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Plan, Tentative APPLICANT 2/16/2021
A r 5' m A Fo MR ME E U J W 24' 28' 5' VIM rrA 2j" I PTTACC rPTAC I I I I 2 I I I AT.2 O I NGC 2191 I 5'-9" I I I I I � I ---- I - • _moi___ �Iv © J S. 4' 3d1" 4' I I 8' V 21'-10 1/2" MENEM �� AND DESIGNS NCOW01UTED HEREIN AIM THE PROPERTY OF ST� �E AND IS NOT TO BE USED, IN ELECT/ 21'-5" 1LMJ i r r 21'-10 1/2" I�1 04111 k -m I. -Nil 0 i I LW --4 2191 I 7 NIT 3 B I€D�M B 0 I I 0 O I I 55'-10 1/2" rPTAC� ®rPTAC� �77 I I I l NGC 2191 O : 11 I O I I 31 T I,. FIRST FLOOR PLAN BUILDINGS 1-16 UNIT=9/v8'-O" SQ.FT FIRST FL00R=3872'-011 SQ.FT V V SCALE: I/4" , 40" LEGEND 2x6 WOOD FRAMED WALL EXISTING WALL 0 2x4 WOOD FRAMED WALL WALL TYPES ❑" I. SIDING AS SELECTED (R -F. TO AS SHEETS FOR SIDING MATERIAL LOCATION AND TYPES / APPROVED VAPOR BARRIER / I/2" COX PLYAD. / 2x6 STUD WALL • I6" O.C. (R-21 BATT INSULATION) / 5/8" TYPE "X" GYP. BD. 2. 5/8" TYPE "X" GYP. BO. / 2x4 STUDS s 16" O.G. (REFER TO STRUCTURAL DRAWING FOR DETAILS) / 5/8" TYPE "X" GYP. BD. 3. 5/8" TYPE "X" GYP. BD. / 2x6 STUD ® 16" O.C. / (REFER t0 STRICTURAL DRAWING FOR DETAILS) / 5/8" TYPE "X" GYP. BD. 4. GENERAL NOTES: U I. M.R TYPE "X" GYP. BD, BEHIND ALL WATER FIXTURES TO EXTEND V BEYOND THE FIXTURE (typ.) U.O.N. 2. PROVIDE VERTICAL 2x6 STUD (FLAT) IN WALL FRAMING WHERE DOOR PARDWAR= STRIKES WALL 3. REFER TO STRUCTURAL DRAWINGS FOR SHEAR WALL LOCATIONS AND TYPES 4. REFER TO SHEET A52 FOR FIRE RATING DETAILS 5. TV AND DATA ri1 E 28' S� ELECT/ O 0� 08 HEAT o � I - - -- 25 _ 210. 6 u 21 RM13E HLT_ 0 PA G� THE DOCUMENT AND THE IDEAS AND DESIGNS NCOW01UTED HEREIN AIM THE PROPERTY OF RODD HANSIK ARCHITECT, LLC, AND IS NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE MITTEN AUTHORIZATION OF RODO HANSEN, ARCHITECT, LLC U � J L i L UC Lu Lk H — 2 � U C' Y Q 3 U n op N Cr�BS Q1)) I NOs�o O � 6a) • D7 X � ■ Ill LL Ill Z rIl FIRST TITLE: FLOOR PLAN J050.1396.06082020.&P DRAWN JSD 7 A DATE: 06 -OS -2020 SCALE: 1/411=1' _CII mm T N :d :11 28' 5'-91/4" 1 10-51/2" Si NIT 2 OELECT/ HEAT �a 55'-10 1/2" 5'-91/4" 6' ' r�T�r rPtACr® I t,7 I I 2 I I I AT.I UN IN 7 L YINCs I 20 TF21 O 24' I I NGC 2191 I I I I I ELECT/ I 5' 4' S. I I OSECOND FLOOR PLAN BUILDINGS 1-16 SCALE: I/4" • 140" Y 1. V 21'-10 1/2" 1 O CH T UNIT 4 ELECT/ 0 4 1I I 205 j 2 1i; ® 11 I I _ NT 224g56ATj14 21'-10 1/2" iC 2191 ST NI0� ECT/ I I 2 B�M O I I O5 I I UNIT=968'-Q'I SQ.FT 55'-10 1/2" �l%5►_� - I I I I 2 AT.I OI I O 5 NGC 2191 I I I I AWL �6A IC[PNT A I I I I I IT el I I 0 m I I I I I =3872'-O" SQ.FT 28' �E I 4 I m I LI ® I NT ACCESS i 191yr I L1J® r o O I I \ � — I — I — I BEDROOM — I I I I 82 (Sim.) S T 8 08 ELECT/ wn HEAT _ 2&J>26 u r 21 RNYaE I O Q '2 I UNBa 203 -siuir�-^'I L c�cun cmmzmmo 2x6 WOOD FRAMED WALL EXISTING WALL 0 2x4 WOOD FRAMED WALL WALL TYPES I. SIDING AS SELECTED (REF. TO A6 SHEETS FOR SIDING MATERIAL LOCATION AND TYPES / APPROVED VAPOR BARRIER / 1/2" CDX PLY.WD. / 2x6 STUD WALL a 16" O.C. (R-21 BATT INSULATION) / 5/8" TYPE "X" GYP. BD. 2. 5/8" TYPE "X" GYP. ED. / 2x4 STUDS a 16" O.C. (REFER TO STRUCTURAL DRAWING FOR DETAILS) / 5/8" TYPE "X" GYP. 5D. 3. 5/8" TYPE "X" GYP. ED. / 2x6 STUD a 16" O.G. / (REFER TO STRUCTURAL DRAWING FOR DETAILS) / 5/8" TYPE "X" GYP. ED. 4. GENERAL NOTES: U I. M.R. TYPE "X" GYP. BD. 5EHIND ALL WATER FIXTURES TO EXTEND 2' BEYOND THE FIXTURE (iyp.) 'U -O"" 2. PROVIDE VERTICAL 2x6 STUD (FLAT) IN WALL FRAMING WHERE DOOR HARDWARE STRIKES WALL 3. REFER TO STRUCTURAL DRAWINGS FOR SHEAR WALL LOCATIONS AND TYPES 4. REFER TO SHEET A52 FOR FIRE RATING DETAILS 5. NAND DATA THE DOLLMENT AND THE IDEAS AND DESIGNS NCORFDORATED HEREIN AIM THE PROPERTY OF RODD HANSEN, ARCHITECT, LLC, AND IS NOT TO BE USED, IN WHOLE OR PARI, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF RODD HANSEN, ARCHITECT, LLC U � J L J L H UC W LI H - 2 U C Q � 3 L) N CrW BS I NOs�o • D7 X � ■ Ill LL to Z Z w is SECOND U! TITLE: FLOOR PLAN J050.1396.06082020.&P DDRRALUN JSD A DA:06-08-2020 SCALE: 1/4"=1'-0" A3,_2 8-PLEX THE P00.11ENT AND THE IDEAS AND DESIGNS NCOWDORATED HEREIN AIRF THE PROPERTY OF RODD HANSEN, ARCHITECT, LLC, AND IS NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE MITTEN AUTHORIZATION OF RODD HANSEN, ARCHITECT, LLC UIL JJ 1/4" _ 44'-I 3/4" AFF. $AFF.IT'-2 1/4" ` MR MW GAFF. Mum gigum KEY NOTE 0" I. FIBERGLASS ARCHITECTURAL COMP ROOFING / APPROVED VAPOR BARRIER / 1/2" COX PLYWID / PRE-ENGINEERED TRUSSES (REFER TO STRUCTURAL DRAWINGS ON SPECIFICATIONS AND LAYOUT) R-49 BLOWN INSULATION) 2. OPEN SOFFIT 3. DOWN SPOUT 4. CONTINUOUS GUTTER 5. LAP SIDING (W/6" EXPOSED) (RISER CEMENT) / APPROVED VAPOR BARRIER / 12" CDX PLYUID. / 2x4 STUDS a 16" O.G. (R-21 BATT INSULATION) / 5/0" GYP.BD. 6. IxI0 BAND T. HIDDEN LINE INDICATES TOP OF SECOND FLOOR S. Ixb TRIM BOARD 9. Ix6 CORDER BOARD 10. HARDI-PANEL S" GROVES 11. PTAC UNIT AS SELECTED 12. WINDOW HEAD, JAMB, SILL DETAILS (REFER TO 25, 29/AT3) 13. DOOR HEAD, JAMB, SILL DETAILS (REFER TO 26, 30/AT3 14. Ix3 ® 16" O.G. / TI -11 PANELS 15. Ix4 OVER TI -11 NO GROOVE 16. FOOTINGS (REFER TO STRUCTURAL FOR SPECIFICATIONS) IT. NOT USED IS. SHADED AREA INDICATES INTERIOR OF STRUCTURE 19. ADDRESS IDENTIFICATION NUMBERS SHALL BE 4" HIGH (mIn.), 12" STROKE WIDTH (mIn.) AND OF A CONTRASTING COLOR 2 UC 0 Q � 3 V N CrW BS Q�� NOs�o •asVI X ■ M Ill LL Ill N Z w (Y - co lnnR,, l� Lu U EXTERIOR TITLE: ELEVATIONS J060: 1396.06082020.SP DDRRALUN JSD Q _ A - ow am IS UE 06-m8-2020 SCALE: VARIES 0 -FLEX 4'AFFx.24'-I 3/4" � tiIT'-2 I/4'• 4 AFF. ,69'-1 1/8" AFS OEXTERIOR ELEVATION BUILDING I-Iro OEXTERIOR ELEVATION BUILDI D SCALE: 3/811 • I'-0" e �J KEY NOTE 0" �Y I. FIBERGLASS ARCHITECTURAL COMP ROOFING / Q � APPROVED VAPOR BARRIER / 12" COX PLYIUD / PRE-ENGINEERED TRUSSES (REFER TO STRUCTURAL DRAWINGS ON SPECIFICATIONS AND LAYOUT) R-49 BLOWN INSULATION) 2. OPEN SOFFIT 3. DOWN SPOUT 4. CONTINUOUS GUTTER 5. LAP SIDING (W/6" EXPOSED) (RISER CEMENT) / APPROVED VAPOR BARRIER / 12" CDX PLYUUD. / 2x4 STUDS a 16" O.G. (R-21 BATT INSULATION) / 5/8" GYP.BD. • 6. IxI0 BAND ■ T. HIDDEN LINE INDICATES TOP OF SECOND FLOOR S. Ixb TRIM 50ARD 9. Ix6 CORDER BOARD 10. HARDI-PANEL 8" GROVES 11. PTAC UNIT AS SELECTED 12. WINDOW HEAD, JAMB, SILL DETAILS (REFER TO 25, 29/AT3) 13. DOOR HEAD, JAMB, SILL DETAILS (REFER TO 26, 30/AT3 14. Ix3 ® 16" O.G. / TI -11 PANELS 15. Ix4 OVER TI -11 NO GROOVE 16. FOOTINGS (REFER TO STRUCTURAL FOR SPECIFICATIONS) IT. NOT USED 18. SHADED AREA INDICATES INTERIOR OF STRUCTURE 19. ADDRESS IDENTIFICATION NUM5ERS SHALL BE 4" HIGH (mIn.), 12" STROKE WIDTH (mIn.) AND OF A CONTRASTING COLOR A G� THE DOCUMENT AND THE IDEAS AND DESIGNS NCOW01UTED HEREIN AIRF THE PROPERTY OF RODD HANSIK ARCHITECT, LLC, AND IS NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF RODO HANSEN, ARCHITECT, LLC U � J L J L H U Lu H U C' �Y Q � 3 U N CrW BS Q�� NOs�o • VI X � ■ fl UL Ul N Z w ff co U!, EXTERIOR TITLE: ELEVATIONS J060: 1396.06082020.SP DRRALUN JSD Q _ A - ow am IS UE 06-08-2020 SCALE: VARIES A(o._2 0 -FLEX EXTERIOR ELEVATION BUILDING 1-16 SCALE: 3/8d' - 1,-0" �. 6• g. F EXTERIOR ELEVATION BUILDINGS I-16 SCALE: 3/8('' , 1'-0" 4% 6 1 KEY NOTE 0" I. FIBERGLASS ARCHITECTURAL COMP ROOFING / APPROVED VAPOR BARRIER / 12" COX PLYl= / PRE-ENGINEERED TRUSSES (REFER TO STRUCTURAL DRAWINGS ON SPECIFICATIONS AND LAYOUT) R-49 BLOWN INSULATION) 2. OPEN SOFFIT 3. DOWN SPOUT 4. CONTINUOUS GUTTER 5. LAP SIDING (W/6" EXPOSED) (RISER CEMENT) / APPROVED VAPOR BARRIER / 12" CDX PLYUUD. / 2x4 STUDS a 16" O.G. (R-21 BATT INSULATION) / 5/0" GYP.BD. 6. IxI0 BAND T. HIDDEN LINE INDICATES TOP OF SECOND FLOOR S. Ixb TRIM BOARD 9. Ix6 CORDER BOARD 10. HARDI-PANEL 8" GROVES 11. PTAC UNIT AS SELECTED 12. WINDOW HEAD, JAMB, SILL DETAILS (REFER TO 25, 29/AT3) 13. DOOR HEAD, JAMB, SILL DETAILS (REFER TO 26, 30/AT3 14. Ix3 ® 16" O.G. / TI -11 PANELS 15. Ix4 OVER TI -11 NO GROOVE 16. FOOTINGS (REFER TO STRUCTURAL FOR SPECIFICATIONS) IT. NOT USED IS. SHADED AREA INDICATES INTERIOR OF STRUCTURE 19. ADDRESS IDENTIFICATION NUMBERS SHALL BE 4" HIGH (mIn.), 12" STROKE WIDTH (mIn.) AND OF A CONTRASTING COLOR PA G� THE DOCUMENT AND THE IDEAS AND DESIGNS NCOW01UTED HEREIN AIRF THE PROPERTY OF RODD HANSIK ARCHITECT, LLC, AND IS NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF RODO HANSEN, ARCHITECT, LLC U � J L J L H U Lu H U C' �Y Q � 3 U N CrW BS NOs�o • VI X � R M UL Ul N Z ff co EXTERIOR TITLE: ELEVATIONS J060: 1396.06082020.SP DRRALUN JSD Q _ A - ow am IS UE 06-08-2020 SCALE: 3/0" = I' -0" 1463 8 -FLEX n EXTERIOR ELEVATION BUILDING 1-16 SCALE: 3/e� . I' -O" a' m• e' OEEXTERR IOELEVATIONS BUILDING 1-16 SCALE: 3/e3. I'_O" a m e KEY NOTE 0" I. FIBERGLASS ARCHITECTURAL COMP ROOFING / APPROVED VAPOR BARRIER / 1/2" CDX PLYIUD / PRE-ENGINEERED TRUSSES (REFER TO STRUCTURAL DRAWINGS ON SPECIFICATIONS AND LAYOUT) R-48 BLOU..N INSULATION) 2. OPEN SOFFIT 3. DOWN SPOUT 4. CONTINUOUS GUTTER 5. LAP SIDING (IDI EXPOSED) (FIBER CEMENT) / APPROVED VAPOR BARRIER / I/2" CDX PLYUID. / 2x4 STUDS • 16" O.G. (R-21 BATT INSULATION) / 5/8" GYR15D. 6. IxIO BAND T. HIDDEN LINE INDICATES TOP OF SECOND FLOOR S. Ix6 TRIM BOARD 9, Ix6 CORDER BOARD 10. HARDI-PANEL 8" GROVES II. PTAC UNIT AS SELECTED 12. WINDOW HEAD, JAMB, SILL DETAILS (REFER TO 25, 2S/AT3) 13. DOOR HEAD, JAMB, SILL DETAILS (REFER TO 26, 30/AT3 14. Ix3 • 16" O.G. / TI -II PANELS 15. Ix4 OVER TI -11 NO GROOVE I6. FOOTINGS (REFER TO STRUCTURAL FOR SPECIFICATIONS) Il. NOT USED IS, SHADED AREA INDICATES INTERIOR OF STRUCTURE_ IS. ADDRESS IDENTIFICATION NUMBERS SHALL BE 4" HIGH (min.), 1/2" STROKE WIDTH (min.) AND OF A CONTRASTING COLOR PA G� THE DOC.LMENT AND THE IDEAS AND DESIGNS NCOWDORATED HEREIN AIRF THE PROPERTY OF RODD HANSEN, ARCHITECT, LLC, AND IS NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF RODD NAISEN, ARCHITECT, LLC UIL JJ H U Lu H U C' �Y Q � 3 U N Cr�BS NOs�o •asVI X R M Ul LL Ul N Z Z w Yco(Y- co EXTERIOR TITLE: ELEVATIONS J060: 1396.06082020.SP DRRALUN JSD Q _ A - ow am ISWE 06-08-2020 SCALE: 3/5"=l' -O" 8 -FLEX MN 09071 THE P00.11ENT AND THE IDEAS AND DESIGNS NGOW01UTED HEREIN AIM THE PROPERTY OF Ill HANWEN, ARCHITECT, LLC, AND IS NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF RODD HANSEN, ARCHITECT, LLC U � J L J L LEGEND 2x6 WOOD FRAMED ~ WALL U c. W LI EXISTING WALL H — 0 2x4 WOOD FRAMED = WALL U L Q � 3 V N WALL TYPESO Uj op r c r- -o I. SIDING AS SELECTED (REF. TO A6 SHEETS 0 r 0 FOR SIDING MATERIAL LOCATION AND TYPES / APPROVED VAPOR BARRIER 12" CDX PLY.WD- / 2x6 STUD WALL a I6" d) 13 I 0 O.C. (R-21 BATT INSULATION) / 5/8" TYPE "X" GYP. BD. a 2. 5/8" TYPE "X" GYP. BD. / 2x4 STUDS a Ib" 41 O.C. (REFER TO STRUCTURAL DRAWING FOR DETAILS) / 5/8" TYPE "X" GYP. BD. ■ 4) Ill LL Ill 3. 5/8" TYPE "X" GYP. BD. / 2x6 STUD a 16" O.G. / (REFER TO STRUCTURAL DRAWING FOR DETAILS) / 5/8" TYPE "X" GYP BD 4. REFER TO 23/4.52 5. REFER TO 33/A5.2 GENERAL NOTES: O W 1. M.R. TYPE "X" GYP. BD. BEHIND ALL WATER FIXTURES TO EXTEND 2' BEYOND THE FIXTURE (lyp.) U.OX 2. PROVIDE VERTICAL 2x6 STUD (FLAT) IN N 0 c0 WALL FRAMING WHERE DOOR HARDWARE Q o595� STRIKES WALL 0 m 3. REFER TO STRUCTURAL DRAWINGS FOR '� 9 SHEAR WALL LOCATIONS AND TYPES 4. REFER TO SHEET A52 FOR FIRE RATING r DETAILS Cn 5. TV AND DATA 6. WALLS AND PARTITIONS SEPARATING ~ ' DWELLING UNITS FROM - PUBLIC OR Z r ri SERVICE AREAS SHALL HAVE A SOUND Cu TRANSMISSION CLASS (STC) OF NOT LESS �1��1 THAN 50 FOR AIR -BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM E-90. PENETRATIONS OR PIPING IN CONSTRUCTION ('n Q� B ASSEMBLIES FOR PIPING, ELECTRICAL 441 1� DEVISES, HEATING, EXHAUST DUCTS ETC. SHALL BE SEALED, LINED, INSULATE OR n OTHERWISE TREATED TO MAINTAIN THE lL REQUIRED RATINGS. PLEASE ADDRESS AND UPDATE CONSTRUCTION DOCUMENTS Lu ACCORDINGLY. 2014 0880 12012 1. CONTRACTOR TO VERIFY THAT ALL FIXTURE'W MEET AND ARE INSTALLED TO COMPLY WITH ADA GUIDELINES (ROOM 116 ONLY) 8. NOT USED S. DOOR TO MEET I HOUR FIRE RATING FIRST TITLE: FLOOR PLAN �- .o.o• o 5y- DA:06-08-2020 SCALE: 3/8"=1'-o' 8-PLEX 1/2" �0i-0 AFS u O B KEY NOTE 0 UC I. FIBERGLASS ARCHITECTURAL COMP ROOFING / Q APPROVED VAPOR BARRIER / IR" CDX PLYILD / IqT PRE-ENGINEERED TRUSSES (REFER TO STRUCTURAL DRAWINGS ON SPECIFICATIONS AND LAYOUT) R-49 BLOWN INSULATION) N CrW BS 2. OPEN SOFFIT 3. DOWN SPOUT NOs�o 4. CONTINUOUS GUTTER 5D S. LAP SIDING (W/b" EXPOSED) (FIBER CEMENT) / VI X � ■ APPROVED VAPOR BARRIER / 1/2" COX PLY.WD. / 2x4 STUDS a Ib" O.C. (R-21 BATT INSULATION) / 5/8" GYP.BD. 6. IBAND 1. H HIDDEN LINE INDICATES TOP OF SECOND FLOOR 6 S. A6. 9. Ixb CORNER BOARD 10. MARDI -PANEL 8" GROVES If. PTAC UNIT AS SELECTED 12. WINDOW HEAD, JAMB, SILL DETAILS (REFER TO 25, 2S/A13) 13. DOOR HEAD, JAMB, SILL DETAILS (REFER TO 26, 12 (lypJ I Ix3 a 16" O.C. / TI -II PANELS 15. Ix4 OVER TI -11 NO GROOVE Ib. FOOTINGS (REFER TO STRUCTURAL FOR 21 /1 Il. NOT USED �J 18. SHADED AREA INDICATES INTERIOR OF STRUCTURE 19. ADDRESS IDENTIFICATION TO COMPLY WITH THE EUGENE FIRE CODE SECTION 505. ADDRESS NUMBERS SHALL BE 4" HIGH (min.), 1/2" STROKE WIDTH (min.) AND OF A CONTRASTING COLOR I 3 3 9 I -------- I --------------------------------- _ — --------------------------- ________ b OEXTERIR ELEVATION BUILDING I1-1SCALE, I!1" • I'�0. a 4 KEY NOTE 0 UC I. FIBERGLASS ARCHITECTURAL COMP ROOFING / Q APPROVED VAPOR BARRIER / IR" CDX PLYILD / U PRE-ENGINEERED TRUSSES (REFER TO STRUCTURAL DRAWINGS ON SPECIFICATIONS AND LAYOUT) R-49 BLOWN INSULATION) N CrW BS 2. OPEN SOFFIT 3. DOWN SPOUT NOs�o 4. CONTINUOUS GUTTER 5D S. LAP SIDING (W/b" EXPOSED) (FIBER CEMENT) / VI X � ■ APPROVED VAPOR BARRIER / 1/2" COX PLY.WD. / 2x4 STUDS a Ib" O.C. (R-21 BATT INSULATION) / 5/8" GYP.BD. 6. IBAND 1. H HIDDEN LINE INDICATES TOP OF SECOND FLOOR 6 S. Ixb TRIM BOARD 9. Ixb CORNER BOARD 10. MARDI -PANEL 8" GROVES If. PTAC UNIT AS SELECTED 12. WINDOW HEAD, JAMB, SILL DETAILS (REFER TO 25, 2S/A13) 13. DOOR HEAD, JAMB, SILL DETAILS (REFER TO 26, 30/Al3 14. Ix3 a 16" O.C. / TI -II PANELS 15. Ix4 OVER TI -11 NO GROOVE Ib. FOOTINGS (REFER TO STRUCTURAL FOR SPECIFICATIONS) /1 Il. NOT USED �J 18. SHADED AREA INDICATES INTERIOR OF STRUCTURE 19. ADDRESS IDENTIFICATION TO COMPLY WITH THE EUGENE FIRE CODE SECTION 505. ADDRESS NUMBERS SHALL BE 4" HIGH (min.), 1/2" STROKE WIDTH (min.) AND OF A CONTRASTING COLOR PA G� THE DOC.LMENT AND THE IDEAS AND DESIGNS NCOfWDORATED HEREIN AIM THE PROPERTY OF Ill HANSEN, ARCHnECT, LLC, AND IS NOT TO BE USED, IN WHOLE OR PARI, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF RODD HANSEN, ARCHITECT, LLC UIL JJ 2 � UC 0 Q � 3 U N CrW BS NOs�o • VI X � ■ fl UL Ul N Z w (Y - ca EXTERIOR TITLE: ELEVATIONS J060: 1396.06082020LU DRAWN JSD ISSUE 06-m8-2020 SCALE: 1/2":l ,46 •1 LEASING: UNIT 151-011 +/- AF C B A91 A va" . ------------------ ----------------------- d ---- --- ----- EXTERIOR ELEVATION BUILDING I-1 D KEY NOTE 0 I. FIBERGLASS ARCHITECTURAL COMP ROOFING / APPROVED VAPOR BARRIER / IR" CDX PLY)LD / PRE-ENGINEERED TRUSSES (REFER TO STRUCTURAL DRAWINGS ON SPECIFICATIONS AND LAYOUT) R-49 BLOWN INSULATION) 2. OPEN SOFFIT 3. DOU.N SPOUT 4. CONTINUOUS GUTTER S. LAP SIDING (W/b" EXPOSED) (FIBER CEMENT) / APPROVED VAPOR BARRIER / 1/2" COX PLY.WD. / 2x4 STUDS a Ib" O.C. (R-21 BATT INSULATION) / 5/8" GYP.BD. 6. IxIO BAND T. HIDDEN LINE INDICATES TOP OF SECOND FLOOR S. Ixb TRIM BOARD 9. Ixb CORNER BOARD 10. HARD[ -PANEL 8" GROVES If. PTAC UNIT AS SELECTED 12. WINDOW HEAD, JAMB, SILL DETAILS (REFER TO 25, 2S/A13) 13. DOOR HEAD, JAMB, SILL DETAILS (REFER TO 26, 30/Al3 14. Ix3 a Ib" O.C. / TI -11 PANELS 15. Ix4 OVER TI -11 NO GROOVE IS. FOOTINGS (REFER TO STRUCTURAL FOR SPECIFICATIONS) IT. NOT USED 18. SHADED AREA INDICATES INTERIOR OF STRUCTURE 19. ADDRESS IDENTIFICATION TO COMPLY WITH THE EUGENE FIRE CODE SECTION 505. ADDRESS NUMBERS SHALL BE 4" HIGH (mina, 1/2" STROKE WIDTH (min.) AND OF A CONTRASTING COLOR THE DOCUMENT AND THE IDEAS AND DESIGNS MCORFDORATED HEREIN AIM THE PROPERTY OF RODD HANSEN, ARCHnECT, LLC, AND IS NOT TO BE USED, IN WHOLE OR PARI, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF RODD HANSEN, ARCHITECT, LLC UIL JJ 2 � UC 0 Q � 3 U N CrW BS NOs�o • VI X � ■ fl UL Ul 6. 3 / / \ 2 nyp.) I ® I VIED REMOVED F191 ELEVATION 19 I I 9 _ _ _ _ _ _ _ _ _ — — — — — — — — I _ _ _ _ I _ _ _ _ _ _ _ — — — — IS — — — — — va" . ------------------ ----------------------- d ---- --- ----- EXTERIOR ELEVATION BUILDING I-1 D KEY NOTE 0 I. FIBERGLASS ARCHITECTURAL COMP ROOFING / APPROVED VAPOR BARRIER / IR" CDX PLY)LD / PRE-ENGINEERED TRUSSES (REFER TO STRUCTURAL DRAWINGS ON SPECIFICATIONS AND LAYOUT) R-49 BLOWN INSULATION) 2. OPEN SOFFIT 3. DOU.N SPOUT 4. CONTINUOUS GUTTER S. LAP SIDING (W/b" EXPOSED) (FIBER CEMENT) / APPROVED VAPOR BARRIER / 1/2" COX PLY.WD. / 2x4 STUDS a Ib" O.C. (R-21 BATT INSULATION) / 5/8" GYP.BD. 6. IxIO BAND T. HIDDEN LINE INDICATES TOP OF SECOND FLOOR S. Ixb TRIM BOARD 9. Ixb CORNER BOARD 10. HARD[ -PANEL 8" GROVES If. PTAC UNIT AS SELECTED 12. WINDOW HEAD, JAMB, SILL DETAILS (REFER TO 25, 2S/A13) 13. DOOR HEAD, JAMB, SILL DETAILS (REFER TO 26, 30/Al3 14. Ix3 a Ib" O.C. / TI -11 PANELS 15. Ix4 OVER TI -11 NO GROOVE IS. FOOTINGS (REFER TO STRUCTURAL FOR SPECIFICATIONS) IT. NOT USED 18. SHADED AREA INDICATES INTERIOR OF STRUCTURE 19. ADDRESS IDENTIFICATION TO COMPLY WITH THE EUGENE FIRE CODE SECTION 505. ADDRESS NUMBERS SHALL BE 4" HIGH (mina, 1/2" STROKE WIDTH (min.) AND OF A CONTRASTING COLOR THE DOCUMENT AND THE IDEAS AND DESIGNS MCORFDORATED HEREIN AIM THE PROPERTY OF RODD HANSEN, ARCHnECT, LLC, AND IS NOT TO BE USED, IN WHOLE OR PARI, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF RODD HANSEN, ARCHITECT, LLC UIL JJ 2 � UC 0 Q � 3 U N CrW BS NOs�o • VI X � ■ fl UL Ul N Z w ff ca EXTERIOR TITLE: ELEVATIONS J060: 1396.06082020LU DRAWN JSD ISSUE 06-08-2020 SCALE: 1/211=1'-O" AFd .las LEASING: UNIT Irz" . In" . KEY NOTE 0 I. FIBERGLASS ARCHITECTURAL COMP ROOFING / APPROVED VAPOR BARRIER / IR" CDX PLY)LD / PRE-ENGINEERED TRUSSES (REFER TO STRUCTURAL DRAWINGS ON SPECIFICATIONS AND LAYOUT) R-49 BLOWN INSULATION) 2. OPEN SOFFIT 3. DOWN SPOUT 4. CONTINUOUS GUTTER S. LAP SIDING (W/b" EXPOSED) (FIBER CEMENT) / APPROVED VAPOR BARRIER / 1/2" COX PLY.WD. / 2x4 STUDS a Ib" O.C. (R-21 BATT INSULATION) / 5/8" GYP.BD. 6. IxIO BAND 1. HIDDEN LINE INDICATES TOP OF SECOND FLOOR S. Ixb TRIM BOARD 9. Ixb CORNER BOARD 10. HARD[ -PANEL 8" GROVES If. PTAC UNIT AS SELECTED 12. WINDOW HEAD, JAMB, SILL DETAILS (REFER TO 25, 29/A13) 13. DOOR HEAD, JAMB, SILL DETAILS (REFER TO 26, 30/Al3 14. Ix3 a 16" O.C. / TI -11 PANELS 15. Ix4 OVER TI -11 NO GROOVE IS. FOOTINGS (REFER TO STRUCTURAL FOR SPECIFICATIONS) Il. NOT USED 18. SHADED AREA INDICATES INTERIOR OF STRUCTURE 19. ADDRESS IDENTIFICATION TO COMPLY WITH THE EUGENE FIRE CODE SECTION 505. ADDRESS NUMBERS SHALL BE 4" HIGH (mina, 1/2" STROKE WIDTH (min.) AND OF A CONTRASTING COLOR THE DOC.LMENT AND THE IDEAS AND DESIGNS NCOfWDORATED HEREIN AIM THE PROPERTY OF Ill HANSEN, ARCHITECT, LLC, AND IS NOT TO BE USED, IN WHOLE OR PARI, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF RODD HANSEN, ARCHITECT, LLC UIL JJ H U LU H U C' �Y Q � 3 U N CrW BS NOs�o •asVI X R M Ul LL Ul N Z w (Y - co EXTERIOR TITLE: ELEVATIONS J060: 1396.06082020LU DRAWN JSD ow am ISSUE 06-08-2020 SCALE: 1/2"=1'-O" 1461.3 LEASING: UNIT CHERRY SPRINGS APARTMENTS LANDSCAPE MASTER PLAN t3 a 5 i s fi _ a S k ,5 u LANDSCAPE ELEMENTS IRRIGATED LAWN GRASS - 20,650 (+/-) s.f. 48TH ST. INTERIOR PARKING LOT ISLANDS PLANTER BEDS - 43,700 (+/-) s.f. 8 D STORMWATER PLANTER FACILITIES - 26,000 (+/-) s.f. LOW MOW/ LOW WATER SEEDED AREAS - 19,500 (+/-) s.f. DECORATIVE WASHED RIVER ROCK PARKING & MANEUVERING AREA: 71,230 (+/-) s.f. TOTAL INTERIOR PARKING LOT ISLAND AREA TO BE LANDSCAPED: 7,340 (+/-) s.f. REQUIRED INTERIOR PARKING LOT ISLAND LANDSCAPE: 5% PROPOSED INTERIOR PARKING LOT ISLAND LANDSCAPE AREA: 10% TREE REQUIREMENTS: NUMBER OF PARKING LOT ISLANDS: 47 PER 3.2-240.D.1 (c), REQUIRED NUMBER OF INTERIOR PARKING LOT ISLAND TREES: 49 'ROPOSED TREES INTERIOR PARKING LOTTREES PROVIDED: 49 31KE PARKING STREET TREE REQUIREMENTS PER 4.2-140 Street Trees St Length Trees Reg'd Trees Proposed 48th St 915 30.5 32 B St. N 310 10.3 11 B St. S 310 10.3 11 ,7 C4 q a i �m o LU Lu e 1 a u ,o u 1, O t CITY OF SPRINGFIELD LANDSCAPE REQUIREMENTS: MULTI -UIIIT DESIGN STANDARDS 113 3.2-240 D. Design Standards. All of the following design standards shall be met by all multi -unit developments'. Building Orientation', Building Form', Storage', Transition and Compatibility Between Multi -unit and HDR Development', Open Space', Landscaping', Pedestrian Circulation', Parking', and Vehicular Circulation 6. Landscaping, Fences and Walls. Multi -unit developments shall provide landscaping as specified in Section 4.4-105 and the following standards (See Figure 32Q)'. a. A minimum of 15 percent of the site shall be landscaped with a mix of vegetative ground cover, shrubbery and trees. Trees, a minimum 2 inches (dbh) in caliper, and shrubbery, a minimum of 24 inches in height, shall be planted. Bark mulch, rocks and similar non -plant material may be used to compliment the cover requirement, but shall not be considered a sole substitute for the vegetative ground cover requirement', b. Street trees, a minimum 2 inches (dbh) caliper, shall be placed within the planter strips between the curb and the sidewalk. Street trees shall be planted 1 per every 30 linear feet (minimum) of street frontage, as specified in Section 4.2-140, c. The use of native and/or drought -tolerant landscaping is encouraged. All landscaping shall be irrigated with a permanent irrigation system unless a licensed landscape architect submits written verification that the proposed plant materials do not require irrigation. The property owner shall maintain all landscaping. 8. Parking. Multi -unit developments shall provide parking design as specified in the following standards'. c. There shall be 1 planter island for every 8 parking spaces. Planter islands shall be a minimum of 6 feet wide, exclusive of the curb, the full length of a parking space containing 1 shade tree (a minimum 2 inches dbh in caliper at planting) and vegetative round cover. Trees shall be specimens capable of attaining 35 (dbh) P P 9) 9 9 P P 9 feet or more in height at maturity and shall not produce excessive fruit, nuts, or sap (ie., die to pest damage) Bark mulch is not an acceptable substitute for vegetative round cover in the planter island. 9) P 9 9 Water quality features may be incorporated into planter islands. Landscape areas shall be evenly distributed throughout the perimeter of interior parking areas, where practicable. See Section 4.4-105F. for recommended shade trees', d. A minimum 6 -foot wide planter area shall separate and visually screen parking from living area windows. The planter area shall include a mix of ground cover, shrubbery, and trees with appropriate growth habit (ie., for narrow planters and any height limitations including balconies, overhangs, and eaves). Shrubbery in this planter area shall be at least 24 inches in height at the time of planting, and trees a minimum of 2 inches (dbh) in caliper at the time of planting. See Section 4.4-110, I . Parking area landscaping shall be designed to reduce storm water runoff (eg., through infiltration swales and other measures), as practicable', and k Bicycle parking shall be provided as specified in Section 4.6-140-155 and may be incorporated into the landscaping design. SECTION 4.4-105 LANDSCAPING B. Three types of landscaping may be required'. 1. Landscaping standards for private property as specified in this Section and other Sections of this Code. 2. Street trees in the public right-of-way as specified in Section 4.2-140 3. Curbside planter strips in the public right-of-way as specified in Section 4.2-135. D. Unless otherwise specified in this Code, the following areas of a IoVparcel shall be landscaped'. 1. All required setback areas and any additional planting areas as specified in the appropriate zoning district. 2. Parking lot planting areas required in this Section. E. At least 65 percent of each required planting area shall be covered with living plant materials within 5 years of the date of installation. The living plant materials shall be distributed throughout the required planting area. The planting acceptable per 1,000 square feet of required planting area is as follows'. 1. As a minimum, 2 trees not less than 6 feet in height that are at least 2 inches in caliper (at the time of planting, not including root ball)', and 2. Ten shrubs, 5 gallons or larger. 3. Lawn and/or groundcover may be substituted for trees or shrubbery, unless required for screening when there are adequate provisions for ongoing maintenance. F Parking lot planting areas shall include'. 1. Parking and driveway setback areas specified in the applicable zoning district', and 2. 5 % of the interior of a parking lot, exclusive of any required parking setbacks. 3. See also Section 3.2-240D.8. c. for multifamily design standards. G. All new required planting areas shall be provided with a permanent underground irrigation system unless where planted with native species or plant communities, or as may be exempted by the Director. H. Landscaped setbacks abutting required screening on the same property may be exempted by the Director from planting requirements if the area is not visible from any public right-of-way or adjacent property. SECTION 4.4-110 SCREENING A. Unless otherwise specified in this Code, screening shall be required'. 1. Where commercial and industrial districts abut residential districts and no approved screening exists', 2. For outdoor mechanical devices and minor and major public facilities', 3. For outdoor storage yards and areas in non-residential districts abutting residential districts along their common property line', 4. For trash receptacles', 5. For automobile wrecking and salvage yards', and 6. For multifamily developments. B. Screening shall be vegetative, earthen and/or structural and be designed to minimize visual and audible incompatible uses from adjacent properties. Unless specified elsewhere in this Subsection, screening shall be continuous to at least 6 feet above ground level. The following standards shall apply'. 1. Vegetative Screening. Evergreen shrubs shall be planted to form a continuous hedge. When immediate screening is necessary, a sight -obscuring fence shall be installed in place of, or in conjunction with the shrubs. The 6 -foot height standard specified in Subsection B., above shall occur within 4 years of planting. EXCEPTION'. For multifamily development, the vegetative screening standard specified in Section 3.2-240D.8. d. apply. i.e. Engineering, im. 609 SE Pine St Roseburg, OR ieengineering.00m )PR( O V 'r N LOVc. EXPIRES. 12/31/20 W h H civil structural Le. surveying architecture o planning i.e. Engineering, im. 609 SE Pine St Roseburg, OR ieengineering.00m )PR( O V 'r N LOVc. EXPIRES. 12/31/20 W h H CP Q o Z LLI o CLh a C7 Z 6 � y o a cc cc L LI 2 C3 � _ o L1 CHERRY SPRINGS APARTMENTS I Artnc�nAnr nt Ant rtrNnTt t civil structural Le.surveying architecture planning KEYED LANDSCAPE NOTES: SEE STORMWATER FACILITY INFORMATION ON L4 2] BIKE LOCKERS. SEE L6 3] SPADE EDGE BETWEEN LAWN AND PLANTER BEDS ® LANDSCAPE EDGING BETWEEN STONE AND GRASS [5 INSTALL DECORATIVE BOULDERS PER2 © INSTALL GRASSCRETE PER MANUFACTURER'S SPECS. [7 EXISTING TREE TO BE PROTECTED PER L6 ® APPLYAND INSTALL SEED MIX PER MANUFACTURER'S SPECS 19 INSTALL 3" MEDIUM FIR BARK MULCH IN ALL PLANTING AREAS i.e. Engineering, ino. 609 SE Pine S[ Roseburg, OR ieengineering.com l�QEO P ROFFs c W�N 1DTIRES. 12/31/20 c 0 U (n (U w Cd 0 L2 y H � � Z o Q CL Q y C9 Z CL w EE s EEELJ� 3 at s N o U e � J II CC L2 CHERRY SPRINGS APARTMENTS KEYED LANDSCAPE NOTES: SEE STOKERS ER FACILITY INFORMATION ON ITA LANDSCAPE PLAN SOUTH I 2 BIKE LOCKERS. SEE (A)civil SEE(A ] structural 40 �3 SPADE EDGE BETWEEN LAWN AND PLANTER BEDS 8surveying PLANT SCHEDULE Subject to Change Based on Availability and Per Landscape Designer ® LANDSCAPE EDGING BETWEEN STONE AND GRASS �� architecture I planning TREES CRY WTANICALNAME COMMON NAME am HEGHTRANGE WITIH RANGE RIz �5 INSTALL DECORATIVE BOULDERS PER L6 16 ACERGRISEUM PAPERGAiKMAPLE 2" CAL. ORALTSIMIIAR + + + + + + + + + + + + + + + + + + + + + °+ + + +• + + + + + + + + + + + © INSTALL GRASSCRETE PER MANUFACTURER'S SPECS. 8 ACEri PP1MAlUM'SWGO KAKI-' SANGO KAKU JAPANESE MAFDE 2" CA-, e0.30' 11-20' ORALTSIMIUR - - + + + + + + + + + + + + +++++++ + ++++++ ® 1 �7 EXISTING TREE TO BE PROTECTED PER + +,.+ ++ +++ +++ 1 L6 + e + + + + +*+++ + + + + + + + + + + + + + + + + + + ® APPLYAND INSTALL SEED MIX PER MANUFACTURER'S i.e. Engineering, iDr. 14 ACER RUBRUM REO MAPLE 2" CAL. 41-50' 31-40' ORALTSIMIIAA I + + + + + + + + + + + + + + + + + + + + SPECS Roseburg, OR �9 INSTALL 3" MEDIUM FIR BARK MU ITCH IN ALL I ++ PLANTING AREAS Ieeflglneefing.IXlfR 12 ARBUUSUNEDG'COMPACTA' OWARFSTRAWBERYTREE 1-CAL. ORALTSIMIIAR 10 INSTALL BENCHES PER MANUFACTURER'S SPECS .1 _11 QED PROF�rs, y � - � 11 SCREENING PER a. 4-110 Fl 12 CERCISCANADENSIS'HEPRISOFGOID' HEARTS OF GOLD REDBUD 2"CPL 20.30' 21-33' Bi SNGlETRUNK EVENLVANCHED. ORALTSIMIURC.IF R 4 4 4 �• �l NEFa + • • • P'. 0�G1 15 CORNUS KOUSA KWSA DOGWOOD 2" CAL. 20.30' 21-30'ORALTSIMIUR __ 1e5M\ y • I J x OK O+ WIN 31 FRAANUS PENNSYLVANICA'MARSHALL'S SEEDLESS' MARSHALL'S SEEDLESS GREEN ASH 2" CAL. 41-50' 31-M, ORALTSIMIIAA O �l X Q s'fN LOVE�� 14 IAGERSTROEMIAINDICA'GLENDORAWHITE' GLENDORAWHITE CRAPE MYFrrEMULTI-THUNK 19CAL.I ORALTSIMIUR A _ EXPIRES. 12/31/20 23 PRUNUS S...... TA'MT.FWI' JAPANESE FLOWERING CHERRY 2 CPL 20.90 21-3J' ORALTSIMIUR .. a I e 15 RHAMNUS PURSHIPNA CASCARA 2" CAL. e0.30' 11-20' BNGLETRUNk EVENLY BiPNCHEO. • ORALTSIMIUR ° ® OLHd"0 OOOQ OOO 0 (1{}000 ® �• ®O DECIDIJOUSBIIALBS Ow BOTANICAL NAME COMMON NAME am HEIGHT RANGE WIDTH RANGE REMARKS ,4� • ° v -v 56 FOTHERGILL4 GPADENII DWARF FOTHEMILIA 3SAL, 2536. 36-M, ORALTRMIIAR © *lr I '_ ® 14 HEUCHERAAMERICANA'GREEN SPICE AMERICAN ALUMROOT 4" 1824" 1224' ORALTSIMIIAR ® 32 HIBISCUS SYBNCUS'RED HEART' REO HEART ROSE-0FSHAAON 3'HT. 810' fi' ORALTSIMIUR 5 6 VACCINIUMCORYMBOSUM HIGHBUSH BLUEBERRY 3GA- 43' 36-48" ORALTSIMIIAR EVERGREEN SHRUBS OlY BOTANICAL NAME COMMON NAME am HEGHT RANGE WITIH RANGE REMARKS ppp_ ){J F ® Be MEDIA X GRPNDIFLORA'FRANCIS MASON' FRANCIS MASON GLOSSY ABEUA 5GAL 46' 4&60" ORALTRMIIAR I \ I — O27 AVWBAJAPONICA'GOLDDUST' GOLD DUST JAPANESE I-AUREL 5GAL 83' 8' ORALTRMIIAR 1 I ® 27 AZAPAX'UTHEJOHN' UTTLE JOHN BOUTHFAN INDICA AZALEA 5GA- 43' 4880" ORALTSIMIIAR e e 146 BERGENIACORDIFOLW HEAHTLEAF BERGENN 1GAL, 1824" 12-24' ORALTSIMIIAR O C fi CISTUSX'GPA SW000 PINK' ROCK ROSE GP 5@ 58" ORALTRMIIAR O o H ILIX CflENATA JAPANESE HOLLY SGAL 8-10' Bb' oRnLTSIMIUR I � ILL%CRENATA'HELLERI' HEWER JAPANESE HOLLY 3GPL 3]-48' 4&60" ORALTSIMIUR d O • 3 .•ggyF I P ••VV v O0 a �o o o 48 VIVPNOULAPNGUSTFOLL4 ENGLISH LAVENDER 3GPL 2538' 2438" ORALTSIMIUR 9 •4 � ��.. v I I 2(I IAVANDUTAPNGUSTIFOLr4' MUN$TEAD' MUNISMAD ENGLISH rAVENDER 1GAL. 1824" SEW" ORALTSIMIUR O � + 100MAHONIAEURYBRACTEATA'BOFTCARESS' SOFTCARESSMAHONW 3GAL. 2536' 2436' ORALTSIMIUR I 27 MAHONIAFOWUNEI CHINESE MAHONM 3GAL. 43' 2438" ORALTRMIIAR I O C 113 NANDINADDMESTICAREMONUME' DEMON UME NANDINA 3GAL 37-43' 3843" ORALTRMIIAR S 4 O e -_C)- I _ 11 O 31 OSMANTHUS DEDAVAYI DEI-AVM OSMANTHUS 3SAL 4fi' 4&80" ORALTRMIIAR O. w 127 PRUNU$WIROCFAPSU$'OTTO WYKEN' OTTO LINKEN LAUREL 3GPL 25-36- 36-4B" ORALTSIMIIAR Q II w ® V � N o ® 92 RHODODENDRON%'SEPTEMBER SONG' SEPTEMBER SONG RHODODENDRON 5GA_ 5' 6' ORALTSIMIIAR j I . LUI '° ° - ° O 46 RHODODENDRON X 'UNIQUE' UNIQUE RHODODENDRON SGAL 31 3848" ORALTSIMIIAR 0 e m° .l • �y v 0000 - ,/Wr N m • �O 1 w��Q� 4 SABCOCOCCAHOOKERIANAHUMILI6 SWEETBOX 3GAL 1824" 36-48" O ORALTSIMIIAR I a o0CM W 3 1]4 $AACOCCCG4 RU$CIFOLD4 FRAGRANT$PACCCOCC4 3GPL 37-48' 3E-48" ORALTSIMIUR j 24 TEUCRIUM CHAMAEDRYS GERMANDER 1GAL. 12-18" 12-24' ORALTRMIIAR ' 45 VIBURNUM DAVTDII DAMO LABURNUM 3SAL 2538' 3848" ORALTRMIIAR CO •s 4 .. Q ° a 00 VIBURNUM TINUS'SPflING BOUQUET' SPRING BOUQUET IAUflUSTINUS SGAL 88 ORALTSIMIUR O22 GRASSES ON BOTANICAL NAME COMMON NAME SIZE HEIGHT RANGE WIDTH RANGE REMARKS I 4 24 CAAMAGROSTISXACDRIFLORA'KAALFOERSTER' KARL FOERSTER FEATHER REED GRASS 3SAL 46' 12-24' ORALTSIMIIAR G 208 CMIX DIVULSA EUROPEAN GREYSEDGE 1GAL. 1824" 12 ORALTSIIMIIAR I Hl_+ R( O C1 31 URIOPE MUSCARI'MONROE'SWHRE' MONOE'S WHIM LLYTURF 1GAL. 18-24 12-24 ORALTSMIIAR • �O O a U e 61 PENNISBUM ALOPECUP.OIOES'HPMEW HAMEW FOUNTAIN GRASS 3GPL ORALTSIMIUR 4 •• f/1 PERENNIALS OlY BOTANICAL NAME COMMON NAME $RE HEGHT RANGE WIDTH PPNGE REMMK$ / • O I 37 RUDBECKLAHIfTA BLACK-EYED SUSAN 1 GAL. 2536' 12-24' ADDITIONALAND/OR SUBSIITUTE SPECIES O ACCEPTED I '. w STORMWATEF PLANTS BOTANICAL NAME COMMON NAME HEIGHT RANGE WIDTH RANGE REMARKS OTY SIZE O 3 r 17 ALFA CIflCINATUM ARE MAPLE 3' HT 10.12' B-10' ORALTSIMIUR •• U) ° ■ ■ ■ II Q m 4 CDFNU5STOLONIFERA'KELSEY' KELSEY REDTVIG DOGWOOD 3SAL, 535' 2438" ORALTSMIUR o . ,. Q 00 US POLYSTCHUM MUNRUM WESTERN SWORD FERN 3GA- 2536. 2438" ORALTRMIIAR • (M 3 RIBESSANGUINEUM RED FLOWERING CURRANT 3GA_ 8-10' Bb' ORALTSIMIIAR + + H + + H HOa + H04 N zo w GROJND CORS Ow BOTANICALNAME COMMON NAME SIZE CONTAINER REMARKS + w C Rr 284 SF AACTOSTAPHVLOS WA-URSI'BIG BEAR' BIG BEAR KINNIKINNICK --- ORALTSIMIIAR I. L ............................... ..... .................... .................. J d .... .... ....... � e 375 FAA64RWCHILOEN$I$ BEACH STRAWBERRY FLAT PLLq ORALTSIMIUR I LJJ o 48TH ST. 454 PRUNUSDAUROCERASUS'MOUNTVERNOM MOUNTVERNON LAUREL ORALTSIMIIAR V J II 33 RUBUfi CALYCINOIDEfi CREEPING BRAMBLE --- ORALTSIMIUR /%��% %���%� IRRIGATED LAWN PT ]]0 WATER LESS ECO-LAWN MIX. NfiPz:/Nna..,ls�.nom/mlemm�ew,Na-„Ic�eevelew,l%MroauesNc-n�azg-I�s•«we..,1 p PERVIOUS RATED FOR EMERGBJCV EQUIPMENT CALL BEFORE YOU DIG 1—�—� "°�°° ONE CALL- (800) 332-2344 0' 10' 20' ac' OAR 952-001-0010 THROUGH OAR WASHED RIVER ROCK STORMWATER FACILITY BORDER 952-001-0090 SCALE'. V=20' CHERRY SPRINGS APARTMENTS STORMWATER PLANTER CALCULATIONS INFILTRATION PLANTERS A INFILTRATION RAIN GARDENS X Requirements: Requirements: Per 100 s.f. of facility area: Per 100 s.f. of facility area: a. 100 Ground Covers, OR a.100 Ground Covers, OR b. 80 Ground Covers and 4 Small Shrubs, OR b. 80 Ground Covers, 2 Large Shrubs 4 Small Shrubs c. 60 Ground Covers and 12 Small Shrubs and 1 tree (deciduous or evergreen) Infiltration Planter A B C D E F G H 1 J K L M N O P Q R S T U Total Qty PLANTING SCHEME B B B B B B B B B B B B B B B B B B B B B Square Footage 296 125 95 278 279 206 207 153 153 303 302 276 304 402 360 302 306 132 210 175 150 0 Ground Covers** Tufted Hair Grass 87 100 76 100 100 6 5 800 800 118 117 2395 Slough Sedge 120 84 Required Sm. Shrub 12 5 40 20 878 Common Rush 150 0 0 100 100 65 66 40 40 100 100 7 5 214 27 12 140 50 30 48 100 100 1,256 Slough Sedge 0 0 0 23 24 13 13 6 9 7 6 214 5457 100 110 150 5 52 5 5 80 30 539 Sword Fern 4 4 8 80 80 60 60 0 18 75 85 90 120 1 1 150 50 9 18 18 850 Large Leaf Lupine 83 1 1 8 Red Alder 20 20 23 23 25 25 46 49 55 48 50 45 26 40 495 Required GC 237 100 76 223 224 165 766 123 123 243 242 221 244 322 288 242 245 106 168 140 120 4,018 Total Ground Covers 237 100 76 223 224 165 166 123 123 243 242 221 244 322 288 242 245 106 168 140 120 4018 4 5* 1 TOTAL QTY. 0 Small Shrubs Shiny -leaf Spirea 6 5 4 6 6 A A 7 7 7 8 12 13 8 1800 13 13 6 9 Ground Covers** 130 Kelseyi Dogwood 6 0 0 6 6 9 9 Common Rush 6 5 800 800 9 15 2395 Slough Sedge 7 6 84 Required Sm. Shrub 12 5 4 12 12 9 9 7 7 13 13 12 13 17 15 13 13 6 9 7 5 214 Total Sm. Shrub 12 5 4 12 12 9 9 7 7 13 13 12 13 17 15 13 13 6 9 7 6 214 5457 Cascara 5 5 5 5 5 5 30 Paperbark Maple 4 4 8 16 0 Trees* White Alder 1 0 18 1 1 0 52 1 1 Total Trees 16 9 18 18 1 13 83 1 1 8 Red Alder 1 1 1 1 1 5 "Southern Plains" Shumard Oak 1 1 1 1 1 1 1 1 8 Total Trees 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 21 Infiltration Rain Garden 1 2* 3 4 5* 1 TOTAL QTY. PLANTING SCHEME Vine Maple Soft Leafed Willow Douglas Splraea Required Large Shrubs Total Large Shrubs B A B B A A 46 20 36 102 102 Square Footage Shiny Leaf Spirea 1537 391 1725 1800 368 648 104 Ground Covers** Tufted Hair Grass 500 100 400 400 95 190 1685 Common Rush CL 200 800 800 220 375 2395 Slough Sedge 62 0 69 72 0 0 0 Sword Fern 500 O 180 240 O 0 920 Trees* Large Leaf Lupine 230 91 7 7 53 83 457 Required GC 1230 391 1380 1440 368 648 5457 Total Ground Covers 1230 391 1380 1440 368 648 5457 Large Shrubs / Small Trees Vine Maple Soft Leafed Willow Douglas Splraea Required Large Shrubs Total Large Shrubs 10 5 16 31 31 0 O 18 7 10 35 35 18 8 10 36 36 0 O 0 O 46 20 36 102 102 Small Shrubs Shiny Leaf Spirea 32 35 37 CW 104 Kelseyi Dogwood 30 34 35 99 CL d' z ° n 0 Required Small Shrubs 62 0 69 72 0 0 203 Total Small Shrubs 62 O 69 72 O 0 203 Trees* White Alder 5 7 7 19 Red Alder 0 "Southern Plains" Shumard Oak 6 6 6 OC CL 18 Cascara 5 5 5 5 5 5 30 Paperbark Maple 4 4 8 16 Required Trees 16 0 18 18 0 0 52 Total Trees 16 9 18 18 9 13 83 *Trees included to satisfy parking island and Street Tree landscape requirements **Species listed in City of Eugene Stormwater Manual as Groundcovers STORMWATER FACILITY LOCATIONS FILTER FABRIC SURFACE FLOW`/jam//% s000000°o°Vo°000° °oo°g00000000°000go°° TO INFILTRATION FACILITY DECORATIVE WASHED / RIVER ROCK VARIES EXISTING SUBGRADE APPROX. DEPTH 1 z' DRAIN ROCK TO PERVIOUS SOIL SURFACEINFILTRATION FACILITY: SECTION A_ 0 " t*/9 SURFACE INFILTRATION FACILITY: SECTION B SCALE: 1" = 5' 0 " VARIES- '+�2�r�0�r�0�r�r�0�rv�1�'•d�'�d���l� (a)SURF E INFILTRATION r PIRM 1.on—de prtlWvn tan alb Ule mud, qulpmenl Ridging, 5Pipnp: Minn um Y pipe r"ulrM for up 0 1, 5W s R -it tool Me In proPosN lnFlrmon erns pna to Luring, Imp—mum aee,db—Cmin. Mmm)"oommu,9cpes and. conRiNarn. and In9al1ffim shod Ulm the UnM1xm Plumbing Code. z Omnson. 5 GrnAng medium: a. IMLN MpWla: M' minimum. .1T mmmum b. Depth 0planla: is minimum Rini top M grmting to mpMlcpsMaamededniummopoM medlum lomegowaeallm. C . Slope 0 plante:05% a Ian. 9 VNemblm: Fdli- ande—pe plans WwAx rNs to plant bid in SVMT14eendlx E Minimum container Rix Is 1 salon 3 Stliddem WMplanfingspa luedona .gimea: a. mntrLlm planer mud be to Rini lundmono a 190 Ground Cwt; OR and 5' fan properly line. b. BO Ground Cass and,4SmL Ambo, OR b. Fmmon planer do not nimble a xAmb With an a 60 Ground Cocas and 1 id Ambo app. walnproN lira. 10. Ranlawal5: 40 r: &Meeting shall be cline, bnd, anatle, wos],a d Minimum TteeLma Rini mead banal to .. durable m ale. (no chemically limited ecoco the lop Mme plane walla, b. wLs shall be ncludea on building plans hex Incaporded mo mundafims or other permit. ..du - 11....I.. pngravH arner r. to mnRihon tom .1. a Rd. P. be graa5ng m Mlum. © aIE rniwaovmnx INFILTRATION PLANTER EUGENE, OREGON OEVARTMENTOF PUBLIC MRM TYPICAL DETAILS INFILTRATION PLANTER TYPICAL DETAIL NTS 1. PrwaepnotWvn ran LI vMmemRc. erypmnl Rivgne, alit. mne in propound mfiltrab'n area pna to turns, and der conRimarn. 2. Gm name: a Dem" dram gums 6" minimum and 17mmmum b. him halon edsh:2 min. a Stle 9cpn M Ram Garde: 31 maxmum. Stlb. a. nfiibalie rain gudna mug be 19 Ran mumm es and 5' fan prcpaly fine. Fibalie Ran Guee do not reryire aootbaak with an apprmed xaWproN iner. 4. Piping : Mnlmum rplpe neryred Wup to 1,S0J e, n M ImperNouaarn. otbwAx Pmm. Piping mAalM, 9cpes and InRiLWIon AN Ulm the Unlmm Plumbing Cede. 5. Gmtinm a medu: 1T minimum b. mpme d Wind d i m e ded nafiw toi Vegetation Falun andwape plans WwAx Mer to pland hid in gmVMM Apwdix F. NumberMplanfings per1Oh1M1aalry un: a. 100Gremd C—r OR b.. Ground Co us, 21arge Sbmbs 4 RinMI9hmbs and 1 tress mead omor—,—) 7 washed pea grata a men roX to munition ran mltls and sphsh pool to gn—mg minium. i.e.Engineering,I- 809 SE Pine S[ Roseburg, OR ieengineerindi 7PReF,_ 4 O V err N LOVc. EXPIRES'. 12/31/20 c 0 Q U W w ro civil a W structural Le.surveying architecture � O planning i.e.Engineering,I- 809 SE Pine S[ Roseburg, OR ieengineerindi 7PReF,_ 4 O V err N LOVc. EXPIRES'. 12/31/20 c 0 Q U W w ro INFILTRATION RAIN GARDEN TYPICAL DETAIL h a W 3 4 � Q � O a Z NTS w_ CW CL d' z ° n a h J CM Z a OC CL a W a INFILTRATION RAIN GARDEN TYPICAL DETAIL o a W 3 3 8 a NTS w_ L4 199 CHERRY SPRINGS APARTMENTS Space/8-Plex Ground Floor OPEN SPACE ANALYSIS civil structural E � Unit(sf) architecture Le.surveying OPEN SPACE KEY: planning Lim PRIVATE OPEN SPACE 101.5 _ COMMON OPEN SPACE i.e. Engineering, im. 809 SE Pine St .E CODE SECTION 3.2- Dwellingunitslocatedatorbe/owfinishedgrade, or within 5feet offinishedgrade,sha//providea minimum of 96 square feet ofprivate open Roseburg, OR ACTIVE RECREATION AREA 240 D.5.c. iii space, with no dimension less than 6 feet,' Private Open Space provided maybe deducted from the required amountof Common Open Space. ieerngirneering.ming.cnm P ROFFs cc NfF � � 1e5�� r A NL2 N N O m m Q • eF 5996 Q'�EMERGENCY WHICLE ACCESS`�E� EXPIRES'. 12/31/20 ®+.. O a-PLEX a-PLEX a f a-PLEX a -PLD( s-PLEX ----- ----- - ---�® \ T -n-�T[y-rrr a -PLD( – – I I ------ -------- ------ -- -- — T77- - - I 1 I I a-PLEX ® I lCD I •,, a-PLEX s-PLEX— ___ I I iPIX • •° 8-PLEX °L`.. .. ,•. ,. :. .» .. a F y. o • is .• :•I I .' `�. .I �• I I -PLLEEX I I 14 0 �O -PLE I I Ob M a-PLEX a-PLEX OFICE LL ® ssmX ® 10 MULTI -USE PATH WITH 2BUFFER - - - - - - - -c- - - -c- -- --- - - - -- - im) -- - - - - - - - - - - - - 48TH ST. - - -c- - - - — — -- ---- 475 s -f. PRIVATE OPEN --- - --- - - -c- - - -c- 1.800 (+/) s ACTIVE SPACE FOR OFFICE + 1 UNIT RECREATION SPACE OPEN SPACE SUMMARY: CALCULATIONS: J Units: 129 COMMON OPEN SPACE: ACTIVE RECREATION AREA: w z H o 3 r o Acres (residential only): 7.2 ac. CODE SECTION 3.2- CODESECTION 3.2- Multi -unit developments shall designate within common open space a minimum of250 square feet ofactive recreation area (including, but not limited to: a "cc 240 D.5. b. i A minimum of 0.25 square feet of common open space shall be required for each square foot ofgross residential floor area; 240 D.S.b. ivchildren's play areas, play Belds, swimming pools, sports courts) for every 20 units or increment thereof. For example, a 60 unit dove/opmentshall pro vide C p PRIVATE OPEN SPACE: 6,288 sf = 0.14 ac 25 sf common open aminimum area of 750 square feet for acriue recreation. No horizontal dimension shall be less than 15 feet a COMMON OPEN SPACE: 104,851 sf = 2.4 aCNotes/requiements space required /each Round up to y ACTIVE REC. AREA: 1,800 sf +/- included in Common Notes/requiements nearest whole Need 250sf per CM of gross z Divide 129 by 20 number increment of 20 7 increments of 20 x 250sf Open 129 Space Total x990 fl oorarea .25 x 129 _ 710 SDiagram agram � w P P ACTIVE RECREATION Active Recreation Total Required Active COMMON OPEN Common Open Space Total Required Common y o J TOTAL OPEN SPACE: 111,139sf=2.6aC SPACE CALCULATION Units SF/Unit Total Gross SF Factor (sf) Open Space (sf) Total Provided Common Open Space (sf) AREACALCULATION Units Increments of 20 Round Up Space Factor (sf) Recreation Space (sf) Total Provided Active Recreation Area (sf) LL' i 3 d 129 6.45 7 250 1,750 1,800(+/-) TYPICAL 8-PLEX PRIVATE OPEN SPACE: w d g 129 990 127,710 0.25 31,927.5 104,851(+/-) � o � 0 PRIVATE OPEN SPACE Plexunits+lin Open Space/ Total Req'd Private Space/8-Plex Ground Floor Provided Private Open Space/Office+ Space E TYPICAL PRIVATE OPEN SPACE/ CALCULATION Units Office Unit) UOpen LI Unit(sf) 1UnitonGroundFloor(sf) 6 M a PRIVATE OPEN SPACE: 101.5 475.0 61971.0 SCALE. V=30' .E CODE SECTION 3.2- Dwellingunitslocatedatorbe/owfinishedgrade, or within 5feet offinishedgrade,sha//providea minimum of 96 square feet ofprivate open 240 D.5.c. iii space, with no dimension less than 6 feet,' Private Open Space provided maybe deducted from the required amountof Common Open Space. Total Provided Ground Floor Private L 5 � Units (64in 8- Req'd Private Provided Private Open Open PRIVATE OPEN SPACE Plexunits+lin Open Space/ Total Req'd Private Space/8-Plex Ground Floor Provided Private Open Space/Office+ Space E TYPICAL PRIVATE OPEN SPACE/ CALCULATION Units Office Unit) UOpen LI Unit(sf) 1UnitonGroundFloor(sf) (sf) I I 3I 60' a GROUND LEVEL UNIT: 101.5 sf 129 65 96 6240 101.5 475.0 61971.0 SCALE. V=30' .E CHERRY SPRINGS APARTMENTS NOTES: a 1. No pruning shall he performed LANDSCAPE NOTES & DETAILS 2. No eyapprovedarhoret 2 No quipmentshall operate inside the prolective lending EACH TREE MUST BE PLANTED SUCH THAT THE including during fence installation ROOT FLARE IS VISIBLE AT THE TOP OF THE �J and removal. ROOTBALL.TREES WHERE THE ROOT FLARE IS NOT PLANTING NOTES w � LE S VISIBLE SHALL BOP TREE PROTECTION AREA GREATER OFTHE RGOTBATCOVERTHE TOP OF THE ROOTBALL WITH SOIL. 1. ALL TREE& SHRUB MATERIAL SPEC I FI ED MUST MEET STANDARD INDUSTRY SPEC I FICATIONS FOR THE CONTAINER SIZE IN OICATED. IF CONTRACTOR CANNOT THAN OR EQUAL TO DMPLIPE Y SET TOP OF ROOT BALL 3' ABOVE LOCATE MATERIAL OF ACCEPTABLE SIZE AT THE TIME OF INSTALLATION, CONTACT LANDSCAPE DESIGNER FOR SPECIES SUBSTITUTION, DOWN -SIZING OR ADJACENT FINISH GRADE SUBSTITUTION OF PLANT MATERIAL WITHOUT PRIOR APPROVAL OF LANDSCAPE DESIGNER WILL NOT BE ALLOWED. 2. PLANT MATERIALS WITH NEONICOTINOIDS SHALL NOT BE USED. SEE ATTACHED SUGGESTED WHOLESALE NURSERY LIST OF LOCATIONS THAT STOCK NEONIC FREE PLANTS. Q T MIN. MULCH RING. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK. 3. CONCEAL ALL IRRIGATION VALVES IN SHRUB AREA. Tree protection fence: KEEP MULCH 4"AWAY FROM TRUNK 4. TREES SHALL NOT BE PLANTED CLOSER THAN TWO (2) FEET TO ANY WALKWAY OR PUBLIC SIDEWALK, UNLESS SHOWN OR NOTED ON PLAN. ALL TREES Highdensitypolyethelene BASE. PLANTED WITHIN FIVE (5) FEET OF WALKS OR PUBLIC UTILITIES SHALL RECEIVE DEEP ROOT BARRIERS, 24' DEEP PANEL -10' LONG (5' EACH SIDE OF TRUNK .) lencingwith3.5"x1.5"openings. 4" HIGH EARTH SAUCER BEYOND EDGE OF ROOTBALL 5. TREE LOCATIONS SHOWN ON PLAN MAY REQUIRE ADJUSTMENT IN THE FIELD. WHENEVER FEASIBLE, TREES SHOULD BE PLANTED A MINIMUM OF TEN (10) Laminated sign 50'alortg fence. Color orange. 5"thick mulch) layer. W AMENDED BACKFILL MIXTURE FEET FROM ALL UNDERGROUND UTILITIES, STREET LIGHTS, HYDRANTS, AND OUT OF DRAINAGE FLOW LINES. SHOULD THIS NOT BE POSSIBLE, CONTACT THE eery ��10� OF113ORGANIC MATTER AND - LANDSCAPE DESIGNER FOR DECISION ONPLACEMENT . 4 z13SOIL FROM SITE OPTIONAL METAL DRIVE ANCHORS, INSTALLED Z PER MANUFACTURES DIRECTIONS IRRIGATION NOTES 1. ALL NEWLY PLANTED AREAS, PLANT BEDS AND LAWNS, WILL BE IRRIGATED WITH A BELOW GROUND AUTOMATIC IRRIGATION SYSTEM WITH POP-UP TYPE HEADS. 2. THE IRRIGATION WILL BE DESIGNED AS AN EFFICIENT SYSTEM WITH LOW GALLONS/FLOWS. 3. THE LOCATION OF THE IRRIGATION SYSTEM'S POINT OF CONNECTION (POC) AND SIZE REMAINS TO BE DETERMINED. 4. AS REQUIRED, BY THE CITY OF SPRINGFIELD, THERE WILL BE AN ABOVE GROUND INSTALLED BACKFLOW ASSEMBLY [REDUCED PRESSURE BACKFLOW ASSEMBLY (RPBA)]. 5. THE PROJECT IS CONSIDERING INSTALLATION OF A COMBINATION FLOW SENSOR AND MASTER VALVE ASSEMBLY. A LOOPED 3" MAINLINE WILL BE INSTALLED AROUND THE ENTIRE PERIMETER OF THE SITE. THE MAINLINE WILL INCLUDE THRUST BLOCKING. 6. ONE OR MORE IRRIGATION CONTROLLERS, (TYPE TBD), WALL MOUNTED INSIDE A SECURED STAINLESS BOX WILL BE INSTALLED. 7. ALL LATERAL LINES WILL BE CLASS 200 PVC. 8. MAINLINES SHALL BE SCHEDULE 40 PVC AND HAVE A MINIMUM OF 18" OF COVER, AND LATERALS A MINIMUM OF 12" GENERAL LANDSCAPE NOTES 1. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION TO DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THE PLANS OF NOT. 2. CONTRACTOR SHALL EXAMINE FINISH SURFACES, GRADES, AND TOPSOIL QUALITYAND DEPTH. DO NOT STARTANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. LANDSCAPE DESIGNER OR PROJECT ENGINEER SHALL INSPECT AND APPROVE ALL PLANTING BEDS AND SOIL BEFORE ANY PLANTING OCCURS. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS. 3. CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH PLANS TO LANDSCAPE DESIGNER OR PROJECT ENGINEER. 4. ALL PLANT MASSES TO BE CONTAINED WITHIN A 3" DEPTH SHREDDED MEDIUM FIR BARK MULCH BED. 5. BED EDGE TO BE NO LESS THAN 12" AND NO MORE THAN 18" FROM OUTER EDGE OF PLANT MATERIAL BRANCHING. WHERE GROUND -COVER OCCURS, PLANT TO LIMITS OF AREA AS SHOWN. 6. QUANTITIES SHOWN ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIR OWN TAKE OFFS AND ARE NOT GUARANTEED AS ACCURATE REPRESENTATIONS OF REQUIRED MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS/HER BID QUANTITIES AS REQUIRED BY THE PLANS AND SPECIFICATIONS. IF THERE IS A DISCREPANCY BETWEEN THE NUMBER LABELED ON THE PLANT TAG AND THE QUANTITY OF GRAPHIC SYMBOLS SHOWN, THE GRAPHIC SYMBOL QUANTITY SHALL GOVERN. 7. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM THE LANDSCAPE DESIGNER PRIOR TO INSTALLATION. PLANT SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH THE DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE DESIGNER AT NO COST TO THE OWNER. ALTERNATIVES MAY ONLY BE APPROVED IN THE EVENT OF UNAVAILABILITY OF THE SELECTED PLANT VARIETIES WITHIN A REASONABLE DISTANCE OR DUE TO SEASON. 8. ALL TREE AND SHRUB MATERIAL SPECIFIED MUST MEET STANDARD INDUSTRY SPECIFICATIONS FOR THE CONTAINER SIZE INDICATED. IF THE CONTRACTOR CANNOT LOCATE MATERIAL OF ACCEPTABLE SIZE AT THE TIME OF INSTALLATION, CONTACT LANDSCAPE DESIGNER FOR SPECIES SUBSTITUTION. 9. ALL NURSERY STOCK SHALL BE GUARANTEED FORA MINIMUM OF SIX MONTHS BEYOND THE NEXT FULL GROWING SEASON FOLLOWING FINAL INSPECTION BY THE PROJECT'S LANDSCAPE DESIGNER. AT THE END OF THIS PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE DESIGNER SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR. 10. ALL NURSERY STOCK TO BE WELL BRANCHED, HEALTHY, FULL, PRE -INOCULATED, AND FERTILIZED. DECIDUOUS TREES TO BE FREE OF FRESH SCARS AND BRANCHES TO A HEIGHT OF A MIN. 4' ABOVE THE ROOTBALL TRUNKS SHALL BE WRAPPED (IF NECESSARY) TO PREVENT SUN SCALD AND INSECT DAMAGE. THE CONTRACTOR SHALL REMOVE SAID WRAP AT THE PROPER TIME AS PART OF THEIR CONTRACT. 11. COORDINATE LANDSCAPE INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER AND DRAINAGE SYSTEMS. 12. CONTRACTOR SHALL NOT REMOVE ANY TREES DURING CONSTRUCTION WITHOUT THE EXPRESS WRITTEN CONSENT OF THE LANDSCAPE DESIGNER OR PROJECT ENGINEER. 13. WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR CROWN OF EXISTING TREES, NOTIFY LANDSCAPE DESIGNER TO ADJUST TREE LOCATIONS. 14. REMOVE EXISTING WEEDS AND INVASIVE VEGETATION FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC AMENDMENTS AND FERTILIZER. APPLY AMENDMENTS AND FERTILIZER PER THE RECOMMENDATIONS OF THE SOIL ANALYSIS FROM THE SITE. 15. REMOVE ALL BARK MULCH SAUCERS AT END OF ONE YEAR MAINTENANCE OR ACCEPTANCE PERIOD. 16. PROVIDE METAL LANDSCAPE EDGING TO SEPARATE LAWNS AND ALL MULCHED OR ROCK PLANT BEDS. 17. ALL BUFFERING AND LANDSCAPE MATERIAL SHALL NOT ENCROACH INTO THE CLEAR VISION AREAS AT THE INTERSECTION OF A STREET AND DRIVEWAY. VERIFY PLACEMENT OF PLANT MATERIAL NEAR DRIVEWAYS WITH LANDSCAPE DESIGNER. TOPSOIL NOTES 1. UPON BEING AWARDED THE CONTRACT, THE GENERAL CONTRACTOR SHALL COORDINATE WITH A STATE LICENSED SOIL LABORATORY AND THE LANDSCAPE DESIGNER TO DETERMINE THE SUITABILITY AND AVAILABILITY OF THE EXISTING SITE TOPSOIL. THE CONTRACTOR SHALL SEND THE TOPSOIL TO A SOIL LABORATORY FOR ANALYSIS STATING THAT THE TOPSOIL BE ANALYZED FORA LANDSCAPE CROP. AFTER RECEIVING RECOMMENDATIONS FROM THE SOILS EXPERT FORWARD A COPY TO THE OWNER'S REPRESENTATIVE AT WHICH TIME A DECISION WILL BE MADE BY THE OWNER AS TO WHETHER OR NOT THE EXISTING ON-SITE STOCKPILE WILL BE USED FOR THE PROJECT. 2. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN ALTERNATE NUMBER IN THE BASE BID TO FURNISH AND INSTALL A MINIMUM 6" DEPTH HIGH QUALITYAMENDED TOPSOIL IN ALL LANDSCAPE BEDS AND 3" DEPTH IN SEEDED AREAS. AMENDED TOPSOIL SHALL INCLUDE ALL NECESSARY FERTILIZERS, ORGANIC AND INORGANIC AMENDMENTS, BASED ON INDUSTRY STANDARDS FOR EXCEPTIONAL PLANT DEVELOPMENT. 3. IF THE EXISTING ON SITE TOPSOIL IS NOT SUITABLE FOR USE, IMPORT TOPSOIL SHALL BE SELECT, FERTILE, SCREENED, WELL -DRAINED, WEED -FREE, BALANCED MATERIAL COMPOSED OF SAND, COMPOST AND A SMALL AMOUNT OF CLAY/SILT TO BE CLASSIFIED AS SANDY LOAM UNDER USDA CLASSIFICATION. TOPSOIL SHALL BE TESTED AT APPROVED TESTING LAB FOR CONFIRMATION OF SOIL TEXTURE AND CLASSIFICATION. IF CLASSIFIED AS SANDY LOAM, THEN TEST FOR PH, TRACE MINERALS, SALINITY, N, P, KAND AMENDMENT RECOMMENDATIONS TO ACHIEVE A PH BALANCED FERTILE TOPSOIL WITH MINIMUM 6% ORGANIC MATERIALS DERIVED FROM VEGETATIVE COMPOST. INCORPORATE STARTER FERTILIZER AND PLANT TABS PLUS FERTILIZER AND SOIL AMENDMENTS AS RECOMMENDED IN REPORT AT NO ADDITIONAL COST. 4. IF THE EXISTING TOPSOIL IS TO BE USED THE CONTRACTOR SHALL ADD THE RECOMMENDED AMENDMENTS AND FERTILIZERS AS STATED IN THE SOILS ANALYSIS. 5. IF AMENDED IMPORTED TOPSOIL IS TO BE USED, THE GENERAL CONTRACTOR WILL BE NOTIFIED IN WRITING BY THE OWNER'S REPRESENTATIVE AND THE CONTRACT MODIFIED ACCORDINGLY. TOPSOIL SHALL BE OBTAINED FROM NATURALLY WELL -DRAINED SITES WHERE TOPSOIL OCCURS AT LEAST 4INCHES DEEP. DO NOT OBTAIN FROM BOGS OR MARSHES. IMPORTED TOPSOIL TO COMPLY WITH ASTM D 5268, WITH A PH RANGE OF 5.5 TO 7.0, FREE OF STONES 1 INCH OR LARGER IN ANY DIMENSION, AND ANY OTHER EXTRANEOUS MATERIALS (ROCKS, STICKS, RUBBISH, SOD) HARMFUL TO PLANT GROWTH. 6. BAC KFILL MATERIAL FOR ALL TREE AND SHRUB PLANTINGS SHALL CONTAIN ONE PART FINE G RADE COMPOST TO ONE PART TOPSOIL BY VOLUME, BONE MEAL PER MANUFACTURE'S RECOMMENDATION, AND SLOW RELEASE FERTILIZER PER MANUFACTURER'S RECOMMENDATION. Maintain existing grade with tree protection fence unless noted otherwise. TREE PROTECTION DETAIL 6 NTS TREE PROTECTION NOTES 1. VERIFY EXACT LOCATIONS AND ROUTING OF EXISTING UNDERGROUND UTILITIES PRIOR TO STARTING EXCAVATION. REPAIR ANY DAMAGE TO EXISTING PIPES, UTILITIES, OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE IN A MANNER APPROVED BY OWNER'S REPRESENTATIVE. 2. BARRICADE AND PROTECT TRUNKS, LIMBS, ROOTS, AND ROOT ZONES BEYOND DRIPLINE OF EXISTING TREES AND PLANT MATERIALS TO REMAIN AS DIRECTED BY OWNER'S REPRESENTATIVE. CUT NO LIMBS OR ROOTS LARGER THAN 2" IN DIAMETER WITHOUT APPROVAL OF OWNER'S REPRESENTATIVE. NOTIFY OWNER'S REPRESENTATIVE PRIOR TO PERFORMING ANY EXCAVATION WITHIN PROTECTION AREAS. 3. ALL ACCESSIBLE COMPONENTS INCLUDING, BUT NOT LIMITED TO, SIGNS, RAMPS, TACTILE WARNING, MARKINGS, ETC. SHALL CONFORM TO ALL OREGON STATE STANDARDS FOR PARKING AND ACCESS FOR THE DISABLED. OBTAIN OWNER'S REPRESENTATIVE APPROVAL PRIOR TO INSTALLING ANY RELATED WORK. 4. VERIFY EXISTING ELEVATIONS WHERE NEW WORK ABUTS EXISTING TO REMAIN. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 5. SEE CIVIL FOR IMPROVEMENTS WITHIN NEW PARKING LOT. 6. ALL TREES OUTSIDE OF LIMITS OF WORK TO BE PROTECTED FOR THE DURATION OF CONSTRUCTION UNLESS NOTED OTHERWISE HERE. BOULDER NOTES • PACIFIC STONESCAPE INC. MOLALLA BOULDERS OR APPROVED EQUAL. • SEE SITE PLAN FOR BOULDER LOCATION AND GROUPING. • BOULDERS SHOULD BE PLACED INFORMALLY. LOCATION AND GROUPING TO BE APPROVED BY PROJECT ENGINEER REPRESENTATIVE. • BOULDERS SHOULD VARY IN SIZES WHEN GROUPED. • MINIMUM BOULDER SIZE 18" x 18" x 18". MAXIMUM BOULDER SIZE 4'0" x 4'0" x 4'0". LARGE BOULDER SIZE SHOULD BE AT LEAST 18" LARGER THAN ADJACENT SMALL BOULDERS. n MOLALLA BOULDERS 1 NTS ,BIKE LOCKER: PLAN, I:NTG1�afY�UY�IY --t2.0' I-6.0' ELEVATION, AND SIDE VIEW TREE MUST MEET OR EXCEED ANSI Z60.1 (AMERICAN STANDARD FOR NURSERY STOCK) DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO -DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. TREE STRAPPING TO BE FLEXIBLE MATERIAL SUCH AS RUBBER OR NYLON. TIGHTEN ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR TRUNK MOVEMENT. REMOVE TWINE, ROPE, WIRE AND BURLAP FROM TOP HALF OF ROOTBALL. REMOVE ALL TREE STRAPS DIAMETER OF THE HOLE SHALL BE TRIPLE THE DIAMETER OF ROOT BALL, SIDES SHOULD GRADUALLYSLOPE. 30" LONG WOOD STAKE SIT ROOTBALL ON 6' MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING RING 2FT BEYOND TREE GENERAL NOTES: 1. EXTEND ROCK 4" PAST EDGE OF CONCRETE. 2. BARK MULCH TO BE 2' BELOW FINISH GRADE OF SIDEWALK. KEYED NOTES: O 4'THICK CONCRETE SIDEWALK O2 6" THICK COMPACTED Y4"-OBASE ROCK, OR 1"-O CRUSHED ROCK O3 COMPACTED SUBGRADE PER CIVIL PLANS ® 3" THICK BARK MULCH O 6" TOPSOIL nCONCRETE WALK / PLANTER SECTION DETAIL JNTS GROUNDCOVER PLANT FROM FLAT FINISH GRADE i ECGE OF PAVING, SIDEWALK, WALL, OR CURB 1/2D } • • • • • D/ \D • -D-i • • • • • • • • NOTE: LOCATE PLANTS SPACED EQUAL DISTANCE (D) FROM EACH OTHER AS SHOWN. D- AS NOTED ON PLAN LAYER OF MULCH MIXED BACKFILL MIX (SEE SPECIFICATIONS FOR TYPE AND DEPTH) 6 GROUND COVER PLANTING DETAIL TOP OF BALL 1'-2" ABOVE GRADE REMOVE PAPER, PLASTIC, OR METAL CONTAINER THAT MAY BE AROUND ROOTS. AMENDED BACKFILL MIXTURE OF 113 ORGANIC MATTER AND 213 SOIL FROM SITE BALLS GREATER THAN 2' IN DIAMETER SHALL SIT ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING. BALLS SMALLER THAN 2' MAY SR ON COMPACTED SOIL MIXTURE. AREA DOUBLE THE WIDTH OF ROOT BALL SECTION: SHRUB PLANTING DETAIL SHAPE OF SHRUB IN THIS DRAWING NOT TYPICAL FOR ALL VARIETIES MULCH AND WATER ENTIRE BED DIAMETER OF HOLE SHALL BE TWICE THE DIAMETER OF THE ROOT BALL. civil structural Le surveying architecture planning i.e. Engineering, inc. 809SE Pine St Roseburg, OR teengineering.com ��QED PROFFS C7 E�GI NE, 18566 �� WN 0 w996 �i �f N EXPIRES. 12/31/20 CD 0 law re a Z W o z � w � E3 Y o Q CL a W CM Z m a CL W W hE o m W z w o a re CHERRY SPRINGS APARTMENTS COVER SHEET PROJECT DATA: MAP ID: 17023241 TAX LOT: 0400 ACRES: 8.53 ZONE: MUR PROJECT TEAM OWNER: Cherry Springs, LLC 3025 West 7th Place Eugene, OR 97402 ARCHITECT: Rodd Hansen, Architect, LLC 1551 Oak St., Suite A Eugene, OR 97401 (541) 687-7800 Rodd Hansen, AIA AICP CERTIFIED PLANNER, PROJECT COORDINATOR: Bishow Consulting, LLC PO Box 50721 Eugene, OR 97405 (541) 514-1029 Teresa Bishow, AICP CIVIL ENGINEERING: i.e. Engineering 809 SE Pine St. Roseburg, OR 97470 (541) 673-0166 Steve Lovemark, PE Erik Ranger, PE Jamie McGraw, Landscape Designer V.- A r �f qe! Smith Lp Main St DRAWING INDEX: A3.1 8-PLEX structural A3.2 8-PLEX A6.1 8-PLEX A6.2 8-PLEX A6.3 8-PLEX cn A6.4 8-PLEX PLANNING: Leasing Unit A6.1 Leasing Unit P1 COVER SHEET Leasing Unit ` Leasing Unit P2 EXISTING CONDITIONS - NORTH Aster St °4TF.R:ST P3 EXISTING CONDITIONS - SOUTH E P4 SITE PLAN D 6 ❑ P5 STREET PROFILES, A St i. PL n� � _ - C s � CIVIL: �r W '^ Z. C1 CIVIL COVER SHEET His ?• a � y C2 EROSION CONTROL PLAN r�i;-II.1 _.7 u� M C3 PAVING & STRIPING PLAN - NORTH w W 0 R St C4 PAVING & STRIPING PLAN -SOUTH R S7 C5 GRADING & DRAINAGE PLAN - NORTH %STE:R S°. A [Pr -vT - N E C6 GRADING & DRAINAGE PLAN - SOUTH Ln w C7 UTILITY PLAN n C8 B ST. PROFILE I: it arherry C9 48TH ST. PROFILE - NORTH C10 48TH ST. PROFILE - SOUTH LANDSCAPE: L1 LANDSCAPE MASTER PLAN & PLANT LIST L2 LANDSCAPE PLAN - NORTH L3 LANDSCAPE PLAN - SOUTH L4 STORMWATER PLANTER CALCULATIONS L5 OPEN SPACE ANALYSIS L6 LANDSCAPE NOTES & DETAILS ARCHITECTURAL: A3.1 8-PLEX structural A3.2 8-PLEX A6.1 8-PLEX A6.2 8-PLEX A6.3 8-PLEX cn A6.4 8-PLEX A3.1 Leasing Unit A6.1 Leasing Unit A6.2 Leasing Unit A6.3 Leasing Unit L�lrrlr N Aster St is Asterr•St � ;N} to a E; CAULLLIP. ST �n rs 13I41eheiie'Way En ct� d rA Lig'. "T :-,1 G 5t - =_T E St r si 'i aR D St C Cq LO m G 5t E C%4 Lr.� F.' St CHERRY SPRINGS G St 19T1i 0. structural tr architecture planning r� ~ J cn 'eauer.:St v CL D f : S?' 9 tiT L Rat V1 h E D 6 ❑ A St A St n� � _ - C s � �r W � u W y r�i;-II.1 _.7 u� M w w W R St C.3 R S7 %STE:R S°. A [Pr -vT a N E Ln w n CHERRY SPRINGS civil E -L structural tr architecture planning r� CamellwSt :Iq F.1rF g cn EXPIRES. 12/31/20 CL D f : S?' 9 L r-irlerharru I n CHERRY SPRINGS i.e. Engineering, inc. 809 SE Pine S[ Roseburg, OR ieengineering.cnm )PR( civil E -L structural Le.surveying architecture planning i.e. Engineering, inc. 809 SE Pine S[ Roseburg, OR ieengineering.cnm )PR( !A i c b c LeOtn St A, J M C .. A 0 ?fj A.St. CALL BEFORE YOU DIG I ONE CALL- (800) 332-2344 OAR 952-001-0010 TH ROUGH OAR 952-001-0090 W h E -L 4 � EGON z W r� EXPIRES. 12/31/20 CL L h D z n� � _ - C s � a � u W u� M w w W R St C.3 R S7 !A i c b c LeOtn St A, J M C .. A 0 ?fj A.St. CALL BEFORE YOU DIG I ONE CALL- (800) 332-2344 OAR 952-001-0010 TH ROUGH OAR 952-001-0090 W h 4 � z W CL h CMCL z s � W cc W w w W 3 � C.3 P1 19 CHERRY SPRINGS EXISTING CONDITIONS - NORTH , sLrucLuaiI Le.surveying architecture planning n � a CG z SS MH /A RIM. 496.28 \ 10" INV IN (W): 491.36 10" INV OUT (E): 491.36 \ /fir 14 '-( VIP STS MH RIM: 494.33 RIM: 494.68 STS MH _ _ 12" INV IN (N): 486.66 MOW _ ' 24" INV IN (E): 479.98 --� �' \\_ 12" INVIN(E): 486.55 24" INV OUT (W): 479.79 BACKBONE — — — — \ — — ^ 12" INV OUT W 486.59 12" INV IN (S): 486.74 � DISTRIBUTION' �� ( ): i POW ERLINE 915.0 t 1� \ N W N lP W-�W W - - - - 48TH ST STORM CHANNEL EXISTING ASPHALT 1 El EXISTING CONCRETE o SS MH — — — O EXISTING MANHOLE AS NOTED /. ® EXISTING CATCH BASIN RIM: 495.57 — — — ° EXISTING CLEANOUT .I ® EXISTING WATER VALVE 10" INV IN (W): 490.45 0 EXISTING POWER POLE L 03 EXISTING TELEPHONE PEDESTAL 10" INV OUT (E): 490.41 — — 0 EXISTING LIGHT POLE h ® E. EXISTING BARRICADE POST C7 EXISTING SIGN f 9 EXISTING DECIDUOUS TREE I W r OC EXISTING FIRE HYDRANT c ® EXISTING MAILBOX dE- Q p EXISTING POWER BOX F� N o a F o N Q c 3 � & o w EXISTING GUY WIRE D as I U F CO ." � a CG z SS MH /A RIM. 496.28 \ 10" INV IN (W): 491.36 10" INV OUT (E): 491.36 \ /fir 14 '-( VIP STS MH RIM: 494.33 RIM: 494.68 STS MH _ _ 12" INV IN (N): 486.66 MOW _ ' 24" INV IN (E): 479.98 --� �' \\_ 12" INVIN(E): 486.55 24" INV OUT (W): 479.79 BACKBONE — — — — \ — — ^ 12" INV OUT W 486.59 12" INV IN (S): 486.74 � DISTRIBUTION' �� ( ): i POW ERLINE 915.0 t 1� \ N W N lP W-�W W - - - - 48TH ST STORM CHANNEL LEGEND: CONTOUR - MAJOR CONTOUR - MINOR EXISTING PROPERTY BOUNDARY Ns EXISTING STORM SEWER EXISTING SANITARY SEWER " EXISTING WATERLINE �H EXISTING POWER (OVERHEAD) Pm EXISTING POWER (UNDERGROUND) TOH EXISTING TELEPHONE (OVERHEAD) Tm EXISTING TELEPHONE (UNDERGROUND) EXISTING FIBER OPTIC EXISTING OVERHEAD WIRE FYicTinir FnrF nF ncPuni T EXISTING FENCE/FENCE POST i.e. Engineering, ino. 609 SE Pine S[ Roseburg, OR ieengineering.com )PR( 71v 'r N LOVA' OEXPI RES'. 12/31/20 EXISTING ASPHALT 1 El EXISTING CONCRETE o Z O LEGEND: CONTOUR - MAJOR CONTOUR - MINOR EXISTING PROPERTY BOUNDARY Ns EXISTING STORM SEWER EXISTING SANITARY SEWER " EXISTING WATERLINE �H EXISTING POWER (OVERHEAD) Pm EXISTING POWER (UNDERGROUND) TOH EXISTING TELEPHONE (OVERHEAD) Tm EXISTING TELEPHONE (UNDERGROUND) EXISTING FIBER OPTIC EXISTING OVERHEAD WIRE FYicTinir FnrF nF ncPuni T EXISTING FENCE/FENCE POST i.e. Engineering, ino. 609 SE Pine S[ Roseburg, OR ieengineering.com )PR( 71v 'r N LOVA' OEXPI RES'. 12/31/20 CALL BEFORE YOU DIG 1 ONE CALL- (800) 332-2344 OAR 952-001-0010 THROUGH OAR 952-001-0090 ro h H EXISTING ASPHALT El EXISTING CONCRETE o Z O EXISTING MANHOLE AS NOTED o ® EXISTING CATCH BASIN ° EXISTING CLEANOUT ® EXISTING WATER VALVE 0 EXISTING POWER POLE 03 EXISTING TELEPHONE PEDESTAL 0 EXISTING LIGHT POLE h ® EXISTING WATER SERVICE EXISTING BARRICADE POST C7 EXISTING SIGN EXISTING DECIDUOUS TREE 6 OC EXISTING FIRE HYDRANT c ® EXISTING MAILBOX Q p EXISTING POWER BOX F� N o a F o N Q c 3 � & o w EXISTING GUY WIRE D CALL BEFORE YOU DIG 1 ONE CALL- (800) 332-2344 OAR 952-001-0010 THROUGH OAR 952-001-0090 ro h H c Q o Z o � CL Q h C7 Z 6 OC O_ a g cc cc LJJ ci F� w o a F o N Q c 3 � & o w P2 0' 20' 40' 66' SCALE. V=40' III CHERRY SPRINGS EXISTING CONDITIONS - SOUTH , structuaiI Le.surveying architecture planning . + SS MH -I RIM: 495.57 - - I 10" INV IN (W): 490.45 10" INV OUT (E): 490.41�1116y 1F - `~r7 Fwl�C o _' 1 i E- E- x . STS Cl _S �x '=GUTTER: 495.16 P4_ ; 10" INV OUT (W): 493.55 P. { � m® - F �� _ STS MH Q z RIM: _..,..._,\. 48" INVNV OUT (W): 487.48 i SS MR (� RIM: 496.28 10" INV IN (W): 491.36 10" INV OUT (E): 491.36 c _ // -/ -- I/ \\ ✓� __� \`� I rn I'. STS Cl GUTTER: 494.58 10" INV OUT (W): 493.01 / A AREA TO BE �) ------- \ PARTITIONED \ FOR FUTURE COMMERCIAL USE \1299.1'± '�—r--\�—_ �� II zz I W WIT- !% STS MH RIM: 494.33 12" INV IN (N): 486.66 STS Cl 12" INVIN(E): 486.55 BACKBONE GUTTER: 494.03 12" INV IN (S): 486.74 low_ DISTRIBUTION 10" INV OUT (W): 492.99 12" INV OUT (W): 486.59 POWERLINE 915.0'± \\ \\ _ - 48TH ST - - L3 - STORM CHANNEL STS MH —— — — — — RIM: 494.14 48". INV IN (E): 484.29 t "4 CONTOUR - MAJOR CONTOUR - MINOR EXISTING PROPERTY BOUNDARY EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING WATERLINE EXISTING POWER (OVERHEAD) EXISTING POWER (UNDERGROUND) EXISTING TELEPHONE (OVERHEAD) EXISTING TELEPHONE (UNDERGROUND) EXISTING FIBER OPTIC EXISTING OVERHEAD WIRE EXISTING EDGE OF ASPHALT EXISTING FENCE/FENCE POST EXISTING ASPHALT EXISTING CONCRETE EXISTING MANHOLE AS NOTED EXISTING CATCH BASIN EXISTING CLEANOUT EXISTING WATER VALVE EXISTING POWER POLE EXISTING TELEPHONE PEDESTAL EXISTING LIGHT POLE EXISTING WATER SERVICE EXISTING BARRICADE POST EXISTING SIGN EXISTING DECIDUOUS TREE EXISTING FIRE HYDRANT EXISTING MAILBOX EXISTING POWER BOX EXISTING GUY WIRE CALL BEFORE YOU DIG 1 ONE CALL- (800) 332-2344 OAR 952-001-0010 THROUGH OAR 952-001-0090 -- 4�-� 0' 20' 40' 80' SCALE. V=40' i.e. Engineering, ino. 809 SE Pine S[ Roseburg, OR ieengineering.com )PR( 71v 'r N LOVA' OENPI RES'. 12/31/20 w ro 00 LU LU o C Q CL � Q h C7 Z CL o o LcILILI L2 REcc— a v W c 3 c 3 — o P3 IRR CHERRY SPRINGS APARTMENTS SITE PLAN ieengineenng.com cc _A ¢ l�QEO P ROFFs y i N N N iee� V m m Q ENIEMENCYV6IGLENCCESS GON 6 9 Y 9 ... .... ...I�..�.. �..�.. �.. �.. �.. .000 o ! N LO V E �. T 0000000000000000000000000000000000000000000000000000000 000000000000000000000000000000 00000000000000000000000 - 7 000 c324 29.a I EXPIRES'. 12/31/20 39.4' '��• °i 41.5' 63.8' 7' 7a2).tl 8.4 - 63.z _ 8-PLEX i 8-PLIX ® 1 15.tl O 15.tl 8-PLEX -0 p 8-PLIX 114' 10 0 12.5' 110.1- FMIV �p O ry� FUTURE 15.tl ® 8.tl PROPERTY j--28.8' 8-PLIX 8-PLEX - 0 0 0 0 0 0 0 0 e e • •• - 7 1]a uNE 1 33.4. o � IL� O • 1oa 10.0 1na e e e e un_ �•. B�IX\� ° 24.0 24.0 I JILL8. 0.6 a e e e e 15.0 LOCKERS _ r 8.0 D _ 40 53. 4. 8-PLIX 0 BO BO ® � q p •` � � i O e ... .a, .... -' cJ 2z.a :� �, Q 148 e e e e e e e •_ - I s.•I aPLIX_ 1 22.1 •:i +. .. ,. `^.';'95 10.0 _i ' 8-PLIX •.� � -. : 142 ��14.8' '•. 88 9] 14. � 8.tl 5.2 r: 1 400 24.0 '24a ' 18.tl Mid -16.tl- 40.tl 0.8•. -.0 � 145' +• "`' A: 18]' ..� � ! �. _6 S •. 5.8' 5.tl -18.0 ^.. 8.0 1- 10.0 IMM 3 „tl 0 i 160 14 2,.tl 10 8-PLEX 8-PLEX 5.3' 10 tl D D i C"15.0 8-PLEX e OFFICE+ - 8-PLIX T 0 1 UNIT "� U) • 24 5.1 .- (A 1 ' ,8 .5 ..'. •+. ... '_...'• '...'• '....'• '...: .:• '...:• '...:• '..:.11.8' 11.4' > ' 1 40 15.& 15.9 18.4'+. • .... --------F20 ------- _ tl _tl . - - - _ - _ - - - - - - _ _ ® 2 C J O ®MILT UFMNTH ® WITH +� O WITH 2 Rl1FFERti 0 48TH ST. F EROMcv ESSONLY '----�- - - --_ CIO c - - - - - - - - - - - - - - - - - - - aROaERT - - - g Xz Z o y W � TYPICAL BUILDING DIMENSIONS: SITE PLAN: LOT COVERAGE: MGEOFR W Units: civil Acres (residential only): structural Le.surveying architecture Proposed Density: planning i.e. Engineering, inc. Required: 809 SE Pine S[ Provided Off -Street: Roseburg, OR ieengineenng.com cc _A ¢ l�QEO P ROFFs y i N N N iee� V m m Q ENIEMENCYV6IGLENCCESS GON 6 9 Y 9 ... .... ...I�..�.. �..�.. �.. �.. �.. .000 o ! N LO V E �. T 0000000000000000000000000000000000000000000000000000000 000000000000000000000000000000 00000000000000000000000 - 7 000 c324 29.a I EXPIRES'. 12/31/20 39.4' '��• °i 41.5' 63.8' 7' 7a2).tl 8.4 - 63.z _ 8-PLEX i 8-PLIX ® 1 15.tl O 15.tl 8-PLEX -0 p 8-PLIX 114' 10 0 12.5' 110.1- FMIV �p O ry� FUTURE 15.tl ® 8.tl PROPERTY j--28.8' 8-PLIX 8-PLEX - 0 0 0 0 0 0 0 0 e e • •• - 7 1]a uNE 1 33.4. o � IL� O • 1oa 10.0 1na e e e e un_ �•. B�IX\� ° 24.0 24.0 I JILL8. 0.6 a e e e e 15.0 LOCKERS _ r 8.0 D _ 40 53. 4. 8-PLIX 0 BO BO ® � q p •` � � i O e ... .a, .... -' cJ 2z.a :� �, Q 148 e e e e e e e •_ - I s.•I aPLIX_ 1 22.1 •:i +. .. ,. `^.';'95 10.0 _i ' 8-PLIX •.� � -. : 142 ��14.8' '•. 88 9] 14. � 8.tl 5.2 r: 1 400 24.0 '24a ' 18.tl Mid -16.tl- 40.tl 0.8•. -.0 � 145' +• "`' A: 18]' ..� � ! �. _6 S •. 5.8' 5.tl -18.0 ^.. 8.0 1- 10.0 IMM 3 „tl 0 i 160 14 2,.tl 10 8-PLEX 8-PLEX 5.3' 10 tl D D i C"15.0 8-PLEX e OFFICE+ - 8-PLIX T 0 1 UNIT "� U) • 24 5.1 .- (A 1 ' ,8 .5 ..'. •+. ... '_...'• '...'• '....'• '...: .:• '...:• '...:• '..:.11.8' 11.4' > ' 1 40 15.& 15.9 18.4'+. • .... --------F20 ------- _ tl _tl . - - - _ - _ - - - - - - _ _ ® 2 C J O ®MILT UFMNTH ® WITH +� O WITH 2 Rl1FFERti 0 48TH ST. F EROMcv ESSONLY '----�- - - --_ CIO c - - - - - - - - - - - - - - - - - - - aROaERT - - - g Xz Z o y W � TYPICAL BUILDING DIMENSIONS: SITE PLAN: LOT COVERAGE: MGEOFR W Units: 129 Acres (residential only): 7.3 gross ac. Min. Required Density: 12 units/ gross acre Proposed Density: 17.7 units/gross acre VEHICLE PARKING: Total Building Coverage Required: 1 space/unit =129 spaces Provided Off -Street: Percent Lot Coverage Standard: 187 spaces Compact: 12 spaces ADA: 8 spaces TOTAL: 1.6 spaces/unit = 207 spaces BICYCLE PARKING: Required: 1 space/unit = 129 spaces Ground Floor Storage: 65 spaces Exterior Bike Lockers: 64 spaces TOTAL: 129 spaces Item Footprint Area (s.f.) Qty. (each) Sub Total (s.f.) 8-plex 4,631 16 74,096 Office 1,761 1 1,761 Total Building Coverage 75,857 Net Lot Area (Residential Portion, excludes B St. ROW) 299,631 Percent Lot Coverage 25.3% CALL BEFORE YOU DIG 1-�-� ONE CALL- (800) 332-2344 0' 15' 30' so' OAR 952-001-0010 THROUGH OAR 952-001-0090 SCALE'. 1"=30' CL co CM 2! z CL RE 3 cc N I m W M 0 3 N P4 14.0' a EXISTING VEGETATION 8.5 " VARIES EXISTING EXISTING AC EXISTING AC EXISTING WATERLINE O DRAINAGE SLOPE VARIES 2% TO 2.5% z 7 O� CHANNEL 17, m� U STANDARD 6" CURB STANDARD 6" 4:5 7.5'— FILTRATION .5'—FILTRATION PLANTER `SIDEWALK ,..... SECTION A: B STREET SCALE: 1" = 5' 56.0' i z z ¢ d p L STAND G LOT BUFFER STANDARD 6" CURB STANDARD 6"CURB LANDSCAPE STRIP PARKING LOT SIDEWALK B SECTION B: B STREET PARKING P5 SCALE: 1" = 5' RD 6" CURB STANDARD 6" CURB —7.5' FILTRATION PLANTER 6" CURB ACTIVE AREA LANDSCAPE AREA C SECTIO1 P5 SCALE: 1" = 5' EXISTING DRAINAGE CHANNEL D SECTIO1 P5 SCALE: 1" = 5' LIMITS OF DEVELOPER IMPROVEMENvSJ —13.0' 14.0' 8.5.E 2.0' 1 10.0' 2.0' VARIES �� 1.5 % SLOPE EXISTING AC SLOPE VARIES EXISTING AC 2%TO 2.5% NEW 2" AC OVERLAY FILTRATION SWALE SLOPE: 4 TO 1 OR LESS PROPOSED AC EXISTING WATERLINE r MULTI -USE PATH WASHED RIVER HOCK PROPOSED SANITARY-----(�) SEWER MAIN EXISTING EXISTING AC DRAINAGE SLOPE VARIES • CHANNEL -' E SECTION E: 48TH ST PROPOSED IMPROVEMENTS P5 SCALE: 1" = 5' TS OF DEVELOPER IMPROVEMENT cP R 0,--� _Cl lv�pv rEXPIRES. 12/31/20 w s-' 14.0 VARIES 20' 100' 20' FILTRATION SWALE 1.5 % SLOPE EXISTING AC NEW 2" AC OVERLAY SLOPE: 4 TO 1 OR LESS 2% TO 2.5% PROPOSED AC MULTI -USE PATH "v WASHED RIVER ROCK h EXISTING WATERLINE Z PROPOSED STORM W J SEWER MAIN CL h C7 Z � z z y � W cc LJJ W 5 � o P5 civil structural Le surveying architecture planning i.e. Engineering, ino. 809 BE Pine S[ Roseburg, OR ieengineering.com cP R 0,--� _Cl lv�pv rEXPIRES. 12/31/20 w s-' 14.0 VARIES 20' 100' 20' FILTRATION SWALE 1.5 % SLOPE EXISTING AC NEW 2" AC OVERLAY SLOPE: 4 TO 1 OR LESS 2% TO 2.5% PROPOSED AC MULTI -USE PATH "v WASHED RIVER ROCK h EXISTING WATERLINE Z PROPOSED STORM W J SEWER MAIN CL h C7 Z � z z y � W cc LJJ W 5 � o P5 PROJECT DATA: MAP ID: 17023241 TAX LOT: 0400 ACRES: 8.53 ZONE:MUR PROJECT TEAM OWNER: Cherry Springs, LLC 3025 West 7th Place Eugene, OR 97402 ARCHITECT: Rodd Hansen, Architect, LLC 1551 Oak St., Suite A Eugene, OR 97401 (541) 687-7800 Rodd Hansen, AIA AICP CERTIFIED PLANNER, PROJECT COORDINATOR: Bishow Consulting, LLC PO Box 50721 Eugene, OR 97405 (541) 514-1029 Teresa Bishow, AICP CIVIL ENGINEERING: i.e. Engineering 809 SE Pine St. Roseburg, OR 97470 (541) 673-0166 Steve Lovemark, PE Erik Ranger, PE Jamie McGraw, Landscape Designer DRAWING INDEX: PLANNING: P1 COVER SHEET P2 EXISTING CONDITIONS - NORTH P3 EXISTING CONDITIONS - SOUTH P4 SITE PLAN P5 STREET PROFILES CIVIL: C1 CIVIL COVER SHEET C2 EROSION CONTROL PLAN C3 PAVING & STRIPING PLAN - NORTH C4 PAVING & STRIPING PLAN - SOUTH C5 GRADING & DRAINAGE PLAN - NORTH C6 GRADING & DRAINAGE PLAN - SOUTH C7 UTILITY PLAN C8 B ST. PLAN & PROFILE C9 48TH ST. PLAN & PROFILE - NORTH C10 48TH ST. PLAN & PROFILE - SOUTH LANDSCAPE: L1 LANDSCAPE MASTER PLAN & PLANT LIST L2 LANDSCAPE PLAN - NORTH L3 LANDSCAPE PLAN - SOUTH L4 STORMWATER PLANTER CALCULATIONS L5 OPEN SPACE ANALYSIS L6 LANDSCAPE NOTES & DETAILS ARCHITECTURAL: A3.1 8-PLEX OiM1urslon A3.2 8-PLEX .......................................... A6.1 8-PLEX SAW CUT A6.2 8-PLEX A6.3 8-PLEX A6.4 8-PLEX SS A3.1 Leasing Unit A6.1 Leasing Unit A6.2 Leasing Unit A6.3 Leasing Unit �� 10 A1PAR- CHIERINYTM1ErMTS GENERAL NOTES: 1. THE 2021 EDITION OF THE STANDARD SPECIFICATIONS FOR CONSTRUCTION PREPARED BY THE OREGON DEPARTMENT OF TRANSPORTATION AND THE AMERICAN PUBLIC WORKS ASSOCIATION OREGON CHAPTER WILL BE CONSIDERED THE STANDARD SPECIFICATIONS 2. TRENCH BACKFILL SHALL BE CLASS B (J"-0, OR 1"-0 CRUSHED ROCK) WITHIN ALL STREET RIGHT OF WAYS AND UNDER ALL PARKING LOTS, AND CLASS A (SUITABLE EXCAVATED MATERIAL) ELSEWHERE, UNLESS SHOWN DIFFERENT ON TRENCH DETAIL OR IN SPECIFICATIONS. ALL TRENCHES WILL BE COMPACTED WITH HAND -OPERATED PNEUMATIC COMPACTOR. 3. THE CONTRACTOR SHALL REPLACE ANY AND ALL SURVEY MONUMENTS WHICH ARE AFFECTED BY THE CONSTRUCTION. ALL MONUMENTS WILL BE RESET BY A LICENSED LAND SURVEYOR. 4. LOCATIONS SHOWN ON ENGINEERING DRAWINGS ARE APPROXIMATE. 5. CONTRACTOR SHALL MAINTAIN A MINIMUM HORIZONTAL SEPARATION OF TEN (10) FEET BETWEEN WATER MAINS AND SEWER MAINS MEASURED EDGE TO EDGE OR AS ALLOWED PER SEE OAR 340-052, DIVISION 52, APPENDIX A AND OAR 333-061-0050(9). 6. INSULATED COPPER TONING WIRE APPROVED FOR DIRECT BURY SHALL BE PLACED IN ALL TRENCHES WHERE PIPE HAS BEEN LAID. ALL TONE WIRE SHALL BE TESTED PRIOR TO ACCEPTANCE. 7. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES FOR LOCATIONS OF MAINLINE AND SERVICE LINE LOCATIONS PRIOR TO DIGGING. CONTRACTOR TO CONTACT ONE -CALL AT LEAST 48 HOURS PRIOR TO CONSTRUCTION AT 1-800-332-2344. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN THE OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE ADMINISTRATIVE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987). 8. ENGINEER AND CITY TO BE NOTIFIED FOR INSPECTION AS SHOWN ON SCHEDULE OR AS SPECIFIED IN "GENERAL NOTES" FOR THAT SPECIFIC CONSTRUCTION ITEM. 9. CONTRACTOR TO FIELD VERIFY TYPE, LOCATION, AND ELEVATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF NEW PIPING. 10. CONTRACTOR RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS FOR WORKING IN PUBLIC RIGHT OF WAYS. (i.e. ODOT, CITY, COUNT(). 11. COMPACTION TESTING IS REQUIRED ON ALL MAINLINE TRENCHES, SUBGRADE AND BASE ROCK MATERIALS. TESTING SHALL CONFORM TO SECTION 00405 FOR TRENCHES AND SECTION 00330 FOR SUBGRADE. AGGREGATE BASE MATERIAL SHALL BE PLACED IN CONFORMANCE WITH SECTION 00640 WITH THE EXCEPTION THAT COMPACTION OF EACH LAYER SHALL BE CONTINUED UNTIL A DENSITY OF NOT LESS THAN 95% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T99 (OR 90% AS DETERMINED BY ASTM D 1557 (OR AASHTO T 180)). FREQUENCY OF TESTING SHALL BE A MINIMUM OF 3 TESTS PER LIFT. WHEN QUANTITY EXCEEDS 2000 TONS PER LIFT, THEN ADDITIONAL TESTING IS REQUIRED AT THE RATE OF 3 TESTS PER 2000 TONS. ALL TEST RECORDS SHALL BE SUBMITTED TO THE ENGINEER BY THE FOLLOWING DAY. 12. STANDARD DRAWINGS SHOWN ON PLANS ARE SUBJECT TO CHANGE WITHOUT NOTIFICATION. CONTRACTOR TO VERIFY WITH AGENCY PRIOR TO CONSTRUCTION. 13. A PRE -CONSTRUCTION CONFERENCE WITH THE CITY AND ALL INTERESTED PARTIES SHALL BE HELD PRIOR TO ANY CONSTRUCTION. 14. CONTRACTOR TO RELOCATE OR INSTALL MAIL BOXES, GROUPED MAIL BOXES, OR LOCK BOXES AS SHOWN ON PLANS. ALL MATERIALS SHALL BE SUPPLIED BY THE CONTRACTOR. 15. CONTRACTOR TO ADJUST ALL MANHOLES, VALVE BOXES, AND OTHER INCIDENTAL STRUCTURES TO FINAL GRADE. 16. CONCRETE FOR DRIVEWAYS AND SIDEWALKS IN PUBLIC R/W SHALL MEET ODOT/APWA SPECIFICATIONS. 17. ALL ASPHALT PAVEMENT SHALL BE LEVEL 2,)¢" DENSE HMAC PER SECTION 00744 OF THE STANDARD SPECIFICATIONS. ASPHALT DEPTH TO BE VERIFIED WITH THE CITY. 18. CONCRETE FOR DRIVEWAYS AND SIDEWALKS IN THE PUBLIC RIGHT-OF-WAY SHALL MEET ODOT/APWA SPECIFICATIONS. DRIVEWAYS SHALL BE 4,000 PSI WITH FIBERMESH OR REBAR, SIDEWALKS SHALL BE 3,300 PSI STRENGTH. CITY OF SPRINGFIELD N,I�.ne,e au[n PROJECT LOCATION WiryS, - VICINITY MAP NTS GENERAL SANITARY SEWER NOTES: 1. ALL SANITARY SEWER WORK SHALL BE IN CONFORMANCE WITH THE CITY OF SPRINGFIELD SPECIFICATIONS AND ORDINANCE. IN CASES OF CONFLICT, CITY OF SPRINGFIELD SPECIFICATIONS SHALL TAKE PRECEDENCE OVER THE STANDARD SPECIFICATIONS. 2. SANITARY SEWER LATERALS FROM THE BUILDING TO THE SEWER MAIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH OREGON STATE DEPARTMENT OF COMMERCE, BUILDING CODES DIVISION, 2014 UNIFORM PLUMBING CODE AND ITS AMENDMENTS, EXCEPT FOR 8" AND LARGER PUBLIC SEWERS WHICH SHALL BE CONSTRUCTED IN ACCORDANCE WITH DEQ STANDARDS FOR PUBLIC SEWERS AND TO THE LINES, GRADES AND DETAILS SHOWN ON THE PLANS. 4" AND 6" LATERALS SHALL BE PVC ASTM 3034. ALL LINES SHALL HAVE TONING WIRE INSTALLED IN THE TRENCH FOR FUTURE LOCATING. 3. ALL MANHOLE CONNECTIONS TO BE FACTORY CONNECTORS WITH NON -SHRINK GROUT OR A CORED HOLE WITH FLEXIBLE BOOT. I.E.: KOR-N-SEAL. CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED OR SAW CUT. 4. CONTRACTOR TO PROVIDE PREFORMED PLASTIC GASKETS IN ALL MANHOLE JOINTS. 5. GROUT FOR TOP OF MANHOLE FRAMES AND BASES SHALL BE NON -SHRINK GROUT. 6. A COMMERCIAL CONCRETE BONDING AGENT SHALL BE USED ON ALL CONCRETE TO BE GROUTED. 7. ALL MANHOLES SHALL BE 48" DIAMETER WITH CONCENTRIC CONES, EXCEPT AS NOTED OTHERWISE. S. NO FLAT -TOP MANHOLES TO BE USED WITHOUT THE CITY OF SPRINGFIELD PRIOR APPROVAL. 9. DEFLECTION TESTING SHALL BE CONDUCTED ON ALL SEWERS CONSTRUCTED OF FLEXIBLE PIPE NOT LESS THAN 30 DAYS AFTER TRENCH BACKFILL AND COMPACTION. TESTING WILL CONFORM TO 2021 APWA STANDARD SPECIFICATIONS, SECTION 00445. 10. LINE AND GRADE SHALL BE MAINTAINED AS SHOWN ON THE PLANS OR AS ESTABLISHED BY THE ENGINEER. VARIATIONS OF MORE THAN 1/2 INCH FOR LINE AND 1/4 INCH FOR GRADE WILL NOT BE PERMITTED. 11. ALL MANHOLES WILL NEED A RIGID GASKETED COUPLER JOINT WITHIN 1.5 FT. OF MANHOLE WALL. 12. CITY OF SPRINGFIELD WILL WITNESS ALL TESTING OF COMPACTION ON SEWER PIPE, MANHOLES AND TRENCH BACKFILL WORK PERFORMED BY CONTRACTOR. 13. PIPES SHALL BE AIR TESTED IN ACCORDANCE WITH UNIBELL'S "RECOMMENDED PRACTICE FOR LOW PRESSURE AIR TESTING OF INSTALLED SEWER PIPE" UNI -B-6-98. MINIMUM TEST TIMES SHALL BE BASED ON TABLE II. THERE WILL BE NO PRESSURE DROP ALLOWED. 14. MANHOLE ELEVATIONS AND PIPE GRADES ARE FIGURED FROM THE CENTER OF EACH MANHOLE. SUPPLIERS OF PRE -CAST MANHOLE BASES SHALL SUBMIT SHOP DRAWINGS SHOWING THE LOCATIONS OF PIPE INLETS AND OUTLETS FOR REVIEW PRIOR TO MANUFACTURING. 15. PRECAST MANHOLES SHALL BE TESTED PER CITY OF SPRINGFIELD STANDARDS AT THE MANUFACTURER'S YARD PRIOR TO DELIVERY TO THE SITE. TESTING SHALL BE WITNESSED AND DOCUMENTED BY AN INDEPENDENT 3RD PARTY. 16. ALL PERMANENT DROP MANHOLES SHALL HAVE AN OUTSIDE DROP. 17. ALL TEMPORARY DROP MANHOLES SHALL HAVE AN INSIDE DROP. 18. ALL SEWER SERVICE LATERALS SHALL HAVE A MINIMUM OF 6' COVER AT PROPERTY/RIGHT-OF-WAY LINE. 19. INSTALL BACKFLOW DEVICE ON ALL SEWER LATERALS THAT PROVIDE SERVICE TO HOMES WITH BASEMENTS. 20. MAXIMUM LENGTH OF SEWER LINE BETWEEN MANHOLES SHALL BE 300' UNLESS OTHERWISE APPROVED BY CITY OF SPRINGFIELD. LEGEND - - - - - - (ELEV.) - OiM1urslon Ne \ G S[ .......................................... EXISTING EDGE OF AC OR GRAVEL O SAW CUT ^� EXISTING RIGHT-OF-WAY R/W NEW RIGHT-OF-WAY � EXISTING SANITARY SEWER (SS) SS NEW SANITARY SEWER (SS) EXISTING PRESSURE SEWER (PS) NEW PRESSURE SEWER (PS) Ps srs EXISTING STORM SEWER (STS) STS NEW STORM SEWER (STS) EXISTING WATER W NEW WATER "W EXISTING POWER (UNDERGROUND) Poe EXISTING POWER (OVERHEAD) uGU ucu- NEW UNDERGROUND (TV, POWER, PHONE) � NEW ELECTRICAL CONDUIT - EXISTING GAS a ^' ,r EXISTING CABLE TV Malo S[ O X NEW FENCE s-` SILT FENCE (S -F) TFC TOP FACE OF CURB Blueb¢Ile Way BOTTOM FACE OF CURB AC ASPHALT CONC CONCRETE FF FINISH FLOOR FG FINISH GRADE OG ORIGINAL GROUND a Q VICINITY MAP NTS GENERAL SANITARY SEWER NOTES: 1. ALL SANITARY SEWER WORK SHALL BE IN CONFORMANCE WITH THE CITY OF SPRINGFIELD SPECIFICATIONS AND ORDINANCE. IN CASES OF CONFLICT, CITY OF SPRINGFIELD SPECIFICATIONS SHALL TAKE PRECEDENCE OVER THE STANDARD SPECIFICATIONS. 2. SANITARY SEWER LATERALS FROM THE BUILDING TO THE SEWER MAIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH OREGON STATE DEPARTMENT OF COMMERCE, BUILDING CODES DIVISION, 2014 UNIFORM PLUMBING CODE AND ITS AMENDMENTS, EXCEPT FOR 8" AND LARGER PUBLIC SEWERS WHICH SHALL BE CONSTRUCTED IN ACCORDANCE WITH DEQ STANDARDS FOR PUBLIC SEWERS AND TO THE LINES, GRADES AND DETAILS SHOWN ON THE PLANS. 4" AND 6" LATERALS SHALL BE PVC ASTM 3034. ALL LINES SHALL HAVE TONING WIRE INSTALLED IN THE TRENCH FOR FUTURE LOCATING. 3. ALL MANHOLE CONNECTIONS TO BE FACTORY CONNECTORS WITH NON -SHRINK GROUT OR A CORED HOLE WITH FLEXIBLE BOOT. I.E.: KOR-N-SEAL. CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED OR SAW CUT. 4. CONTRACTOR TO PROVIDE PREFORMED PLASTIC GASKETS IN ALL MANHOLE JOINTS. 5. GROUT FOR TOP OF MANHOLE FRAMES AND BASES SHALL BE NON -SHRINK GROUT. 6. A COMMERCIAL CONCRETE BONDING AGENT SHALL BE USED ON ALL CONCRETE TO BE GROUTED. 7. ALL MANHOLES SHALL BE 48" DIAMETER WITH CONCENTRIC CONES, EXCEPT AS NOTED OTHERWISE. S. NO FLAT -TOP MANHOLES TO BE USED WITHOUT THE CITY OF SPRINGFIELD PRIOR APPROVAL. 9. DEFLECTION TESTING SHALL BE CONDUCTED ON ALL SEWERS CONSTRUCTED OF FLEXIBLE PIPE NOT LESS THAN 30 DAYS AFTER TRENCH BACKFILL AND COMPACTION. TESTING WILL CONFORM TO 2021 APWA STANDARD SPECIFICATIONS, SECTION 00445. 10. LINE AND GRADE SHALL BE MAINTAINED AS SHOWN ON THE PLANS OR AS ESTABLISHED BY THE ENGINEER. VARIATIONS OF MORE THAN 1/2 INCH FOR LINE AND 1/4 INCH FOR GRADE WILL NOT BE PERMITTED. 11. ALL MANHOLES WILL NEED A RIGID GASKETED COUPLER JOINT WITHIN 1.5 FT. OF MANHOLE WALL. 12. CITY OF SPRINGFIELD WILL WITNESS ALL TESTING OF COMPACTION ON SEWER PIPE, MANHOLES AND TRENCH BACKFILL WORK PERFORMED BY CONTRACTOR. 13. PIPES SHALL BE AIR TESTED IN ACCORDANCE WITH UNIBELL'S "RECOMMENDED PRACTICE FOR LOW PRESSURE AIR TESTING OF INSTALLED SEWER PIPE" UNI -B-6-98. MINIMUM TEST TIMES SHALL BE BASED ON TABLE II. THERE WILL BE NO PRESSURE DROP ALLOWED. 14. MANHOLE ELEVATIONS AND PIPE GRADES ARE FIGURED FROM THE CENTER OF EACH MANHOLE. SUPPLIERS OF PRE -CAST MANHOLE BASES SHALL SUBMIT SHOP DRAWINGS SHOWING THE LOCATIONS OF PIPE INLETS AND OUTLETS FOR REVIEW PRIOR TO MANUFACTURING. 15. PRECAST MANHOLES SHALL BE TESTED PER CITY OF SPRINGFIELD STANDARDS AT THE MANUFACTURER'S YARD PRIOR TO DELIVERY TO THE SITE. TESTING SHALL BE WITNESSED AND DOCUMENTED BY AN INDEPENDENT 3RD PARTY. 16. ALL PERMANENT DROP MANHOLES SHALL HAVE AN OUTSIDE DROP. 17. ALL TEMPORARY DROP MANHOLES SHALL HAVE AN INSIDE DROP. 18. ALL SEWER SERVICE LATERALS SHALL HAVE A MINIMUM OF 6' COVER AT PROPERTY/RIGHT-OF-WAY LINE. 19. INSTALL BACKFLOW DEVICE ON ALL SEWER LATERALS THAT PROVIDE SERVICE TO HOMES WITH BASEMENTS. 20. MAXIMUM LENGTH OF SEWER LINE BETWEEN MANHOLES SHALL BE 300' UNLESS OTHERWISE APPROVED BY CITY OF SPRINGFIELD. GENERAL STREET IMPROVEMENT NOTES: 1. ALL PUBLIC STREET WORK SHALL BE IN CONFORMANCE WITH THE CITY OF SPRINGFIELD SPECIFICATIONS AND ORDINANCE. IN CASES OF CONFLICT, CITY OF SPRINGFIELD SPECIFICATIONS SHALL TAKE PRECEDENCE OVER THE STANDARD SPECIFICATIONS. 2. CONTRACTOR TO RELOCATE OR INSTALL MAIL BOXES, GROUPED MAIL BOXES, OR LOCK BOXES AS SHOWN ON PLANS. ALL MATERIALS SHALL BE SUPPLIED BY THE CONTRACTOR. 3. CONTRACTOR TO ADJUST ALL MANHOLES, VALVE BOXES, AND OTHER INCIDENTAL STRUCTURES TO FINAL GRADE. 4. CONCRETE FOR DRIVEWAYS AND SIDEWALKS IN PUBLIC R/W SHALL MEET ODOT/APWA SPECIFICATIONS. DRIVEWAYS SHALL BE 4,000 PSI WITH FIBERMESH OR REBAR, SIDEWALKS SHALL BE 3,300 PSI STRENGTH. GEOTECHNICAL NOTES: 1. THE GEOTECHNICAL INVESTIGATION AND DESIGN REPORT FOR CHERRY SPRINGS APARTMENTS WAS PREPARED BY BRANCH ENGINEERING, DATED NOVEMBER 12, 2020 AND ANY SUBSEQUENT UPDATES, SHALL BE CONSIDERED PART OF THESE PLANS AND REFERENCED FOR ALL SITE CONSTRUCTION. 2. EXCAVATION, GRADING, TESTING AND EMBANKMENT PLACEMENT SHALL BE COMPLETED AS PER RECOMMENDATIONS OF THE REPORT. 3. THE CONTRACTOR SHALL COORDINATE WITH THE GEOTECHNICAL ENGINEER AND TESTING FIRM DURING ALL STAGES OF GRADING TO ALLOW FOR SCHEDULING ON SITE VISITS, TESTING, AND SPECIAL INSPECTION. 4. ALL SITE CLEARING AND GRUBBING OF TOPSOIL/ORGANIC MATERIAL SHALL BE PER THE RECOMMENDATIONS OF THE GEOTECHNICAL EVALUATION REPORT. PLUMBING NOTE: 1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN A PLUMBING PERMIT FROM THE LOCAL BUILDING DEPARTMENT FOR THE INSTALLATION AND INSPECTION OF ALL ONSITE PRIVATE STORM DRAINAGE RELATED INFRASTRUCTURE AT NO ADDITIONAL COST TO THE OWNER. DETAIL NOTE: DETAILS HAVE NOT BEEN PROVIDED FOR THIS SUBMITTAL. DETAILS WILL BE PROVIDED AS REQUIRED WITH CONSTRUCTION DRAWING SUBMITTAL. civil 0 structural Leosurveying architecture planning O MANHOLE (MH) i.e. Engineering, inc ® CURB INLET (CI) 809SEPine St Roseburg, OR E9 CATCH BASIN (CB) ieengineering.cnm CLEANOUT FIRE HYDRANT 0 VALVE ,RFA PROw C NGtN ® WATER METER �� Ee (�INee, " BLOWOFF Q POWER POLE GN 0 LIGHT POLE !oi df N'L0 C-' GUY WIRE IID POWER PEDESTAL EXPIRES. 12/31/2022 0 TELEPHONE PEDESTAL ® GAS METER ® CABLE TV PEDESTAL MAIL MAIL BOX > FLOW DIRECTION ARROW TREE (EVERGREEN) TREE (DECIDUOUS) ® DETAIL N SHEEr N DETAIL REFERENCE HEEr E] NEW CONCRETE NEW ASPHALT NEW PATH BORDER CALL BEFORE YOU DIG I ONE CALL- (800) 332-2344 OAR 952-001-0010 THROUGH OAR 952-001-0090 c 0 W ro LEGEND - - - - - - (ELEV.) - - - - - - EXISTING CONTOUR ELEV. ELEV. NEW CONTOUR ELEV. .......................................... EXISTING EDGE OF AC OR GRAVEL -------------- SAW CUT ^� EXISTING RIGHT-OF-WAY R/W NEW RIGHT-OF-WAY � EXISTING SANITARY SEWER (SS) SS NEW SANITARY SEWER (SS) EXISTING PRESSURE SEWER (PS) NEW PRESSURE SEWER (PS) Ps srs EXISTING STORM SEWER (STS) STS NEW STORM SEWER (STS) EXISTING WATER W NEW WATER "W EXISTING POWER (UNDERGROUND) Poe EXISTING POWER (OVERHEAD) uGU ucu- NEW UNDERGROUND (TV, POWER, PHONE) � NEW ELECTRICAL CONDUIT - EXISTING GAS a ^' ,r EXISTING CABLE TV EXISTING FENCE X NEW FENCE s-` SILT FENCE (S -F) TFC TOP FACE OF CURB BFC BOTTOM FACE OF CURB AC ASPHALT CONC CONCRETE FF FINISH FLOOR FG FINISH GRADE OG ORIGINAL GROUND GENERAL STREET IMPROVEMENT NOTES: 1. ALL PUBLIC STREET WORK SHALL BE IN CONFORMANCE WITH THE CITY OF SPRINGFIELD SPECIFICATIONS AND ORDINANCE. IN CASES OF CONFLICT, CITY OF SPRINGFIELD SPECIFICATIONS SHALL TAKE PRECEDENCE OVER THE STANDARD SPECIFICATIONS. 2. CONTRACTOR TO RELOCATE OR INSTALL MAIL BOXES, GROUPED MAIL BOXES, OR LOCK BOXES AS SHOWN ON PLANS. ALL MATERIALS SHALL BE SUPPLIED BY THE CONTRACTOR. 3. CONTRACTOR TO ADJUST ALL MANHOLES, VALVE BOXES, AND OTHER INCIDENTAL STRUCTURES TO FINAL GRADE. 4. CONCRETE FOR DRIVEWAYS AND SIDEWALKS IN PUBLIC R/W SHALL MEET ODOT/APWA SPECIFICATIONS. DRIVEWAYS SHALL BE 4,000 PSI WITH FIBERMESH OR REBAR, SIDEWALKS SHALL BE 3,300 PSI STRENGTH. GEOTECHNICAL NOTES: 1. THE GEOTECHNICAL INVESTIGATION AND DESIGN REPORT FOR CHERRY SPRINGS APARTMENTS WAS PREPARED BY BRANCH ENGINEERING, DATED NOVEMBER 12, 2020 AND ANY SUBSEQUENT UPDATES, SHALL BE CONSIDERED PART OF THESE PLANS AND REFERENCED FOR ALL SITE CONSTRUCTION. 2. EXCAVATION, GRADING, TESTING AND EMBANKMENT PLACEMENT SHALL BE COMPLETED AS PER RECOMMENDATIONS OF THE REPORT. 3. THE CONTRACTOR SHALL COORDINATE WITH THE GEOTECHNICAL ENGINEER AND TESTING FIRM DURING ALL STAGES OF GRADING TO ALLOW FOR SCHEDULING ON SITE VISITS, TESTING, AND SPECIAL INSPECTION. 4. ALL SITE CLEARING AND GRUBBING OF TOPSOIL/ORGANIC MATERIAL SHALL BE PER THE RECOMMENDATIONS OF THE GEOTECHNICAL EVALUATION REPORT. PLUMBING NOTE: 1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN A PLUMBING PERMIT FROM THE LOCAL BUILDING DEPARTMENT FOR THE INSTALLATION AND INSPECTION OF ALL ONSITE PRIVATE STORM DRAINAGE RELATED INFRASTRUCTURE AT NO ADDITIONAL COST TO THE OWNER. DETAIL NOTE: DETAILS HAVE NOT BEEN PROVIDED FOR THIS SUBMITTAL. DETAILS WILL BE PROVIDED AS REQUIRED WITH CONSTRUCTION DRAWING SUBMITTAL. civil 0 structural Leosurveying architecture planning O MANHOLE (MH) i.e. Engineering, inc ® CURB INLET (CI) 809SEPine St Roseburg, OR E9 CATCH BASIN (CB) ieengineering.cnm CLEANOUT FIRE HYDRANT 0 VALVE ,RFA PROw C NGtN ® WATER METER �� Ee (�INee, " BLOWOFF Q POWER POLE GN 0 LIGHT POLE !oi df N'L0 C-' GUY WIRE IID POWER PEDESTAL EXPIRES. 12/31/2022 0 TELEPHONE PEDESTAL ® GAS METER ® CABLE TV PEDESTAL MAIL MAIL BOX > FLOW DIRECTION ARROW TREE (EVERGREEN) TREE (DECIDUOUS) ® DETAIL N SHEEr N DETAIL REFERENCE HEEr E] NEW CONCRETE NEW ASPHALT NEW PATH BORDER CALL BEFORE YOU DIG I ONE CALL- (800) 332-2344 OAR 952-001-0010 THROUGH OAR 952-001-0090 c 0 W ro C1 a y W > � � a H '0 Rr Q CL Q y C9 2M CL y o W m ti I s w Po r W a C1 KEYED CONSTRUCTION NOTES: 1. INSTALL SILT FENCE PER DETAIL 2. INSTALL CONSTRUCTION ENTRANCE PER DETAIL 3. INSTALL CONCRETE WASHOUT PER DETAIL 4. INSTALL BIO BAGS PER DETAIL 5. INSTALL INLET PROTECTION ON FIRST CATCH BASINS DOWNSTREAM OF PROJECT ON STREET DETAIL NOTE: DETAILS HAVE NOT BEEN PROVIDED FOR THIS SUBMITTAL. DETAILS WILL BE PROVIDED AS REQUIRED WITH CONSTRUCTION DRAWING SUBMITTAL. CALL BEFORE YOU DIG I ONE CALL- (800) 332-2344 0' 15' 30' 60' OAR 952-001-0010 THROUGH OAR 952-001-0090 SCALE V=30' civil 0 structural Leosurveying architecture planning i.e. Engineering, ino. 809SE Pine S[ Roseburg, OR ieengineering.mm 'EXPIRES. 12/31/2022 c 0 U N N C2 0 y W > � a H C3 Rr a CL a y C7 Z CLC COD z r o W a a = w n a C.3 C2 ❑0000000❑ 10 11 10 coo 00000 G�CICIOO❑❑DDCICIDDCICIDDCICIDDCICIDDCICIDDCICIDDCICIOOCICI OOCI CI OOCI CI OOCI CI CI OCI❑ ❑0000 000 5❑❑000000000000000000000000000000000000000000000000000000❑❑❑00000000000000000000000000000000000000000❑ 000000❑ g `• �,..^-Pe ❑❑000000000000000000000000000000000000000000000000000000❑❑❑0000000000000000000000000000000000000000❑ ❑000 000❑ ❑❑0000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000❑ 00000000❑ .. s -�° • ° ° • 4 vS - �N F F W F F F Fr �N tl tl tl tl tl tla a. a. � 2 2 1 9 TYP °a 3 9 TYP N n 1 d d � 9 TYP o e e e v° e 9 TYP U I U I U STS SS 2 OEM F \mmm01 =m I r� 5 4 o 5 0 0 + F. N o NI F 40D 9 _. p U _V1 e e e tsl ` CC ❑0000000❑ 10 11 10 coo 00000 G�CICIOO❑❑DDCICIDDCICIDDCICIDDCICIDDCICIDDCICIDDCICIOOCICI OOCI CI OOCI CI OOCI CI CI OCI❑ ❑0000 000 5❑❑000000000000000000000000000000000000000000000000000000❑❑❑00000000000000000000000000000000000000000❑ 000000❑ g `• �,..^-Pe ❑❑000000000000000000000000000000000000000000000000000000❑❑❑0000000000000000000000000000000000000000❑ ❑000 000❑ ❑❑0000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000❑ 00000000❑ .. s -�° • ° ° • 4 vS - �N F F W F F F Fr �N tl tl tl tl tl tla a. a. � 2 2 1 9 TYP °a 3 9 TYP N n 1 d d � 9 TYP o e e e v° e 9 TYP U I U I U STS SS 2 OEM \mmm01 =m I 5 4 5 0 0 + N o NI F 40D -SS S 11 7,7777.TSS h 4 e e e e 1 5 ki e e 2 7 / IN / \ 9 —�— �® 5 � Sa S ° STS civil 0 structural surveying � � architecture planning i.e. Engineering, ino. 809SE Pine S[ Roseburg, OR ieengineering.mm GGN Y io, �9P Q "f w tov� -0 oo EXPIRES'. 12/31/2022 .0 1 1 c III -0 To 4 I 5 4 5 0 0 + N o NI 9 _. p .0 1 1 c III -0 To 4 5 4 5 U _. _V1 e e e ` KEYED CONSTRUCTION NO 1 s -0 o 1. CONSTRUCT STANDARD CURB PER DETAIL. 5 5 w ° 0 2. CONSTRUCT CURB & GUTTER PER DETAIL. ro 3. CONSTRUCT ASPHALT PAVEMENT PER SECTION PER DETAIL. GENERAL STRIPING NOTES: SS S 2 S 1. STRIPING PAINT TO CONFORM TO LATEST ODOT/APWA AND OTC STANDARDS, 8 4. CONSTRUCT SIDEWALK PER DETAIL. OR AS SPECIFIED ON PLANS. + a– al N.. 5. CONSTRUCT ADA RAMP 2. ALL STRIPING TO BE 4" WIDE UNLESS OTHERWISE NOTED. r 6. CONSTRUCT 10' WIDE ASPHALT PATH 3. ALL PAINT LINES TO BE STRAIGHT AND UNIFORM WITH ZERO OVER SPRAY. o 4 7. CONSTRUCT TRASH/RECYCLE ENCLOSURE PER DETAIL. 4. PAINT TO BE APPLIED WITH A HIGH PRESSURE AIRLESS SYSTEM. ° 4 / v 5 SEE ARCHITECTURAL PLANS FOR STRUCTURAL DETAILS. i 5. PAINT TO BE 30mils THICK. (TWO COATS) a `�' S. MARK STANDARD HANDICAP PARKING SPACES PER DETAIL. y o 9 TYP 6. ALL CURB LESS THAN 6° HIGH SHALL BE PAINTED YELLOW °° ~ W 9. PAVEMENT STRIPING – 4" WIDE PER ODOT/APWA 008600 STANDARDS. W J 7 CONTRACTOR SHALL PAINT CURBING RED AROUND ALL FIRE DEPARTMENT w a 10. REMOVE EXISTING BARRICADES & INSTALL REMOVABLE BOLLARDS AS APPURTENANCES AT NO ADDITIONAL COST TO THE OWNER. 3 r t APPROVED BY FIRE DEPARTMENT. - - � o N �N �N 1 �4---F-11. CONSTRUCT GRASSCRETE FIRE LANE 1N W N 6 Q 6 z:mQm _ _ — — ¢ — — — — — — Z_ 2 — — — — — — — _ _ — _ _ _ — — _ T _ _ _ _ • XOtl IMtl y -CL oC w F i SL S1S � S1S $1$ ami S1S $1$ � i W - r o r � . _ w N STH STREET V -- .. .'.'.' I'I .'I'I'I .'.' .'.' .'I' .'I'I' I' .'I' I'I 5 5 0.. sa G o --1 =ice - h i - - —} 1 1- - -- - o: N, :. _ DETAIL NOTE: CALL BEFORE YOU DIG 1 C3 DETAILS HAVE NOT BEEN PROVIDED FOR THIS ONE CALL- 18001 332-2344 01 10, 20' 40' 3 SUBMITTAL. DETAILS WILL BE PROVIDED AS OAR 952-001-0010 THROUGH m REQUIRED WITH CONSTRUCTION DRAWING SUBMITTAL. OAR 952-001-0090 SCALE V=20' KEYED CONSTRUCTION NOTES: 1. CONSTRUCT STANDARD CURB PER DETAIL. 2. CONSTRUCT CURB & GUTTER PER DETAIL. 3. CONSTRUCT ASPHALT PAVEMENT PER SECTION PER DETAIL. 4. CONSTRUCT SIDEWALK PER DETAIL. 5. CONSTRUCT ADA RAMP 6. CONSTRUCT 10' WIDE ASPHALT PATH 7. CONSTRUCT TRASH/RECYCLE ENCLOSURE PER DETAIL. SEE ARCHITECTURAL PLANS FOR STRUCTURAL DETAILS. B. MARK STANDARD HANDICAP PARKING SPACES PER DETAIL. 9. PAVEMENT STRIPING — 4" WIDE PER ODOT/APWA 008600 STANDARDS. 1O. INSTALL REMOVABLE BOLLARDS AS APPROVED BY FIRE DEPARTMENT. DETAIL NOTE: DETAILS HAVE NOT BEEN PROVIDED FOR THIS SUBMITTAL. DETAILS WILL BE PROVIDED AS REQUIRED WITH CONSTRUCTION DRAWING SUBMITTAL. GENERAL STRIPING NOTES: 1. STRIPING PAINT TO CONFORM TO LATEST ODOT/APWA AND OTC STANDARDS, OR AS SPECIFIED ON PLANS. 2. ALL STRIPING TO BE 4" WIDE UNLESS OTHERWISE NOTED. 3. ALL PAINT LINES TO BE STRAIGHT AND UNIFORM WITH ZERO OVER SPRAY. 4. PAINT TO BE APPLIED WITH A HIGH PRESSURE AIRLESS SYSTEM. 5. PAINT TO BE 3Omils THICK. (TWO COATS) 6. ALL CURB LESS THAN 6" HIGH SHALL BE PAINTED YELLOW 7. CONTRACTOR SHALL PAINT CURBING RED AROUND ALL FIRE DEPARTMENT APPURTENANCES AT NO ADDITIONAL COST TO THE OWNER. a a P a 1j6j e °°erg 1w U • V • • V • G ll Ll . c ' . . o civil 0 structural Leosurveying architecture planning i.e. Engineering, inc. 609 SE Pine S[ Roreburg, OR ieengineering.cnm EXPIRES. 12/31/2022 y 0 0 � � � Z W oz z Q o r V V I Q n Z 2 e T U CIO a m N m x � F o n i i • V • • V • G ll Ll . c ' . . o civil 0 structural Leosurveying architecture planning i.e. Engineering, inc. 609 SE Pine S[ Roreburg, OR ieengineering.cnm EXPIRES. 12/31/2022 y 0 0 � � � Z W oz z Q o r V V I Q n Z 2 e T U CIO a m N m x � F o n C4 KEYED CONSTRUCTION NOTES: 1. INSTALL STS MH 5. INSTALL 24" GIBSON STEEL CATCH 7. INSTALL 24" GIBSON STEEL CATCH 10. INSTALL 24" GIBSON STEEL CATCH RIM= 495.40 BASIN W/ HINGED SEDIMENT TRAP BASIN W/ HINGED SEDIMENT TRAP BASIN W/ HINGED SEDIMENT TRAP DETAIL NOTE: 12" INV IN (S)= 489.00 & FLOGARD+ CATCH BASIN INSERT & FLOGARD+ CATCH BASIN INSERT & FLOGARD+ CATCH BASIN INSERT DETAILS HAVE NOT BEEN PROVIDED FOR THIS 12" INV IN (E)= 489.00 FILTER FILTER FILTER SUBMITTAL. DETAILS WILL BE PROVIDED AS civil 12" INV OUT (N)= 488.80 GRATE= 494.10 GRATE= 495.00 GRATE= 495.05 REQUIRED WITH CONSTRUCTION DRAWING SUBMITTAL. structural 8" INV OUT= 492.90 8" INV OUT= 492.45 8" INV OUT= 493.45 2. INSTALL 12" N-12 STS PIPE. I I �f surveying architecture LENGTH AND SLOPE PER PLAN. 6. INSTALL 24" GIBSON STEEL CATCH 8. INSTALL 8" N-12 STS PIPE. 11. INSTALL 24" GIBSON STEEL CATCH ° I �� BASIN W/ HINGED SEDIMENT TRAP LENGTH AND SLOPE PER PLAN. BASIN W/ HINGED SEDIMENT TRAP W / oo 1. planning 3. INSTALL OVERFLOW CB & FLOGARD+ CATCH BASIN INSERT & FLOGARD+ CATCH BASIN INSERT W / GRATE= 493.30 FILTER 9. INSTALL 24" GIBSON STEEL CATCH FILTER 12" INV OUT (W)= 490.50 GRATE= 494.10 BASIN W/ HINGED SEDIMENT TRAP 4" PIPE STUB INTO PLANTER.. 8" INV OUT= 492.90 & FLOGARD+ CATCH BASIN INSERT INV 12" BELOW GRATE. 4. (not used) �. FILTER i.e. Engineering, inc. W GRATE= 495.00 12. 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J , .v . °.°TOP BASIN s . ° v -°�j o v._^... \�� F �i F iIi F - CONIC -c°. f.e \ av 494.00 `V_ - g CON .TOP BASIN----�°� °�� - - - T -493 / / 10 Nf`E`1�� 8 - F FSP -492 - _ 494.00 N ..-..-..---.. FG 8" INV= 493.00 - O N L0� . 8" INV- 491.80 8" INV= 492.00 \\ ae / BOTTOM OF BASIN / 493so BOTTOM OF BASIN I °.-, °.-, 8" INV= 492.00 BOTTOM OF BASIN EXPIRES. 12/31/2022 / 3 491.80 / FG 493.00 \ / 492.00 494.00 493.50 495.00 TOP BASIN FG TOP BASIN ..492_.. 494.00 FF= 498.00 493 F9 / t �. 49 494 / \ / 493.80 TOP .80 BASIN - - - - 495.00 \ \ ----- / TOP BASIN TOP BASIN FF= 496.50 / '. .. 495 .. \ \ / 495 - 494.00 \ _ _ _ " TOP BASIN \`9O 0 LF \ v. \ \ 8 0. 0% 8 140 LF 0.50% FF= 495.00 - FF= 496.00 I 4g4j s s s 4 D / ❑ - - - - ( - 497.90 TFC 497.90 TFC 497.90 TFC - 497.60 BFC 497.40 BFC 497.40 BFC \ 497.80 TFC 497.80 TFC ® 497.30 BFC 497.30 BFC \ \ w v. v 10 495.80 BFC 497.50 TFC 497.35 BFC �'- 11 IL FF= 495.00 ,.. ° e ° ° Ll - - - - 0 0 0 e e e e e e e e 494.80 TFC 494 85 TFC 495.70 TFC 495.85 TFC 695.50 BFC 496.50 BFC t1 AC I� {94.80 TFC 494.30 BFC / 494.35 BFC 495.20 BFC 495.35 BFC 497.10 TFC / \ 494.10 BFC 495.80 TFC U U U 495.50 TFC 495.55 TFC 495.75 TFC 496.60 BFC 494.60 TFC \ 494.80 TFC 495.30 BFC / 495.00 BFC 495.05 BFC 495.25 BFC BFC 494.80 TFC ggq,30 BFC 1 t 694.10495.40 / / 496.70 TFC 494.10 BFC / TFC 494.90 BFC \ / 496.20 BFC 497 20 TFC 497.55 TFC 497.05 BFC 495.fi0 TFC 495.50 TFC 495.10 BFC ( / 11 496.70 BFC - / , 495.00 BFC 495.35 BFC U 497.50 TFC v° 497.50 TFC 498.40 CONIC 497.00 BFC I _ I - - 496.40 CONIC g / 496.80 TFC 497.10 TFC 497.10 TFC 496.30 BFC \ 496.80 BFC 496.60 BFC 497.00 Ol 495.55 TFC AC / 496.30 CONIC i 496.40 BFC N C / 495.05 BFC 0 1 \ / 496.40 CONC 496.40 CONIC S. j S S Sa STS I \\ \ \\ 2 302 LF --- __ ,� \ 0.49% 496.{0 TFC - \ \\ 495.90 BFC - - - v FF= 40'x.00 - - FF= 4 7:00_ / 3 \ I 696.50 TFC 495.15 TFC 496.25 TFC / \ ° \ 496.00 BFC 698.50 TFC 495.65 BFC 495.75 BFC / I I 496.00 BFC 4 496.50 TFC T 496.00 BFC 496.50 TFC 496.50 TFC - 496.75 TFC 496.00 BFC 496.00 BFC i 1 {IIIA LL _ t 496.25 BFC / � 496.70 TFC U / 496.40 TFC ❑ • • • 1496.50 TFC 496.50 TFC • • • - � - � - \\ \I / \ " ` " ` v ` " ` o o 4905.90 BFoC \ " " 496.00 BFC 496.00 BFC 1 1 / / -' 0496.20oBFC � e e \ l - / / / � �� O - 497.00 F F -FF= / 496.45 - / t t 496.85 TFC 1 t 496.90 TFC \ ° CONIC uft 496.35 BFC v _,a v - O 496.40 BFC . e / ° / 496.30 496.25 TFC 496.50 TFC 49 / e° 495.75 BFC 496.00 BFC _ OCONC v - _ \ 9 / S $� s sa O I 41%S° / / � ° \a\ o W zJ / _ ❑ ° w Rr w IV- C3 Rr / FF= 497.00 \ FF= 497.00 FF= 497.00 496.50 TFC aazzo TFc 496.00 BFC a FF= 497.00CMI 0 a H � / LL i ..: ..: ..: ..: 496.20 TFC .... 496.15 ... ... - .- r ` - T...v - - - 495.70 BFC AC v " " - - - H i N 697.10 IN 1 1 IN IN ` 496.20 496.60 BFC F \ F- F AC LU z_ i ------- ----- - --- ----------------- - ----- --- -Mud - ---..Mud _-- . - .. - .. - .. -_�- _ - ---- - - -- --- ----- - --- -- ----- ,_ -__- _ -- ---- - ---- -- - ---- -- - ---- -- - _-_ - -.. - - - S1S S1S -. _ .. - - ... I- - _ _ .. _ .. .:: .. : . . CALL BEFORE YOU DIG 1 _ -. ---- -- - - - _48TH�TREET. .. SS+od 6 r00 : 740 - - 5 - ' S D.. !- -' ONE CALL 18001 332-2344 . 0, 1a 20 ao --�-�. '.�I - _ _ - = - - -1 -1�:- : -- - 1 - ------t-: 1 .131: . }`"' 7.. 1 OAR 952-001-0010 THROUGH - . - .. I . \ \ .. ,/ .. I1 .. OAR 952-001-0090 SCALE V=20' KEYED CONSTRUCTION NOTES: 1. INSTALL 24" GIBSON STEEL CATCH BASIN W/ HINGED SEDIMENT TRAP & FLOGARD+ CATCH BASIN INSERT FILTER GRATE= 495.95 8" INV OUT= 494.45 2. INSTALL 24" GIBSON STEEL CATCH BASIN W/ HINGED SEDIMENT TRAP & FLOGARD+ CATCH BASIN INSERT FILTER GRATE= 495.90 8" INV OUT= 494.45 3. INSTALL 8" N-12 STS. LENGTH AND SLOPE PER PLAN. 4. INSTALL 24" GIBSON STEEL CATCH BASIN W/ HINGED SEDIMENT TRAP & FLOGARD+ CATCH BASIN INSERT FILTER GRATE= 494.50 8" INV OUT= 494.40 5. INSTALL 24" GIBSON STEEL CATCH BASIN W/ HINGED SEDIMENT TRAP & FLOGARD+ CATCH BASIN INSERT FILTER 4" PIPE STUB INTO PLANTER. INV 12" BELOW GRATE. DETAIL NOTE: DETAILS HAVE NOT BEEN PROVIDED FOR THIS SUBMITTAL. DETAILS WILL BE PROVIDED AS REQUIRED WITH CONSTRUCTION DRAWING SUBMITTAL. FC IFC \ \ CALL BEFORE YOU DIG I ONE CALL- (800) 332-2344 OAR 952-001-0010 THROUGH OAR 952-001-0090 0' 10' 20' 40' O SCALE V=20' civil 0 structural Leosurveying architecture planning i.e. Engineering, ino. 809SE Pine S[ Roseburg, OR ieengineering.mm NL EXPIRES. 12/31/2022 c 0 U U N w N (r C6 O y H Z W o > � a H C3 Rr Q CL Q s y 5 ca w Z d CL CIO z W L3 z r g o w w C6 KEYED UTILITY NOTES: CONNECT NEW B" 3034 SS TO EXISTING 1. CONNECT NEW 8" DI WL TO EXISTING WL (SEE TIE-IN DETAIL) 2. INSTALL 8" DI WATERLINE. LENGTH PER PLAN. INSTALL 8" 3034 SS ® 0.57. LENGTH PER PLAN 3. INSTALL FIRE HYDRANT ASSEMBLY w/4" 4. INSTALL 8" 90' BEND w/THRUST BLOCK 25. 5. INSTALL 8" 22Y£ BEND w/THRUST BLOCK 6. INSTALL 8" 11Ya BEND w/THRUST BLOCK 1-8" WYE 7. CONNECT NEW 8" DI WL TO EXISTING WL (SEE TIE-IN DETAIL) 8. CONNECT NEW 6" 3034 SS TO EXISTING 8" STUBOUT WITH 8'x6" REDUCER. 18. 6" INV= 489.90 (FIELD VERIFY LOCATION AND DEPTH) 9. INSTALL 6" 3034 SS ® 0.77. LENGTH PER PLAN. INSTALL 10. INSTALL SS CLEANOUT 8" INV= 491.56 11. 4" SS SERVICE CONNECTION TO BUILDING INSTALL 12. INSTALL 4" 3034 SS ® 1.07. LENGTH PER PLAN. Rr 13. CONNECT NEW B" 3034 SS TO EXISTING 8" STUBOUT 23. INV= 490.40 (FIELD VERIFY LOCATION & DEPTH) 14. INSTALL 8" 3034 SS ® 0.57. LENGTH PER PLAN 15. EXISTING SS MH w/4" 45' BEND. RIM= 496.86 25. INSTALL INV IN (W)= 489.77 structural INV OUT (E)= 489.71 1-8" WYE 16. INSTALL 6" 45' BEND 17. INSTALL 6" WYE. INV= 490.08 INSTALL 18. INSTALL 6" WYE w/45' BEND. INV= ?? 19. INSTALL 6" WYE w/45' BEND. INV= 491.50 INSTALL 20. EXISTING SS MH 8" INV= 491.56 architecture RIM= 496.77 INSTALL 26. INV IN (W)= 490.44 Rr planning INV OUT (E)= 490.38 21. INSTALL 6" 45' BEND. INV= 490.46 22. INSTALL 8" WYE. INV= 490.92 2" 23. INSTALL 8"x4" WYE w/4" 45' BEND. INV= 490.94 24. INSTALL 8'x4" WYE w/4" 45' BEND. INV= 491.06 25. INSTALL structural 36. 1-8" WYE 3" SCH 40 PVC WATER LINE 809SEPi%St 2-8"x4" WYE INSTALL 4" FIRE CONNECTION�� 2-45' BEND 37. INSTALL WASTEWATER DRAIN 8" INV= 491.56 architecture 33. INSTALL 26. INSTALL Rr planning 1-8"x4" WYE 1-8"x8" WYE 1-4" 45' BEND a 1-8" 45' BEND CL 8" INV= 491.99 27. INSTALL 8"x8" WYE. INV= 492.95 28. INSTALL 8"x6" WYE. INV= 493.04 29. INSTALL 8"x6" WYE w/6" 45' BEND. INV= 493.51 30. INSTALL 2" METER & BACKFLOW DEVICE 0 31. INSTALL 3" METER & BACKFLOW DEVICE civil W structural 36. INSTALL 3" SCH 40 PVC WATER LINE 809SEPi%St 32. INSTALL 4" FIRE CONNECTION�� surveying 37. INSTALL WASTEWATER DRAIN architecture 33. INSTALL 3" DOUBLE CHECK VAULT w/FDC CONNECTION Rr planning 34. INSTALL 3" SCH 40 PVC FIRE LANE 0 35. INSTALL 2" SCH 40 PVC WATER LINE W i.e. Engineering, ino. 36. INSTALL 3" SCH 40 PVC WATER LINE 809SEPi%St � a Roseburg, OR 37. INSTALL WASTEWATER DRAIN H C3 Rr ieengineering.mm DETAIL NOTE: DETAILS HAVE NOT BEEN PROVIDED FOR THIS SUBMITTAL. DETAILS WILL BE PROVIDED AS REQUIRED WITH CONSTRUCTION DRAWING SUBMITTAL. CALL BEFORE YOU DIG I __mqk_W_� ONE CALL- (800) 332-2344 0' 15' 30' 60' OAR 952-001-0010 THROUGH OAR 952-001-0090 SCALE V=30' 'EXPIRES. 12/31/2022 c 0 U U N C7 0 y W > � a H C3 Rr a CL a y C9 Z CL COD LJJ m r � I o C7 KEYED CONSTRUCTION NOTES: KEYED CONSTRUCTION NOTES: 1. STA 51+71.03, 7.89' L 3. STA 54+90.05, 11.50' L EXISTING STS MH INSTALL STS MH DETAIL NOTE: DETAILS HAVE NOT BEEN PROVIDED FOR THIS SUBMITTAL. 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INSTALL: 5 : LF :OF :1:2" 3034: SS : ® 0:91 % :::: :::::: : ................ ....... ....... 80 ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ....... ........ ......... ......... ...... ....... ......... ......... ...... ....... ......... ......... ...... ....... ......... ......... ...... ....... ......... ......... ...... ....... ......... ......... ...... ....... ......... ......... ...... ....... ......... ......... ...... ....... ......... ......... ...... ....... ....... ....... ...... 481 H '0 3 a CL civil 0 structural Lesurveying architecture planning i.e. Engineering, ino. 809SE Pine S[ Roseburg, OR ieengineeringmm ��QFD PROFFf L �NGINffAAA4� i666�f� � GON 'EXPIRES. 12/31/2022 c 0 U N N law C9 COD H Z W 0 z v z H '0 3 a CL a x s CIO � z Z II 00 tr COD o z s o N > W_ ti LL �, m x N I � m a � C9 KEYED CONSTRUCTION NOTES: 1. STA 51+71.03, 7.89' L �c EXISTING STS MH . - v 't ` O I� vi 1 v. ° ,. I .. •. 1 v e. R2" INV91N3 (S)= 486.74 viral 24 INV N (E) 486.55 structural v° ` ° w a ' i 9 ttP 24" INV OUT (W)= 486.59 surveying 1 architecture U. 2. STA 58+80.02, 20.50' L Le. planning + INSTALL OVERFLOW CB \.•64 _a I IftGRATE= 494.60 > / 12" INV OUT= 492.50 �\ I 3. 2" OVERLAY OF 48TH STREET TO BE i.e. Engineering, ino. a 9, F m 1 1 COORDINATED WITH CITY OF 809SEPi%St I _ _ SPRINGFIELD PUBLIC WORKS Roseburg, OR a: 4. PORTION OF 2" OVERLAY TO BE AT ieengineering.cnm �\ -> OWNER'S EXPENSE NOTE: ���:1p Pit DETAILS HAVE NOT BEEN PROVIDED FOR THIS 7656�� r SUBMITTAL. DETAILS WILL BE PROVIDED AS F / v W V v� r3 yy yy REQUIRED WITH CONSTRUCTION DRAWING SUBMITTAL. 6 ul t ii aero `GN 495.85 695.85 � � - 4405.95 _ \ AC 6 AC 10 pAh Q df M tOv �'�� _ 496.00 495.95 495.80 - , tl V _ \ 495.70 495.50 _ _ _ _ EXPIRES'. 12/31/2022 - _ - _ AC --- 2 AC xoe xad - - xaa xoe xod xm xoe xoa xod xoa - . ... .. . 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