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HomeMy WebLinkAboutPlan, Tentative APPLICANT 11/5/20215TH STREET APARTMENTS EXISTING SITE CONDITIONS 1 " = 10'-0" SHEET LIST A001 EXISTING CONDITIONS AND VICINITY MAP AW2 PROJECT DATA AND PROPOSED SUE PLAN AW3 BUILDING A PROPOSED PLANS AND ELEVATIONS AW4 BUILDING B PROPOSED PLANS AND ELEVATIONS AW5 DUPLEX PROPOSED PLANS AND ELEVATIONS A006 TRASH ENCLOSURE PLAN AND ELEVATIONS C-2.0 GRADING AND DRAINAGE PLAN C-2.1 PAVING, LIGHTING AND STRIPING PLAN C-2.2 UTILUY PLAN C-2.3 CIVIL DETAILS 1.101 LANDSCAPING PLAN L ,PROJECT, SITE L._.J O STREET 1 VICINITY MAP NO SCALE engage:ARCHITECTURE 3220 Kincaid Street Eugene, OR 97405 5 4 1. 8 8 8. 4 5 3 5 ,A VJ Z LU 73 N CID O V Q � O) H = 0 Q I— ❑ In J LL r i7 LUz Y Lu H 2 H Lo A001LU CID Cf) z W SHEET LIST U EXISTING CONDITIONS VICINITYMAP LU W DRAWN BY:DRS CHECKED BY:DRS ry ISSUEDATE: NOVEMBER1,2021 Q PROJECT NUMBER: 2105 J d A001LU CID UTILITY POLE PROPERTY LINE �I w SETBACK (E) HOUSE RELOCATE(E) 6FENCE SEGMENT ALONG W. PROPERTY (— LINE J TAX LOT 2701 20KT SF PRIVATE OPEN SPACE 243 SF PRIVATE OPEN SETBACK SF UNI ❑ UNIT SF ❑UNIT UNI SF ❑ 432 BMLDINGB 432 SF ❑ UNIT PLANTER AREA 2014 SIR Md NHOLE 4x 4324 unit+ 4 x 34 sf storage) PARKING AND I PRNATE Existing House 12765f C M 432SF OREN EM i 4 I SPACE w SETBACK (E) HOUSE RELOCATE(E) 6FENCE SEGMENT ALONG W. PROPERTY (— LINE J TAX LOT 2701 20KT SF PRIVATE OPEN SPACE 243 SF PRIVATE OPEN SETBACK SF UNI ❑ UNIT SF ❑UNIT UNI SF ❑ 432 BMLDINGB 432 SF ❑ UNIT 432SF ❑ EllIWIT u, ` 1 (E) 6 FENCE TO RETAIN 123SF'TREE I PLANTER COVERED TRASH ENCLOSURE 16-10" INDICATES EMERGENCY VEHICLETURNAROUND 4 -YD. 4 -YD. PER OREGON FIRE CODE TRASH ECYCL y FIG. D.103.1 "ACCEPTABLE I ALTERNATIVE TO 126 HAMMERHEAD" 28' RADIUS, TYP. 123 SF TREE 10'-0" I PLANTER 1(6) SHORTi BIKE PKG. / I I ik F—wJL I PLANTER AREA BETWEEN Md NHOLE 4x 4324 unit+ 4 x 34 sf storage) PARKING AND Building 55924(12 x 432 sf unit+ 12 x 340storage) LIVING AREAS, TYP. Existing House 12765f C M 432SF 16-0" i MIT v C w Required Common Open Space=.25 x 11,050 floor area -1810 sf private o.s. =953 sf a 432SF ❑ EllIWIT u, ` 1 (E) 6 FENCE TO RETAIN 123SF'TREE I PLANTER COVERED TRASH ENCLOSURE 16-10" INDICATES EMERGENCY VEHICLETURNAROUND 4 -YD. 4 -YD. PER OREGON FIRE CODE TRASH ECYCL y FIG. D.103.1 "ACCEPTABLE I ALTERNATIVE TO 126 HAMMERHEAD" 28' RADIUS, TYP. 123 SF TREE 10'-0" I PLANTER 1(6) SHORTi BIKE PKG. / I I ik F—wJL I T PLANTER AREA BETWEEN Md NHOLE 4x 4324 unit+ 4 x 34 sf storage) PARKING AND Building 55924(12 x 432 sf unit+ 12 x 340storage) LIVING AREAS, TYP. Existing House 12765f C M Garage 440 sf(includes storage for House and Garage Unit) 16-0" Garage Unit 866 sf Required Open Space =.15 x 29,206 4 net area =4381 sf v C w Required Common Open Space=.25 x 11,050 floor area -1810 sf private o.s. =953 sf a 1000 4 provided (Includes 250 sf Active Recreation Space) � COMPACT We PARKING C STALL, TYP. Min 456 sf provided Required Total Site Landscaping = .15 x 29,206 4 = 43810 ADA 6106 sf provided =21%site Building Footprint= 7322 4= 25% of site VAN -ACCESSIBLE Building B 3817 sf House 10325f W SIGN Garage 440 sf Trash Encl. 135sf i Rooflmpervious= 90850=31%ofsite a $K c BuildingA 2297 sf Building B 4455sf 'n I Garage/Unit 1050 sf Trash Enclosure 161 sf T L -------- I - - - -L n N W ACCESS w b EASEMENT U oQ io M1 ------------------------- RSP §r b ❑ I+"(uy to 4 2S T-712" UNIT a 432 SF El UNIT m BUILDWGA 1g1111�8'Z•]Iq TRIED SETBACK LINE ------------------ UNIT UNIT 34 SF SF II � g.-0.. 133 SIR STORAGE TORAGE 1335E A PR--- ----� ----- __PRIVATE 85F 51A— 10'-0" OPEN SPACE OPENSPACE TORAG 100 SF L ---L------- 104 SF PRIVATE m b OPENSPACE PRIVATE 7 - - - - - N OPEN ON . . . - -,' SPACE : (E)DECK — 1.4q:,t,f,'.',','.',',',',',',' /// j /� S'-912" STANDARD -4: We PARKINGI RIC OM E ACT STALL, TYP. ,m PENRECREATION G7 � I -.OPEN.q COMMON RECREATION, AREA 18.-0.. SHP T -y 11 F1 —p M)COJC. WALK b BOARDWALK OVER L • (E) SWGLE u N FAMILYMOUS w a RAIN GAR EN TO REMAIN F_ 1140SFSo I0 / J / 1 w 1 15-0. .7.7.7. / 1 COMMON _— WATE (N GARAGE w I OPEN VALVE 440 SF SPACE W (1) PKG. STALL >ERJ U deuNrr 8405E N yj I 3TO Y J STORAGE (N)CONC. WALK b TAX LOT 2700 "Z SETBACK c a N89PLANTER WALL °51'S1'W 198.00' TAX LOT 2300 (E) 6 FENCE TO REMAIN TAX LOT SITE PLAN GAS VALVE W PIPE N SETBACK I TILITY POLE 6' PIPE i n, (N) STREET TREE, TYP. REPLACE (E) IT CURB CUTW/(N)CURBAND SIDEWALK W PIPE WATER VALVE WATER VALVE SIORM URAIN Md NHCLE PLANTER AREA BETWEEN Md NHOLE 4x 4324 unit+ 4 x 34 sf storage) PARKING AND Building 55924(12 x 432 sf unit+ 12 x 340storage) LIVING AREAS, TYP. Existing House 12765f C M Garage 440 sf(includes storage for House and Garage Unit) 16-0" Garage Unit 866 sf Required Open Space =.15 x 29,206 4 net area =4381 sf v C w Required Common Open Space=.25 x 11,050 floor area -1810 sf private o.s. =953 sf a 1000 4 provided (Includes 250 sf Active Recreation Space) � COMPACT We PARKING C STALL, TYP. L -------- I - - - -L n N W ACCESS w b EASEMENT U oQ io M1 ------------------------- RSP §r b ❑ I+"(uy to 4 2S T-712" UNIT a 432 SF El UNIT m BUILDWGA 1g1111�8'Z•]Iq TRIED SETBACK LINE ------------------ UNIT UNIT 34 SF SF II � g.-0.. 133 SIR STORAGE TORAGE 1335E A PR--- ----� ----- __PRIVATE 85F 51A— 10'-0" OPEN SPACE OPENSPACE TORAG 100 SF L ---L------- 104 SF PRIVATE m b OPENSPACE PRIVATE 7 - - - - - N OPEN ON . . . - -,' SPACE : (E)DECK — 1.4q:,t,f,'.',','.',',',',',',' /// j /� S'-912" STANDARD -4: We PARKINGI RIC OM E ACT STALL, TYP. ,m PENRECREATION G7 � I -.OPEN.q COMMON RECREATION, AREA 18.-0.. SHP T -y 11 F1 —p M)COJC. WALK b BOARDWALK OVER L • (E) SWGLE u N FAMILYMOUS w a RAIN GAR EN TO REMAIN F_ 1140SFSo I0 / J / 1 w 1 15-0. .7.7.7. / 1 COMMON _— WATE (N GARAGE w I OPEN VALVE 440 SF SPACE W (1) PKG. STALL >ERJ U deuNrr 8405E N yj I 3TO Y J STORAGE (N)CONC. WALK b TAX LOT 2700 "Z SETBACK c a N89PLANTER WALL °51'S1'W 198.00' TAX LOT 2300 (E) 6 FENCE TO REMAIN TAX LOT SITE PLAN GAS VALVE W PIPE N SETBACK I TILITY POLE 6' PIPE i n, (N) STREET TREE, TYP. REPLACE (E) IT CURB CUTW/(N)CURBAND SIDEWALK W PIPE WATER VALVE WATER VALVE SIORM URAIN Md NHCLE PROJECT DATA 1866 5TH ST. SPRINGFIELD, OR 97402 MAPA 17-03-26-24 TAX LOT If 2700 .67 AC= 29,206.4 Development Zone: High Density Residential (HDR) Required Unit Density= 2842 dwelling units per net acre =19-28 units Proposed Residentia l Units= 20 BuildingA 6 Building B 12 Duplex (House+Garage Unit) 2 SANITARY Gross Floor Area=11,050 sf SEWER BuildingA 28764(2 x 488 sf unit+ 2 x 18 sf storage+ Md NHOLE 4x 4324 unit+ 4 x 34 sf storage) Building 55924(12 x 432 sf unit+ 12 x 340storage) Existing House 12765f Garage 440 sf(includes storage for House and Garage Unit) Garage Unit 866 sf Required Open Space =.15 x 29,206 4 net area =4381 sf 6852 sf provided (1000 sf Common +18104 Private+ M42 sf Setbacks) Required Common Open Space=.25 x 11,050 floor area -1810 sf private o.s. =953 sf 1000 4 provided (Includes 250 sf Active Recreation Space) Required Private Open Space= %4x 12 ground Flow units =1152 sf 1810 4 provided (370 sf Bldg. A+ ISO 4 Bldg. B+ 100 sf House +120 4Garage Unit) Required Landscaped Common Open Space =5 x 912 sf=4%4 Min 456 sf provided Required Total Site Landscaping = .15 x 29,206 4 = 43810 6106 sf provided =21%site Building Footprint= 7322 4= 25% of site BuildingA 1898 sf Building B 3817 sf House 10325f Garage 440 sf Trash Encl. 135sf i Rooflmpervious= 90850=31%ofsite a c BuildingA 2297 sf Building B 4455sf House 11575f Garage/Unit 1050 sf Trash Enclosure 161 sf Non Binding Impervious 13,3580=46%site Uncovered Porches and Balconies 1364 Driveways and Parking Lot 11,3274 Walks and Curbs 1895 4 Total Impervious Surface= 9085 4 roof +13,358 sf non -bldg. = 22,443 4=77%site Required Vehicle Parking= 1 required x20 dwelling units= 20 total required stalls Standard Stalls= .7 x 20 total required stalls = 14 standard stalls required 16 provided, including one van -accessible ADA stall and aisle Compact S"16 =.3 x20 total required stalls= 6 compact stalls allowed max. 4 provided Padding required x20 dwellingunts= 20 total required stalls Required Bicycle Padding l required x20 dwelling units 20 total required stalls Long -Term Stalls = .75 x 20 total required stalls -15long-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 00127 direcOyacross from site on the Eastside of 5th St. 1 " = 10'-0" SANITARY SEWER MANHOLE LEI s x ORANANITARY Lxe �xs � �I w ER LINE GRauxE MERxEAnuqurvum engage:ARCHITECTURE 3220 Kincaid Street Eugene, OR 97405 5 4 1. 8 8 8. 4 5 3 5 W W W.ENGAGEARCHITECTURE.COM ""4DAVID R. S a 5 7 8 �0 OF Z cW C N O V Q � O) H In O Q �o O LU L �U W LL r LL W Z_ Y LU Cf) 2 YJ REVISIONS NUMBER DATE PROJECT DATA PROPOSED SITE PLAN DRAWN BY:DRS CHECKED BY:DRS ISSUEDATE: NOVEMBER11 ,202 PROJECT NUMBER: 2105 A002 U) H z LU O O 0 LU LU LU Itz Q J d LU I- BUILDING A NORTH ELEVATION 1 /8" = 1'-n" 5 BUILDING A WEST ELEVATION A003 1 /8" = V-0" -BUILDING A SOUTH ELEVATION 1m / 1/8"= 1'-n" 3_ BUILDING A EAST ELEVATION A003 1/8" = 1'-0" I 51'- in 1/9" 2 BUILDING A SECOND FLOOR PLAN A003 1 /8" = 1'-0" b e 51'- 10 1/2" 17'- 5 1/2" 10'- 3 1/2" 13--7-- 10'- 6 1/2" 104 SF PRIVATE OPEN SPACE 133 SF PRIVATE 133 SF PRIVATE 18 SF OPEN SPACE OPEN SPACE STORAGE 34 SF 34 SF c STORAGE STORAGE m 488 SF UNIT 4325E UNIT I LL _J m - i 4'-0" 12'-113/4" 4'-4" 13'-0" 51'- 10 1/2" 432 SF UNIT �3 8'- 5 1/2" 1 13'- 1 1/4" BUILDING A FIRST FLOOR PLAN 1/8" = 1'-n" c a engage: ARCHITECTURE 132 E. Broadway, Suite 415 Eugene, OR 97401 5 4 1. 8 6 B. 4 5 3 5 W .MN GEARCHREUURECCM DAVW R. S<CH 5 7 6 �� Q OF U) Z CW G ryN� !Y N O v r W O LW Uof U ry ~ o UU U) I- J (D W_ S LL 2 u7 Z co Q. L /n REVISIONS NUMBER DATE BUILDING A DRAM BY DRS CHECKED BV:DRS ISSUE DATE: November 1, 2021 PROJECTNUMBER: 2105 A003 6 BUILDING -B NORTH ELEVATION A004 1/8" = 1'-0" BUILDING B WEST ELEVATION BUILDING B SOUTH ELEVATION BUILDING B EAST ELEVATION 1n¢' -A" IF BUILDING B SECOND FLOOR PLAN 1M3' - All BUILDING B FIRST FLOOR PLAN A004 1/8" = V-0" engage: ARCHITECTURE 132 E. Broadway, Suite 415 Eugene, OR 97401 5 4 1. 8 6 B. 4 5 3 5 W .MN GEARCHREUURECCM DAVID R. S<CH 5 7 6 �� Q OF U) z LU !Y N O V r Z W Q W W ry F o W Q V/ FJ (D W_ S W 2 u7 Z co Q. L co) REVISIONS NUMBER DATE BUILDING B DRAM BY DRS CHECKED BV:DRS ISSUE DATE: November 1, 2021 PROJECTNUMBER: 2105 A004 6 DUPLEX NORTH ELEVATION p DUPLEX WEST ELEVATION II1;1 l Cl1 DUPLEX SOUTH A005 1 /8,7-= 1 1" ELEVATION 3 DUPLEX EAST ELEVATION `ffIIIENIES 7n' - n., 18--511151-1 DUPLEX SECOND FLOOR PLAN DUPLEX FIRST FLOOR PLAN ul;y lw4f engage: ARCHITECTURE 132 E. Broadway, Suite 415 Eugene, OR 97401 5 4 1. 8 6 B. 4 5 3 5 W .MN GEARCHREUURECCM DAVID R. S<CH 5 7 6 �� Q OF U) Z W ry LL N O V r Z W Q W W ry F o W Q V/ FJ (D W_ S W 2 u7 Z co Q. L co) REVISIONS NUMBER DATE DUPLEX DRAM BV:DRS CHECKED BV:DRS ISSUE DATE: November 1, 2021 PROJECTNUMBER: 2105 A005 �1■FFE 170 DUPLEX SOUTH A005 1 /8,7-= 1 1" ELEVATION 3 DUPLEX EAST ELEVATION `ffIIIENIES 7n' - n., 18--511151-1 DUPLEX SECOND FLOOR PLAN DUPLEX FIRST FLOOR PLAN ul;y lw4f engage: ARCHITECTURE 132 E. Broadway, Suite 415 Eugene, OR 97401 5 4 1. 8 6 B. 4 5 3 5 W .MN GEARCHREUURECCM DAVID R. S<CH 5 7 6 �� Q OF U) Z W ry LL N O V r Z W Q W W ry F o W Q V/ FJ (D W_ S W 2 u7 Z co Q. L co) REVISIONS NUMBER DATE DUPLEX DRAM BV:DRS CHECKED BV:DRS ISSUE DATE: November 1, 2021 PROJECTNUMBER: 2105 A005 16 -10 5 DUMPSTER ENCLOSURE NORTH A006 1/4" = 1'-0" 4 DUMPSTER ENCLOSURE WEST DUMPSTER ENCLOSURE SOUTH 2 DUMPSTER ENCLOSURE EAST A006 1/4" = 1'-0" DUMPSTER ENCLOSURE PLAN Iia" = 1-n engage: ARCHITECTURE 132 E. Broadway, Suite 415 Eugene, OR 97401 5 4 1. 8 6 B. 4 5 3 5 W .MN GEARCHREUURECCM DAVID R. S<CH 5 7 6 �� Q OF U) w 75 H !Y N O V r Z W Q W W ry F o W Q V/ FJ (D W_ S W 2 u7 Z co Q. L co) REVISIONS NUMBER DATE DUMPSTER ENCLOSURE DRAM BY DRS CHECKED BV:DRS ISSUE DATE: November 1, 2021 PROJECTNUMBER: 2105 A006 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 120 FF SOUTH OF SOUTHEAST PROPERTY CORNER. 2. PROPERTY BOUNDARIES ARE WITHIN THE 5 -YEAR TIME OF TRAVEL WELLHEAD ZONE. 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 B, 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&0 ENGINEERING ATTACHED WITH SITE REVIEW PACKET. 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 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 SQ.FT. 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. GRADING NOTES: 1. GRADING SHOWN IS PRELIMINARY AND WILL BE FINALIZED IN BUILDING PERMIT PROCESS. STORM: DRAINAGE TABLE DRAINAGE FACILITY ADJACENT LOT LINE IMPERVIOUS III FACILITY (MIN) STORAGE (MIN) IMPERVIOUS AREAS AREA FF \ III (CUFT) COLLECTED (MAX) (S.F.) FOUNDATION FILTRATION PLANTER Ex CI 218 BUILDING B ROOF 4455 INFILTRATION PLANTER 100 FL /N =447.66 PARKING LOT 5906 INFILTRATION RAIN GARDEN 344 492 RIM £LEI4=450.41 III ® PROPOSED AREA DRAIN DUPLEX ROOFS � III NA NA DRIVEWAY 5421 EXISTING OVERHEAD UTILITIES EXISTING STREET LIGHT V EXISTING UTILITY POLE ST ce ROLE EXISTING TV PEDESTAL III ` EXISTING PHONE PEDESTAL z PROPOSED GAS METER 6" FL /N (S)=447.94 PROPOSED ELECTRIC METER - EX STMH PROPOSED STREET LIGHT 10" FL OUT (E)=44784 W 24' FL IN (N)=446.0 RIM ELEV.-450.05 I`II^J .o', 10" FL IN (NW)=4471 III ��Q 450.55 TC FL OUT5 49 45. 9 EXISTING 452.04 TC FENCE '1P� TC 452.11 TC RIM ELEV.=424- ` III 3 451.54 AC 451.14 RIM SLOPE AT 5:1 451.61 AC EX TC °450.46 �, 449.6 IX AC III 450.92 5= _ .. _ x IX 6' III EX UnLRY PROPOSED Pte. Q P: pOL� ASPHALT PAVING yy III �450.61 452.48 TC FOUNDATION 8 22.0' }' . a 451.98 AC 452.22 TC $ 45p3 ' + 452.72 TC 452.33 TC TC III 45257 3.5'x29' 451.72 AC n 45222 AC 452.22 AC 451.83 AC 450.11 AC BW452 82 III 451.18 CONC 450.51 IX TC EX - - - - - 453.00.TC - - EX AC .. �'� �'�� 452.50 ACTCEX TC III E, R 452.30 451.30 TOW 452.60 TC 452.48 `450.08 EX AC IF 452.19 453..10 i u� 45'210 AC CONEC BIN IIIIII I1 45y2.79 AC AC HP AC 0 t '4i FFE=452.50' ON PLANTER 5x22' 452.73 452.40 LCA a sNC Tow I Po LE avo <:. CONC 2577 SODIUM18�i LIGHTI TO BUlLDDVC B - <STRR REAMW FFE=452.94' 1 451.93 BW °... RIM ' Z-- f - - 452.19 .- BW 1 OD 1 FG COMMON 0.97 = 1 1 OPEN SPACE 1 (300 SF)11 L_ 10.00' 452.92 452.77 AC z BRIDGEAOVER CONIC \ 152.27/ AC 1 AC/HP L '- °I t RAIN GARDEN III )1 INFILTRATION 1 r 9W .00 1 452.17 _ EXfMG DOME RAIN GARDEN 452.19 FC 8'x43' FG a FFE=453.58' 45150 < III pEsi0 TOW ` III 1 2 IPRWATE 452.83 45193//'AC DUPLEX OPEN SPACE .9 BW RIM GARAGE OMT 1(240 SF) FL £ 452.92 CONC e.' ° n PROPOSED FFE=452.20' FFE=452.92' III - ASPHALT - - - - N PAVING J e° ---------- Aso. III 452.19 45� 451.75 BW IX� III Fc it UnLITY POLE n III 452.27 AC ` FEXXIS7ING "�� II III EX GAS VALVE 11 III II 11 II EX SINN 24' FL IN (S)=446.64 24" FL OUT (N)=446.54 RIM ELEV.�450. 93 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 120 FF SOUTH OF SOUTHEAST PROPERTY CORNER. 2. PROPERTY BOUNDARIES ARE WITHIN THE 5 -YEAR TIME OF TRAVEL WELLHEAD ZONE. 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 B, 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&0 ENGINEERING ATTACHED WITH SITE REVIEW PACKET. 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 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 SQ.FT. 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. GRADING NOTES: 1. GRADING SHOWN IS PRELIMINARY AND WILL BE FINALIZED IN BUILDING PERMIT PROCESS. STORM: DRAINAGE TABLE SCALE 1 "=20' LEGEND DRAINAGE FACILITY ADJACENT LOT LINE IMPERVIOUS DRAINAGE FACILITY FACILITY (MIN) STORAGE (MIN) IMPERVIOUS AREAS AREA FF S.F. (CUFT) COLLECTED (MAX) (S.F.) FOUNDATION FILTRATION PLANTER 102 218 BUILDING B ROOF 4455 INFILTRATION PLANTER 100 305 PARKING LOT 5906 INFILTRATION RAIN GARDEN 344 492 BUILDING A, 4510 ® PROPOSED AREA DRAIN DUPLEX ROOFS DUAL-CHAMBER CATCH BASIN NA NA DRIVEWAY 5421 SCALE 1 "=20' LEGEND GRADING LEGEND AC BOUNDARY LINE AD ADJACENT LOT LINE BW BACK OF WALK EXISTING I' CONTOUR LINE CATCH BASIN EXISTING CURB & GUTTER ELEVATION FF 8'W- - - - EXISTING WATER MAIN EXISTING EXISTING WATER METER qFw ,SIJQ EXISTING FIRE HYDRANT ® EXISTING WATER VALVE 1'W PROPOSED WATER LINE ❑W PROPOSED WATER METER 12"SD--- @ EXISTING STORM DRAINAGE SYSTEM E2 EXISTING CURB INLET -1Q'y7� PROPOSED STORM DRAINAGE SYSTEM vH'iV Fti ® PROPOSED AREA DRAIN 8"WW -- WNI EXISTING WASTEWATER SYSTEM -6W---o PROPOSED WASTEWATER SYSTEM OHE EXISTING OVERHEAD UTILITIES EXISTING STREET LIGHT V EXISTING UTILITY POLE � EXISTING TV PEDESTAL © EXISTING PHONE PEDESTAL z PROPOSED GAS METER PROPOSED ELECTRIC METER -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 EY EXISTING TC TOP OF CURB HP HIGH POINT S SLOPE DRAINAGE DIRECTION FL FLOWLINE ST STORM SHEET C-2.0 U a � o' r Vl O Q • �y N V vH'iV Fti 0 M y a H O �y y d V m � � N SHEET C-2.0 � M � d m � � N z mo Q W I`II^J SHEET C-2.0 � M � d m Q I z mo Q W W 3 � W Pte. Q P: 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. CONCRETE PAD IS PROPOSED IN FRONT OF TRASH ENCLOSURE FOR ROLLING BINS DURING WASTE REMOVAL. BULO NG B FFE=452.94' - _ J 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 PHOTOMETRICS REPORT FOR LIGHTING DESIGN. 10.0'� b A2' y-O U -!/N£ I -LOOP NN4£ I9. P4' n, 1 -LONA, Wave Style SAM Rack -] Bike Cacadly, Block (u seam) s "N erorc 4 DONCE (Aaamic, OR caur„ruvr. fj 4- RAN CSIXT EIE FMO 4001) as MIX OFER T CRINIED XMI BICYCLE PARENG DETAIL xrs PROPOSED STANDARD .� CURB AND GUTTER PRIVATE BRAVE 22.0' 1 DRIVEWAY 20.0 " 11��11 I PAIIN a l IIIA I , ,+■■ Ries ��(f EA7STNG H0A1W FFE=453.58' BUPLEX Vi PROPOSED i% GARAGE UNIT 'U/////% WHEECSTOPS FEE=452.20' FFE=452.92' ' EXTRUDED CURB �p0� cr Sec NSI III III I III � III III I III III III I SII SII PROPOSED III >' DRIVEWAY I III E; I x E -I x unuTr � IIII aOLE AND iM= ✓APO III ?EMAW LIGHT TO 7EM4/N III III EX Sl III 5774 STREET lS III PROPOSED TO REMAIN III I III EX DRI III REMOVED AND REPLACED W/TH o STANDARD 5' SIDEWALK III I III - W III EX UnLRY III POLE III III � III THESE PLANS ARE FOR PLANNING PURPOSES ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION IN THE FIELD SIDEWALK WIDTH PER PLAN DUMMY JOINT 1/4" DEEP V GROOVE 6' ° 3oNO a 3,000 PSI CONCRETE MONOLITHIC CURBISIDEIPALK NTS STANDARD CURB & CUTTER r LFET T P� L Ns TPJAu ESTRUDED CLUB IEPHC 5 NAILBEPL AT 15 L 6A5C AN"SEC°IN AAH51F ON 'I5 LM NE C f9NUl'n LAT, 11 P 111 P INSTALL 11I LAND, E MOUN-CELE CURB & CJTTEF -Ae �i------_._--I JLL FRUIT CUDB c - js� ewI �xE e 1C 1ETWT JDNTTS ON xoll emSo D CONI CLUB L ONUS -a Podu I UA,JCIu1SJ AND WIRE NNO NEST Is ANTIPErn CURE END TA A MEAT D," 1111IIIISI J1 IT AGGREGATE. CURB PROUD' EXISTING i' CONTOUR LINE CRUSHED ROCK. EXISTING CURB & GUTTER SAPD- /// 8'W— — — — EXISTING WATER MAIN SUB -GRADE TO BE EXISTING WATER METER COMPACTED AND } MERE CONCRETE DISCOUNT mu BE NAC, C(NIAILTOU JOIxrs STEL BE CASES MATCH MIMYEF'E CMAILCOx JBINT WGnOXs IN STREET PPI4MENT MS x4'15 M&e NE PEARS ARMED HE NN£O IN WSW CU'LAETc I an AND ACTED S AfM6 SEOUL RUNS A BM FISH GIAN L M THE LfNBM OF THE CAB I CANNO l5. MA55 MANS. MD SEASONAL DMVSAFBI S BAIS 5MTE AUTO PR FBI CONN PA EST ORGANIC AM SACK MIA NINALTE ON CANS S CONNEROLL ARAMS STEL AD ONTO PAT BEEN MATTER MARM PS A RECALL) M WX IN CONCRETE �-�-STCPCTXN 111 11 S CRT„F "Re"A"ID CURB &GUTTER w''rmilw 3-55 DFPI. OF PDBWC IlORNR YVAB 3/4" RADIUS --AC PAVING PER PLAN BATTER 6:1 �,I 3P'ESa.Tmis TIT IO-� L-1 Ylamv ELEVATION �A•y ASCII y11COF AT u .EN1- �At, " ASSAN.PBSERS, IF) AN ANTS A III FBJ"ND SECTION t R: I� SCALE 1 "=20' 20' 0 20' 40' LEGEND 3" LEVEL 2 HMAC 1/2" AGGREGATE. 12" COMPACTED 3/4"-0 EXISTING i' CONTOUR LINE CRUSHED ROCK. EXISTING CURB & GUTTER a /// 8'W— — — — EXISTING WATER MAIN SUB -GRADE TO BE EXISTING WATER METER COMPACTED AND EXISTING FIRE HYDRANT PROOF -ROLLED WITH EXISTING WATER VALVE LOADED DUMP TRUCK UNTIL PROPOSED WATER LINE THERE IS NO PUMPING OR PROPOSED WATER METER SIGNIFICANT DEFlECDON OF EXISTING STORM DRAINAGE SYSTEM SOIL PAVEMENT SECTION DETAIL NOTES: NTS 1. BASE ROCK TO BE COMPACTED TO 95% 0 OF THEORETICAL MAXIMUM DRY DENSITY OF I T-99 PROCTOR. 2. ASPHALT TO BE COMACTED TO 92% OF EXISTING WASTEWATER SYSTEM RICE DENSITY. t R: I� SCALE 1 "=20' 20' 0 20' 40' LEGEND BMm sm _% ART n.9x 7E1 vl£ MO MMB aoa sMx MD mew FALL MOUNTED ADA F AN ACCESSIBLE SIGN D AIL A. AIME MI. ACCESS BASLE 6U"C Ala FOR VAN ACC=SBL LOADING PIR ANA ATM) DISABLED PARSING DETAIL xs BOUNDARY LINE ADJACENT LOT LINE EXISTING i' CONTOUR LINE EXISTING CURB & GUTTER a 8'W— — — — EXISTING WATER MAIN , EXISTING WATER METER qFw ,SIJQ EXISTING FIRE HYDRANT (9 EXISTING WATER VALVE 1'W PROPOSED WATER LINE ❑W PROPOSED WATER METER 12"SD--- @ EXISTING STORM DRAINAGE SYSTEM FO EXISTING CURB INLET —12ST) PROPOSED STORM DRAINAGE SYSTEM 0 PROPOSED AREA DRAIN I 8"WW -- WV11 EXISTING WASTEWATER SYSTEM —6W ---o PROPOSED WASTEWATER SYSTEM OHE EXISTING OVERHEAD UTILITIES EXISTING STREET LIGHT EXISTING UTILITY POLE EXISTING TV PEDESTAL © EXISTING PHONE PEDESTAL z PROPOSED GAS METER o PROPOSED ELECTRIC METER -o PROPOSED STREET LIGHT ASPHALT DPROPOSED PROPOSED GRAVEL PROPOSED CONCRETE BMm sm _% ART n.9x 7E1 vl£ MO MMB aoa sMx MD mew FALL MOUNTED ADA F AN ACCESSIBLE SIGN D AIL A. AIME MI. ACCESS BASLE 6U"C Ala FOR VAN ACC=SBL LOADING PIR ANA ATM) DISABLED PARSING DETAIL xs SHEET C-2.1 U a , M N Vl Q � -ed m� uI 41 s W I 0 0 � F o SHEET C-2.1 M N uI 41 s W I Y F z o Q 0] W u z 3 u 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. COORDINATE WATER SERVICE WITH SPRINGFIELD UTILITY BOARD. 2. DOMESTIC SERVICE WILL BE SIZED DURING BUILDING PERMIT PROCESS. 3. ALL PRIVATE PIPING TO MEET REQUIREMENTS IN OREGON PLUMBING SPECIALTY CODE, 2017. 4. FINAL FIRE LINE SIZING AND BACKFLOWS TO BE DETERMINED DURING BUILDING PERMIT PROCESS. WASTEWATER NOTES: 1. WASTEWATER CONNECTION IS PROPOSED FROM PUBUC 8" MAINLINE ON 5TH STREET. NEW PUBLIC 8" LINE TO EXTEND TO REAR OF LOT TO SERVE PROPOSED AND FUTURE DEVELOPMENT. 2. CONTRACTOR SHALL POTHOLE EXISTING WASTEWATER LATERAL AND ALLOW ENGINEER TO FIELD VERIFY DEPTH, MATERIAL, CONDITION, AND SIZE PRIOR TO CONSTRUCTION OF WASTEWATER INFRASTRUCTURE. 3. WASTEWATER PIPING TO MEET REQUIREMENTS IN CURRENT EDITION OF OREGON STATE PLUMBING SPECIALTY CODE. 4. FINAL WASTEWATER PIPE SIZING TO BE COMPLETED DURING BUILDING PERMIT PROCESS. 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 UNK ETC.) ON FINAL DESIGNS. 61F.1 IN L Ii7111IIII111QIi611(11:10 V FAQ I11Nkl 1010 0 J61IR If, LEGEND SCALE 1 "=20' BOUNDARY LINE AD ADJACENT LOT LINE BW BACK OF WALK EXISTING i' CONTOUR LINE � III ELEVATION FF 8"W---- EXISTING WATER MAIN EXISTING EXISTING WATER METER gqn-WW EXISTING FIRE HYDRANT � III 1 "W PROPOSED WATER LINE ❑W PROPOSED WATER METER 12 -SD--- ST EXISTING STORM DRAINAGE SYSTEM EXISTING CURB INLET PROPOSED STORM DRAINAGE SYSTEM ® PROPOSED AREA DRAIN EXISTING WASTEWATER SYSTEM —6"WW III OHE EXISTING OVERHEAD UTILITIES �y °iiV EXISTING STREET LIGHT -m- EXISTING UTILITY POLE ❑T EXISTING JV PEDESTAL © EXISTING PHONE PEDESTAL PROPOSED GAS METER z / o PROPOSED STREET LIGHT III W POLE < u IX STMH III u 24' FL IN (N)=446.0311 FL INT 4 III 24 FL OUT (S)=445. 9 (S)= 5. RIM RIM ELEY. 450.49 III °Q: CONNED TO III EXISTING 8' WW LINE s ° IX UTILITY i III r W# (P uc) '81Y6— III PUBLIC SEK EASEMENT — — — — — �— — — — — — — — — — — — — — — — a cR.eo" VE�X��wj 4 -IN � ... ° BEEREMOVEDCTRICAL 0 N S =442.09 ,.. ...:.:T T— — — — 8" FL /N (W)=442.57 = E-1 10" FL OUT (N)=441.99 RIM ELEV.=450.49 ��,uupIIIP;[�II BUILDING d - FFE=452.50' x 07 PROPOSED FRANCH/ z E� UTILITY METERS -{ Lo III o. °" AND wW 3 FIRE SOD/UM U STREET LIGHT TO BUILDBVG B EX FRANCHIS < PROPOSED I FFE=452.94 UTRITY METER _ UTIL CKTLOW 2w 2N IJF/RE E OYERHLT III _ UTIL E CTR/GL TO y-: B REMOVED 6wW BwW LUlu MS�RWATER III i w ED 3' III �o 4wW WATER DPROPOSED OU LE CHECK III r FFE=453.58' E III METER BE ' 0: P D REMOVED III I•w I I4wwDUPLU GAMGE (rMT a ° IFFE=452.20' FFE=452.92' UTIL UTIL _ ' - - III _ -- ___-- ------- _-'�- IIrEX EX POLE i WW1lIH III SED FRANCHISE 7.0 P.U.E. D FRANCHISE UTILITY METERS UTILITY METERS �O� II 0 FL IN S =442.33 8" FL /N (W)=442.51 III EX G4S 70' FL OUT (N)=442.23 VALVE II RIM ELEV.-4W.63 I I III II II EX STMH 24' FL (S)=.446464 OU�T524' fZN=4654 ME V/N. 93 THESE PLANS ARE FOR PLANNING PURPOSES ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION IN THE FIELD WATER NOTES: 1. COORDINATE WATER SERVICE WITH SPRINGFIELD UTILITY BOARD. 2. DOMESTIC SERVICE WILL BE SIZED DURING BUILDING PERMIT PROCESS. 3. ALL PRIVATE PIPING TO MEET REQUIREMENTS IN OREGON PLUMBING SPECIALTY CODE, 2017. 4. FINAL FIRE LINE SIZING AND BACKFLOWS TO BE DETERMINED DURING BUILDING PERMIT PROCESS. WASTEWATER NOTES: 1. WASTEWATER CONNECTION IS PROPOSED FROM PUBUC 8" MAINLINE ON 5TH STREET. NEW PUBLIC 8" LINE TO EXTEND TO REAR OF LOT TO SERVE PROPOSED AND FUTURE DEVELOPMENT. 2. CONTRACTOR SHALL POTHOLE EXISTING WASTEWATER LATERAL AND ALLOW ENGINEER TO FIELD VERIFY DEPTH, MATERIAL, CONDITION, AND SIZE PRIOR TO CONSTRUCTION OF WASTEWATER INFRASTRUCTURE. 3. WASTEWATER PIPING TO MEET REQUIREMENTS IN CURRENT EDITION OF OREGON STATE PLUMBING SPECIALTY CODE. 4. FINAL WASTEWATER PIPE SIZING TO BE COMPLETED DURING BUILDING PERMIT PROCESS. 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 UNK ETC.) ON FINAL DESIGNS. 61F.1 IN L Ii7111IIII111QIi611(11:10 V FAQ I11Nkl 1010 0 J61IR If, LEGEND SCALE 1 "=20' AC BOUNDARY LINE AD ADJACENT LOT LINE BW BACK OF WALK EXISTING i' CONTOUR LINE CATCH BASIN EXISTING CURB & GUTTER ELEVATION FF 8"W---- EXISTING WATER MAIN EXISTING EXISTING WATER METER gqn-WW EXISTING FIRE HYDRANT ® EXISTING WATER VALVE 1 "W PROPOSED WATER LINE ❑W PROPOSED WATER METER 12 -SD--- ST EXISTING STORM DRAINAGE SYSTEM EXISTING CURB INLET PROPOSED STORM DRAINAGE SYSTEM ® PROPOSED AREA DRAIN EXISTING WASTEWATER SYSTEM —6"WW PROPOSED WASTEWATER SYSTEM OHE EXISTING OVERHEAD UTILITIES �y °iiV EXISTING STREET LIGHT -m- EXISTING UTILITY POLE ❑T EXISTING JV PEDESTAL © EXISTING PHONE PEDESTAL PROPOSED GAS METER z PROPOSED ELECTRIC METER o PROPOSED STREET LIGHT 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 SHEET C—L.L U a � o' r Vl O Q • �y N V y V Fti 0 M y a O Y F �y °iiV y O V SHEET C—L.L � M � Y F z mo Q W u z 3 u SHEET C—L.L 0.50' TOW/FFE=452.30'-1 FL=450.80' 449.30' e 448.30' D. 4" SOCK WRAPPED PERFORATED PIPE TO 9'x 17' ROCK CHAMBER ral 449.60' 448.10' 447. 10' n 3.50' 0.50' 3"-0 WASHED ROUND ROCK AREA DRAIN SPLASH PAD FL=452.10 ATRIUM GR4TE BACK OF WALK �=452.00 1.5' DEPTH PERFORATED FOUNDATION FILTRATION PLANTER DETAIL N.T.S. AREA DRAIN FL=452. 10 ATRIUM GRATE -D 3"-0 WASHED ° ROUND ROCK SPLASH PAD if D D 3.0' SIDEWALK OVERFLOW TO CURB INLET ON 5TH STREET BOTTOM (FL) OF RAIN GARDEN =449.60' 1.5' GROWING MEDIUM INFILTRATION PLANTER DETAIL NTS MATCH EXISTING GROUND 4" 451.00' \ ST PIPE D3034 \ \ \ _ 450.50' D MW 449.50' 44s.00'- 448.00' TO PUMP - CATCH BASIN AREA DRAIN FL=451.30 ATRIUM GRATE TOP OF WALL=452.40 MATCH EXISTING GROUND D D ' 2.80' ROCK CHAMBER FULLY ENCLOSED IN FILTER FABRIC BOTTOM (FL) OF RAIN GARDEN (ZONE A)=450.50 /FULLY ENCLOSED \lN FILTER FABRIC 3.00' Z. 3.00' ONE B ZONE A ZONE B NOTE: FINAL DESIGN OF STORM MANAGEMENT FACILITIES AND PEDESTRIAN INFILTRATION RAIN GARDEN DETAIL BRIDGES TO BE COMPLETED DURING BUILDING PERMIT PROCESS. NTS BLOCK RETAINING WALL OVERFLOW TO CURB INLET ON 5TH STREET TOP OF WALL=451.50 1.5' GROWING MEDIUM MATCH EXISTING GROUND BLOCK RETAINING WALL D L�XWLuminaire r"re. t }p" V LED Area Luminaire r x ® sort daseariee n c tz n ei F ROCK CHAMBER FULLY ENCLOSED IN FILTER FABRIC BOTTOM (FL) OF RAIN GARDEN (ZONE A)=450.50 /FULLY ENCLOSED \lN FILTER FABRIC 3.00' Z. 3.00' ONE B ZONE A ZONE B NOTE: FINAL DESIGN OF STORM MANAGEMENT FACILITIES AND PEDESTRIAN INFILTRATION RAIN GARDEN DETAIL BRIDGES TO BE COMPLETED DURING BUILDING PERMIT PROCESS. 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N 1 n 01 TLTAT qg" TONG DUCTILE IRON SOLID LID �i & L)LCI'ILE IRON C1IA'1'A' PLAN � Fr'V YROON', LIliAVY AME, W Pi FRAME, A DU'"' 'I'I2A ItU'IC GIIA'I'I I DUI m S LPIRl AASH -0 o? o s \1125 LOADS Z V o sel T Milli snolM1l NI' ; W 1rw/�1 Cl ti I � 1 SEDIMLNT TRAP' W -x' IIINGED W W Im L � ALL C) SIDE V-E'VJ ISOMETRIC /\P— :OVED /h3FI V, 7 1 —P -D � 0. 24''x42" — 6"0 OUTLET 40SAND COLLECTOR CATCH BASIN DWG # 1177 PEW. MAN. DOUG P. DWN. PnUL G. SCALE NONE �'i 6ibaap,1 �Bamaa DATE: M . 23, 06 MOD EL: SC9ID-42H8-6 G 247 Wa bo gA9 SL E gene. Oc 97401 p0: (541% 667 - sal lax: 344-0207 SHEET C-2.3 0 ke SIJ r E3 V O Q Ase,oM. N n �i si as o W Pi 0 M y a m Q o? o Z V o sel d SHEET C-2.3 0 SIJ Q) E3 N n F Pi C3 m Q Z o Q d N W 1rw/�1 ti 1 W 3 W W SHEET C-2.3 M E3 n F C3 m Q Z o Q m W W 3 W W C) 0:. � 0. SHEET C-2.3 GENERAL PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMONNAME CONT REMARKS REMARKS ACPB 1 Acer palmatum 'Bloodgood' Bloodgood Japanese Maple 1.75" cal. 1. TOPSOIL AT PLANT BEDS: IMPORTED SANDY LOAM WITH 10% HUMUS AND Single stem, B&B, matching, full ACRR 3 Acer rubrum'Red Sunset' Red Sunset Maple 2" cal. SHRUBS Matching, limbed up to approx. 6 ft. FRAA 2 Fraxinus americans 'Autumn Applause' Autumn Applause Ash 2" cal. 8 Matching, limbed up to approx. 6 ft. PYCA 2 Pyrus calleryana'Aristocrat' TM Aristocrat Flowering Pear 2" cal. MAN Single stem, limbed up to approx. 6 ft. CUL 4 x Cupressocyparis leylandii Leylandi Cypress 8' ht. Oregon Grape matching, full, B&B Matching, full, 24" o.c. SHRUBS QTY BOTANICAL NAME COMMONNAME SIZE (A/B) REMARKS EUAC 8 Euonymus alatus'Compactus' Burning Bush 5 gal JUPA Matching, full PLO 23 Prunus laurocerasus'Otto Luyken' Otto Luyken English Laurel 5 gal GROUND COVERS Matching, full TOEG 22 Thuja occidentalis'Emerald Green' Emerald Green Arborvitae 5 gal 205 Matching, full, 36" o.c. Tufted Hair Grass GROUND COVERS QTY BOTANICAL NAME COMMONNAME CONT 4RDEN REMARKS LIMV 13 Linope muscari'Variegata' Variegated Lily Turf 1 gal 4" pot Matching, full, 15" o.c. NAK 20 Narcissus x'King Alfred' King Alfred Daffodil bulb (ANV) Matching, full, 12" o.c. PEAH 10 Pennisetum alopecuroides'Hameln' Hameln Dwarf Fountain Grass 1 gal FILL IN ALL LOW AREAS. SEED AT MANUFACTURERS HIGH RATE. Matching, full, 24" o.c. RFG 12 Rudbeckia fulgida'Goldstrum' Coneflower 1gal Carex obnupta Matching, full, 15" o.c. Y INFILTRATION RAIN GARDEN - 430 SQ FT SCHEME 3 TREES QTY BOTANICAL NAME COMMONNAME CONT REMARKS ACG 2 Acer griseum Paperbark Maple 1.5" cal. Multi -stem, B&B, 1. TOPSOIL AT PLANT BEDS: IMPORTED SANDY LOAM WITH 10% HUMUS AND Acer griseum CHARACTERISTIC OF LOAMS OF THE AREA. FREE OF ROCK, SUBSOIL, CLODS, LUMPS, PLANTS, ROOTS, STICKS, WEEDS, SEEDS AND OTHER DELETERIOUS SUBSTANCES. matching, full, (A/B) 2. SOIL AMENDMENTS SHRUBS QTY BOTANICAL NAME COMMONNAME SIZE REMARKS COSK 8 Cornus sericea'Kelseyi' Dwarf Redtwig Dogwood 2 gal Matching, full, 24" o.c. a. PROVIDE ONLY HEALTHY, FULL PLANT MATERIAL AT SIZES INDICATED. MAN b. PLANT SUBSTITUTIONS TO BE APPROVED BY LANDSCAPE ARCHITECT. Mahonia nervosa 6. MATERIALS MAN 11 Mahonia nervosa Oregon Grape 3 gal Matching, full, 24" o.c. V 1 C. SOIL PREPARATION PLANT BEDS = (A/B) SPD 9 Spiraea douglasii Western Spires 3 gal Matching, full, 4' o.c. JUPA TO CENTER. Juncus patens 3. ADD 3" OF ORGANIC MATERIAL AND 15-5-10-10 FERTILIZER TO TOPSOIL AT THE T (A/B) /1J GROUND COVERS QTY BOTANICAL NAME COMMONNAME CONT REMARKS DC 205 Deschampsia cespitosa Tufted Hair Grass 4" pot Matching, full, 12" o.c. 1. SET PLANTS IN PITS OR BEDS, PARTLY FILLED WITH PREPARED PLANT MIX, AT IATION A MIN. OF 6" DEPTH UNDER EACH PLANT. REMOVE BURLAP, ROPES AND WIRES 4RDEN FROM ROOT BALLS. (A/B) JUPA 137 Juncus patens California Gray Rush 4" pot Matching, full, 12" o.c. 4. SATURATE SOIL WITH WATER WHEN PIT OR BED IS HALF FULL WITH TOPSOIL Slough Sedge AND AGAIN WHEN FULL. Matching, full, 12" o.c. (A/B) E. MULCHING: MULCH ALL PLANT BEDS TO A MINIMUM DEPTH OF 3" WITHIN 24 HOURS (ANV) PRELIMINARY LANDSCAPE PLAN 0 2 5 10 20 40 SCALE: 1" = 10'-0" GENERAL NOTES 1. SEE CIVIL PLANS FOR GRADING AND STORMWATER FACILITY DOCUMENTATION. 2 SEE ARCHITECTURAL SITE PLAN FOR ADDITIONAL SITE INFORMATION. 3. 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 INFILTRATION VERIFICATIONS A TREES 1. VERIFY LOCATION OF ALL UTILITIES AND PROTECT DURING CONSTRUCTION. BOTANICAL NAME 2 PROTECT ALL EXISTING TREES, VEGETATION AND UTILITIES TO REMAIN DURING CONSTRUCTION. ®DESCHAMPSIA B. PRODUCTS ACG 1. TOPSOIL AT PLANT BEDS: IMPORTED SANDY LOAM WITH 10% HUMUS AND Acer griseum 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 REMUS OR LANE FOREST PRODUCTS. SHRUBS 3. MULCH: SHREDDED FIR BARK: SCREENED AT 5/8" MINUS AT PLANT BEDS. BOTANICAL NAME 4. PLANTING TABLETS: SCOTT'S AGRIFORM FERTILIZER TABLETS. 5. PLANT MATERIAL a. PROVIDE ONLY HEALTHY, FULL PLANT MATERIAL AT SIZES INDICATED. MAN b. PLANT SUBSTITUTIONS TO BE APPROVED BY LANDSCAPE ARCHITECT. Mahonia nervosa 6. MATERIALS a. STAKES: SOFTWOOD LUMBER, POINTED END, UNIFORMLY SIZED, Z' X Z' MIN. CAPABLE OF AT LEAST 2 YEARS BURIAL. STAKES TO BE PAINTED BLACK. b. GUY WIRES: NO. 10 GA. ANNEALED, GALVANIZED STEEL WIRE. V 1 C. SOIL PREPARATION PLANT BEDS = 1. AT PLANT BEDS: SCARIFY EXISTING TOPSOIL THOROUGHLY TO A DEPTH OF 3" BOTANICAL NAME MINIMUM PRIOR TO PLACEMENT OF NEW TOPSOIL. ' A 2. PLACE NEW TOPSOIL OVER TILLED EXISTING TOPSOIL AS NEEDED TO MATCH v, EXISTING ADJACENT GRADE. FILL IN ALL LOW AREAS AND CROWN PLANT BEDS JUPA TO CENTER. Juncus patens 3. ADD 3" OF ORGANIC MATERIAL AND 15-5-10-10 FERTILIZER TO TOPSOIL AT THE T RATE OF 20 LBS. PER 1000 SF. MIX AMENDMENTS AND TOPSOIL TO A DEPTH OF /1J 6" MINIMUM. CROWN SOIL TO THE CENTER OF PLANT BEDS. IT 4. PROTECT EXISTING TREE ROOTS DURING SCARIFICATION, PLACEMENT AND TILLING. TILL BY HAND AT PLANT BEDS ADJACENT TO EXISTING TREES TO IT REMAIN. DO NOT CUT ANY ROOTS LARGER THAN 2". 5. COMPACTION: PLACE SOIL IN LAYERS. COMPACT EACH LAYER AT 85 PERCENT. FOUNDATION D. PLANTING PLANTER #1 - 63 SQ 1. SET PLANTS IN PITS OR BEDS, PARTLY FILLED WITH PREPARED PLANT MIX, AT IATION A MIN. OF 6" DEPTH UNDER EACH PLANT. REMOVE BURLAP, ROPES AND WIRES 4RDEN FROM ROOT BALLS. BOTANICAL NAME 2. APPLY PLANTING TABLETS PER MANUFACTURER'S HIGH RATES. CONT 3. BACKFILL SOIL MIXTURE AND COMPACT IN LAYERS. MAINTAIN PLANT MATERIAL IN VERTICAL POSITION. 66 4. SATURATE SOIL WITH WATER WHEN PIT OR BED IS HALF FULL WITH TOPSOIL Slough Sedge AND AGAIN WHEN FULL. Matching, full, 12" o.c. (A/B) E. MULCHING: MULCH ALL PLANT BEDS TO A MINIMUM DEPTH OF 3" WITHIN 24 HOURS FOUNDATION OF PLANTING. TAPER MULCH TO 1" AT PAVING EDGES. PLANTER F. LAWN: RESTORE LAWN AT AREA OF DISTURBANCE. PLACE IMPORTED TOPSOIL AS NEEDED TO CREATE SEED BED WITH SMOOTH TRANSITION TO ADJACENT GRADE. QTY FILL IN ALL LOW AREAS. SEED AT MANUFACTURERS HIGH RATE. COMMONNAME G. NOTIFY LANDSCAPE ARCHITECT 48 HOURS PRIOR TO PLANT MATERIAL LAYOUT REVIEW. REMARKS H. MAINTENANCE: CONTRACTOR TO MAINTAIN ALL PLANT MATERIAL THROUGH FINAL CAO COMPLETION INCLUDING WEEDING, PRUNING, MAINTAINING GUYS AND STAKES AND Carex obnupta REPLACEMENT OF MULCH. 4" pot 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. PLANTING LEGEND INFILTRATION PLANTER - 126 SQ FT SCHEME 3 TREES QTY BOTANICAL NAME COMMONNAME CONT ®DESCHAMPSIA REMARKS ACG 1 Acer griseum Paperbark Maple 1.5" cal. Multi -stem, B&B, matching, full, (A/B) SHRUBS QTY BOTANICAL NAME COMMONNAME SIZE REMARKS MAN 16 Mahonia nervosa Oregon Grape 3 gal Matching, full, 24" o.c. (A/B) GROUND COVERS QTY BOTANICAL NAME COMMON NAME CONT REMARKS JUPA 89 Juncus patens California Gray Rush 4" pot Matching, full, 12" o.c. (A/W) FOUNDATION FILTRATION PLANTER #1 - 63 SQ FT SCHEME 1 GROUND COVERS QTY BOTANICAL NAME COMMONNAME CONT IREMARKS CAO 66 Carex obnupta Slough Sedge 4^ pot Matching, full, 12" o.c. (A/B) FOUNDATION FILTRATION PLANTER #2 - 63 SQ FT SCHEME 1 GROUND COVERS QTY BOTANICAL NAME COMMONNAME CONT REMARKS CAO 66 Carex obnupta Slough Sedge 4" pot Matching, full, 12" o.c. (A/B) 0 DECIDUOUSTREES CONIFEROUSTREES SHRUBS LAWN PB PLANT BED ® GROUNDCOVER PERENNIALS & BULBS STORMWATER HATCHES engage:ARCHITECTURE 3220 Kincaid Street Eugene, OR 97405 5 4 1. 8 6 8. 4 5 3 5 W W W.ENGAGEARCHITECTURE.COM 0 DOUGHERTY LANDSCAPE ARCHITECTS 474 WI..M 9. Suie 395 Eueme.aWm97J91 P 541.683.5803 F 541.683.8183 WWWDLAdesgn.. �r,Z 279 q�' 279 David J,,4herty WGION Ag U) Z Cw G N O v Q � rn H a 0)o Q I- ❑ n LU t0 W � C7 W z W rwn LL U) 2 H Ln REVISIONS NUMBER DATE LANDSCAPE PLAN DRAM BY:DRS CHECKED BY:DRS ISSUE DATE: NOVEMBER 1, M21 PROJECTNUMBER: 2105 L101 rn z LU W 0 O O LU LU LU It z Q 0- w Fn JUNCUS PATENS CAREX OBNUPTA ®DESCHAMPSIA CESPITOSA engage:ARCHITECTURE 3220 Kincaid Street Eugene, OR 97405 5 4 1. 8 6 8. 4 5 3 5 W W W.ENGAGEARCHITECTURE.COM 0 DOUGHERTY LANDSCAPE ARCHITECTS 474 WI..M 9. Suie 395 Eueme.aWm97J91 P 541.683.5803 F 541.683.8183 WWWDLAdesgn.. �r,Z 279 q�' 279 David J,,4herty WGION Ag U) Z Cw G N O v Q � rn H a 0)o Q I- ❑ n LU t0 W � C7 W z W rwn LL U) 2 H Ln REVISIONS NUMBER DATE LANDSCAPE PLAN DRAM BY:DRS CHECKED BY:DRS ISSUE DATE: NOVEMBER 1, M21 PROJECTNUMBER: 2105 L101 rn z LU W 0 O O LU LU LU It z Q 0- w Fn