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HomeMy WebLinkAboutPlan, Tentative APPLICANT 1/4/20225TH 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 UTILITY 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— ❑ n LU L �O W r U- LLI z 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 ISSUE DATE: JANUARY 4, 2022 Q PROJECT NUMBER: 2105 J d A001LU CID SITE PLAN 1 " = 10'-0" PROJECT DATA 1866 5TH ST. SPRINGFIELD, OR 97402 MAP If 17-03-26-24 TAX LOT If 2700 .67 AC=29,206.4 Development Zone: High Density Residential IHDRI Required Unit Densitv= 2842 dwelling units Der net acre =19-28 units Proposed Residentia l Units= 20 Building 6 Building 12 Duplex (Howe+ Garage Unit) 2 Garage OE) 6 FENCE TO REMAIN Garage Unit 8664 TAX LOT 2800 'NO PARKINGN89"53'45'W 198.00' 'NO PARKING FIRE LANE' SIGN FIRE LANE' SIGN PROPERTY LINE 'NO PARKING - FIRE LANE'SIGN ' o EASEMENT EASEMENT U bQ SETBACK LINE — — — — — — — — --- — — COVERED 'NO PARKING TRASH FIRE LANE' SIGN ENCLOSURE a N O ? u U INDICATES EMERGENCY 16-10" -- VEHICLE TURNAROUND ________________________ ___________________ ____ _ ----- �_ PER PEROREGgJ FIRE CODE _ _ FIG. D.103.1 "ACCEPTABLE ALTERNATIVE TO I W Y'\ RAMP q u [§o HAMMERHEAD" 4V0. 4VD. 1y m 28'RADg1S, NP. I b TRASH ECVCL f __. _ �--------------� II "NO 3'0 - P�1 ER B. PARKING I 1 PARING — -- 100" — IRE LANE"SIG FIRE LAN "SI N ❑ 123 SP TREE F 123 SF TREE PRIVATE PLANTER PLANTER 8 SHORT�TERM lu ( ) 1 BIKE PKG. 1 n OPEN SPACE1UNI 432 SF D 1 b r { _ In MAIL � 111 4�F 488 I LANE TRANSIT \ I UNI UNI BUS STOP m ���555F RAGE T_7117, UNIT ___ ___ � - // �• q BE Y 1 SETBACK RAC' ADA ���ssrlll 1 VAN -ACCESSIBLE - - — -_ — W SIGN 20 SF 4325E El D IVATE UNI OPEN SPACE ❑ ❑ j DO 1 34 SF 34 SF w ' 8-0" 133 SF STORAGE TORAGE 1335E ETBACK —II 213 SF ❑❑ A 10'-0" — PRIVATE OPENSPACE --PRIVATE OPENSPACE 8 SF TORAG rc H PRIVATE 1 SWAGE 4325E c0 L---- ---- ------J 4 UNI 1---- 104SFPRNATE ED __ --- OPENSPACE (E) HOUSE BUILDING BUILD 1 _ PRIVATE 1 OPS — �1 SPACE // 10' e _ m OE) DECK —— 30 o // 5'-912" ASF TORAGE r ri �iTl�l o c r ANDARD— — RIC -3- 1 90°TPARKING 500 SF ACTIVE'.' ��� 1 1 $ STALL, NP. COMMON RECREATION, .—_ i • _ CO 1 OPEN SPACE AREA 45F L 6-0" 3'-0" 18'-0" 2'-0" 18'-0" 3'-0" S-5 TORAGE / Z III /� 7-GPD.H. 7-0"OA- /// y •. RELOCATEFE(E) 20¢ SF 4325E D v / / per: BOARDWAL OVER w ri w SEGMENT PRIVATE R UNIEl L— MSINGLE -R M CONE WALK c J • RAIN GAR EN w w ALONG I— OPEN SPACE �1 n FAMILYNOUS w V y Z W. PROPERTY LINE —III LJ F 11 TO REMAIN 1140 SF — / // / / / /� / w ad i N i 5W' ROUTE FROM ' yI m 0c r m 20,1'1 SF PRIVATE OPEN SPACE ❑❑ 4325E UNI ❑ D PLANTER AREA PARKING AND V SWCORNEROF O3 BUILDING BTO NEAREST FIRE HYDRANT. I � 1 11 ti Z ��� �� / RAINT / I u, TOSO FR LNING AREAS, TYP. I U -J UILMNGA,.// r$il - ' 15'-0" DRIVEWAYj/ (N)STREET TRE ,NP. ASF CJI / 1 --_— -- RAGER C in - 500 SF • _y 1 16-0" m COMMON — — !r`B GARAGE el w P OPEN • • _{ 440SF r _ SPACE T vi (1) PKG. STALL S RAGE 4 C (V �� \ MWSF LLz 1 e m b rp REPL4 E(E)12 CUTW CURBAND M) URB O ' O SIDEW LK '¢jelllj TAX LOT 2701 2RR SF PRNATE 432 SF Ll D I I COMPACT—- o0o,1 / • I � - 1 OPEN UNI 90° PARKING C � Y I _ II SPACE STALL NP. 3 J L : TO TORAGE q -- 3. R ----- — — b TAX LOT 2']00 a a SETBACK c c c b(E) CgJC. AND BRICK PLANTER WALL N89e51'51'W 199.00' . SETBACK ... ...... TAX LOT 2300 (E) 6 FENCE TO RBr1AIN TAX LOT SITE PLAN 1 " = 10'-0" PROJECT DATA 1866 5TH ST. SPRINGFIELD, OR 97402 MAP If 17-03-26-24 TAX LOT If 2700 .67 AC=29,206.4 Development Zone: High Density Residential IHDRI Required Unit Densitv= 2842 dwelling units Der net acre =19-28 units Proposed Residentia l Units= 20 Building 6 Building 12 Duplex (Howe+ Garage Unit) 2 Gross Fluor Area =11.050 sf Building 2876412 x 488 sf unit+ 2 x 18 sf storage+ Uncovered Porches and Balconies 4 x 432 sf unit +4 x 34 sf storage) Building 55924(12 x 432 sf unit+ 12 x 34 sf storage) Existing House 1276 sf Garage 4404(includes storage for Duplex) Garage Unit 8664 Required Open Space =.15 x 29,206 4 net area =4381 sf 6852 sf provided (1000 sf Common+ 1810 4 Private +M42 sf Setbacks) Required Common Open Space= .25 x 11,050 floor area -1810 sf private o.s. =953 4 1000 4 provided (includes 250 sf Active Recreation Space) Required Private Open Space= %4x 12 ground floor units =1152 sf 18104 provided (370 4 Bldg. A+1220 4 Bldg. 8+100 sf House+120 sf Garage) F----- 1 Required Landscaped Common Open Space =5 x912 sf=4%sf Min 4565fprovided \\ I I Required Total Site Landscaping=.15x29,2064=43814 6106 sf provided =21%she I I I I I Building Footprint= 73224=25%of site Building 1898 sf Building 3817 sf House 1032 sf Garage 440 sf Trash Encl. 135 sf Roof Impervious= 90850=31%ofsite Building 2297 sf Building 4455 sf House 1157 sf Garage/Unit 1050 sf Trash Erclusure 1614 Non Binding Impervious= 13,358 sf=4696 site Uncovered Porches and Balconies 1364 Driveways and Parking Lot 11,3274 Walks a rid Curbs 18954 Total I mpervious Surface =90854 roof +13,358 sf non -bldg. =22,443 sf=77%site Required Vehicle Parking= l required x20 dwelling units - 20 total required stalls Standard Stalls =3 x 20 total required stalls =14 standard stalls required 16 provided, including one ve n -accessible ADA stall &aisle Compact S"16 =3 x20 total required stalls =6 compactstalls allowed max. 4 provided Required Bicvde Parking= l required x 20 dwelling units = 20 total required stalls Long -Term Stalls= .75 x20 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 across 5th Street from site. engage:ARCHITECTURE 3220 Kincaid Street Eugene, OR 97405 5 4 1. 8 8 8. 4 5 3 5 W W W.ENGAGEARCHITECTURE.COM 5 4""DAVID tO OF OR W N O V Q � O) H US O Q H ❑ n J L �O W LL r i7 W Z_ Y LU n I.L 2 YJ REVISIONS NUMBER DATE PROJECT DATA PROPOSED SITE PLAN DRAWN BY:DRS CHECKED BY:DRS ISSUE DATE: JANUARY 4, 2022 PROJECT NUMBER: 2105 A002 UJ H z W O O 0 LU LU LU Itz Q J d LU F-- U) U) BUILDING A NORTH 1 /8" = 1'-n" 5 BUILDING A WEST A003 1 /8" = V-0" 4�BUILDING A SOUTH SOUTH im 1/8"= 1,-n" 3_ BUILDING A EAST A003 1/8" = 1'-0" I N N L v 17' 4' 1M - A" 11--7- VV - A AiAll 2 BUILDING A SECOND FLOOR A003 1 /8" = V-0" 17'-5" 10'-4" 13'-7" 10'-81/2" BUILDING A FIRST FLOOR 1/8" = 1'-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 CW C ry !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 /n REVISIONS NUMBER DATE BUILDING A DRAM BY DRS CHECKED BV:DRS ISSUE DATE: Ja .y4,2022 PROJECTNUMBER: 2105 A003 12 6 BUILDING B NORTH A004 1/8" = 1'-0" 5 BUILDING B WEST A004 1/8" = 1'-0" 12 BUILDING B SOUTH RT.MmF1111 i11 (�- -2) BUILDING B SECOND FLOOR A004 1/8" = 1'-0" 103'- 6' 10'- 6 1/2" 1-"' 13'-7" 10'- 5 1/2" 10'- 4 1/2" 13'-7" 10'- 5 1/2" 10'- 4 1/2" 13'-7" 10'- 6 1/2" 10'- 6 1/2" 13'- T' 10'- 5 1/2" id - 4 1/2" 13'-7" 10'- 5 1/2" 10'- 4 1/2" 13'-7" 10'- 6 1/2" 204 SF PRIVATE 345E 345E 204 SF PRIVATE 204 SF PRIVATE 203 SF PRIVATE 345E 345E OPEN SPACE 345E 345E OPEN SPACE 34 SF 34 SF c c \ STORAGE STORAGE 34 SIF OPEN SPACE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE m m e 1 432 SF UNIT 40 pb 432 SF UNIT 432 SF UNIT 40 pb 4325E UNIT 432 SF UNIT 4p pb 432 SFUNIT3 4325E UNIT 40 Opo 432 SF UNIT 4325E UNIT 4p pb 432 SF UNIT 3 432 SF UNIT 4p pb 432 SF UNIT c CP --- DN DN DN c a 8'-4" 18'-0" 16'-5" 18'-0" 18'-5" 16'-5" 18'-0" 8'-4" 42'-9" 103'- 6" 03'- 103'- (�- -2) BUILDING B SECOND FLOOR A004 1/8" = 1'-0" 103'- 6' 10'- 6 1/2" 1-"' 13'-7" 10'- 5 1/2" 10'- 4 1/2" 13'-7" 10'- 5 1/2" 10'- 4 1/2" 13'-7" 10'- 6 1/2" 203 SF PRIVATE 204 SF PRIVATE 204 SF PRIVATE 204 SF PRIVATE 204 SF PRIVATE 203 SF PRIVATE OPEN SPACE 34 SF 34 SF OPEN SPACE OPEN SPACE 34 SF 34 SF OPEN SPACE OPEN SPACE 34 SF 34 SIF OPEN SPACE b STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE m 432 SF UNIT 40 pb 432 SF UNIT 432 SF UNIT 40 pb 4325E UNIT 432 SF UNIT 4p pb 432 SFUNIT3 c ,3 CP --- up 8'-4" 18'-0" 16'-5" 18'-0" 42'-9" 03'- 103'- 1 BUILDING B FIRST FLOOR A004 1/8" = 1'-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 Cw G LL N O V r Z W Q LU Q W LL ~0_ W Q UU I— (D W W_ S W 2 u7 Z co Q. O Lo co) REVISIMS NUMBER DATE BUILDING B DRAM BV:DRS CHECKED BV:DRS ISSUE DATE: Ja .y4,2022 PROJECTNUMBER: 2105 A004 DUPLEX NORTH 12 8 ❑ ❑ DUPLEX WEST 1/8" = 1'-0" DUPLEX SOUTH 1 /8,7—= 1, 0.. I 3 1, DUPLEX EAST ,mr; ) 1/8" = 1'-10" DUPLEX SECOND FLOOR 1 /6" = 1'-U 20- - 0" 19 - 8 3/4" 440SF GARAGE"' 32 SIF TORAG DINING ROOM 00 .7 KITCHEN I LIVING/ DINING I 840 SIF UNIT � r= .1 .1 20'-0" 15'- 6 1/2" UTILITY ROOM KITCHEN LIVING 1140 SIF BEDROOM ROOM SINGLE FAMILY HOUSE 23'-81/2' DUPLEX FIRST FLOOR I ld" = 1'-U DN 12 - 6 3/4" engage: ARCHITECTURE 132 E. Broadway, Suite 415 Eugene, OR 97401 5 4 1. 8 6 B. 4 5 3 5 W .MGEARCHFEUURECM DAVID R. S<CH 676 OF F U) z LU LL N o Z LU 0 (D LULU I— of wo LU - Do 0 I— J U) W LL 2 u7 Z Lo co) REVISIONS NUMBER DATE DUPLEX DRAM BY DRS CHECKED BY DRS ISSUE DATE: Ja .y4,2022 PROJECTNUMBER 2105 A005 5 DUMPSTER ENCLOSURE NORTH A006 1/4" = 1'-0" 4 DUMPSTER ENCLOSURE WEST 7 DUMPSTER ENCLOSURE SOUTH 2 DUMPSTER ENCLOSURE EAST A006 1/4" = 1'-0" SHORT-TERM BICYCLE I PARKING I O L L DUMPSTER ENCLOSURE PLAN Iia" = 1-ni, engage: ARCHITECTURE 132 E. Broadway, Suite 415 Eugene, OR 97401 5 4 1. 8 6 B. 4 5 3 5 W .MN GEARCHREUURECCM r y DAVID R. S<CH 5 7 6 �� Q OF U) w 75 H LL N O V r Z W Q W/ W y F o r W Q V/ FJ (D W_ S LL 2 u7 Z co Q. L co) REVISIONS NUMBER DATE DUMPSTER ENCLOSURE DRAM BY DRS CHECKED BV:DRS ISSUE DATE: Ja .y4,2022 PROJECTNUMBER: 2105 A006 � III EXCI III FL /N =447.66 RIM £LEI4=450.41 III ST ce POLE III 6" FL /N (S)=447.94 57MH 10" FL OUT (E)=44784 ' FL IN (N)=446:0 III EX UDLITY RIM ELEV.-450.05 0 1 " FL IN (NW)=4471 450.55 7C " FL OUT (S)=445. 9 452.04 TC FENCE EXISTING 451.64 TC �. 452.11 TC ^ G ELEV.II 450.49 III 451.54 AC 451.14 RIM SLOPE AT 5:1 451.61 AC .46 IX 7C .96 IX AC III 450.9 - 5= - x EX 6' FVZ"Sf III 5.00' PROPOSED i t -1 PAVING t 8 22.0'452.48 TC 451. 8 AC FOUNDATION 452.22 TC III 452.7 + 452.72 TC 452.33 TC 1e 0.61 is 45257 3.5x29' 451.72 AC $ 455222 AC ' 452.22 AC 451.83 AC 0.11 AC BW ,5262 III 451.18 CONC 0.51 IX TC IX - R - - 452.30 452.50 AC _ - - - ° 0.01 58 EX A III 4 451.30 TOW ! 452.60 TC 452.48 4 .08 E% AC Cr 452.19 453.10 7C ' [ 1 1 452.10 AC CONICB 452.79 AC HP uWli ui I EOTLDD(G A + AC 0 452.80 AC uW 2 INFILTRATION PLANTER FFE=45250' {III 1 y N 452.73 5'x20' 1 III AG 452.40 asz. TOw LE AND sz CONC452.77 S /EET U T TO III E07LODVG D AC S= = 10.00'1 G R /N III FFE=452.94' I 4511.93 Bw .82 FL 449 - - - - - RIM 452.19 - BW' -1 .UO`� III FG 13.20' OPENCOMMOPACE X `300 SF) 0,97 III III-10.00' - W. WAY 452.77 L BRIDGE 45292 OVER III �ON CONIC 45227 o AC L AC _ .< WIN GARDEN AC/HP r RAIN GARDEN 450.80 INFILTRATION III 452.19 52.17 EUSMG DOME AIN BW FG �+ '� FFE=453.58' 5W50 c III 6- III 2 1PRIVATE 452.83 451.93 AC DUPLEX OPEN SP E .9 III 452.92 e.' B'W RIM GARAGE OMT 1(240 SF) R III n CONC PROPOSED FFE=452.20' FFE=452.92' ASPHALT PAVING- 452.19 TC� 451.75Y TC Fc it EX U III n POLE III 452.27 ACEXIMNG$9p FENCE �"�� 5 II < III II II II EX S 24' FLL 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 550 FT FROM FURTHEST POINT ON THE PROPERTY. 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. 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 BUILDING A 2,297 SQ.FT. ROOF BUILDING B 4,455 SQ.FT. ROOF GARAGE/UNfT 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 ,SLID 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 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 Q 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 O Q -d ,fl W Y • �y N V vH'iV Fti 0 M y a O C)� y O 0. V Q SHEET C-2.0 ,fl W Y W 0. Q z mo Q W I`II^J SHEET C-2.0 ,fl W Y W 0. Q z mo Q W W 3 w W Q a z a 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. 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-0 U -!/NE I -LOOP NN4E IMI. P4' n, I-lacp Wave Style SAM Rack -] Bike Cacadly, Block (u seam) snxE erorE 4 RACK, IC BOXK P0149ER F `° ,,,„„„",�,,,,� 'm"" •""••"+v " caliI OR EOUN£LWJ. fj AP 4- JIF:A' CdR%EIE SIB 4001) nW OFfRT GkcXRD Xifi BICYCLE PARHING DETAIL xrs EK UTILITY 5.0• PROPOSED S7ANOARD ON CURB AND GUTTER �.� 1111IIIISI J° IT PROPOSED POLE LIGHANC POLE CURB RAJIUS� EXISTING i' CONTOUR LINE FQ NO ` c _ a 8'W- - - - � III III III III III III EXISTING WATER METER COMPACTED AND EXISTING FIRE HYDRANT PROOF -ROLLED WITH EXISTING WATER VALVE LOADED DUMP TRUCK UNDL PROPOSED WATER LINE THERE IS NO PUMPING OR PROPOSED WATER METER SIGNIFICANT DBUCDON 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 III PBIT'ATE T DRIVE220 RICE DENSITY. PROPOSED WASTEWATER SYSTEM OHE EXISTING OVERHEAD UTILITIES -' EX/ST/NG STREET LIGHT POSED EXISTING UTILITY POLE STANDARDPROPOSED EXISTING TV PEDESTAL © DRIVEWAY 20.0 z PROPOSED GAS METER f22 DRN'EWA IIIPROPOSED PROPOSED STREET LIGHT MONOUTHIC WALLPACK PAVIN PROPOSED GRAVEL PROPOSED CONCRETE CURB/SIDEWALK PROPOSED POLE LIGHTING I LIGH77NG W 3 W r• --- I III �I WliWl❑u Illi III IIIIIIIIIIIIIIIIIII T 2 FFE=452.50' = I PROPOSED ^ I ALLPACKUTILITY I III LE AND S 0/UM PAPO III LIGHT TO BULWWG B G R MAIN FTE=452.94' III WIDE WHITE _ SIDEWALK I EX S III I A CTrP-) OPOSED TO 5TH STREET lS BRIDGE OVER PROPoSD TO III _ L RAIN GARDEN REMAIN PROPOSD WAAPNGK = III �Ot L .. .. r II III EM7STVVG BOAIW wauvncK . FFE=453.58 LIGH77NG I III ' EX ORlBE . °' • . I IREIWOVED AND REPLACED W/TH III STANDARD 5' SIDEWALK DUPLEX III .4 GARAGE UNIT c PROPOSED WHEELSTOPS FFE=452.20' FFE=452.92' �I III 0 (19 T1p.) a J II � I I EX III POLE\P �POSED III ryaAO° EXTRUDED CURB �p0� II III * VALVE II II II II III IT 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' ° 3,000 PSI ° CONCRETE MONOLITHIC CURBISIDEIPALK NTS STANDARD CURB & LITTER I l F W o - - LIE T � / ur Grp ESTRUDED CLUB 7 AN IEPNC 5 NRE ALL PLAY AIS L DASC—ANnOFC°IN ENffi ON FAD ^JNIAOfJI 1AIPECO CE �eP INSTALL A%WONT GG -BPL MOUN-CELE CURB & LJTTEF DIED END TA A SENT C," 1111IIIISI J° IT AGGREGATE. CURB RAJIUS� EXISTING i' CONTOUR LINE CRUSHED ROCK. EXISTING CURB & GUTTER a 8'W- - - - EXISTING WATER MAIN N EXISTING WATER METER COMPACTED AND ON MERE RNCIRIE DISCOUNT XL BE FAR CONTRACTION Jolxrs MITI BE PLACED A MANOR MIMYEPE CMAILNox JBINT WGnoxs IN STAFF PPI4NFNE MO 24' /5 XF&e NE PEARSSXML HE BUREAU IN WSW CONI AN an AND ACTED SAI SEOUL FAR A BMEN5N GIAN L N THE LETTER OF OR CAB AT "'ALIS. MA55 MAS, MD SEASONAL DMVEBAIS SAL TE SET PMI F SUDENCEM CORD PA EST SINfNO,M) 8A SAGS MIA NINAfTE # CARS S CONNEROLL OANEYARE MITI AD SSBO PMI BEEN SMENTI MARM PMI UMI SIIENCIII) M WX RN CONCRETE S CITY OF 9PRWOF9BLO CURB & GUTTER Dam 3-5 DFPI. OF POBWC R0I0.0 YUBB 3/4” RADIUS --AC PAVING PER PLAN BATTER 6:1 TITIO� L-1 Ylamv ELEVATION �X•y 3.IIII. CQ NOT At, ASSAN.BSERS, I A6W..Ne80 SESTICN 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 UNDL PROPOSED WATER LINE THERE IS NO PUMPING OR PROPOSED WATER METER SIGNIFICANT DBUCDON 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 T-99 PROCTOR. 2. ASPHALT TO BE COMACTED TO 92% OF EX/S7/NG WASTEWATER SYSTEM RICE DENSITY. t R: I� SCALE 1 "=20' 20' 0 20' 40' LEGEND / BNA SIaP ART 7E1 AM NT IMICB sxw wO Slew FALL MOUNTED ADA F AN ACCESSIBLE SIGN D AIL Nli N. Nrmc MI. ACCESS BASLE 60"C MIN EOR VAN ACC=SBL LOADING PIR ANSI STILI) 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 ® EXISTING WATER VALVE 1'W PROPOSED WATER LINE ❑W PROPOSED WATER METER 12"SD--- @ EXISTING STORM DRAINAGE SYSTEM EX/ST/NG CURB INLET —12ST� PROPOSED STORM DRAINAGE SYSTEM 0 PROPOSED AREA DRAIN 8"WW -- WW EX/S7/NG WASTEWATER SYSTEM —6W ---o PROPOSED WASTEWATER SYSTEM OHE EXISTING OVERHEAD UTILITIES EX/ST/NG STREET LIGHT EXISTING UTILITY POLE Q EXISTING TV PEDESTAL © EX/ST/NG PHONE PEDESTAL z PROPOSED GAS METER PROPOSED ELECTRIC METER -o PROPOSED STREET LIGHT ASPHALT DPROPOSED PROPOSED GRAVEL PROPOSED CONCRETE / BNA SIaP ART 7E1 AM NT IMICB sxw wO Slew FALL MOUNTED ADA F AN ACCESSIBLE SIGN D AIL Nli N. Nrmc MI. ACCESS BASLE 60"C MIN EOR VAN ACC=SBL LOADING PIR ANSI STILI) DISABLED PARSING DETAIL xs SHEET C-2.1 U a , Vl Q � -ed m� N W Y W 0 0 � F o d m Q SHEET C-2.1 N W Y W Y F d m Q z mo Q W W 3 W 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. 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. 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 UTIUTIES 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. K11i111 S I i"Ill I I I I I l l l l l to U7:719 FTN q �lll @ U7 q:iH:iflll: U: LEGEND SCALE 1 "=20' BOUNDARY LINE AD ADJACENT LOT LINE BW BACK OF WALK EXISTING i' CONTOUR LINE CATCH BASIN EXISTING CURB & GUTTER III FF 8"W---- EXISTING WATER MAIN EXISTING EXISTING WATER METER gqn-WW EXISTING FIRE HYDRANT ® EXISTING WATER VALVE III PROPOSED WATER LINE ❑W PROPOSED WATER METER 12"SD--- ST EXISTING STORM DRAINAGE SYSTEM EXISTING CURB INLET _ � III PROPOSED AREA DRAIN �-WW -- WW EXISTING WASTEWATER SYSTEM —6"WW PROPOSED WASTEWATER SYSTEM OHE EXISTING OVERHEAD UTILITIES " EXISTING STREET LIGHT -m- EXISTING UTILITY POLE ❑T EXISTING JV PEDESTAL © EXISTING PHONE PEDESTAL PROPOSED GAS METER PROPOSED ELECTRIC METER III PROPOSED STREET LIGHT Q POLE < W SINN III u z 3 u FL /N (N)=446.0 EX UDL/N 7 ' FL IN (NW)=447.1 III (S)=445.50 4v9 < M ELEY.�450.49 III ' n CON ECT TO III EX/STTNG 8" - - WW LINE < III — — — — — — — -WATER 4.2 CONNECT TO DOUBL CHEETI PROPoSED -P Po —6' ww (pmuc) IX/S77N0 8' III DEAD END 16.0• PUBLIC UTIDN L5". WATER &ICKFLOW SUB WATERLINE BLOWOFF EASEMENT METER DEVICE 110.0' n r w (PUB110) IIII , OVERH . a'-ww ECTR/ TO WWMH a.... &... t..,v' REMOVED f0' FL /N 5 =442.09 .. 8 8" FL /N (W)=442.57 1 <10" FL OUT (N)=441.99 3 FlR RIM ELEV.=450.49 °,- E� BUMEVG A III III FEE=45250' Po5 E/SRS1.5 IE W 347RF 1 LE AND °<YWEFT /UM V L/ T TOBUlLDR✓C B EX [<R, /NFFE=452.94•'°UTIL " 6'ww i �" E OVECA III E ,D U77L B REMOVED REMOVED _ I L � I III 6WW 6ww I 0 III 4 19< II III E%fSTING ROmR � I a FFE=45J.SB• III <ETWA TO BE De EMOVED III 14"WW DOPLRX I II III GARAGE OMT FFE=452.20' FFE=452.92' UTIL UTIL --_ --ILL --_------ _ ua III __' _____ - - - - - - - --'�- I EXU 7.0 P.U.E. SED FRANCHISE PROPOSE D FRANCHISE EX WWIIH III UTILITY METERS U77LITY METERS �O� < 10 FL IN(S)=442.33 8" FL /N (W)=442.51 III EX GAS 70" FL OU7 (N)=442.23 VALVE RIM ELEV.=450.63 II I II I III II II EX STMH 24' FL IN FLN=465 OU�T524" 4 R/M ELEV.(S)=.4346464 9 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. 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. 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 UTIUTIES 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. K11i111 S I i"Ill I I I I I l l l l l to U7:719 FTN q �lll @ U7 q:iH:iflll: U: LEGEND SCALE 1 "=20' ,0RlI 1 [0ADE" V If 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 �-WW -- WW EXISTING WASTEWATER SYSTEM —6"WW PROPOSED WASTEWATER SYSTEM OHE EXISTING OVERHEAD UTILITIES " EXISTING STREET LIGHT -m- EXISTING UTILITY POLE ❑T EXISTING JV PEDESTAL © EXISTING PHONE PEDESTAL PROPOSED GAS METER PROPOSED ELECTRIC METER o PROPOSED STREET LIGHT ,0RlI 1 [0ADE" V If 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 �fl W Y . r1 N V y V Fti 0 M y a O Y F C� y O V SHEET C—L.L �fl W Y W 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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' ° L, I rw , d o 11 - d a m cul LET,T T Milli RAL. { e nere."'. snolM1l NI' ; M Q ' DW 1 ry� pf Y .Np Cl m NPP T p WAN N .uf ti I canal La ,IA: lgea¢Y. tl.luve«I%u m aL f_..npIIA SLDIMLNT TRAP' oil Ali- mos in I nin app 's, `dmw L � 3 W Win 1s. ALL fA IJTNON/A ,"I.1-,xr "Arco "s c "i m,.ae. roclon .,. ucm, a.., a".rix-io UGN�NGA will MAIL Ap SHEET C-2.3 ,53 NOTES IDX FABRIC FABRICATED FROM ke q L 1 GA. AIA I'EIIIAL III SIJ r V O Q N 1 01 TLTAT qg" TONG DUCTILE IRON SOLID LID �i & L)LCI'ILE IRON C1IA'1'A' PLAN VFr'V YROON', LIliAVY AE, W Pi FRAME, A DU'"' 'I'I2A ItU'IC GIIA'I'I I DUI S LPIRl AASH -0 o'� o s \1125 LOADS d m selV T Milli z snolM1l NI' ; 0 Q 1rw/�1 Cl m W I ti I � 1 SLDIMLNT TRAP' -x' u1NGEn 1m L � 3 W Win ALL SIDE V-E'VJ ISOMETRIC /\P— :OVED /h3FI V, 7 1 —P -D 24''x42" — 6"0 OUTLET SD SAND COLLECTOR CATCH BASIN DWG # 1177 PEW. MAN. DOUG P. GWN. PAUL G. SCALE NONE D 1 6ibaap,1 �Bamaa DATE: M . 23, O6 MODEL: SC910-62H8-6 GG 247 Wa bo gA9 SL E gene. Oc 97401 p0: (541% 667 - sal lax: 344-0207 SHEET C-2.3 0 � ke SIJ r V O Q N Ase,oM. �i si as o W Pi 0 M y a o'� o d m selV d SHEET C-2.3 0 � SIJ Q) � N Pi d m Qcost d z N 0 Q 1rw/�1 m W I ti 1 SHEET C-2.3 � M � d m Qcost z T 0 Q m W I W 3 W Win 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. COE 2 Cornus kousa'Eddie's White Wonder' White Wonder Dogwood 1"cal. 8 Single stem, B&B, matching, full FRAA 2 Fraxinus americans 'Autumn Applause' Autumn Applause Ash 2" cal. MAN Matching, 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 \RDEN 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 COMMON NAME 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 GROUND COVERS (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 ATION A MIN. OF 6" DEPTH UNDER EACH PLANT. REMOVE BURLAP, ROPES AND WIRES \RDEN 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. BOTANICALNAME 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 GROUND COVERS 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 ATION A MIN. OF 6" DEPTH UNDER EACH PLANT. REMOVE BURLAP, ROPES AND WIRES \RDEN 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 BOTANICALNAME 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.. '4&IST 279 - David J,,4herty WGION Ag U) Z Cw G N O v Q � rn H a 0)o Q I- ❑ n LU tO W � C7 W z W U) LL U) 2 H Ln REVISIONS NUMBER DATE LANDSCAPE PLAN DRAM BY:DRS CHECKED BY:DRS ISSUE DATE: JANUARY 4, M22 PROJECTNUMBER: 2105 L101 CF) z LU W 0 U O LU LU LU It z Q d 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.. '4&IST 279 - David J,,4herty WGION Ag U) Z Cw G N O v Q � rn H a 0)o Q I- ❑ n LU tO W � C7 W z W U) LL U) 2 H Ln REVISIONS NUMBER DATE LANDSCAPE PLAN DRAM BY:DRS CHECKED BY:DRS ISSUE DATE: JANUARY 4, M22 PROJECTNUMBER: 2105 L101 CF) z LU W 0 U O LU LU LU It z Q d w Fn