS 41.5" FOR DEPTH) NOTE: THIS DETAIL IS TYPICAL WHERE LAWN MEETS PLANT BEDS, AND MULCH RINGS AT TREES. 4' ht. 5 gal PLANT BED EDGE AT LAWNS 8 SECTION SCALE: 1" = T-0" GUY WIRE STAKES AS SPECIFIED - EVENLY SPACED (2) EACH ORNAMENTAUCONIFER TREE (3) EACH SHADE TREE REMOVE BURLAP FROM TOP W OF ROOT BALL MULCH AS SPECIFIED (2" CLEAR AT TRUNK) PLANTING SOIL SUB GRADE COMPACTED TOPSOIL (BELOW ROOT BALLS ONLY) NOTE MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TO FACE NORTH AT THE SITE WHENEVER POSSIBLE. TYPICAL TREE PLANTING SECTION TYPICAL SHRUB PLANTING SECTION ADJACENT BUILDING OR EDGE OF PLANT BED REMOVE ALL BINDINGS AND BURLAP FROM ENTIRE ROOT BALL MULCH AS SPECIFIED (2" CLEAR AT TRUNK) PLANTING SOIL WITH SPECIFIED FERTILIZER ANDAMENDMENTS COMPACTED TOPSOIL (BELOW ROOT BALLS ONLY) SCARIFIED SUB -GRADE SCALE: 1/2" = V-0" SPACING "D" ROW "A" SPACING "D" ROW "A" 3" O.C. 2.6" 18" O.C. 15.6" 6" O.C. 5.2" 24" O.C. 20.8" 9" O.C. 7.8" 30" O.C. 26.0" 12" O.C. 10.4" 36" O.C. 30,0" 15" O.C. 13.0" 48" O.C. 41.5" GROUNDCOVER SPACING DIAGRAM PLAN LANDSCAPE DETAIL AND SCHEDULE NTS SCALE: 1/2" = V-0" rLMIN I Z tUrltUULt VL.AN I bt;HtUULt TREES 1BOTANICALNAME COMMON NAME CONT REMARKS ' ACSS 13 Acer palmatum'Aka Shigitatsu Sawa' Aka Shigitatsu Sawa Japanese Maple T ht. Multi -stem, full, B&B ACRR 3 Acer rubrum -Red Sunset' Red Sunset Maple 2" cal.Matching, limbed up to approx. 6 ft. CHO 2 Chamaecypans obtuse Hmokl False Cypress White Wonder Dogwood i Autumn Applause Ash 8' ht. matching, full I COE FRAA 2 Cornus kousa'Eddie's White Wonder' 1.5" cal. Single stem, B&B, matching, full 2 Fraxinus americana'Autumn Applause' 2" cal Matching, limbed up to approx 6 ft. CUL 4 x Cupressocyparis leylandii Leylandi Cypress 8' ht matching, full, B&B SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS ABGE 26 Abele x grandiflora'Edward Goucher' Edward Goucher Glossy Abelia 5 gal 3 gal 5 gal 13 gal Matching, full, staked Matching, full Matching, full DO 17 Daphne odora Winter Daphne Burning Bush Dwarf Fothergilla EUAC 19 Euonymus alatus'Compactus FOG 26 Fothergilla gardenii Hibiscus syriacus Matching, full HS 76 ICC Rose Of Sharon 4' ht. 5 gal Matching, full Matching, full 8 Ilex crenata'Compacta' Ilex crenata'Sky Pencil Japanese Holly ICCS 38 Sky Pencil Japanese Holly 3 gal 5 gal Matchin full Matching, full MC 5 62 Myrica californica Nandina domestica'Lemon Hill Pacific Wax Myrtle NADL Lemon Hill Nandina Valley Rose Japanese Piens 3 gal 5 gal Matching, full Matching, full PIJV 2 Plerls japonica'Valley Rose' PLO 30 Prunus laurocerasus'Otto Luyken' Otto Luyken English Laurel 5 gal Matching, full RHU 28 Rhododendron x'Unique' Unique Rhododendron Emerald Green Arborvitae '.5 gal 5 gal Matching,. full Matching, full, 36" o.c. TOEG 34 Thuja occidentalis'Emerad Green' VACB �, 12 Vaccinium corymbosum'Bluecrop' Bluecrop Highbush Blueberry 13 gal Matching, full VID 18 ', Viburnum davidii David Viburnum 3 gal Matching, full GROUND COVERS QTY BOTANICAL NAME I COMMON NAME CONT REMARKS j BLS 34 Blechnum spicant Deer Fem 1 gal Matching, full, 24" o.c. NAK 108 Narcissus x'King Alfred' King Alfred Daffodil Dwarf Fountain Grass en Carpet Raspberry bulb Matching, full, 12" o.c. PEAH 49 Pennisetum alopecuroides'Hameln' 1 gal 1 gal Matching, full 24' o.c. Matchmg, full, 18" o.c. RUC 29 --_taneln Ru calycinoldes RFG 59 I Rudbeckia fulgida'Goldstrum' eflower 1 gal Matching, full, 15"o.c. INFILTRATION RAIN GARDEN - 290 SQ FT (SCHEME 3) TREES QTY 60TANICAL NAME COMMON NAME CONT REMARKS ACG 2 Acer gnseum Paperbark Maple 1.5" cal. Multi -stem, B&B, matching, full, (A SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE COSK 13 Cornus sencea'Kelseyi' Dwarf Redtwig Dogwood 2 gal SPD 6 Spiraea douglasii Western Spirea 3 gal GROUND COVERS QTY BOTANICAL NAME DC 155 Deschampsia cespitosa JUPA 78 Juncus patens COMMONNAME Tufted Hair Grass California Gray Rush REMARKS Matching, full 24' o.c. tA/B) ng, full 4o.c. CONT (REMARKS 4" pot Matching, full, 12" o.c. (A/B) 4, pot Matching, full 12" o.c. (ANV) INFILTRATION PLANTER - 108 SQ FT (SCHEME 3) TREES QTY BOTANICAL NAME COMMON NAME CONT REMARKS ACE; G 1 Acer gris I Paperbark Maple. 1.5" cal. Multi -stem, B&B, matching, full, (A/B) SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS MAN 13 Mahonia nervosa Oregon Grape 3 gal ct hB, full, 24" o.c. GROUND COVERS QTY i BOTANICAL NAME Juncus patens __ COMMON NAME CONT REMARKS JUPA - 77 California Gray Rush 4" pot Matching, full, 12" o.c. (A/W) FOUNDATION FILTRATION PLANTER - 54 SO FT (SCHEME 1) GROUND COVERS QTY 'BOTANICAL NAME .COMMON NAME CONT REMARKS CAO 55 Carex obnupta Slough Sedge 4" pot Matching, full, 12" o.c. (A/B) I engage:ARCHITECTURE 3220 Kincaid Street Eugene, OR 97405 5 4 1. 8 6 8. 4 5 3 5 WWW,ENGAGEARCHTECTURE.COM DOUGHERTY LANDSCAPE ARCHITECTS 474NfIWougl Sioel SoMa 3.5 Eugene, Qegun 97401 P 541.683,5803 F 541.683.8183 u,re DLAdesigacom ,GIST 279 `O 279 Duund J. Dougherty ��P OREGON ti C4AE Ago' z LU CN C3 EL ti �o N10 cW (0 r Z ul dY 09 X Im" REVISION$ _ NrfMSER DATE UZ _ Z -_ _- LU LANDSCAPE PLAN O GT w DRAWN SY:JM CHECKED BY:DJD fY ISSUE DATE: JUNE & 2822 Z PROJECT NUMBER: 2105 J a. L12