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HomeMy WebLinkAboutPlan, Final APPLICANT 5/3/2022PROJECT 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 Nicholas Jones, PE Erik Ranger, PE Jamie McGraw, Landscape Designer DRAWING INDEX: 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 SD1 STANDARD DETAILS SD2 STANDARD DETAILS SD3 STANDARD DETAILS PLANNING: P1 EXISTING CONDITIONS -NORTH P2 EXISTING CONDITIONS - SOUTH P3 SITE PLAN LANDSCAPE: T,1 LANDSCAPE MASTER PLAN L2 LANDSCAPE PLAN - NORTH L3 LANDSCAPE PLAN - SOUTH L4 STORMWATER PLANTING PLANS L5 STORMWATER PLANTING PLANS L6 STORMWATER PLANT SCHEDULES T,7 OPEN SPACE ANALYSIS L8 NOTES & DETAILS L9 BIKE PARKING LIGHTING: E1.01.01 SITE LIGHTING PHOTOMETRICS VALUES E1.01.02 SITE LIGHTING PHOTOMETRICS LIGHTING WEB E1.01.03 SITE LIGHTING FIXTURE LOCATIONS ARCHITECTURAL: A3.1 8-PLEX A3.2 8-PLEX A6.1 8-PLEX A6.2 8-PLEX A6.3 8-PLEX A6.4 8-PLEX A3.1 Leasing Unit A6.1 Leasing Unit A6.2 Leasing Unit A6.3 Leasing Unit CHIERRY $P1'' IN � APAINTMIErMTS GENERAL NOTES: ell 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). S. 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, COUNTY). 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, X" 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. 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. CITY OF SPRINGFIELD N,-.ne,e au[n PROJECT LOCATION 0 0 WiryS, - F 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. 8. 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. 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. T T.`!'UXTTI ------(ELEV.)------ EXISTING CONTOUR ELEV. O MANHOLE (MH) ELEV. NEW CONTOUR ELEV. ® CURB INLET (CI) .......................................... EXISTING EDGE OF AC OR GRAVEL -------------- SAW CUT ® CATCH BASIN (CB) EXISTING RIGHT-OF-WAY CLEANOUT R/W NEW RIGHT-OF-WAY Q FIRE HYDRANT ss EXISTING SANITARY SEWER (SS) 0 VALVE SS NEW SANITARY SEWER (SS) ® WATER METER EXISTING PRESSURE SEWER (PS) PS NEW PRESSURE SEWER (PS) • BLOWOFF srs EXISTING STORM SEWER (STS) Q POWER POLE STS NEW STORM SEWER (STS) 0 LIGHT POLE '^ EXISTING WATER GUY WIRE W NEW WATER PW EXISTING POWER (UNDERGROUND) ® POWER PEDESTAL Poe EXISTING POWER (OVERHEAD) m TELEPHONE PEDESTAL uGU ucu NEW UNDERGROUND (TV, POWER, PHONE) ® GAS METER NEW ELECTRICAL CONDUIT EXISTING GAS 19 CABLE TV PEDESTAL ,r ry EXISTING CABLE TV Fm -A Ll MAIL BOX EXISTING FENCE > FLOW DIRECTION ARROW X NEW FENCE TREE (EVERGREEN) S-` SILT FENCE (S -F) TFC TOP FACE OF CURB TREE (DECIDUOUS) BFC BOTTOM FACE OF CURB DETAIL # DETAIL REFERENCE AC ASPHALT 1/ SHEET III CONC CONCRETE FF FINISH FLOOR FG FINISH GRADE NEW CONCRETE OG ORIGINAL GROUND E] NEW ASPHALT NEW PATH BORDER SPRINGFIELD UTILITY BOARD - WATER DIVISION STANDARD LAND DIVISION NOTES 1. ALL WATER INFRASTRUCTURE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST SPRINGFIELD UTILITY BOARD - WATER DIVISION (SUB) STANDARD CONSTRUCTION SPECIFICATIONS AND DESIGN AND CONSTRUCTION MANUAL. THE LATEST ITERATIONS ARE AVAILABLE AT. civil 0 structural Lee,vying architecture planning i.e. Engineering, ino. 809 SE Pine & Roseburg, OR ieengineering.mm ,G I Ne 81111 PE O<AS R. J EXPIRES. 06/30/2023 2. PRIOR TO ANY WATER INFRASTRUCTURE CONSTRUCTION, A PRE -CONSTRUCTION MEETING IS REQUIRED. REFER TO THE OiM1urslon Ne \ G St INFORMATION. O 3. SUB ASSUMES NO LIABILITY PERTAINING TO CONSTRUCTABILITY OF THE PLANS AND DESIGNS PROVIDED HEREIN. IT IS THE SIGNING ENGINEERS RESPONSIBILITY TO LU W ENSURE THE LAYOUT OF THE WATER FACIL171ES PROVIDED IN C) THESE PLANS DOES NOT CONFLICT WITH OTHER U77LIRES IN n THE PROJECT. 4. NO WATER INFRASTRUCTURE MAY BE BURIED UNTIL A SUB D REPRESENTA7I VE HAS INSPECTED AND APPROVED THE WATER mai INFRASTRUCTURE FOR BURIAL. NO MORE THAN 500 LINEAR NM[F65,e FEET OF WATER LINE TRENCH MAY BE LEFT OPEN FOR "� [y INSPECTION AT ONE TIME. BSt rt.F 9� TO TAKE PRECEDENCE OVER ANY AGREEMENT SIGNED BETWEEN THE OWNER AND SPRINGFIELD UTILITY BOARD WATER DIVISION. IF ANY DISCREPANCY IS NOTED, THE SIGNED AGREEMENT SHALL TAKE PRECEDENCE. 6. THE PROGRAM MANAGER SIGNATURE BELOW INDICATES THAT cd THE PROPOSED WATER INFRASTRUCTURE ON THIS SHEET HAS Q Malp S[ O MINIMUM REQUIREMENTS FOR CONSTRUCTION. THE APPROVAL PERTAINS ONLY TO WATER INFRASTRUCTURE ASSOCIATED WITH THIS PROJECT, ON THIS SHEET 5118 PROGRAM MANAGER APPROVAL DATE Blueb¢Ile Way Q a y 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. 8. 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. 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. T T.`!'UXTTI ------(ELEV.)------ EXISTING CONTOUR ELEV. O MANHOLE (MH) ELEV. NEW CONTOUR ELEV. ® CURB INLET (CI) .......................................... EXISTING EDGE OF AC OR GRAVEL -------------- SAW CUT ® CATCH BASIN (CB) EXISTING RIGHT-OF-WAY CLEANOUT R/W NEW RIGHT-OF-WAY Q FIRE HYDRANT ss EXISTING SANITARY SEWER (SS) 0 VALVE SS NEW SANITARY SEWER (SS) ® WATER METER EXISTING PRESSURE SEWER (PS) PS NEW PRESSURE SEWER (PS) • BLOWOFF srs EXISTING STORM SEWER (STS) Q POWER POLE STS NEW STORM SEWER (STS) 0 LIGHT POLE '^ EXISTING WATER GUY WIRE W NEW WATER PW EXISTING POWER (UNDERGROUND) ® POWER PEDESTAL Poe EXISTING POWER (OVERHEAD) m TELEPHONE PEDESTAL uGU ucu NEW UNDERGROUND (TV, POWER, PHONE) ® GAS METER NEW ELECTRICAL CONDUIT EXISTING GAS 19 CABLE TV PEDESTAL ,r ry EXISTING CABLE TV Fm -A Ll MAIL BOX EXISTING FENCE > FLOW DIRECTION ARROW X NEW FENCE TREE (EVERGREEN) S-` SILT FENCE (S -F) TFC TOP FACE OF CURB TREE (DECIDUOUS) BFC BOTTOM FACE OF CURB DETAIL # DETAIL REFERENCE AC ASPHALT 1/ SHEET III CONC CONCRETE FF FINISH FLOOR FG FINISH GRADE NEW CONCRETE OG ORIGINAL GROUND E] NEW ASPHALT NEW PATH BORDER SPRINGFIELD UTILITY BOARD - WATER DIVISION STANDARD LAND DIVISION NOTES 1. ALL WATER INFRASTRUCTURE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST SPRINGFIELD UTILITY BOARD - WATER DIVISION (SUB) STANDARD CONSTRUCTION SPECIFICATIONS AND DESIGN AND CONSTRUCTION MANUAL. THE LATEST ITERATIONS ARE AVAILABLE AT. civil 0 structural Lee,vying architecture planning i.e. Engineering, ino. 809 SE Pine & Roseburg, OR ieengineering.mm ,G I Ne 81111 PE O<AS R. J EXPIRES. 06/30/2023 2. PRIOR TO ANY WATER INFRASTRUCTURE CONSTRUCTION, A PRE -CONSTRUCTION MEETING IS REQUIRED. REFER TO THE a SUB WATER DESIGN AND CONSTRUCTION MANUAL FOR MORE INFORMATION. 3. SUB ASSUMES NO LIABILITY PERTAINING TO CONSTRUCTABILITY OF THE PLANS AND DESIGNS PROVIDED HEREIN. IT IS THE SIGNING ENGINEERS RESPONSIBILITY TO LU W ENSURE THE LAYOUT OF THE WATER FACIL171ES PROVIDED IN C) THESE PLANS DOES NOT CONFLICT WITH OTHER U77LIRES IN n THE PROJECT. 4. NO WATER INFRASTRUCTURE MAY BE BURIED UNTIL A SUB D REPRESENTA7I VE HAS INSPECTED AND APPROVED THE WATER z a INFRASTRUCTURE FOR BURIAL. NO MORE THAN 500 LINEAR FEET OF WATER LINE TRENCH MAY BE LEFT OPEN FOR INSPECTION AT ONE TIME. 5. SUB'S STANDARD LAND DIVISION N07ES ARE NOT INTENDED TO TAKE PRECEDENCE OVER ANY AGREEMENT SIGNED BETWEEN THE OWNER AND SPRINGFIELD UTILITY BOARD WATER DIVISION. IF ANY DISCREPANCY IS NOTED, THE SIGNED AGREEMENT SHALL TAKE PRECEDENCE. 6. THE PROGRAM MANAGER SIGNATURE BELOW INDICATES THAT cd THE PROPOSED WATER INFRASTRUCTURE ON THIS SHEET HAS Q BEEN REVIEWED AND APPROVED FOR MEETING SUB WATER MINIMUM REQUIREMENTS FOR CONSTRUCTION. THE APPROVAL PERTAINS ONLY TO WATER INFRASTRUCTURE ASSOCIATED WITH THIS PROJECT, ON THIS SHEET 5118 PROGRAM MANAGER APPROVAL DATE CALL BEFORE YOU DIG I C 1 ONE CALL- (800) 332-2344 OAR 952-001-0010 THROUGH OAR 952-001-0090 a LU W o z � z a Q d Q y C9 Z 3 d N� 5 LU LL q w CALL BEFORE YOU DIG I C 1 ONE CALL- (800) 332-2344 OAR 952-001-0010 THROUGH OAR 952-001-0090 CALL BEFORE YOU DIG 1 � `e � ONE CALL- 18001 332-2344 0' 10' 20 40' OAR 952-001-0010 THROUGH OAR 952-001-0090 SCALE V=20' civil 0 structural surveying �� architecture planning i.e. Engineering, ino. 809SE Pine S[ Roseburg, OR ieengineering.mm �INf 81111 PE % -"RY 14. - p� O<AS R. J EXPIRES. 06/30/2023 c 0 U N N law C3 0 y H Z W o > � a H C3 Rr CL CL a y � C9 0 Z � a CL y 5 z m o CrC LU C3 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. --- 7. CONSTRUCT TRASH/RECYCLE ENCLOSURE PER DETAIL. PLANS FOR STRUCTURAL DETAILS. B. MARK STANDARD HANDICAP PARKING SPACES PER DETAIL. SEE ARCHITECTURAL 9. PAVEMENT STRIPING — 4" WIDE PER ODOT/APWA 008600 STANDARDS. 10. INSTALL REMOVABLE BOLLARDS AS APPROVED BY FIRE DEPARTMENT. 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 30mils 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. civil 0 structural Leosurveying architecture planning i.e. Engineering, im. 809 SE Pine S[ Roseburg, — ieengineering.cnm ■ 1 ■ I Ne to � 81111 PE Ni 177 9 5024 �'y�4v, 1a. 0<AS R EXPIRES. 0f✓30/2023 CALL BEFORE YOU DIG I ONE CALL- (800) 332-2344 OAR 952-001-0010 THROUGH OAR 952-001-0090 0' 10' 20' 40' a y SCALE V=20' c 0 U U N w ro 0 C4 a y H Z W o > � a H C3 Rr Q CL oc CO3 x c 2m y > e CL CIOcc 5 z m o cc ILLI- �' z C4 KEYED CONSTRUCTION NOTES: \496.85 498.80 \ CONC a 1. CONNECT NEW 12" N-12 STS PIPE 5. INSTALL 24" GIBSON STEEL CATCH 7. INSTALL 24" GIBSON STEEL CATCH 10. INSTALL 24" GIBSON STEEL CATCH CO NC 496.as TO EX 12" PIPE. INV= 489.19 BASIN W/ HINGED SEDIMENT TRAP BASIN W/ HINGED SEDIMENT TRAP BASIN W/ HINGED SEDIMENT TRAP a CO.. & FLOGARD+ CATCH BASIN INSERT & FLOGARD+ CATCH BASIN INSERT & FLOGARD+ CATCH BASIN INSERT 496.90 2. INSTALL 12" N-12 STS PIPE. FILTER FILTER FILTER 4984 o a _ �_ a-_ civil LENGTH AND SLOPE PER PLAN. GRATE= 494.10 GRATE= 495.00 GRATE= 495.05 496.80 structural 8" INV OUT= 492.90 8" INV OUT= 492.45 8" INV OUT= 493.45 496.90 CONIC - CONIC • 3. INSTALL OVERFLOW CB v o surveying architecture GRATE= 493.30 6. INSTALL 24" GIBSON STEEL CATCH B. INSTALL 8" N-12 STS PIPE. 11. INSTALL 24" GIBSON STEEL CATCH F, I Leo � 12" INV OUT (W)= 490.50 -: BASIN W/ HINGED SEDIMENT TRAP LENGTH AND SLOPE PER PLAN. BASIN W/ HINGED SEDIMENT TRAP PIP 496.90 896.89 o a -:- planning & FLOGARD+ CATCH BASIN INSERT & FLOGARD+ CATCH BASIN INSERT W'. CONC - / 4. ---- F FILTER 9. INSTALL 24" GIBSON STEEL CATCH FILTER tx {96.90 �• CONC / GRATE= 494.10 BASIN W/ HINGED SEDIMENT TRAP 4" PIPE STUB INTO PLANTER., _ a96.a5 0 496.80 l 8" INV OUT= 492.90 & FLOGARD+ CATCH BASIN INSERT INV 12" BELOW GRATE. 896.88 - ON .�- - a$. I / I ie Engineering, inc. FILTER GRATE= 495.00 ^ AC �) 12. INSTALL 4" STS PIPE 0 1% �', (MATCH EX) 496.85 4azoo CONIC / 809SE Pi%Sl aorebnrg,0a 496.55 8" INV OUT= 493.45 495.88 CONIC (MATCH EX) DETAIL 'A' t 496.90 CONIC (MATCH EX) : ;. ;. AC (MATCH E%) AC (MATCH E%) \ ,tom, ff : ieengiering.wm ' - _ - ° _ I -I0 496.75 E_X_ \ - _ _ -\ 496.36 - 496.26 495.{5 _ - _ .: 495.45 _ 495.75 - - ` ❑ ❑ 497.30 497.80 _ 497.80 r.01411. -' / \ AC MATCH EX AC (MATCH EX) 0000❑❑❑❑ ( ) 1 i FG 1 FG FG \ ❑❑❑ 0000❑ - - CONIC - t CONIC - - CONIC a/1 0 PROF,, \ / - \FWAg0O 0'a 4O ❑❑❑❑❑❑❑❑,p ❑❑❑❑❑❑❑❑❑❑❑❑ 495.450p�0000❑Bsl❑❑❑❑❑❑❑❑❑❑0 ❑❑ e-❑❑❑❑❑❑ -_ 0000❑ v❑flb I• �\ _- _ ° ° _ v '.`- SE.� SS /p CONGO 5 ❑❑ 00❑❑❑❑ q_U.0'6 ❑❑❑ 0000❑❑❑❑❑❑no-❑-6❑❑❑q❑❑❑❑❑❑❑D ❑❑0000❑❑❑❑❑❑❑ 0000 ❑❑❑ ° _ $ '•' • ° _ y° 496.25 -- °' ° " °' �`� I N f ❑ 495.16 00❑000❑ FG ❑00❑�0.000o 0.p 000❑000❑000❑000❑000❑❑ 'WOO 495.72 ❑❑00o❑ao0❑00o❑❑00p❑00❑❑00❑ 495.1200❑❑00❑❑495.62 ❑❑ ❑0❑❑496.12 CONIC CONIC\ "v • • - - •°' ° 4" F y �81111PE P 493.80 �/ - 1 / 493.80 TOP BABIN {95.15 �❑❑0000❑ ❑❑`o❑❑❑rnp❑❑❑ ❑❑❑❑❑❑❑❑❑❑❑ CONIC ❑❑❑❑❑•fi ❑❑❑❑❑❑❑❑❑❑❑ ❑❑❑❑❑❑❑❑❑ CONIC m❑ -09"99 ❑ ❑❑❑❑❑GONG 494.00 494.00 TOP BASIN CONIC 895.00 y �. • - - TOP BASIN ° ° ° ° °.. a - a. ° 497.20 497.70 {97.50 497.50 497.50 497.70 497.00 496.90 ° ° \ CONIC CONIC FG FG / FC FG CONIC Ni TOP BASIN \ TFC • -d ° \ ° 494.70 Po •00 r 494.5° 495.00 495.50 496.00 '' • v. °v ° \v- 495.50 ' 496.13 \ / • _ /.e ,v ,° Y ° ° ° • ° TFC .TOP BASIN - -.� - v ° - v ----TOP BASIN TFC TFC FG ° TFC CONIC 498.00 498.20 F F F �N 496.90 ae: 2 d I _ \694.00 ..- ° FG6.00 FG FG FG7.5 0 CONIC yHl' 4 O�4i g4_ 495.10 FG - - - -` E 494.70 FN F 8" INV= 493.00 fG 5.30 N a- "rn AS R 8" INV= 491.80 coNc FG \\ / BOTTOM OF BASIN / / 8" INV= 492.00 BOTTOM OF BASIN a94.zo BOTTOM OF BASIN I Fc ""' 498.35 498.35 498.35 498.35 EXPIRES. Of✓30/2023 491.80 493.50 496.20 493.00 \ / / / 492•pp FG FC 495.00 CONIC CONIC \ / CONIC CONIC 3 494.00 496.70 I . v TOP BASIN 8" INV= 492.00 iG TOP BASIN / 496.85 496.85 496.85 496.85 ❑ ° .492_ 494.00 CONIC CONIC CONIC CONIC 493 FG / FF= 498.50 494 W N / \ 49 .80 TOP BASIN / 493.80 \ \ _ _ - _ - r / TOP BASIN - . FF= 497.00 95 \ 90 LF 8 494.50 - _ .. .: .. .. 0.50% \ \ 498.00 498.00 498.00 498.00 \ CONIC CONIC 498.00 CONIC CONIC .. V1 695.35 695.35 695.35 {95.35 694.00 495.00 496.35 496.35 498.35 696.35 CONIC 495.35 \ 494.85 • CONIC CONIC CONIC CONIC TOP BASIN TOP BASIN CONIC CONIC CONIC CONIC {96.50 498.50 498.50 496.50 - - CONC CONIC \ 140 LF CONC CONIC CONGO CONIC CONIC coi. o FF= 495.50 _ 6 Oso% FF= 496.50 - - \ \ / \ � � S S S S a •� / \ ° v 494.50 CONIC ° e a FG - \ ( - - 497.85 TFC 497.85 TFC 497.85 TFC 495.00 495.00 495.00 495.00 67 - _ - - 496.00 496.00 498.00 496.00 496.00 496.00 • 497.35 BFC 497.35 BFC 497.85 TFC 497.35 BFC \ \ V1 CONIC CONIC CONIC CONC $ 496.00 �1 CONIC CONIC CONIC CONIC FG FG / ° 497.35 BFC 495.00 , -� 0% 49 CONIC �q \ •, 497.45 TFC 497.80 TFC ® 497.80 TFC 497.30 BFC \ CONIC - - _ � _ -. ' ° 498.95 BFC 497.30 BFC \ ° 5 6 \ ST$ - . STS v ° 496.30 TFC 497.85 TFC e CONIC 7 _ �. F S S / iQ v 495.80 BFC 497.35 BFC 497.50 TFC \ CONC 8 - - - 1 1 S .. ° ° g 9 _ • v -. °. °. � 497.00 BFC \ .: 494.50 FF= 495.50 ,.. FG • e e e e e e {96.00 TFC 4� v 'N _ 495.80 494.80 TFC 494.85 TFC 495.70 TFC {95.85 TFC 495.75 TFC 695.50 BFC 496.50 BFC 11 AC7.20 I� 495.35 TFC 494.80 TFC 494.30 BFC / 494.35 BFC 495.20 BFC 495.35 BFC �$ U U / 495.50 TFC 495.55 TFC 495.25 BFC 497.10 TFC \ \ CONIC 494.10 BE 494.60 TFC 494.80 TFC 1 1 694.10 BFC 494.80 TFC 495.80 TFC Q 495.30 BFC / 495.00 BFC 495.05 BFC 495.95 TFC 496.60 BFC - 494.30 BFC 494.10 BFC / 495.45 BFC / 496.70 TFC /: 495.00 495.30 TFC \ 496.20 BFC 497.55 TFC ., ,. CONIC 495.70 TFC 494.80 BFC 495.50 TFC 495.85 TFC / 496.85 TFC 497.20 TFC 496.70 BFC 497,05 BFC �\ / 495.20 BFC 495.00 BFC 495.35 BFC ( 496.35 BFC 11 497.45 TFC 497.40 TFC e e e e 498.95 BFC 498.90 BFC FG4.50 v° - - - 1 - - / - - - - - 496.35 CONIC N ��I� \ ® ° 497.50 TFC > - 'N 495.00 _ _ - \ 496.80 497.50 TFC CONIC ® _ - 496.35 CONIC 496.80 TFC CONIC 497.00 BFC 495.35 � � `L0. 496.30 BFC 497.30 TFC 497.70 TFC TFC 496.85 TFC 496.85 TFC 496.80 TFC °.. 497.10 TFC 496.80 BFC 497.20 BFC 495.55 TFC / 496.30 CONIC i - 496.35 BFC 496.35 BFC 496.35 BFC 498.30 BFC 496.95 496.60 BFC C / 495.05 BFC i • • S CONIC O o e 496.95 496.70 6.70 CONIC 6.50 495.00 497.35 TFC ° •/ ° °. ° . > FG fG FG CD FG r=fi e e e e e e e 696.85 BFC ° °v \ / 496.35 CONIC 496.35 CONIC / S Sit S S• S OJ Q 5TS 496.60 497.00 498.80 TFC 497.45 TFC ° FC CONIC / \ 496.30 BFC 496.95 BFC \ / _A. - - / \ \ 696.90 497.35 698.9° TFC - \ CONIC _ _ / - - - - - - \ \ CONIC 496.47 / 496.40 BFC 497.00 497.00 697.00 497.00 {97.00 497.00 \ {96 93 CONIC CONIC CONIC CONIC / CONIC ^ CONIC CONIC \ CONIC CONIC \ CONIC - - - �J \ \ 497.00 CONIC 496.40 TFC {95.90 BFC - - - - - - - - - \ 1v� FF= 49'x.50 _ _ T FF= 477:50 - 496.50 I 496.50 TFC 496.25 TFC / FG 496.00 BFC {98.50 TFC 495.75 BFC / 497.35 SEE DETAIL 'A' I :{ a 496.00 BFC 496.50 TFC 497.35 CONIC �' 496.50 TFC 496.00 BFC 497.35 497.35 696.85 CONC / 497.35 498.85 497.35 497.35 497.35 497.35' N 497.00 496.50 TFC / / 496.00 BFC 496.75 TFC _ CONIC CONIC CONC CONIC CONIC CONIC CONIC I CONIC CONIC +� cd 496.00 BFC / / 1 496.25 BFC 497.35 fI -.- 496.70 TFC U - _ U U 0 , , CONIC ° 496.70 TFC 497.30 TFC 497.35 - - - / 498.70 496.20 BFC / 496.30 TFC � \ ° v ` o ` '•" ° 498.20 BFC 496.80 BFC :' CONIC 1 ` CONIC e e d� e e 695.80 BFC \ \ 1 ( ° 698.50 496.50 ° 496.50 496.80 °496.50 ' FG 496.90 TFC •vI N 496.50 / _ m / 497.50 4 ° / ° v • • `• - ., v .° w .° '° v •. 496.85 496.50 F 1 1 496.40 BFC \ 496.50.° 498.85 / 496.85 496.85 TFC m •m [� FG -FF • / ° _' 496.70 ° CONIC FG , CONIC FG CONIC CONIC CONIC 496.00 BFC 497.00 / 11 496.90 TFC 1 1 496.50 m 496.50 TFC/CONC °4. 496.75 496.75 FG 496.70 496. 0 BFC CONIC 498.50 496.50 496.50 498.x0 BFC ° CONIC CONIC ° v CONIC 496.80 FG 696.85 496.70 °p _ CONIC 1 497.35 CONC FG FG FG496.85 496.35 496.30 TFC F49 -6.5 -0T -FC] 496.75 °v CONIC CONIC > • I° CONIC CONC I 497.00 48 / •v' CONIC 495.80 BFC 496.00 BFC ° 498.70 -.-• 496.75 CONIC ° ° - / 496.65 496.80 / CONIC -"a° - 496.85 CONIC .496.50 496.80'•x' 496.50 498.80 0 CONIC v CONIC 498.85 496.80 \ 496.85° TFC/CO NC �q ° • ^ S' ° CONIC FG FG S CONIC CONIC 496.50° S Sa CONIC CONIC CONIC 496.50 FG ° / 498.50 • 496.50 {96.50 498.50 496.50 N- - - FG d - FG - FG \._. FG y FG I / 497.00 / ° ® 497.00 /a, •� 497.00 d Z P / 997.00 497.00 CONIC 497.00 497.00 L / 497.00 497.00 C90NC 697.00 497.00 \ 497.00 497.00 CONIC 497.00 497.00 W I 497.00 CONC CONIC a CONIC CONIC / CONIC CONIC CONIC CONC / CONC CONIC CONIC CONIC z a a2 I CONIC 4 \\ /• I a ° H '0 3 r 897.35 / / n // FF= 497.50 \ \ I I FF_ r V CONIC FF= 497.50 49650 TFC 497.10 TFC \ _ / 496.00 BFC 496.80 BFC �/ FF= 497.50CL 498.50 I FG ----- \ CIO / 496.10 TFC 497.00 TFC ° 497.35 497.35 497.35 497.35 497.35 497.35 497.35 497.35 / V 1 495.60 BFC 496.50 BFC CONIC CONIC CONIC CONIC CONIC CON: CONIC CONIC Z z /281 LF 497 496.05 ° 2 0.47% •'o •.o 11 AC •..v _ _ 496.50 FG VIL/..v Al 496.20 _ IN \ / 1 497.35 497.35 497.35 497.35 AC - - F F \ F F CONIC CONIC CONIC CONIC - - - / - _ \ - L / W- o o w _ - = II i - V a - ,� 496.50 TFC :496.90 TFC - - - - "'�:. •.° '`� - - \ - \ - 496.00 BFC 8 _. 496.40 BFC _' \ k. -- _ - - --- ---- -- - - - - - ------ ----- --- " "a - - - - -- - - ' - - - - - - - - - - - - -- -.-.. 1 S $ SJS -.S1S S1S $1$ C5 - --- - - 8 gTTiF�1 _ _ - CALL BEFORE YOU DIG 1 - - - - - - - - - - - - - - - ONE CALL- (800) 332-2344 _ 01 10 20' 40' - OAR 952-001-0010 THROUGH _ _ 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. 6. CONNECT NEW 6" N-12 STS PIPE TO EXISTING 6" PIPE. NiI494.78 497.00 497.00 FG iG FF= 498.00 BASIN O BOTTOM OF BASIN �- F- I = 494.00 494.00 8" INV= 494.00 TOP BASIN � � civil 0 structural Leosurveying architecture planning i.e. Engineering, ino. 809SE Pine Sl Roreburg, OR ieengineeringmm �INf 8111 IPE :in::::::::::: 20' 40' SCALE'. V=20' L/0.509 I -- -- cy -�qy 14. - p� 497.50 497.50 497.50 497.50 FF= 497.50 u - 0<AS CONC CONIC CONC CONC R 496.70 / EXPIRES'. 06/30/2023 497.00 FG ° 70 FG 497.00 497.00 49200 497.00 S S FG CONC I ICONC CO NC OONC 496.85 496.40 ': 496.50 ' 496.40 CONIC FG 496.50 $,' FG FG C FG 497.20 TFC 498.70 BFC e e 497.00 TFC . . 2 496.70 CONIC a 498.50 BFC / / 496.80 TFC .498 ® 496.30 BFC 0 e^ \ ° e o'.. e e \ � 498.40 TFC 496.48 498.43 „ 496.00 TFC 495.90 BFC 496.65 TFC CONC CONIC 495.50 BFC 496.45 TFC 496.15 BFC \ 495.95 BFC 496.75 TFC 4 \ \ 497 496.75 TFC 496.25 BFC 696.35 TFC \ 496.25 BFC 496.40 TFC 495.85 BFC \ i 495.90 BFC \ \ \ - - 498.00 TFC 497.10 TFC - - - - 497.50 BFC 497.75 TFC 497.70 TFC 496.60 BFC - - J 497.25 BFC 497.20 BFC 9 D e e \ \ N 497.30 TFC ® \ 496.80 BFC ® \ 497.35 TFC 497.30 TFC 4 7.30 TFC v e 496.85 BFC 496.80 BFC 496.80 BFC S S o 496.50 ° 498 497.00 497 55 AC 496.75 TFC t CONIC 497.00 CONIC 496.25 BFC - 497.85 FG \ CONC 497.50 497.00 CONIC CONIC _ \ / 497.35 < 497.00 S 497.00 - 497.00 i CONIC v FG FG FG 5 4 498.90 CONIC .. I 497.50 497.85 497.35 497.35 CONC CONIC CONIC CONIC 497.00 CONIC 497.50 497.50 / \ •' CONIC ( 497.50 497.50 - CONIC 497.00 CONIC / "8 CONC CONIC - p' -� CONIC \ R y�--' coec° aezes a . FF= 498.0 z CONIC �, / o - rky 497.35 497.35 497.85 TFC "-' CD S� CONIC CONIC 497.35 BFC 496.95 496.95 TFC --- - - - ;' 497.85 497.85 1 \ 497.35 CONC 497.85 / AC 496.65 BFC FF= 498.00. \ 497.85 CONIC CONIC CONC CONIC _ _ 497.85 497.85 \` / CONIC .\ - CONIC CONIC 497.25 � TFC � t] 497.85 -.v-. y 496.75 BFC CONIC 697.00 \ \ FG 497.00 - m r 497.35 FG 5 ., O e, a CONIC 497.85 . 497.35 CONC 497.00 497.35 '- T P� 497.30 FG CONIC 5 496.60 TFC 497.50 CONIC 497.00 CONIC 697.35 697.30 497.30 497.25 496.10 BFC CONIC CONIC CONIC 497.25 .FG 497.35 CONIC CONIC - CONIC - CONIC 497.35 - - - ->- 497.05 TFC 496.45 TFC 3 N 497.25 CONIC - / - ,� - . 496.55 BFC 495.95 BFC I 497.30 v g CONIC \ v CONIC � -' CONIC CONIC ggg,g5 497.50 � °v ' CONIC � CONIC 697.85 v cd CONIC 497.30 497.30 497.00 497.00 497.35 CONIC ' 497.00 .- CONIC \ FG FG 496.20 496.20 TFC $ FG AC 495.70 BFC CONIC 697.00 497.85 FG / / > CONC - 496.20 TFC d 497.50 497.50 497.50 497.50 497.50 n. CONC CONIC CONIC CONIC CONIC v '� m s 3 E FF= 498.00 w 3 497.85 497.85 497.85 497.85 o CONIC CONC CONIC CONC, 5 495.60 AC 5 Z LJJ z ¢ x w N 495.60 TFC 495.60 TFC ~ C3 Y . 6 6 495.10 BFC 495.10 BFC Q o v ■ 495.30 AC a p�0 = rn 5 ': 495.15:' :495.15::: a - AC z ti 2 .IMd s - -.� 6 w U XM M1W XOtl XX XOd HOd IMd s 5 m - - - �^ -_,_\ ------------------ CA z \- .ILLI - - O N w M w n C.3 v II o . ':': ..:. ..' 4$Tfl STREET ......... ....::I....... L CALL BEFORE YOU DIG I ONE CALL- (800) 332-2344 OAR 952-001-0010 THROUGH OAR 952-001-0090 --olm 0' 10' 20' 40' SCALE'. V=20' C6 KEYED UTILITY NOTES: INSTALL 8"x8 WYE. 1. CONNECT NEW 8" DI WL TO EXISTING WL (SEE TIE-IN DETAIL) 2. INSTALL 8" DI WATERLINE. LENGTH PER PLAN. w/4" 3. INSTALL FIRE HYDRANT ASSEMBLY 24. 4. INSTALL 8" 90' BEND w/THRUST BLOCK 45' BEND. 5. INSTALL 8" 22Y£ BEND w/THRUST BLOCK INSTALL 6. INSTALL 8" 11Ya BEND w/THRUST BLOCK Roseburg, OR 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. 2-8"x4" WYE 6" INV= 489.90 (FIELD VERIFY LOCATION AND DEPTH) 38. 9. INSTALL 6" 3034 SS ® 0.77. LENGTH PER PLAN. 2-45' BEND 10. INSTALL SS CLEANOUT GENERAL UTILITY NOTES: 11. 4" SS SERVICE CONNECTION TO BUILDING INSTALL 12. INSTALL 4" 3034 SS ® 1.07. LENGTH PER PLAN. 26. 13. CONNECT NEW B" 3034 SS TO EXISTING 8" STUBOUT INV= 490.40 (FIELD VERIFY LOCATION & DEPTH) 14. INSTALL 8" 3034 SS ® 0.57. LENGTH PER PLAN 15. EXISTING SS MH RIM= 496.86 INV IN (W)= 489.77 INV OUT (E)= 489.71 16. INSTALL 6" 45' BEND 17. INSTALL 6"x6" WYE. INV= 490.08 18. INSTALL 6"x4" WYE w/45' BEND. 6" INV= 460.97 19. INSTALL 6"x6" WYE w/45' BEND. INV= 491.50 20. EXISTING SS MH RIM= 496.77 INV IN (W)= 490.44 INV OUT (E)= 490.38 21. INSTALL 6" 45' BEND. INV= 490.46 22. INSTALL 8"x8 WYE. INV= 490.92 40. INSTALL 4" 45' BEND 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 Roseburg, OR 37. 1-8" WYE 32. INSTALL 2-8"x4" WYE FIRE CONNECTION�� 38. surveying 2-45' BEND C3 INV= XX (FIELD VERIFY LOCATION & DEPTH) GENERAL UTILITY NOTES: architecture 8" INV= 491.56 INSTALL 3" DOUBLE CHECK VAULT w/FDC CONNECTION 26. INSTALL 1. WHEREVER POSSIBLE, ALL UTILITIES ARE TO S��Ep ��S G I NP �o INV= XX (FIELD VERIFY LOCATION & DEPTH) 1-8"x4" WYE FP 81111PE Q 1-8"x8" WYE 1-4" 45' BEND 1-8" 45' BEND Q 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 40. INSTALL 4" 45' BEND INSTALL 2" SCH 40 PVC WATER LINE 31. INSTALL 3" METER & BACKFLOW DEVICE 41. INSTALL 8'x8" WYE. INV= XX civil 36. INSTALL 3" SCH 40 PVC WATER LINE LU 809SEPi%St structural Roseburg, OR 37. INSTALL WASTEWATER DRAIN 32. INSTALL 4" FIRE CONNECTION�� 38. surveying C3 INV= XX (FIELD VERIFY LOCATION & DEPTH) GENERAL UTILITY NOTES: architecture 33. INSTALL 3" DOUBLE CHECK VAULT w/FDC CONNECTION 39. planning 34. INSTALL 3" SCH 40 PVC FIRE LANE 35. INSTALL 2" SCH 40 PVC WATER LINE y i.e. Engineering, ino. 36. INSTALL 3" SCH 40 PVC WATER LINE LU 809SEPi%St Roseburg, OR 37. INSTALL WASTEWATER DRAIN � a ieengineering.mm 38. CONNECT NEW 6" 3034 SS TO EXISTING 6" STUBOUT C3 INV= XX (FIELD VERIFY LOCATION & DEPTH) GENERAL UTILITY NOTES: PROFESS 39. CONNECT NEW 8" 3034 SS TO EXISTING 8" STUBOUT 1. WHEREVER POSSIBLE, ALL UTILITIES ARE TO S��Ep ��S G I NP �o INV= XX (FIELD VERIFY LOCATION & DEPTH) BE PLACED UNDERGROUND. FP 81111PE 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' O<AS R. J EXPIRES. 06/30/2023 c 0 U U N C7 0 y LU > � a H C3 Rr Q CL Q y C9 Z � CL V! 5 � o R LU - C7 ASPHALT CONCRETE PAVEMENT NEFERIOSTANDARD w DRAWNG5VFOF CHOSESSAL ICIIWL9 +rz PAI!ENFNYwNTH Id MSHEDRIXNfiNt 4' IMINIMUNI ASPHALT CONCIRETE THICK ITMN PIACEDPROORM PAWING W NGWOR9EmE MEMUMNS) CIIVA'ANDARDa1RS&GUTTERPUCEDNY-3'LIFF9 _ REER TO STDUWG 35 _ 2%611N CRJ9GGLOPE CROWN � 2e" IN � f-- �MIN �mo.aw.�A.oa�.P le INAMMAI W MINJSCRUSHFG Fork FIRM COMPACTED SUBGRAOE FORN£T90EORAINTERWEATHER CIX.TRUCMIN,M' flFA'SAVAM A9 DIRECTED BY THE CITY INSPECTORft MIN) PLACE GEOTEMILE CAERE AND REPLACE" ADDRKHAL314' MIN LS CRUSHED RWK. OCTOBER THROUGH MAY YKCALLY RE ERT09TANDARO PORTLAND CEMENT CONCRETE PAVEMENT DRAWING344FOR CROSSSECTI AD i CR0959ECTIalS _. 112PAVFMDR WOTx an Ke e. Z CRU?EDRO:X BALN4i rrylxwuudscrueboasToori U IT MIN nACEU NNORTOPAVBVG crosrnNl3wm WRBacuTTER REFERTOSTDOWG35 TIEUCCNflua JLYNi 1 X,,NCRWSSLOPE CROWN 2% MIN 5%MN REFERTOSIDDWG3E a .. \ 6•(MINIMUM1344•MINUSCRUMB'D ROCK 1 -/ FIRMWWXTEDSUW w FURWET OIL CRWJNTER MATHER 11\I /GLI AYI IIM,04EREMCAVATEA901PEC1EO BY •wi�rxom'"�in i THECRYINSPECTOR(FIAN)PLACEGEOTEXRLE CONCRETE PAVEMENT JOINTING NOTES FABRICANDREEACEWTHADolTlouel Di. REFER TOSTANOARD DRAWING M FOR JOINING DETAILS MINUS CRUSHED ROCK, OCTOBER THROUGH MAY RNIIFR STRIP MOAN RA RN15 (1S' IY%CVJ TYPICALLY • SMSIU4LIXW6591'EIIIFIENgI TRUE lift CAIE111MXXWYS FLRORYNXMLYWLPAMEDI1BGRNF, TNERIYIXGECTOAMAYAEOUR ONPEXCA"not (3'MPoNWI1Np INEPVIFA£Xi X Numb I!IE"Amagn ebonexpre,him..INs.W£AFRNPAVENEW WE. • AEFPoTO UGERGISE!aW1 AUNSTAXOAW SUCIM.ATpNS PUR XOAWIAYSMX W I:AIPAI:IIgI XEOXIXNENI3 • SDMM MCCUS NN MPIMEx'IALDRIVEWAYSSNLL SENA P9 NIwuwM FHOSTRENOIN OWP31 MMNNM VB SIRE MUCK NR • CMVNGMCUROSf WMMWMWkIy-Warr n sir BETTED Mingram O CTFFXGMIN3 PCI MINIMMLMSIMGI)AISN% M%CCANTE • MMSTEPAVdENTSItUMeet P31 MINGERA1 Top 9TRKBH"HUM MflNMIUBAREWPED0MMRCUNTRERMTH I LPNXUBFlACNAD)MOAEMTE. • PAVEMENT AVUd IDAB SNAL BEOM UTDTFEC!IY FIpMgIW&MMIONS SOPECRUPPASUP WE. • Rending goolH WSMV MUS: MaINNXAIM RP PA1Oq/ssXP.IXGNWSPENIFIIA1gE A O 0 STANDARD CURB & GUTTER 1/4' UP BETWEEN PER PIAL 6" -• jhF+- mLE & GUTTER FLOW UNE / -Vz^ REAUS (TYPICAL) f 24'x'-.� EXTRUDED CURB MOUNTABLE CURB & GUTTER FULL DEPTH CURB I- (8aoTi°e¢aIt"i�ERo°vl"1s;21, 24" g5 DEFORMED STEEL BARS 2 IMBEMENT EA. SIDE 0 12" O.C. TYPICAL NOTES • WHERE CONCRETE PAVEMENT WILL BE USED, CONTRACTION JOINTS SHALL BE PLACED TO MATCH TRANSVERSE CONTRACTION JOINT LOCATIONS IN STREET PAVEMENT AND 24!'95 REBAR TIE BARS SHALL BE PLACED IN GREEN CONCRETE. • CURB AND GUTTER SURFACES SHALL HAVE A BROOM FINISH PARALLEL TO THE LENGTH OF THE CURB, • SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL DRIVEWAYS SHALL BE 3,000 PSI FIELD STRENTGH (3,450 PSI LAB STRENGTH) 6.0 SACK MIX CONCRETE. Mw'RXACRON vDemea - W\OZ\\ XO MAZC\\ S\OEWWX W\OSH �3 ON CENSER I`lP\ ll K' W\� PUNS 5 vaN\NA EY.PPNS\ON ugei M CN CFN\ER IAAX NICQN EXFANS\ON Np\KIS \N CURB `NNERE PASS\BLE CURBSIDE SIDEWALK .Rope UNE IXISINC IXISANG 501 MV(. SLOPE 3My uOpE SO PANG OJa k G.RRR 9GElell% Mtt,1H FER PIANS (5' TACAL) 6' Ay, \V Aid IV MAK LOAM SLOPE TO AGO ONE LJNE 2" MINIMUM OF 3/4" MINUS_ II 'I- 1y FlRM COMPACTED SUBGRADE COMPACTED CRUSHED ROCK i - CRUSHED ROCK BALLAST 4" MINIMUM P.C. CONCRETE PLACED PRIOR TOOSTREET PAVEMENT Curb and gutter SETBACK SIDEWALK GENERAL NOTES FOR ALL DETAILS ON THIS SHEET: 4H 1V MAX SLOPE TO PROPERTY LINE •wi�rxom'"�in i DISINO D611NG 50:1 1YPICAL SLOPE 50:t Al SLOPE L PAVTL (Type varies) RNIIFR STRIP MOAN RA RN15 (1S' IY%CVJ 1. Curb ramp details are based on applicable Door Standards. �Ay ,n (See general notel0) ;h � LOAM SSE Const. V wide (Nom.1 curb at back Of Lutter NL�'I-TIL-' 2. See Std. Chugs. RD200 & RD701 for curbs. CL curb ramp unless otherwise directed Zero lip Free from vertical obstructions CRUSHED ROCK BALLAST See Std. Phi RDRO & RD221 for sidewalks. PLACED PRIOR TO STREET PAVEMENT Detectable warning Counter +4,0%max. I min See Sol D095. RD902 through RD908 for detectable warning surface Installation tletalls. See Sttl Deg TM240 for crosswal k closure detal slope surface an A Maz+50%frfshal `I rf ere slope) 1 2 E 0% Var. 3 Site conditions normally require a project specific design. See project plans for details not shown. T- es rn e H=16" 4. Tooled tlummyjoin[s are required at all curb ramp grade break lines, (see Sell. Dwg. RD722). �y C 1 5. Curb ramp slopes shown are relative to the true level horizon (zero bubble). d ANSI. base P.C. cone CL 6. Place detectable warning surface at the back cf curb for a minimum depth of 2' in the direction TE •. 7 tiT.""• ••.......,r of pedestrian travel full width of curb ramp opening that Is adjacent to traffic. on m a We 5 ' 2. Grade breaks at the top and bottom Of curb ramp runs shall be perpend cularto the direction w ¢a_ F & xx at 2 a We atN V of the ramp run. Grade breaks shall not be permitted on the surface of ramp runs and turning Curb and gutter - SECTION A -A spaces. Surface slopes that meet at grade breaks shall be flush. (See general nate 11) A -7 - B. When 2 ramp runs are immediately adjacent, the curb exposure (E) between the adjacent side _ ---__ may range between 3" and full design exposure. Detectable warning surface full l Top of curb shall be 9. Curb ramps for shared use paths intersecting a roadway shall be full width of path, excluding width of curb opening flush with ramp run flares. When a curb ramp is used to provide bicycle access from a roadway to a sidewalk, the Curb ramp width z 4.5' curb ramp opening will be i B' wide, (see Std. Dwg. RD909 for additional details). (See general note 6) 10. Place an Inlet at upstream side of curb ramp or perform other approved design mitigation. Check the gutter flow depth at curb ramp locations to assure that the design flood does not overtop the back of sidewalk. PARALLEL CURB RAMP DETAIL 11. On or along state highways, curb and gutter is required at curb ramps. LEGEND. ' 20 0 Sidewalk Area of closed crosswalk Edge of _.._.. _._.._._ _._.._. _. _.._ travel lane _.._._.. ... Detectable warning surface Level area (Turning space/landing) Crosupport cted 54.5'A y (See gealkcl note (See general note 2) With obstruction With obstruction 4.5' x 5.5' (Longer dimension n direction of pedestrian � •• street crossing). 20% finished •M•Q• L Curb For the purposes of this application amax surface slope (for 9c 0 and gutter drainage) measured perpendicular in two directions s considered level. Se COG' �\� / (See general note l l) Q Qr Cross slope 1.5% max (Max 2.01% finished surface slope) (Normal sidewalk cross slope) Curb and gutter Q Grade break \ Q F Running slope 7.5% man. (See general note I IF y (See general note J) \,v (Max 8.3% fn shed surface slope) f} Counter slope 4.0% max. ascendor descending, Q (Max. 5.0%aft slope) Slope as required for drainage V ` See gen. note 6 / .':+- ~^f rrr ti L ) 4'x4' clear space =Z, fir �'\ `See den. note 6 Ycau \ \ care. oox No. N/A sDA AT,_______14_1_A_N-_2_02_2_______ '� iiiT Q \ NOTE: All material andwarkmarship shall heinaecordancowuh \ Grade break \ \ \ The selection and use of this the current Oregon standard speanmNons OREGON STANDARD DRAWINGS ai (See general note 2) (See general i (see general note 2) Standard Drawing, whileh IL IL signed in accordance with _ acceptedengineer PARALLEL CURB RAMP ingprinciPles and practices, - - is the sole responsibility of the user and should not be2021 used without consulting a PARALLEL CURB RAMPS PARALLEL CURB RAMP WITH CROSSWALK CLOSURE Registered Professional En - 112.1 MaSEDDETAILANDUcas OPTION "PL -1" OPTION "Iti grocer. I a - Effective Date: June 1, 2022 - November 30, 2022 RD920 Mw'RXACRON vDemea - W\OZ\\ XO MAZC\\ S\OEWWX W\OSH �3 ON CENSER I`lP\ ll K' W\� PUNS 5 vaN\NA EY.PPNS\ON ugei M CN CFN\ER IAAX NICQN EXFANS\ON Np\KIS \N CURB `NNERE PASS\BLE CURBSIDE SIDEWALK .Rope UNE IXISINC IXISANG 501 MV(. SLOPE 3My uOpE SO PANG OJa k G.RRR 9GElell% Mtt,1H FER PIANS (5' TACAL) 6' Ay, \V Aid IV MAK LOAM SLOPE TO AGO ONE LJNE 2" MINIMUM OF 3/4" MINUS_ II 'I- 1y FlRM COMPACTED SUBGRADE COMPACTED CRUSHED ROCK i - CRUSHED ROCK BALLAST 4" MINIMUM P.C. CONCRETE PLACED PRIOR TOOSTREET PAVEMENT NOTES # NO ABOVEGROUND FACILITIES (FIRE HYDRANTS, POWER POLES, CATCH BASINS, VALVES, J -BOXES, ETC.) SHALL BE PERMITTED WITHIN THE SIDEWALK AREA ALL SURFACES SHALL HAZE A BROOM KNISH. * SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL DRIVEWAYS SHALL BE 3000 PSI FIELD STRENGTH (3450 PSI LAB STRENGTH) 6,0 SACK MIX CONCRETE * CURBS & COMMERCIAL DRIVEWAYS SHALL BE 3500 PSI FIELD STRENGTH (4025 PSI NB STRENGTH) 6.3 SACK MIX CONCRETE NO REVISION DATE BY APPR. C11rPRINGFI OF SPRINGFIELD S DEPT. OF PUBLIC WORKS SETBACK SIDEWALK STANDARD DRAWING 3 - 3-122 2003 4H 1V MAX SLOPE TO PROPERTY LINE •wi�rxom'"�in i DISINO D611NG 50:1 1YPICAL SLOPE 50:t Al SLOPE L PAVTL WPB k [NIFA RNIIFR STRIP MOAN RA RN15 (1S' IY%CVJ SOEN.W( MOTH PER ii (5 Tadd) �Ay ,n Q ;h � LOAM SSE --�All 6" MINIMUM LOAM ' FIRM COMPACTED SUBGRADE Bali or o NL�'I-TIL-' 1Y CL II=' 2" MINIMUM OF 3/4" MINUS CRUSHED ROCK BALLAST COMPACTED CRUSHED ROCK PLACED PRIOR TO STREET PAVEMENT Cal 4" MINIMUM P.C. CONCRETE NOTES # NO ABOVEGROUND FACILITIES (FIRE HYDRANTS, POWER POLES, CATCH BASINS, VALVES, J -BOXES, ETC.) SHALL BE PERMITTED WITHIN THE SIDEWALK AREA ALL SURFACES SHALL HAZE A BROOM KNISH. * SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL DRIVEWAYS SHALL BE 3000 PSI FIELD STRENGTH (3450 PSI LAB STRENGTH) 6,0 SACK MIX CONCRETE * CURBS & COMMERCIAL DRIVEWAYS SHALL BE 3500 PSI FIELD STRENGTH (4025 PSI NB STRENGTH) 6.3 SACK MIX CONCRETE NO REVISION DATE BY APPR. C11rPRINGFI OF SPRINGFIELD S DEPT. OF PUBLIC WORKS SIDEWALK CONSTRUCTION STANDARD DRAWING 3 - 3-122 2003 •wi�rxom'"�in i D CE Li L d CRY KM . 20W STORM SEWER CATCH BASIN 24" Square With 12"0 Outlet Oil & Grease Filtration System PATENT PENDING STATE APPROVED - ASPHALT DIPPED 1. Box fabricated from 10 GA. material 2. Bike proof, heavy duty traffic grate supports AASHO 1120-S16-44 loading Flo -Gard TM Filter Insert Neoprene ( Model FF24D) Gasket High Flow Bypass (Two Sides) Silt and Debris ° P Containment Areas ¢ g Replaceable ° P our Absorbent Pouches Filter Body Attachment Snaps Durable Woven Mesh Filter Body GIBSON STEEL BASINS V `\ W 247 WASHINGTON ST. EUGENE, OR 97401 Flo-GardTM is a Trademark (541) 687-8672 of and Manufactured by (Fax 541) 687-0033 KriStar Enterprises, Inc. ( Patent Pending ) MODEL { KGCBFIO-1 Ne -12 SURFACE FLC TO INFILTRATION FACILI- DECORATI\ WASHE RIVER ROC 1 } DRAIN ROCK, 'RADE PTH TO PERVIOUS SOIL SURFACE INFILTRATION FACILITY: SECTION A CALL BEFORE YOU DIG 1 SCALE: 1" = SO " ONE CALL- (800) 332-2344 OAR 952-001-0010 THROUGH OAR 952-001-0090 SURFACE INFILTRATION FACILITY: SECTION B SCALE: 1" = SO " VARIES B A A �4 D, _ 1 B SURFACE INFILTRATION FACILITY: PLAN VIEW SCALE: V = 5'0 " NT: 1. Provide praMlon from all ease Min, equlpmml staging, and 1M and, ad mEMm a or In prcrosaEareas pe, elute, and aIle aXl nualm. 2..-.-a on ofptanler: zr minimum. b. GsrT apenter 6" minimum hour Ice a Sudden medum to A awe a Modest 0h%u mle. 3. Will a. unrig atm Manbsmuf be lanom iwndaticaa and 5' horn Prcpety line. b. Per n a Plamengdonixiscuumasesbaauminan apPrme] soundproof Lner 4.Ow1wc a. Minimum z'heLmM hon overi elevation to Me kp a Ne Planter walla. 5 Piping : Minn um Yplpe redhead to up N LSW XF R en ImpeTviws area, abmtise P m ln. "ping rix Xonel, Xeres and urc allaEm shot MIow the HaMm Numbing Cade. 6 Gmving medium: a ITm b. Upon IonsW «amended n9Nelcreal B VegHalen Fdlau landuape plans abmase Web to Plant AIX In swatia Appendix E Mnlmum ecnlener ax Is 1 push xaptanfings p r 1 Wstaleally area: a 10] Ground Cows, OR b. W cmxnd Cmas and 4 Ga. Gh.nX OR c. 60GWwnd Ceras and lz Ginal Snubs 10. Mankfwalk: Makfal all be alone, mc,, anode, wood, o orner durable in aledul (no chenscally treated vessau b waft all be inIWed on building plans hex incornaralead into houndial a aper Perml6ed via 11....l Aed Pe gravel- lack to nanXRm two inlet o srlaA Pad to Severe medium. 41 CITY OF INFILTRATION PLANTER EUGENE, OREGON he- Xy aw OEPARTMwxsEMT RIRxGd BSLIosC VrORKs TYPICAL DETAIL: INFILTRATION PLANTER TYPICAL DETAIL NTS 1. Provide Praeakn two m Wane Inose, edolpmenl ought , Add roa franc In proposed mntralm Areas Pdo ro, during, and aver-..dkn. menficurn"arded 6 minimum And lSmvlmum L. Fla bodom shush:z min SldedcpeaRaln Garde. 51 maximum. a selbadm: a. mina an rain eardenamus be tel nom Isonal and E' hon Prcpedy linos. Rlhalcn Ran caudal do nd Wel asetback WM an apP. waWP. ner. I 4. Rpag: Mlnmum 3' pipe relunad her up 101rod" sd t a "Fames", area, ahmtise 4'mm. 'pang Wader Koss andmXaWlm PUPS ha1av me umMm Plumbing Che. 5c 6 mealum 12 minimum b. mpMed kp-I o ameded native kpaa. Vegecallcn: Nodose andxape plans Woxise War to plant AIX In AM1fiTd Appendix F. Number a Planfings pan t WSl ahallly are: a.1 W Grcund Cwerg, OR b. W GmUdd CoVW%2 Large Shubs 4 Ga WI Sl and l tress meaduaua or evergreed) T. Instal washed pe grata o dw may toF-Plion ton mlels and gphsh pad is eWaane medmm. 10 CITY OF INFILTRATION RAIN GARDEN EUGENE, OREGON DEPARTMENEEO GWBL..R. TYPICAL DETAILS EN --Shad I INFILTRATION RAIN GARDEN TYPICAL DETAIL civil 0 structural �� surveying architecture planning i.e. Engineering, no. 809SE Pine SF Roseburg, OR berigineering.WIO ,GINe 8111 IPE C�"-"Ry j4, - Or O<AS R. J EXPIRES. 06/30/2023 W Ed 7 (L i •wi�rxom'"�in i D CE Li L i ,n Q Filter Body Attachment Snaps Durable Woven Mesh Filter Body GIBSON STEEL BASINS V `\ W 247 WASHINGTON ST. EUGENE, OR 97401 Flo-GardTM is a Trademark (541) 687-8672 of and Manufactured by (Fax 541) 687-0033 KriStar Enterprises, Inc. ( Patent Pending ) MODEL { KGCBFIO-1 Ne -12 SURFACE FLC TO INFILTRATION FACILI- DECORATI\ WASHE RIVER ROC 1 } DRAIN ROCK, 'RADE PTH TO PERVIOUS SOIL SURFACE INFILTRATION FACILITY: SECTION A CALL BEFORE YOU DIG 1 SCALE: 1" = SO " ONE CALL- (800) 332-2344 OAR 952-001-0010 THROUGH OAR 952-001-0090 SURFACE INFILTRATION FACILITY: SECTION B SCALE: 1" = SO " VARIES B A A �4 D, _ 1 B SURFACE INFILTRATION FACILITY: PLAN VIEW SCALE: V = 5'0 " NT: 1. Provide praMlon from all ease Min, equlpmml staging, and 1M and, ad mEMm a or In prcrosaEareas pe, elute, and aIle aXl nualm. 2..-.-a on ofptanler: zr minimum. b. GsrT apenter 6" minimum hour Ice a Sudden medum to A awe a Modest 0h%u mle. 3. Will a. unrig atm Manbsmuf be lanom iwndaticaa and 5' horn Prcpety line. b. Per n a Plamengdonixiscuumasesbaauminan apPrme] soundproof Lner 4.Ow1wc a. Minimum z'heLmM hon overi elevation to Me kp a Ne Planter walla. 5 Piping : Minn um Yplpe redhead to up N LSW XF R en ImpeTviws area, abmtise P m ln. "ping rix Xonel, Xeres and urc allaEm shot MIow the HaMm Numbing Cade. 6 Gmving medium: a ITm b. Upon IonsW «amended n9Nelcreal B VegHalen Fdlau landuape plans abmase Web to Plant AIX In swatia Appendix E Mnlmum ecnlener ax Is 1 push xaptanfings p r 1 Wstaleally area: a 10] Ground Cows, OR b. W cmxnd Cmas and 4 Ga. Gh.nX OR c. 60GWwnd Ceras and lz Ginal Snubs 10. Mankfwalk: Makfal all be alone, mc,, anode, wood, o orner durable in aledul (no chenscally treated vessau b waft all be inIWed on building plans hex incornaralead into houndial a aper Perml6ed via 11....l Aed Pe gravel- lack to nanXRm two inlet o srlaA Pad to Severe medium. 41 CITY OF INFILTRATION PLANTER EUGENE, OREGON he- Xy aw OEPARTMwxsEMT RIRxGd BSLIosC VrORKs TYPICAL DETAIL: INFILTRATION PLANTER TYPICAL DETAIL NTS 1. Provide Praeakn two m Wane Inose, edolpmenl ought , Add roa franc In proposed mntralm Areas Pdo ro, during, and aver-..dkn. menficurn"arded 6 minimum And lSmvlmum L. Fla bodom shush:z min SldedcpeaRaln Garde. 51 maximum. a selbadm: a. mina an rain eardenamus be tel nom Isonal and E' hon Prcpedy linos. Rlhalcn Ran caudal do nd Wel asetback WM an apP. waWP. ner. I 4. Rpag: Mlnmum 3' pipe relunad her up 101rod" sd t a "Fames", area, ahmtise 4'mm. 'pang Wader Koss andmXaWlm PUPS ha1av me umMm Plumbing Che. 5c 6 mealum 12 minimum b. mpMed kp-I o ameded native kpaa. Vegecallcn: Nodose andxape plans Woxise War to plant AIX In AM1fiTd Appendix F. Number a Planfings pan t WSl ahallly are: a.1 W Grcund Cwerg, OR b. W GmUdd CoVW%2 Large Shubs 4 Ga WI Sl and l tress meaduaua or evergreed) T. Instal washed pe grata o dw may toF-Plion ton mlels and gphsh pad is eWaane medmm. 10 CITY OF INFILTRATION RAIN GARDEN EUGENE, OREGON DEPARTMENEEO GWBL..R. TYPICAL DETAILS EN --Shad I INFILTRATION RAIN GARDEN TYPICAL DETAIL civil 0 structural �� surveying architecture planning i.e. Engineering, no. 809SE Pine SF Roseburg, OR berigineering.WIO ,GINe 8111 IPE C�"-"Ry j4, - Or O<AS R. J EXPIRES. 06/30/2023 W Ed 7 (L SD1 Ps Li z ,n Q E3 or, Bali or o r V V CL Cal lic an es rn i C CL or rn We 5 ' >Fa V w ¢a_ F & o V at 2 a We atN V N ad 8 F en SD1 ST. TIL IM W1. STAINLESS STEEL NUTS & BOLTS TIP. 17 17 16 18 3 19 14 16 14 r7 r7 FITTING DETAIL 'OMER INSTALL 3M DIRECT BURY SPLICE KIT PER MANUFACTURER'S INSTRUCTIONS. TYP. ALL BELOW GRADE WIRE SPLICE LOCATIONS REFER TO MATERIAL LIST AND NOTES ON BACK SCALE: N.T.S. WATER DIVISION STANDARD DRAWING DRAWING NUMBER DRAWN BY: LSB B. 2" METER W1.07 CONSTRUCTION: INSTALLATION ENGINEERING: KYL ASSnRWf:P1RnUTVRD LuTARn I REVISED:03-16-2021 Y, ca �vv Nvy r rr Y Or, T\jOC P 90" HORIZONTAL OR 45" HORIZONTAL OR VERTICAL BEND VERTICAL BEND B r,< a Or `C a, AAA i 9 4C > I d • ,p , Y t 1< n y � U BEARING AREA TYP. CROSS TEE NOTES: 1. THRUST BLOCKING SHALL BE APPROVED BY WSC ENGINEERING ON A CASE BY CASE BASIS. 2. ALL APPROVED THRUST BLOCK LOCATIONS SHALL BE SIZED BY WSC ENGINEERING. 3. THRUST BLOCKS SHALL BE POURED USING 3000 PSI CONCRETE_ MINIMUM. 4. A 6 MIL PLASTIC SHIELD SHALL BE PLACED BETWEEN THE CONCRETE AND ANY POR17ONS OF THE PIPE, VALVE, FIT77NG, BOLTS, OR NUTS WITH WITCH IT COMES IN CONTACT TO PREVENT DIELECTRIC CORROSION DAMAGE. 5. ALL THRUST BLOCK INSTALLATIONS FOR DIFFERENT CONFIGURATIONS OR FIT77NGS NOT SHOVW ABOVE SHALL BE APPROVED AND DESIGNED BY WSC ENGINEERING PRIOR TO INSTALLATION. SCALE: N.T.S. �`" WATER DIVISION STANDARD DRAWING DRAWING NUMBER DRAWN BY: LSB CONSTRUCTION: THRUST BLOCK W1.26 �/ INSTALLATION ENGINEERING K7L srawcEm�u uTn.rez J3oeRu REVISED:02-03-2020 8'AEngineerlrgAStardardeVDraw,ir 8\W116-dwg - Mar 22, 2021 - 11:52cm Plotted by Laddd F= DWG. Or. N/A g VALVE TILE INSTALLATION PER W1.16 rSEE NOTE J/2 TIP. ,I, ,n .. x 6" TEE TYR. REFER TO STD, DWG W1 17—V COMPACTED 3/J FOR TYPICAL PIPE TRENCH MINUS TYP. FLANGED CONNEC77ON SECTIONS TYP. _K 2 CURB & GUTTER SIDEWALK REFER TO NOTES ON BACK CURB &GUTTER SCALE: N.T.S. I WATER DIVISION STANDARD DRAWING I DRAWING NUMBER DRAWN BY: LSB �� FIRE HYDRANT W1.14 CONSTRUCTION: �. INSTALLATION ENGINEERING: KYL 1111ANGIBRT f1nTnJTV Rnn.11 REVISED:03-18-2021 TIE-IN NOTES: 1. ALL PIPE AND FITTINGS FOR TIE—IN TO BE CLEAN AND WIPED w/CHLORINE PRIOR TO INSTALLATION 2. CONTRACTOR TO ALIGN NEW MAINLINE IN BOTH ALIGNMENT AND GRADE w/EXISTING WATERLINE. CONNECTION TO EXISTING WATERLINE CAN ONLY BE MADE AFTER INSTALLATION, TESTING & DISINFECTION OF NEW WATERLINE HAS BEEN COMPLETED. NEW B" DUCTILE REMOVE 2" TEMPORARY BLOW OFF IRON WATER MAIN AND RETURN TO CONTRACTOR 2" TEMPORARY BLOW OFFS EXISTING 8" AC 8•• WATERMAIN TIE-IN SELECT NATIVE WASHED J/4 MINUS OR 3/4"- C" CRJSFFD ROCK SOIL VALVE TIP. CLEAN GRAVEL AROUND HYDRANT WEEP HOLES i j m SEE NOTE #1 TYP. - APPROVED AM RESTRAINT TYP. N 2 WATERLINE a o � � Wo E �6" F INwNJED P 0,40% - 5.4 x 6" TEE TYR. REFER TO STD, DWG W1 17—V COMPACTED 3/J FOR TYPICAL PIPE TRENCH MINUS TYP. FLANGED CONNEC77ON SECTIONS TYP. _K 2 CURB & GUTTER SIDEWALK REFER TO NOTES ON BACK CURB &GUTTER SCALE: N.T.S. I WATER DIVISION STANDARD DRAWING I DRAWING NUMBER DRAWN BY: LSB �� FIRE HYDRANT W1.14 CONSTRUCTION: �. INSTALLATION ENGINEERING: KYL 1111ANGIBRT f1nTnJTV Rnn.11 REVISED:03-18-2021 TIE-IN NOTES: 1. ALL PIPE AND FITTINGS FOR TIE—IN TO BE CLEAN AND WIPED w/CHLORINE PRIOR TO INSTALLATION 2. CONTRACTOR TO ALIGN NEW MAINLINE IN BOTH ALIGNMENT AND GRADE w/EXISTING WATERLINE. CONNECTION TO EXISTING WATERLINE CAN ONLY BE MADE AFTER INSTALLATION, TESTING & DISINFECTION OF NEW WATERLINE HAS BEEN COMPLETED. NEW B" DUCTILE REMOVE 2" TEMPORARY BLOW OFF IRON WATER MAIN AND RETURN TO CONTRACTOR 2" TEMPORARY BLOW OFFS EXISTING 8" AC 8•• WATERMAIN TIE-IN SELECT NATIVE CONSTRUCTION: ENGINEERING: K is AGglneer,,,AStcnccF KEYWAY THRUST WATER MIN. MIN. — j/4"-0" CRUSHED' WATER AGGREGATE z NOTE: 3" CONDUIT IS REQUIRED 6" 6" FOR ALL LONG SERVICES —{ IYYY��� 1" AND SMALLER. REFER MIN. MIN. TO WSC SID. DWG. WI.00 SLOUGH CROSSING WATER DIVISION STANDARD DRAWING DRAWING NUMBER 91 TYPICAL TRENCH SECTIONS WIN aor, 1REVISED: 03-18-2021 1 18, 2021 - 3'.15am Plotted AS Ladd, 7 DWG. NO.: FF11DE30 3/4"- C" CRJSFFD ROCK SOIL O 'O Loan IAC oes i 0 LU MINIMUM 12" SEPARATION a m E z F INwNJED P 0,40% - 5.4 r "F BETWEEN WATER AND E HART d PPERNE OTHER DUCTS. NO DUCTS REQUIRED D G M-HAC BJJE MAY BE PLACED ABOVE D - NOMINAL PIPE 1ICE a WATERLINE. P - AREA OF RAA VE BE STEEL IN TH- -PARTS _ v' OR AFH EXPRESSED ASA ECCENTAGE C= IR OF (ONCRFTF AT IFVFRT OR ORD% 3�4+"-0" CRUSHED ` WATER AGGREGATE WATERA CRUSHFT ROCK HY i C9 I MIN .._ ~ MIN. MIN, MIN. U UNDEVELOPED GROUND GRAVEL ROAD 12" TRENCH WIDTH 12" z TRENCH WIDTH Ljj = w F 1 VARIES `*g vn olcc 1 CONSTRUCTION: ENGINEERING: K is AGglneer,,,AStcnccF KEYWAY THRUST WATER MIN. MIN. — j/4"-0" CRUSHED' WATER AGGREGATE z NOTE: 3" CONDUIT IS REQUIRED 6" 6" FOR ALL LONG SERVICES —{ IYYY��� 1" AND SMALLER. REFER MIN. MIN. TO WSC SID. DWG. WI.00 SLOUGH CROSSING WATER DIVISION STANDARD DRAWING DRAWING NUMBER 91 TYPICAL TRENCH SECTIONS WIN aor, 1REVISED: 03-18-2021 1 18, 2021 - 3'.15am Plotted AS Ladd, 7 DWG. NO.: FF11DE30 3/4"- C" CRJSFFD ROCK yV` O 'O Loan IAC oes ;Y}ff►�i�' 0 LU A INFTRCED P IOD% - 4,8 E z F INwNJED P 0,40% - 5.4 r AN 2,8 /IBMDENSITY �. E HART d PPERNE BELO* REQUIRED D G M-HAC BJJE 1 D - NOMINAL PIPE 1ICE CONSTRUCTION: ENGINEERING: K is AGglneer,,,AStcnccF KEYWAY THRUST WATER MIN. MIN. — j/4"-0" CRUSHED' WATER AGGREGATE z NOTE: 3" CONDUIT IS REQUIRED 6" 6" FOR ALL LONG SERVICES —{ IYYY��� 1" AND SMALLER. REFER MIN. MIN. TO WSC SID. DWG. WI.00 SLOUGH CROSSING WATER DIVISION STANDARD DRAWING DRAWING NUMBER 91 TYPICAL TRENCH SECTIONS WIN aor, 1REVISED: 03-18-2021 1 18, 2021 - 3'.15am Plotted AS Ladd, 7 DWG. NO.: FF11DE30 F'aows+ Fr "A' Av CONCRETE LOAD AC -CE 5A PIPE LOP- MAIERIAL S IALL RC SANITARY SEWER STQQM SEW_D VILHI JOINI LIFE OPEN JOINTED FEE LSUC 'IPF FEE CRATED PIPE PEA ROCK POUND ROCK BLEED ( PEA ROCK SAFE 3/8" MIN, DIVMETU CRUSHED ROCK 3/4" MAX. CIAMETT_R CONTROLLED DENS TY °IL. (CDF) REQUIRED IF TRENCH IS LITERAL TO - F IN TH TRAVEL LANE e > vLAS NCAS MENT MAY 63 PCU RED TO ILL TRENCII *DTI � 1 1 `4th Bc Bc+B MIN. REINFORCING I► dNPV VUM STEEL DAR e "OT �! z' AEDME PI=E i zsao Fs coNCREr= F D 3/4"- C" CRJSFFD ROCK yV` 0 Loan IAC oes 0 LU A INFTRCED P IOD% - 4,8 E z F INwNJED P 0,40% - 5.4 r AN 2,8 FPE DONE �. E HART d PPERNE BELO* D G M-HAC BJJE 1 D - NOMINAL PIPE 1ICE DC F'aows+ Fr "A' Av CONCRETE LOAD AC -CE 5A PIPE LOP- MAIERIAL S IALL RC SANITARY SEWER STQQM SEW_D VILHI JOINI LIFE OPEN JOINTED FEE LSUC 'IPF FEE CRATED PIPE PEA ROCK POUND ROCK BLEED ( PEA ROCK SAFE 3/8" MIN, DIVMETU CRUSHED ROCK 3/4" MAX. CIAMETT_R CONTROLLED DENS TY °IL. (CDF) REQUIRED IF TRENCH IS LITERAL TO - F IN TH TRAVEL LANE e > vLAS NCAS MENT MAY 63 PCU RED TO ILL TRENCII *DTI � 1 1 `4th Bc Bc+B MIN. REINFORCING I► dNPV VUM STEEL DAR e "OT �! z' AEDME PI=E i zsao Fs coNCREr= F D ITV OP i. 3Pi1:!7 V r+Malay DEPT. OF TDEITC TVOCKO � CAL uaarrmM V;M rrra TRF'T PIPI 7(`I`�F AA E3 PIPF F,' 1 t'A Ci yr tier a oeE Mvtvv ,'. ' 7 FILE: A01vG CALL BEFORE YOU DIG 1 ONE CALL- (800) 332-2344 OAR 952-001-0010 THROUGH OAR 952-001-0090 civil 0 structural surveying I� architecture planning i.e. Engineering, ino. 809SE Pine St Roseburg, OR ieengineering.com ,G1Ne 8111 IRE C� -vyY 14. - p� O<AS R. J EXPIRES. 06/30/2023 ro 0 3/4"- C" CRJSFFD ROCK yV` 0 Loan IAC oes 0 LU A INFTRCED P IOD% - 4,8 E z F INwNJED P 0,40% - 5.4 Q AN 2,8 I A>` ., V V d PPERNE M-HAC BJJE NO, CJTSIDE DAMETER OF PIPE D - NOMINAL PIPE 1ICE - FI L 3ELOA P FE (SEE TA BLE; P - AREA OF RAA VE BE STEEL IN TH- -PARTS _ v' OR AFH EXPRESSED ASA ECCENTAGE C= IR OF (ONCRFTF AT IFVFRT OR ORD% FII y 0' CRUSHFT ROCK HY i C9 ITV OP i. 3Pi1:!7 V r+Malay DEPT. OF TDEITC TVOCKO � CAL uaarrmM V;M rrra TRF'T PIPI 7(`I`�F AA E3 PIPF F,' 1 t'A Ci yr tier a oeE Mvtvv ,'. ' 7 FILE: A01vG CALL BEFORE YOU DIG 1 ONE CALL- (800) 332-2344 OAR 952-001-0010 THROUGH OAR 952-001-0090 civil 0 structural surveying I� architecture planning i.e. Engineering, ino. 809SE Pine St Roseburg, OR ieengineering.com ,G1Ne 8111 IRE C� -vyY 14. - p� O<AS R. J EXPIRES. 06/30/2023 ro 0 SD2 0 0 LU oz z Q V V d y i C9 I U Ljj = w F o � V � 2 a V N a E F N SD2 CONSTRUCTION ENTRANCE - TYPE 1 NOT TO SCALE Q 25• min. radius commercial ca l 15 (mi�n. radius residential Q Ca III\III v _ Provide water to wash tires B -ao Sandbag,d oWYhrtr bales lined nans.- leaw selling basin gn \ / If water is collected plastic (See ROIO)O) o - provide a sediment vine basin Spil/way CONSTRUCTION ENTRANCE - TYPE 2 NOT TO SCALE O/vers/on ridge required where < construction entrance grade exceeds 2% Roadway Subgmde gearexfile lwoi a SECTION A -A NOT TO SCALE Sleep Construction entrance to 4 2"open graded dram in sediment sealing basin aggregate min. 8- thick 0 O 0 F Subgrade geotexhle SECTION B -B NOT TO SCALE (See tab/e) °b a D IDD D a. o p o p N I° F i v� wood en 4"-('open-gmdedaggregre mamp B"tck over subgrztle Sentinel5'm/n. radius comm 15'mrdius residential CONSTRUCTION ENTRANCE -TYPE 3 (TYPE 1 OR 2 WITH EXISTING CURB) cp b NOT TO SCALE Sandbags or straw ba/es lined with plastic Sp/llway 1 �.'r.i Sediment settling basin 1 F\o3 I SECTION C -C NOT TO SCALE NOTES' 1. The Type I entrance is a simple entrance wifhouta diversion ridge or senting basin. 2. The wooden ramp maybe used on either Type 1 or Type 2 entrances in situations where there is curb and the curb is not removed hr the construction entrance. CONSTRUCTION ENTRANCE TABLE MINIMUM LENGTH Length d`0 Area Of Exposed Soil (Acrel 20 0.25 50 0.25<A<7.0 200 A> 1.0 PLAN Standard rectangular Curb Leave3'sanfibrommage, JWooden ramp (2il 2xd2xI21 Aggregate base C .. traifars, entrance wooden curb ramp WOODEN CURB RAMP SECTION 1 NOT TO SCALE CIC. HOOK NO. IY/M soa DATEawn 1.11 aOZI NOTE: Almaterial and w°.kmanwhip shall be l n—uds—with the r.urnent Orep°n Standam seecmtaa°°: The selection and use ofthis OREGON STANDARD DRAWINGS 5tandard Drawing, while de- signed in accordance with generally accepted engineer- CONSTRUCTION ENTRANCES ing principles and practices, is the sole responsibility of the user and should not be 2021 used without consulting a onrz Registered Professional En- Jan 2021 Onewed Calcfed gineer. Effective Date: June 1, 2021 - November 30, 2021 Stake (tap.) 1/B"d a. tee/ wire t�Y Straw bale (oyn) STAPLE DETAIL NOT TO SCALE SECTION A -A CONCRETE TRUCK WASH OUT FACILITY NOT TO KALE RD1000 Effective Date: June 1, 2021 - November 30, 2021 RD1070 FRONTVIEW A�J Geotextile (without sewn m sleeves) Compacted mare backfill., 3/4" 0'densegraded aggregate ifs ancilb h SECTION A -A SEDIMENT FENCE AND GEOTEXTILE BURY DETAIL - TYPE 1 NOT TO SCALE Connect fence ends with eitherI the turned ends Angle ends ofsediment or the post spacing overlap fence ro assure sea"melt end connection is trapped 3 °� G� C PLAN VIEW lnstallsedlment fence with sewn in posts s/,eves with cS sleeves ups/ope c Sleeve seam GEOTEXTILE WITH POST SLEEVES FI/ lnsta/l uP length s9 to 9 break /en th P ofs/ope Ilf TERMINATION AT CORNER OR PROPERTY LINE Join two runs of fears by wmpp/ng end posh a min/mum o ( oftwo fu// wraps. c1 TURNED ENDS CONNECTION GEOTEXTILE END CONNECTIONS NOT TO SCALE Post (downs/ape efgearextl/e) o�4 �1 post spacing min. POST SPACING OVERLAP CONNECTION Post (downslope o'georexd/e) Sediment fence geotexh Bury 1 •Rap offence with 314- min rock, mineral soil, or approved equal - F/wow i Sediment fence geotexhle — 2. Use must be approved by the engineer. v Notapprove ith L ment lerdr, with for Ar sontneens. fencing with sewn -in postsleeres. ALTERNATE SEDIMENT FENCE WITHOUT TRENCHING - TYPE 2 NOT TO SCALE GENERAL NOTES: 1. Use 2x2' wood fence posts. 2. Posts to be instal/ed on downhill side mace meat fence9 eote aflo. Position posts to prevent separation fromgearexvle. 3. Compact fiber fabric trench backfill and soft o, uphilishle offence. 4. Locate fence no closer than three het FENCE SPACING FOR GENERAL APPLICATION TABLE INSTALL PARALLEL ALONG CONTOURS AS FOLLOWS Al"IMUMSPACING GRADE ONGRADE Grad e<IO% 300' Io%<_eraee<25% 250• 15%<Lrade <20% l00' 20%S Grade <30% 50' to the toe ofa slope. 30%� (rade 25' 5 Wing spacing shall comply wah "Fence Spacing for GensandApplicaflon Table". POST SPACING TABLE B' Sed/melt Fence with Leotextlle elan at/on less than 50% 4 1 Sediment Fence with Geotext//e elongation 50H or more Effective Date: June 1, 2021 - November 30, 2021 RD104O CALL BEFORE YOU DIG 1 ONE CALL- (800) 332-2344 OAR 952-001-0010 THROUGH OAR 952-001-0090 civil 0 structural suNe I�arcplanning planning i.e. Engineering, im. 809 SE Pine St Roseburg, OR ieerigineering.wri - IN 81111 PE Ly -1RY 14. - p� 0<AS R. J EXPIRES. 06/30/2023 W Cd 0 0 LL moo\ o E3 §i r V V o\ ,0\ re QCLreI AA CM Z CL 0\ 3 2 U y �\ m 5 ' > wti L LLI w \ o ¢ Z a w N W 3 Q F — as o ,0\ o\ 0\ ,o\ PLAN Standard rectangular Curb Leave3'sanfibrommage, JWooden ramp (2il 2xd2xI21 Aggregate base C .. traifars, entrance wooden curb ramp WOODEN CURB RAMP SECTION 1 NOT TO SCALE CIC. HOOK NO. IY/M soa DATEawn 1.11 aOZI NOTE: Almaterial and w°.kmanwhip shall be l n—uds—with the r.urnent Orep°n Standam seecmtaa°°: The selection and use ofthis OREGON STANDARD DRAWINGS 5tandard Drawing, while de- signed in accordance with generally accepted engineer- CONSTRUCTION ENTRANCES ing principles and practices, is the sole responsibility of the user and should not be 2021 used without consulting a onrz Registered Professional En- Jan 2021 Onewed Calcfed gineer. Effective Date: June 1, 2021 - November 30, 2021 Stake (tap.) 1/B"d a. tee/ wire t�Y Straw bale (oyn) STAPLE DETAIL NOT TO SCALE SECTION A -A CONCRETE TRUCK WASH OUT FACILITY NOT TO KALE RD1000 Effective Date: June 1, 2021 - November 30, 2021 RD1070 FRONTVIEW A�J Geotextile (without sewn m sleeves) Compacted mare backfill., 3/4" 0'densegraded aggregate ifs ancilb h SECTION A -A SEDIMENT FENCE AND GEOTEXTILE BURY DETAIL - TYPE 1 NOT TO SCALE Connect fence ends with eitherI the turned ends Angle ends ofsediment or the post spacing overlap fence ro assure sea"melt end connection is trapped 3 °� G� C PLAN VIEW lnstallsedlment fence with sewn in posts s/,eves with cS sleeves ups/ope c Sleeve seam GEOTEXTILE WITH POST SLEEVES FI/ lnsta/l uP length s9 to 9 break /en th P ofs/ope Ilf TERMINATION AT CORNER OR PROPERTY LINE Join two runs of fears by wmpp/ng end posh a min/mum o ( oftwo fu// wraps. c1 TURNED ENDS CONNECTION GEOTEXTILE END CONNECTIONS NOT TO SCALE Post (downs/ape efgearextl/e) o�4 �1 post spacing min. POST SPACING OVERLAP CONNECTION Post (downslope o'georexd/e) Sediment fence geotexh Bury 1 •Rap offence with 314- min rock, mineral soil, or approved equal - F/wow i Sediment fence geotexhle — 2. Use must be approved by the engineer. v Notapprove ith L ment lerdr, with for Ar sontneens. fencing with sewn -in postsleeres. ALTERNATE SEDIMENT FENCE WITHOUT TRENCHING - TYPE 2 NOT TO SCALE GENERAL NOTES: 1. Use 2x2' wood fence posts. 2. Posts to be instal/ed on downhill side mace meat fence9 eote aflo. Position posts to prevent separation fromgearexvle. 3. Compact fiber fabric trench backfill and soft o, uphilishle offence. 4. Locate fence no closer than three het FENCE SPACING FOR GENERAL APPLICATION TABLE INSTALL PARALLEL ALONG CONTOURS AS FOLLOWS Al"IMUMSPACING GRADE ONGRADE Grad e<IO% 300' Io%<_eraee<25% 250• 15%<Lrade <20% l00' 20%S Grade <30% 50' to the toe ofa slope. 30%� (rade 25' 5 Wing spacing shall comply wah "Fence Spacing for GensandApplicaflon Table". POST SPACING TABLE B' Sed/melt Fence with Leotextlle elan at/on less than 50% 4 1 Sediment Fence with Geotext//e elongation 50H or more Effective Date: June 1, 2021 - November 30, 2021 RD104O CALL BEFORE YOU DIG 1 ONE CALL- (800) 332-2344 OAR 952-001-0010 THROUGH OAR 952-001-0090 civil 0 structural suNe I�arcplanning planning i.e. Engineering, im. 809 SE Pine St Roseburg, OR ieerigineering.wri - IN 81111 PE Ly -1RY 14. - p� 0<AS R. J EXPIRES. 06/30/2023 W Cd 0 0 LL Q E3 §i r V V re QCLreI CM Z CL 3 2 U y m 5 ' > wti L LLI w o o ¢ Z a w N W 3 Q F — as o SD3 SHIEET I ID X FfiR,OJ CT ATA A CI=I I T CTUF,,AL e�150LS FINAL SITE PLAN REVIEW 140.1 TITLE SHEET ZONING CLASSIFICATION MUR (MIXED USE O COLUMN GRID NOTATION SAND �DETAI .• 2 SOUND / TNERNAL BATT XX�SHEET INSULATION RESIDENTIAL) „ RIGID INSULATION TAX MAP NO,: 11-02-32-41 //�� III ARGHITECTUR L DRAWING LOT : 0400 0 MATCH SIDE BREAK - GRAVEL X SECTION OCCUPANCY: R-2 MATCH LINE XX SHEET s-PLEx 5UILDING TYPE : V -B °' °" �qpp ELEVATION DATUM CONCRETE A3.1 FIRST FLOOR PLAN 8-PLEX O.S.S.C. EDITION: 2019 A32 SECOND FLOOR PLAN 8-PLEx ® NORTH ARROW DATUM POINT Aro] EXTERIOR ELEVATIONS 8-PLEX F//////// GEDIERAL MASON A6.2 EXTERIOR ELEVATIONS 8 -FLEX A6.3 EXTERIOR ELEVATIONS 8-PLEX XXX XXX `� ROOM NAME ® REFERENCE ARROW A&A EXTERIOR ELEVATIONS 8-PLEX XXX ROOM NUMBER I1 -III II: {7�� y�I F O J C T T I_ UNDISTURBED SOIL _` I )A II VIEW . LEASING UNIT 12 A3,1 FLOOR PLAN LEASING UNIT ARCHITECTURAL CONSULTANT x� SLOPE TAG � � WOOD < Pr,� � DIRECTION OF VIEW s A6.1 EXTERIOR ELEVATIONS LEASING UNIT A6.2 EXTERIOR ELEVATIONS LEASING UNIT RODD I4ANSEN, ARGNITECT, LLC ARCHITECTURE AND PLANNING Or KEY NOTE EXISTING WALL STEEL — 1551 OAK STREET SUITE A ___ DEMO WALL EUGENE, OREGON 91401 ® WINDOW TAG PHONE: (541) 681-1800 Q REVISION TAG NEW WALL FAX: (541) 681-1200 ® DOOR TAG/� {��/� REVISION CLOUD e-mail: rodderharchitectural.com AF.,CHITECTUFRAL A551RV I AT I OSIS A.G. AGOUS. ACOUSTICAL FPRF. FIREPROOF PRCST. PRE -CAST A/C AIR CONDITIONING F.R. FIRE RETARDANT PL. PLATE AD. AREA DRAIN F.S. FULL SIZE PLAM. PLASTIC LAMINATE ADJ. ADJUSTABLE FT. FOOT OR FEET PLAS. PLASTER AGGR AGGREGATE FTG. FOOTING PLYWD. PLYWOOD AL. ALUMINUM FURR FURRING PR PAIR ALT. ALTERNATE PUT. FUTURE PT. POINT APPROX. APPROXIMATE F,P. FOUNDATION VENT P.T.D. PAPER TOWEL DISPENSER ARCH. ARCHITECT(URAL) P.TD/R PAPER TOWEL A55. ASBESTOS GA. GUAGE DISPENSER/RECEPTACLE ASPH. ASPHALT GALV, GALVANIZED PTN. PARTITION AB. ANCHOR BOLT GAL, GALLON P.T.R. PAPER TOWEL RECEPTACLE A.H. AIR HANDLER G.B. GRAB BAR P.T. PRESSURE TREATED (WOLMINIZED) A.S.U. AIR SUPPLY UNIT GF.I. GROUND FAULT INTERUPTOR Q.T. QUARRY TILE ANDD. ANODIZED GL. GLASS APDL. APPLIANCE GND. GROUND R RISER GR GRADE RD. ROOF DRAIN BD. 5D.BITUMINOUS BOARD GRT. GROUT Q TR RAFTER GYP. BD. GYPSUM BOARD RAD. RADIUS BLDG. BUILDING GLB. GLUE -LAMINATED BEAM RECT. RECTANGULAR BLD BLOCK RE ROOM BLKG. BLOCKING HNGR. HANDICAPPED WATER CLOSET REF. REFERENCE BM BEAM HNGR HANGER HOOK REFR REFRIGERATOR BOT. BOTTOM HB. HOSE IB RGTR REGISTER BRIM BRONZE H.C. W O HOLLOW CORE REQ. REINFORCED BSBM. BY STEEL BLDG. MANUR HARDWOOD REQ. REQUIRED BU.R BUILT -UP -ROOFING HDWD. HDWE. HARDWARE RESIL. RESILIENT HP. HEAT PUMP RFC. ROOFING CAB. CABINET HM. HOLLOW METAL RO. R/O ROUGH OPENING CB, CATCH BASIN HORIZ. HORIZONTAL RWD. REDWOOD CDP. CONTROL DENSITY FILL H.R. HOUR R.W.L. RAIN WATER LEADER CEM. CEMENT CER CERAMIC HGT. HEIGHT C.I. CAST IRON 5, SOUTH CLG. CEILING I.D. INSIDE DIAMETER S.G. SOLID CORE CLKG. CAULKING INSUL. INSULATION 5,GD. SEAT COVER DISPENSER CLO. CLOSET INT. INTERIOR SD. SOAP DISPENSER CLR CLEAR INV. INVERT ELEVATION sm. SHEET METAL C.M.U. CONCRETE MASONRY UNIT SCHED. SCHEDULE COMP. COMPOSITION JAN, JANITOR SOW. SCREEN COL. COLUMN JT. JOINT SECT. SECTION CONC. CONCRETE JST. JOIST SEIS. SEISMIC C.J. CONTROL JOINT 5H, SHELF CORR CORRIDOR KIT. KITCHEN SHWR SHOWER CPT. CARPET (ED) 5HT, SHEET C.P. CONCRETE PIPE DO, KNOCK -OUT 5HTG. SHEATHING CTSD COUNTERSUNK SIM. SIMILAR CNTR COUNTER LAB. LABORATORY SPCC. SPACING CTR CENTER L.S. LAG SCREW SPEC. SPECIFICATION CU. CUBIC LAT. LATERAL SQ SQUARE LAM. LAMINATE STGR STAGGER(ED) DBL. DOUBLE LAv. LAVATORY SST. STAINLESS STEEL DEPT. DEPARTMENT LKR LOCKER STIFF. STIFFENER DF. DRINKING FOUNTAIN LT. LIGHT STRUCT. STRUCTURAL DET. DETAIL LT. WT. LIGHT WEIGHT SSD SERVICE SINK DIAD. DIAGONAL STA. STATION DIA. DIAMETER MATL. MATERIAL STD, STANDARD DIM. DIMENSION MAX. MAXIMUM STL. STEEL DISP. DISPENSER MB. MACHINE BOLT STOR. STORAGE DN. DOWN MAS. MASONRY STRL, STRUCTURAL D.O. DITTO M.C. MEDICINE CABINET SUSP. SUSPENDED DR DOOR MECH. MECHANICAL SYM, SYMMETRICAL DWR DRAWER MEMS. MEMBRANE D.S. D/S DOWNSPOUT MTL. METAL T. TREAD D.S.P. DRY STANDPIPE MFR MANUFACTURER T.B. TOWEL BAR DWG. DRAWING MLDG ($) MOULDING (S) T.C. TOP -OF -CURB M.H. MANHOLE TtG TONGUE AND GROOVE E. EAST MIN, MINIMUM T.P. TOP -OF -PAVEMENT EA. EACH MIR MIRROR T.P.D. TOILET PAPER DISPENSER E.J. EXPANSION JOINT MISC. MISCELLANEOUS TELE. TELEPHONE EL. ELEVATION M.O. MASONRY OPENING TERR TERRAZZO ELECT. ELECTRICAL M.R. MOISTURE RESISTANT THK. THICK ELEV. ELEVATOR MTD. MOUNTED T.O. TOP of EMER EMERGENCY MUL. MULLION TRTD. TREATED ENCL. ENCLOSURE T.W. TOP -OF -WALL EAS. EDGE O° SLAB (NJ NEW TYP. TYPICAL E.P. ELECTRICAL PANELBOARD N. NORTH EQ. EQUAL NAT. NATURAL UTIL. UTILITY EQPT. EQUIPMENT NO. NUMBER UHF. UNFINISHED EQV. EQUIVALENT NON. NOMINAL U.O.N. UNLESS OTHERWISE NOTED EWI.C. ELECTRICAL WATER COOLER N•TA NOT -TO -SCALE UOS. UNLESS OTHERWISE SHOWN (Ed EXISTING NF.T. NATIONAL PIPE THREAD UR URNIAL EXP. EXT. EXPANSION EXTERIOR OA. OVERALL VB VAPOR BARRIER OBS, OBSCURE VERT, VERTICAL F.A. FIRE ALARM O.C. O/C ON CENTER VEST. VESTIBULE F.A.U. FORCED AIR UNIT O.D. OUTSIDE DIAMETER VEN. VENEER FB. FLAT BAR OF.C.I. OWNER FURNISHED,CONTRACTOR INSTALLED V.TA. VENT -TO -OUTSIDE F.D. FLOOR DRAIN OF.O.I. OWNER FURNISHED)DWNER INSTALLED V,TR VENT -TO -ROOF F.L. FLOW LINE OFF. OFFICE VOL. VOLUME FCA. FINISH GRADE OPI'a OPENING W. WEST FIND. FOUNDATION OPP. OPPOSITE W/ WITH F.E. FIRE EXTINGUISHER OFT. OSA. OPTIONAL OUTSIDE AIR wc. WATER CLOSET F.H.C. FIRE HOSE CABINET FIN. FINISH WD' WOOD FLR FLOOR OSB. ORIENTED STRAND BOARD WINDOW FLSH. FLASH OR FLASHING W//Oo WITHOUT FLUOR. FLUOR FLUORESCENT PNL(S). PANELS) WATERS F.O.A. FACE -O= -BLOCK PART. BD. PARTICLE BOARD WS WT. WAINSCOT FD,C. FACE -O° -CONCRETE PEN. PENETRATION WT. WEIGHT PAF, FACE -O° -FINISH wW1F. WIELDED WIRE FABRIC FAS. FACE -OF -STUDS wM. WIRE MESH 1%% Akc�f� RODD . HANSEN �p EUGENE, OREGONy OF O�c�Cs THE DOCUMENT AND THE IDEAS AND DEVCW5 INCORPORATED HEREN ARE THE PROPERTY OF ROOD HANSEN, ARCHITECT, LLC, AND IS NOT TO EE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF ROOD HANSEN, ARCHITECT, LLC Z lu ca ca TITLE: TITLE SHEET J050: 1396,060820201810 DDR04WN JSD ISSTE.05-03-2022 SCALE: NONE Lr 1� n 11 1/4" 2j"15 r T� y_ 5 UNTO OELECT/ HEAT 03 [ED 28' 10'-5 1/2" 5' 5' 55'-10 1/2" 5'-91/4" 6' 2j, �� 2T-10 1/2" PORCH '13 ���� ''I I WE -A W �J I I I I I B�i,T I..�,,,. B I I B 0' r I I 1 O O 0 I I I I I I I I I_ P-21/4" 1 I 24' 8' 21'-5" UNIT 3 STORAGE 100 ELECT/ 21'-10 1/2" LN� \5 -GRADE EL5PCT/ HEAT ® 06 I I NGG 2191Lo I ; UNIT 3 I COM 1 M BEDE B 1 I I � 0 I I 0 T B N 00"1 101 O 55'-10 I/2" I I I � NUC 2191 U0 - -� -- 0 -- O I I I I ----L —L ---- BEQSQQM I I OO I I I I uP I FIRST FLOOR FLAN 151UILDING5 1-16 UNIT=968'-0" SQ.FT FIRST FL00R=38-12'-O'I SQFT SCALE: I/4• . Ito.. e U LEGEND 2x6 WOOD PRAMED WALL EXI5TING 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 / IR" CDX PLYWD. / 2x6 STUD WALL • 16" O.G. (R-21 BATT INSULATION) / 5/8" TYPE "X" GYP. W. 2. 5/8" TYPE "X" GYP. BD. / 2x4 STUDS a 16" O.C. (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 TO STRUCTURAL 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 2' BEYOND THE FIXTURE (tgp.) U.OX 2. PROVIDE VERTICAL 2x6 STUD (FLAT) IN WALL FRAMING WHERE DOOR HARDWARE STRIKES WALL 3. REFER TO STRUCTURAL DRAWINGS POR SHEAR WALL LOCATIONS AND TYPES 4. REFER TO SHEET A52 FOR FIRE RATING DETAILS 5. TV AND DATA 28' ri7 P02CT0 113 / STO T , 08 0�� ELECT/ uH 106 HEAT. PA G� THE DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF ROOD HANSEN, ARCHITECT, LLC, AND IS NOT TO EE USED, IN MOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF ROOD HANSEN, ARCHITECT, LLC Z lu ca =0 aW E� FIRST TITLE: FLOOR PLAN JOB": 1396D6082020.SP DDRAUN JSD Di -- Q ISSTE.m5-03-2022 SCALE: 1/411=1' -011 X3.1 S -FLEX V 28' 5'-91/4" 10'-51/2" 5' 5' ST 2 w I CT/ \/ HEAT 55'-10 1/2" 5'-91/4" 6' I PT*AC I rPTAC�® I I I I I 2 I I I AT.1 UX 1 2 I I NGC 2191 2 1 I I I I I II 2 I iELECT/ I u I I I I20Z 0 \43i 21'-10 1/2" UNIT 4 0213 208 ,,. ELECT/ NIT 6 STORAGE glL T/ z0a 55'-10 1/2" 21'-10 1//" �1='IAI 2 I I I I I ® I� -- -- ----- I I 24' _ 8 I I 2 I AT.1 e�rT I I O I I UNIT 6 BEAM O<e 5 OSECOND FLOOR PLAN BUILDING=S 1-16 UNIT=968'-0" SQ.FT SECOND FLOOR=3872'-Q" SQ.FT SCALE: 1/4" • 140" U 28' S 8 08 \ ELECT/ rwa HEAT Imo/ I I' I DN. I N T 24A8 AIC A L 1 J I \ SII I I I UNI Ln BEp- M B€�M 202 F-1 I O 0 j82 (Sim.) LEGEND 2x6 WOOD FRAMED WALL o 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 PLYLID. / 2x6 STUD WALL ® 16" O.C. (R-21 BATT INSULATION) / 5/8" TYPE "X" GYP. 5D. 2. 5/8" TYPE "X" GYP. 50. / 2x4 STUDS m 16" O.C. (REFER TO STRUCTURAL DRAWING FOR DETAILS) / 5/6" TYPE "X" GYP. 5D. B. 5/8" TYPE "X" GYP. 5D. / 2x6 STUD • 16" O.G. / (REFER TO STRUCTURAL DR4IUING FOR DETAILS) / 5/8" TYPE "X" GYP. 5D. 4. GENERAL NOTES: U I. MP- TYPE "X" GYP. 50. 5EHIND ALL WATER FIXTURES TO EXTEND 2' BEYOND THE FIXTURE (typ.) U.O.N. 2. PROVIDE VERTICAL 2x6 STUD (FLAT) M 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 DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREN ARE THE PROPERTY OF 11 HANSEN, ARCHITECT, LLC, AND 15 NOT TO SE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF ROOD HANSEN, ARCHITECT, LLC Z (1� ca E 4 VIM TITLE: FLOOR PLAN JOB": 1396D6082020.SP DDRALIN JSD Di - 02 - Q pATE.05-03-2022 SCALE: 1/411=1'-O" A3._2 5-PLEx 11 1/411. MFZr,m ML. IIIIIIIIEZ41111111110 KEY NOTE Q I. FIBERGLASS ARCHITECTURAL COMP ROOFING / APPROVED VAPOR BARRIER / 1/1" CDX PLYA ID / 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) (FIBER CEMENT) / APPROVED VAPOR BARRIER / 1/2" COX PLYMO. /2x4 STUDS ® 16" O.C. (R-21 BATT INSULATION) / 5/8" GYP.BD. 6. IxIo BAND T. HIDDEN LINE INDICATES TOP OF SECOND FLOOR 8. Ix6 TRIM BOARD S. Ix6 CORNER BOARD 10. HARDI-PANEL 8" GROVES 11. PTHC UNIT AS SELECTED 12. WINDOW HEAD, JAMB, SILL DETAILS (REFER TO 25, 2S/AI3) 13. DOOR HEAD, JAMB, SILL DETAILS (REFER TO 26, 30/AT3 14. Ix3 s 16" O.C. / TI -II PANELS 15. Ix4 OVER TI -II NO GROOVE 16. FOOTINGS (REFER TO STRUCTURAL FOR 5PIECIFICATIONS) IT. NOT USED I8. 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 THE DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF ROOD HANSEN, ARCHITECT, LLC, AND 18 NOT TO EE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF ROOD HANSEN, ARCHITECT, LLC z Lu 4 f - Z 111 ff ca ;�6 EXTERIOR TITLE. ELEVATIONS JOS°: 13%.06062020.13P DYRALLIN JSD Q3 __ DSIJE 05-03-2022 SCALE: VARIES A6.1 S -FLEX 17 3 3 I II II 5 12 4 6 6 4 3 I 5 S I I IIIIIIIIEZ41111111110 KEY NOTE Q I. FIBERGLASS ARCHITECTURAL COMP ROOFING / APPROVED VAPOR BARRIER / 1/1" CDX PLYA ID / 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) (FIBER CEMENT) / APPROVED VAPOR BARRIER / 1/2" COX PLYMO. /2x4 STUDS ® 16" O.C. (R-21 BATT INSULATION) / 5/8" GYP.BD. 6. IxIo BAND T. HIDDEN LINE INDICATES TOP OF SECOND FLOOR 8. Ix6 TRIM BOARD S. Ix6 CORNER BOARD 10. HARDI-PANEL 8" GROVES 11. PTHC UNIT AS SELECTED 12. WINDOW HEAD, JAMB, SILL DETAILS (REFER TO 25, 2S/AI3) 13. DOOR HEAD, JAMB, SILL DETAILS (REFER TO 26, 30/AT3 14. Ix3 s 16" O.C. / TI -II PANELS 15. Ix4 OVER TI -II NO GROOVE 16. FOOTINGS (REFER TO STRUCTURAL FOR 5PIECIFICATIONS) IT. NOT USED I8. 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 THE DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF ROOD HANSEN, ARCHITECT, LLC, AND 18 NOT TO EE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF ROOD HANSEN, ARCHITECT, LLC z Lu 4 f - Z 111 ff ca ;�6 EXTERIOR TITLE. ELEVATIONS JOS°: 13%.06062020.13P DYRALLIN JSD Q3 __ DSIJE 05-03-2022 SCALE: VARIES A6.1 S -FLEX $24'-1 3/4" v AFF. rll'-2 1/4" v AFF. �.V I I/8" V AFF. Pula lidlITUA OEXTERIOR ELEVATION BUILDING I-16 C SCALE V4".140• e U � 24'-1 3/4" $AFF. $k l; F.2 1/4" a:AF V AFF. OEXTERIOR ELEVATION BUILDING I-16 D SCALE: 3/8' • 1'-0" s S' THE DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF II HANSEN, ARCHITECT, LLC, AND 18 NOT TO EE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF ROOD HANSEN, ARCHITECT, LLC z Lu 4 z >y f - z 111 ff ca EXTERIOR TITLE: ELEVATIONS JOS°: 13%.06062020.13P DRAWN JSD D05-03-2022 SCALE: VARIES 4(o._2 5 -FLEX KEY NOTE Q L FIBERGLASS ARCHITECTURAL COMP ROOFING / APPROVED VAPOR BARRIER / 1/1" CDX PLYAUD / 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) (FIBER CEMENT) / APPROVED VAPOR BARRIER / 1/2" COX PLYMO. /2x4 STUDS ® 16" O.C. (R-21 BATT INSULATION) / 5/8" GYP.BD. 6. IxIo BAND T. HIDDEN LINE INDICATES TOP OF SECOND FLOOR 8. Ix6 TRIM BOARD S. Ix6 CORNER BOARD 10. HARDI-PANEL 8" GROVES 11. PTHC UNIT AS SELECTED 12. WINDOW HEAD, JAMB, SILL DETAILS (REFER TO 25, 2S/AI3) 13. DOOR HEAD, JAMB, SILL DETAILS (REFER TO 26, 30/AT3 14. Ix3 s 16" O.C. / TI -II PANELS 15. Ix4 OVER TI -II NO GROOVE 16. FOOTINGS (REFER TO STRUCTURAL FOR SPECIFICATIONS) IT. NOT USED I8. 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 THE DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF II HANSEN, ARCHITECT, LLC, AND 18 NOT TO EE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF ROOD HANSEN, ARCHITECT, LLC z Lu 4 z >y f - z 111 ff ca EXTERIOR TITLE: ELEVATIONS JOS°: 13%.06062020.13P DRAWN JSD D05-03-2022 SCALE: VARIES 4(o._2 5 -FLEX EXTERI TION BUILDINGS 1-16 KEY NOTE Q 2. 3. 4. 5. 6. 8. 9. 10. II. 12. 13. 14, 15. 16, IT. 0. 19. FIBERGLASS ARCHITECTURAL COMP ROOFING / APPROVED VAPOR BARRIER / 1/1" CDX PLYA ID / PRE-ENGINEERED TRUSSES (REFER TO STRUCTURAL DRAWINGS ON SPECIFICATIONS AND LAYOUT) R -4S BLOWN INSULATION) OPEN SOFFIT DOWN SPOUT CONTINUOUS GUTTER LAP SIDING (W/6" EXPOSED) (FIBER CEMENT) / APPROVED VAPOR BARRIER / 1/2" COX PLYMO. /2x4 STUDS ® 16" O.C. (R-21 BATT INSULATION) / 5/8" GYP.BD. IxIo BAND HIDDEN LINE INDICATES TOP OF SECOND FLOOR 1x6 TRIM BOARD 1x6 CORNER BOARD HARDI-PANEL 8" GROVES PTHC UNIT AS SELECTED WINDOW HEAD, JAMB, SILL DETAILS (REFER TO 25, 2S/AI3) DOOR HEAD, JAMB, SILL DETAILS (REFER TO 26, 30/AT3 Ix3 s 16" O.C. / TI -11 PANELS Ix4 OVER TI -11 NO GROOVE FOOTINGS (REFER TO STRUCTURAL FOR SPECIFICATIONS) NOT USED SHADED AREA INDICATES INTERIOR OF STRUCTURE ADDRESS IDENTIFICATION NUMBERS SHALL BE 4" HIGH (min.), 1/2" STROKE WIDTH (min.) AND OF A CONTRASTING COLOR THE DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF ROOD HANSEN, ARCHITECT, LLC, AND 18 NOT TO EE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF ROOD HANSEN, ARCHITECT, LLC z Lu 4 z Lu s U f - z 111 ff ca ;�6 EXTERIOR TITLE: ELEVATIONS JOS°: 13%.06062020.13P DRAWN JSD DSIJE 05-03-2022 SCALE: 3/8"=1'-0" ,463 5 -FLEX I1 EXTERIOR ELEVATION BUILDING 1-16 am EXTERIOR ELEVATIONS BUILDING I-16 KEY NOTE Q I. FIBERGLASS ARCHITECTURAL COMP ROOFING / APPROVED VAPOR BARRIER / 1/2" COX PLYAVD / PRE-ENGINEERED TRU55E5 (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) (FIBER CEMENT) / APPROVED VAPOR BARRIER / 1/2" COX PLY.WD. / 2x4 STUDS • 16" O.G. (R-21 BATT INSULATION) / 5/8" GYP.BD. 6. IXIO BAND T. HIDDEN LINE INDICATES TOP OF SECOND FLOOR 8. Ix6 TRIM BOARD S. Ix6 CORNER BOARD 10. MARDI -PANEL 8" GROVES 11. PTHC UNIT AS SELECTED 12. WINDOW HEAD, JAMB, SILL DETAILS (REFER TO 25, 29/AI3) 13. DOOR HEAD, JAMB, SILL DETAILS (REFER TO 26, 30/AT3 14. Ix3 m 16" O.C. / TI -11 PANELS 15. Ix4 OVER TI -II NO GROOVE 16. FOOTINGS (REFER TO STRUCTURAL FOR SPECIFICATIONS) IT. NOT USED I8. SHADED AREA INDICATES INTERIOR OF STRUCTURE 19, ADDRESS IDENTIFICATION NUMBERS SHALL BE 4" HIGH (min.), 1/2" STROKE WIDTH (min.) AND OF A CONTRASTING COLOR THE DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF ROOD HANSEN, ARCHITECT, LLC, AND 18 NOT TO EE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF ROOD HANSEN, ARCHITECT, LLC z Lu 4 z Lu s U t - z 111 ff ca ;�6 EXTERIOR TITLE: ELEVATIONS JOS°: 13%.06062020.13F DRAWN JSD DWE 05-03-2022 SCALE: 3/8"=P-0" A6.4 S -FLEX owe -Au EXISTING WALL 0 2x4 WOOD FRAMED WALL 0 I. SIDING AS SELECTED (REF. TO A6 SHEETS FOR SIDING MATERIAL LOCATION AND TYFES / APPROVED VAPOR BARRIER / 1/2" COX PLY.UID. / 2x6 STUD WALL • 16" OCG. (R-21 BATT INSULATION) / 5/8" TYPE '-XI, GYP. BD. 2. 5/8" TYPE "X" GYP. BD. / 2x4 STUDS • 16" O.C. (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 TO STRUCTURAL DRAWING FOR DETAILS) / 5/8" TYPE "X" GYP. BD. 4. REFER TO 23/A5.2 5. REFER TO 33/A52 GENERAL NOTES: I. M.R. TYPE "X" GYP. BD. BEHIND ALL WATER FIXTURES TO EXTEND 2' BEYOND THE FIXTURE (typ.) U.ON. 2. PROVIDE VERTICAL 2x6 STUD (FLAT) IN WALL FRAMING WHEN DOOR HARDWARE STRIKES WALL 3. REFER TO STRUCTURAL DRAWINGS FOR SHEAR WALL LOCATIONS AND TYPES 4. REFER TO 8HEET A52 FOR FIRE RATING DETAILS 5. TV AND DATA b. WALLS AND PARTITIONS SEPARATING DWELLING UNITS FROM _ PUBLIC OR SERVICE ALAS SHALL HAVE A SOUND TRANSMISSION CLASS (STC) OF NOT LESS THAN 50 FOR AIR -BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM E-90. PENETRATIONS OR PIPING IN CONSTRUCTION ASSEMBLIES FOR PIPING, ELECTRICAL DEVISES, HEATING, EXHAUST DUCTS ETC. SHALL BE SEALED, LINED, INSULATE OR OTHERWISE TREATED TO MAINTAIN THE REQUIRED RATINGS. PLEASE ADDRESS AND UPDATE CONSTRUCTION DOCUMENTS ACCORDINGLY. 2014 OSSC 12012 T. CONTRACTOR TO VERIFY THAT ALL FIXTURE's MEET AND ARE INSTALLED TO COMPLY WITH ADA GUIDELINES (ROOM 116 ONLY) 8, NOT USED 9, DOOR TO MEET I HOUR FIRE RATING THE DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF ROOD HANSEN, ARCHITECT, LLC, AND 18 NOT TO SE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF ROOD HANSEN, ARCHITECT, LLC Z ca ML 0� Q Ld Wi �W FIRST TITLE: FLOOR PLAN J050.13%.06082020.1-1.1 DRAM JSD Di -- 02 - 0 -- 0 -- DDATE 5r—ALE: SCALE: 3/8" =1'-0" LEASING UNIT T IT I Q � 07 x E 'nW(LaW I I ^ 9 ® E (typ.i® <U�ayp 12 (Gyp ® 5 5 I I - - - - - - - - - - - L-Ih - - - - - - - 15'-0" A.F.F. RUM saffm 14 1/1" . THE DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF ROOD HANSEN, ARCHITECT, LLC, AND ISNOT TO EE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WRHOUi THE LLRITTEN AUTHORIZATION! ROOD HANSEN, AROHINECi, L C U c 0 Q � 07 x E 'nW(LaW 12" . TION BUILDING I -t KEY NOTE Oi I. FIBERGLASS ARCHITECTURAL COMP ROOFING / APPROVED VAPOR BARRIER / 1/2" CDX PLYLID / PRE-ENGINEERED TRUSSES (REFER TO STRUCTURAL DRAWINGS ON SPECIFICATIONS AND LAYOUT) R-49 BLOWN INSULATION) 2. OPEN SOFFIT 3. DOUN SPOUT 4. CONTINUOUS CUTTER 5. LAP SIDING (W/b" EXPOSED) (FIBER CEMENT) / APPROVED VAPOR BARRIER / IR" CDX PLYi=. / 2x4 STUDS s 1611 O.C. (R-21 BATT INSULATION) / 5/8" GYPBD. 6. 11 BAND 1. HIDDEN LINE INDICATES TOP OF SECOND FLOOR S. 1x6 TRIM BOARD S. II CORNER BOARD 10, HARDI-PANEL 8" GROVES 11. PTAC UNIT AS SELECTED 12. WINDOW HEAD, JAMB, SILL DETAILS (REFER TO 25, 2%/A13) 13. DOOR HEAD, JAMB, SILL DETAILS (REFER TO 26, 30/A13 14. 11 • 16" 01,. / TI -11 PANELS 15. 11 OVER TI -11 NO GROOVE Ib. FOOTINGS (REFER TO STRUCTURAL FOR SPECIFICATIONS) 11. NOT USED 18. SHADED AREA INDICATES INTERIOR OF STRUCTURE IS. 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 z N w Z U f - 1U W ca EXTERIOR TITLE. ELEVATIONS J050613%.06062020.1-1.1 DRAM JSD QI -- Q 13y - DATE - 04-03-2022 SCALE: 1/2"=1'-0" ,4(o.1 LEASING UNIT v 1/1" ------------------ KEY NOTE Oi 1. FIBERGLASS ARCHITECTURAL COMP ROOFING / APPROVED VAPOR BARRIER / 1/2" CDX PLYLID / PRE-ENGINEERED TRUSSES (REFER TO STRUCTURAL DRAWINGS ON SPECIFICATIONS AND LAYOUT) R-49 BLOWN INSULATION) 2. OPEN SOFFIT 3. DOUN SPOUT 4. CONTINUOUS CUTTER 5. LAP SIDING (W/b" EXPOSED) (FIBER CEMENT) / APPROVED VAPOR BARRIER / IR" CDX PLYAUD. / 2x4 STUDS s 1611 O.C. (R-21 BATT INSULATION) / 5/8" GYPBD. 6. IxI0 BAND 1. HIDDEN LINE INDICATES TOP OF SECOND FLOOR S. Ixb TRIM BOARD S. Ix6 CORNER BOARD 10, HARDI-PANEL 8" GROVES II. PTAC UNIT AS SELECTED 12. WINDOW HEAD, JAMB, SILL DETAILS (REFER TO 25, 2%/A13) 13. DOOR HEAD, JAMB, SILL DETAILS (REFER TO 26, 30/A13 14. Ix3 • 16" OJ,. / TI -11 PANELS 15. Ix4 OVER TI -11 NO GROOVE Ib. FOOTINGS (REFER TO STRUCTURAL FOR SPECIFICATIONS) 11. NOT USED 18. SHADED AREA INDICATES INTERIOR OF STRUCTURE IS. 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 THE DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF ROOD HANSEN, ARCHITECT, LLC, AND IS NOT TO EE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF ROOD HANSEN, ARCHITECT, LLC f— lu ff ca EXTERIOR TITLE. ELEVATIONS JOS°: M6.0606202011.1 N DSIJE 04-03-2022 SCALE: 1/211=11.011 4(o._2 LEASING, UNIT 1/1" KEY NOTE Oi 1. FIBERGLASS ARCHITECTURAL COMP ROOFING / APPROVED VAPOR BARRIER / 1/2" CDX PLYLID / PRE-ENGINEERED TRUSSES (REFER TO STRUCTURAL DRAWINGS ON SPECIFICATIONS AND LAYOUT) R-49 BLOWN INSULATION) 2. OPEN SOFFIT 3. DOUN SPOUT 4. CONTINUOUS CUTTER 5. LAP SIDING (W/b" EXPOSED) (FIBER CEMENT) / APPROVED VAPOR BARRIER / IR" CDX PLY= / 2x4 STUDS s 1611 O.C. (R-21 BATT INSULATION) / 5/8" GYPBD. 6. IxI0 BAND 1. HIDDEN LINE INDICATES TOP OF SECOND FLOOR S. Ixb TRIM BOARD S. Ixb CORNER BOARD 10, 14ARDI-PANEL 8" GROVES II. PTAC UNIT AS SELECTED 12. WINDOW HEAD, JAMB, SILL DETAILS (REFER TO 25, 2%/A13) 13. DOOR HEAD, JAMB, SILL DETAILS (REFER TO 26, 30/A13 14. Ix3 • 16" OJ,. / TI -11 PANELS 15. Ix4 OVER TI -11 NO G=ROOVE Ib. FOOTINGS (REFER TO STRUCTURAL FOR SPECIFICATIONS) 11. NOT USED 18. SHADED AREA INDICATES INTERIOR OF STRUCTURE IS. 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 THE DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF ROOD HANSEN, ARCHITECT, LLC, AND IS NOT TO EE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF ROOD HANSEN, ARCHITECT, LLC f— lu ff ca EXTERIOR TITLE. ELEVATIONS JOS°: M6D606202011.1 DRAWN JSD DSIJE 04-03-2022 SCALE: 1/2"=1'-0" A(03 LEASINe UNIT 17 CHERRY SPRINGS APARTMENTS LANDSCAPE MASTER PLAN Ago • • • { Q O� -X2 J2 kq_ 05 ..) `r''J= ®Ln n I L n n 3 e a I L7 I Lv zo t5 t3 del • , to \ , tJ LANDSCAPE ELEMENTS IRRIGATED LAWN GRASS = 20,650 (+/-) s.f. PLANTER BEDS = 43,700 (+/-) s.f. STORMWATER PLANTER FACILITIES = 26,000 (+/-) s.f. LOW MOW / LOW WATER SEEDED AREAS = 19,500 (+/-) s.f. DECORATIVE WASHED RIVER ROCK 'ROPOSED TREES 11KF PARKIN(- 48TH ST. -- INTERIOR. PARKING LOT ISLANDS 0 77 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 INTERIOR PARKING LOTTREES PROVIDED: 49 STREET TREE REQUIREMENTS PER 4.2-140 Street Trees St Length Trees Bect'd Trees Proposed 48th St 915 30.5 32 B St. N 310 10.3 11 B St. S 310 10.3 11 Street trees reviewed during the City's PIP Process - City Project Number P 31070 10 Y Is cc Im • 0 0 0 CITY OF SPRINGFIELD civil LANDSCAPE REQUIREMENTS: structural surveying MULTI -UNIT DESIGN STANDARDS �� architecture SECTION 3.2-240 planning 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 LDR Development, Open Space, Landscaping, Pedestrian Circulation, Parking, and Vehicular Circulation 6. Landscaping, Fences and Walls. Multi -unit developments shall provide landscaping as i.e. Biglneering, Im. specified in Section 4.4-105 and the following standards See Figure 3.2Q : BOssbPtrres1 P 9 ( 9 ) Roseburg, as 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 ee gl earl°9. "m 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 BRED PROFEs considered a sole substitute for the vegetative ground cover requirement; st I N s% b. Street trees, a minimum 2 inches (dbh) caliper, shall be placed within the ��� 81111 PE I� 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; a v OREGON o c. The use of native and/or drought -tolerant landscaping is encouraged. All landscaping shall be �yoq 14 0� irrigated with a permanent irrigation system unless a licensed landscape architect submits written �qs R verification that the proposed plant materials do not require irrigation. The property owner shall PORES 06/30/2023 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 ground cover. Trees shall be specimens capable of attaining 35 feet or more in height at maturity and shall not produce excessive fruit, nuts, or sap (i.e., die to pest damage). Bark mulch is not an acceptable substitute for vegetative ground cover in the planter island. 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 5 -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 (i.e., 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; j. Parking area landscaping shall be designed to reduce storm water runoff (e.g., 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 lot/parcel shall be landscaped: 1. All required setback areas and any additional planting areas as specified in the appropriate o 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 o 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 3 screening when there are adequate provisions for ongoing maintenance. p F. Parking lot planting areas shall include: 1. Parking and driveway setback areas specified in the applicable zoning district, and °J 2. 5 % of the interior of a parking lot, exclusive of any required parking setbacks. p 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 E A. Unless otherwise specified in this Code, screening shall be required: y £ 1. Where commercial and industrial districts abut residential districts and no approved Z o 6 screening exists; LLI � w r 2. For outdoor mechanical devices and minor and major public facilities; H a 3 3. For outdoor storage yards and areas in non-residential districts abutting residential districts Q along their common property line, Q 4. For trash receptacles; cc 5. For automobile wrecking and salvage yards, and CM CIO e 6. For multifamily developments. Z B. Screening shall be vegetative, earthen and/or structural and be designed to minimize visual and d audible incompatible uses from adjacent properties. Unless specified elsewhere in this Subsection, y ti 5 screening shall be continuous to at least 6 feet above ground level. The following standards shall >~ o apply: a z 1. Vegetative Screening. Evergreen shrubs shall be planted to form a continuous hedge. When w immediate screening is necessary, a sight -obscuring fence shall be installed in place of, or in C=7 a conjunction with the shrubs. The 5 -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. L1 0' 20' 40' 80, SCALE. V=40' Lei Mai I MEcivil 0structural yingIN architecture p, e it Le O Roseburg, OR 081 1111 P? OREGON 14 0 �11rr 1, ............ .., .. ' era .r .•..r ,••u �.,. �.... .— ��1/ 00000 �� �� 0 00000 00000- 10 0 ,,, .►�► � � � � �.� �o• �� �� O � e o e e oZo�o_�ereZe�3oZo�o_�eZeZe a ����; 1 � /���,� �1. -�. _ � � y� ®� e••.or ."fir. u �•.L�►l� :;` ' i`�I {'`li'���� II�I�lIY�6,``, I •� e 0 00 O --- —� — - - —® Q�t ''�i'i ;JAI � ®QJ.�►'♦�i0=:♦'���: i °fi�►a�O.li�i1 � �'�%' O � �91�t�����'♦'�_►�►��►ice►♦1Fi�iiLa���A ►♦� © /�a O ��t � '�/�,�I► •o O O o .. i I _ i IIE♦ e ° ••000.000'010+0 0•• 0.O � _� �� © a► O �, •%opp a op—p ..� — -- — — -- — -- — — \\ eye: io:.'.ge ... .�ie:":•_� III♦�r1 '� aEi.#.Li':I�L'R1Aeie: j:' I7T�.•1 iri7iml 1111111/�11^aq� �d� I�� GRAVEL PATH C1 0 y s®mMep ���������� ����°\� ���\'\°�\�®'®'�`\`�., '•tea®���� 1'' �� ! "�`_ /� '�-'''�I ► � •moi �_�.�.►ILEo '♦► I Illleve>_e>_ev—�nl:nom—�� ►��� —011 Will�I O♦i� IIS MEN I� ��•O ! ���� ��������•.;r,�efi�,•' �, �� --s a �.. �C°�.a •� •OOe� eee „.�, ma '`; {d� ee eT•p ••••eee � sIe� �y •ses a1tOe Is ++ ®�i ♦y1 �Y.. ► is X70 .a► #�► 1M' -ir o:• �t,�r�• ��I ''- ��o I ' ,.ae, 1�.,', e►. 00 ��... u3� .��.�ea�!i�t e'rae�: e►DIiO Ol���� std'- _��` i� fi�'e: `�� ° ^7� s.��.1 6a a DECORATIVE WASHED RIVER ROCK _. �. �o � ��e���o —° ...�.,._/a,�.,,,'•.I I'�'��� ���F-AA►w��AA�00�00•.•TOi� {i °It IN��00.♦.��0��� �0�.►.�OO��i��,�� i'�j/1 • ,1I 7i III. ®J\®`®\�l'—® e e e -•°...Y a ��w. °° O O O a O a °eY .'x,'� e� a° 'j 1 f ,' 11111 l� Ie °v��0 .•7.•.N••: eesAl•IeI•..e..e .eA ee OO.f'O II l �� � °e �..w Oa —' I•w`e_— '® i' .°°TeOe eeeer� -'- 'I, ®11111 � � e e°Q QTQ Q00 OiTeTe 000 e O !�•, O °��0 •••000, • ��eee,° a'. i � .eTe eTe ee ° °�' 000000°° �w�eee Z 2T ° w.eeeY eesee �'��.e1�/1 ��I e e :o:ao:�► Oa° ° Oily ...�.°:. I .. �7q, •: „,�� ° �� rs• t• � i �,(ya7r' '°# I ����•- �� ° iF iF SIF SIF... •,., �� �i� � " SII —I, •e:.:;. •odo®O+fO e;o �.. ...►♦��eel� a:�90. ®►v1A00�00_►tL-0000'° 4 0... O OOt� `WORP�,o#: ° �I'�e._ ��f�► - :O ie: ie: im �•. ... ie: ie. O io•��#f,Fie:fk:{k�"e:�:{kik s:I�F:{k_ �O v, ami aC:# loil --'s® 0 e LANDSCAPE NOTES: SEE STORMWATER FACILITY INFORMATION ON [5] INSTALL DECORATIVE BOULDERS PER G) F91 INSTALL 3" MEDIUM FIR BARK MULCH IN ALL BIKE PARKING SEE H9 [6] INSTALL GRASSCRETE PER MANUFACTURER'S SPECS PLANTING AREAS STONE3] SPADE EDGE BETWEEN LAWN AND PLANTER BEDS F77 EXISTING TREE TO BE PROTECTED PER 9 4] LANDSCAPE EDGING BETWEEN . GRASS 0 APPLYAND INSTALL SEED MIX PER MANUFACTURER'S CHERRY SPRINGS APARTMENTS LANDSCAPE PLAN SOUTH PLANT SCHEDULE Subject to Change Based on Availability and Per Landscape Designer TREES Qi ROTMICALNME COMAMJN NNNE SIZE HEIGHTPANGE WIDI RANGE SCALE. REMARKS 8 Ana peindum'Samp Kdw' Same Jia MgAe 2Cd. 1,119 11 2), � z ORALTSIMIU 13 Ana rudum R,d MgAe 2Cd. 4,1FA' 31-40' ORALTSIMIU 12 AfiduSUI,do'Canpade' Dwarsvawaery rree zcd. 1,119 1,119' ORALTSIMIU 12 .,e, need Sis-H.1G.- Heats d G,tdR d 2Cd. 21-3J 21-3J' SINGLE-JNK. EVENLVRPANCHED. • 15 Omnis knusa McusS DmJwdxl 2Cd. 1525' 21-3J' ORALTSIMIUR FF ® 31 Fr tims pemsylvanf 'Ma Ihdl's Sced ss' ryarSlty's Sealers Great A h 2Cd. 4,1FA' 4,1FA' 4C ORALTSIMIU ib regasvoaniaiMfa'amWaKfite' aemba KfiiN aape MyNe Wit TmI* 2Cg, iS25' iS25' ORALTSIMIUR 22 Fut' ,lsp eRdlaire Olan Oct. 21-3J 21-3J' ORALTSIMIU SHRJ QTY ROTANICALNAME COMMON NAME SIZE HEIGHTPANGE WIDI RANGE CONTANER REMARKS • 195 Ragaiavir9nare wid Slav y I . Pot ORALTSIMIUR 0 84 GIM Heb, I . s Pot ORALTSIMIU ® 3J Hdidotrulm sa M.rere Hue Offi Grass I . Po[ ORALTSIMIUR is 87 R.sag}nI,rerpe Wontl Rme I ' C.i Pot ORALTSIMILAR 5 Sgraestku[jas Wertan Sgres I . Pot ORALTSIMIU GRASSES QTY HOTANICALNAME COMMON NAME SIZE HEIGHTPANGE WIDTH RANGE CONTANER REMARKS p 24 Cdvn bs xanNiAma'KVI F eti 'FerlFceSta Fmlba Reed Grass 3gd. q{' 1224' Po[ ORALTSIMIU dvdsa Eves Grey Sed, igd. 1620 1220 Pot ORALTSIMIU • 40J Jnnp,musreri'Ma ,s mte' Nm ,sK ite A" igd. 1620 1220 Pot ORALTSIMIU 0 51 PemiseWn al¢avrti]er'HvreF' V Im Fainlan Grass 3gd. P t ORALTSIMIU PERENNIALS QTY HOTANICALNAME COMMON NAME SIZE HEIGHTPANGE WIDTH RANGE CONTANER REMARKS • 53 Ru Anahrra HI Sssai igd. 2535' 1220 Pot ADDRIONALANDA)RSJBSTIRTE SPECIES N (EPTED EECIDWI-S SHRJ&S QTY 190TANIIDALINAME COMMON NAME SIZE HEIGHTPANGE WIDTH RANGE CONTANER REMARKS Q 55 FotagIlagvdeni Ouaf Wlbagila 3gd. 2535' 3648' Pot ORALTSIMIU 0 14 Hadrera am,nWa'Grem Spee' gnauai All 4' 1624' 1224' Pot ORALTSIMIU Q32 Hibis,us rynwm 'Red Heat' R,d Heat RmeofS 3' Ht 8-10' 6' Pot ORALTSIMIU 0 6 Vannnun o v)rnLmun Hghd hRudxary 3gd 46' 3648' Pot ORALTSIMIU EVERGREENSHRJ&S QTY HOTANICALNAME COMMON NAME SIZE HEIGHTPANGE WIDTH RANGE CONTANER REMARKS 54 AUdiax gaidMa'Rains Masini Rains Nosm GI 4b,ia 5gd. q{' 4 w Pot ORALTSIMIU O2) P !Sa in1f ,Geld Oust' Gnld Dtsst J,.se rare) 5gd. 68' 6' Pot ORALTSIMIU 0 PNeax - title Jd Ule J&h SONnm Indra Plelea 5ga1. 46' 46F0 Pot ORALTSIMIU 0 158 Ha anadfdia HeaVesf Hagnia I . 1620 1220 Pot ORALTSIMIU 6 CetS x'Gra,.w RW RHC Rose 3ga1. 2535' 3648' pot ORALTSIMIU .0 • 2 10 Ilexnrmda dspaiere Hdly 5ga1. 8-10' 68' Po[ ORALTSIMIU Cf 97 Ilexnrmda'Htllai Ada J�eHoly 3ga1. 37-48' 46F0 Pot ORALTSIMIU 0 41 revaMilaaigstirdia Poet reveller 3ga1. 2535' 2435' Pot ORALTSIMIU 0 31 r Vv Iaaigx4fdia'Nureted' WI,tesd ErOisb revmtla 3ga1. 1620 2435' Pot ORALTSIMIU 94 Nalma arHxadesla'Soft Caea' Soft Caers Mdrittia 3ga1. 2535' 2435' pot ORALTSIMIU 3J Naltaia fmWre CM1nere Na 3ga1 46' 2435' Po[ ORALTSIMIU 113 Naidretbner4fe'Lanm rime' Lanni rime NaMna 3ga1. 37-48' 3648' Po[ ORALTSIMIU O31 Cs maAbus cki.Yu DeiavaN OsMatA 3ga1. "' 4 w Po[ ORALTSIMIU ® 132 Prnu larmaasus'at. Wykai' Oft. LyMen revel 3ga1. 2534 3648' Po[ ORALTSIMIU ® 84 RimbleMmx'S,,t nb Smg' Septanba Sing Rrdb]aHm 5ga1. 5' 6' Pot ORALTSIMIU O q0 RrmA+deMmx'un,e, l iq Rih dm 5ga1. 37-48' 3648' Pot ORALTSIMIU O 4 Sa Ih caiarebunilis Sw.LL 3ga1. 1620 3648' Pot ORALTSIMIU O iW S mm msdfdia RaJ a 3ga1. 37-48' 3648' Pot ORALTSIMIU O m Te=ivnnMrtaedys G,rmaida I . 1218' 1224' Pot ORALTSIMIU OQ 55 MLvmmd idi band Wunun 3ga1. 2534 3648' Pot ORALTSIMIU O22 Mbvmm 4rus'S,., E ,d' Spirg Bin dLanss4ms 5ga1. 6e Pot ORALTSIMIU STORMNATER PLANTS QTY HOTANICALNME COMMON NAME SIZE HEIGHTPANGE WIDTH RANGE CONTANER REMARKS 17 Ana nmFSWm MI, Nape 3' Ht 1,112, 8-10' pOt ORALTSIMIU 0 4 Granas sidmfaa'KelseN' WIt,yR wig LU[Jr1 3ga1 2534 2434 Po[ ORALTSIMIU 211 Pct,b& nmun. Wertan Swad Fem 3ga1. 2534 2434 Pot ORALTSIMIU ® 12 Rb Wgamun R,d R.waing Ourtant 3,1 8-10' 68' Pot ORALTSIMIU GROJNDCOVERS QTY HOTANICALNAME COMMON NAME SIZE CONTAINER 89 PfdrotapisMS ways'Fig Bea' Hg H,erK rtwmi& flat ORALTSIMIU I XG Ragaiachio is Bea R, ORALTSIMIU 4:/J R�nus larmaasus' Mast Vami Nmnt Verten Lard igal. Pot ORALTSIMIU 33 Rudss r9ydraitles U.P, Sande 4' Pot ORALTSIMIU IRRIGATED {AVON PT TIO V�ATER LESS ECO -IAM MIX bttps:lipda S .canlcdlene.nsie wd-ata i e ams/pro ucisupt-770-w a4essxolswn PERVIOUS PAVERS RATED FOR EMERGENCY EQUIPMEM W W H W Z a KEYED LANDSCAPE NOTES: 1❑ SEE STORMWATER FACILITY INFORMATION ON L4 -L6 ❑� BIKE PARKING. SEE L9. 3 SPADE EDGE BETWEEN LAWN AND PLANTER BEDS ® LANDSCAPE EDGING BETWEEN STONE AND GRASS 5 INSTALL DECORATIVE BOULDERS PER 4 © INSTALL GRASSCRETE PER MANUFACTURER'S SPECS. EXISTING TREE TO BE PROTECTED PER LS ® APPLYAND INSTALL SEED MIX PER MANUFACTURER'S SPECS 19 INSTALL 3" MEDIUM FIR BARK MULCH IN ALL PLANTING AREAS 10 INSTALL BENCHES PER MANUFACTURER'S SPECS [illSCREENING PER 4.4-110 CALL BEFORE YOU DIG ! ONE CALL: (800) OAR 952-Q�1��03(QLiT44UGH OAR 952-001-0090 0' 10' 20' 40' structural O surveying architecture planning SCALE. V=20' i.e. Erigineeririg, im. 609 SE Pi%St Roseburg, OR IeerHgir ring.wm PN Ff Ss�0 81 11 1 PE OREGON o o � Z 9�G � qR 14 0� S R I EXPIRES. 06/30/2023 1 C O civil structural O surveying architecture planning i.e. Erigineeririg, im. 609 SE Pi%St Roseburg, OR IeerHgir ring.wm PN Ff Ss�0 81 11 1 PE OREGON o o � Z 9�G � qR 14 0� S R I EXPIRES. 06/30/2023 1 C O L3 O y Z W � z � V � Q D_ 4C co C7 Z wN CL w o S = w > ¢ 5 EE = s a � — W C.i II w L3 CHERRY SPRINGS APARTMENTS STORMWATER FACILITY LANDSCAPE PLANS & DETAILS STORMWATER FACILITY LOCATIONS INFILTRATION PLANTERS INFILTRATION RAIN GARDENS O 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) STORMWATER FACILITY PLANTING LAYOUTS O III 0 O O O 0 STORMWATER PLANT SYMBOLS TREES BOTANICAL/ COMMON NAME Acer circinatum /Mne Maple QAcer griseum / Paperbark Maple J✓ Anus rhombifolia /White Alder Anus rubra / Red Ader } • Populus tremuloides/Quaking Aspen SHRUBS BOTANICAL/ COMMON NAME Cornus sericea'Kelsel Kelsel Dwarf Red Twig Dogwood �o Spiraea betulifolia / Birchleaf Spirea Spiraea douglasii /Western Spirea STORMWATER GROUND COVERS BOTANICAL/ COMMON NAME Carex obnupta / Slough Sedge ® Juncus effusus / Common Rush �} Juncus tenuis / Poverty Rush Lupinus polyphyllus / Large -leaved Lupine Polystichum munitum /Western Sword Fern SURFACE FLOW TO INFILTRATION FACILITY DECORATIVE WASHED RIVER ROCK 1 "DRAIN ROCK FILTER FABRIC ,0.51 1 EXISTING SUBGRADE APPROX. DEPTH TO PERVIOUS SOIL SURFACE INFILTRATION FACILITY: SECTION A SCALE: 1" = SO " l + / L 2)SURFACE INFILTRATION FACILITY: SECTION B a SCALE: 1" = 5' Oil 1 civil ©1 1 Le OMM� �r1 Ll 1 oz m gg£ w � 5 all O O O 0 STORMWATER PLANT SYMBOLS TREES BOTANICAL/ COMMON NAME Acer circinatum /Mne Maple QAcer griseum / Paperbark Maple J✓ Anus rhombifolia /White Alder Anus rubra / Red Ader } • Populus tremuloides/Quaking Aspen SHRUBS BOTANICAL/ COMMON NAME Cornus sericea'Kelsel Kelsel Dwarf Red Twig Dogwood �o Spiraea betulifolia / Birchleaf Spirea Spiraea douglasii /Western Spirea STORMWATER GROUND COVERS BOTANICAL/ COMMON NAME Carex obnupta / Slough Sedge ® Juncus effusus / Common Rush �} Juncus tenuis / Poverty Rush Lupinus polyphyllus / Large -leaved Lupine Polystichum munitum /Western Sword Fern SURFACE FLOW TO INFILTRATION FACILITY DECORATIVE WASHED RIVER ROCK 1 "DRAIN ROCK FILTER FABRIC ,0.51 1 EXISTING SUBGRADE APPROX. DEPTH TO PERVIOUS SOIL SURFACE INFILTRATION FACILITY: SECTION A SCALE: 1" = SO " l + / L 2)SURFACE INFILTRATION FACILITY: SECTION B a SCALE: 1" = 5' Oil 1 civil ©1 1 Le surveying architecture planning Ll 1 SCALE: 1" = 5'0' WAMWA1110111 W&SHED RIVER ROCK Fill BORDER R94§§�09 20, _ •� _ rli Willi INFILTRATION PLANTER TYPICAL DETAIL NTS civil structural Le surveying architecture planning Ll oz m gg£ w � 5 all CL all lo F.11.1 cmy ""-'A'~ROusARo- q Fill o. Z INFILTRATION PLANTER TYPICAL DETAIL NTS INFILTRATION RAIN GARDEN TYPICAL DETAIL NTS civil structural Le surveying architecture planning Ll oz m gg£ w � 5 all CL all lo F.11.1 cmy q Fill Z c i a r ry irvm w a � wormoo. ® ... Ll FE wiwoo�r.weren tz a INFILTRATION RAIN GARDEN TYPICAL DETAIL NTS i.e. Engineering, im. 809 SE Pine St Roseburg, OR ieengineering.cnm %N/ G Z `v OREGON `tio C'�ggy t4 on ti AS R EXPIRES. 06/30/2023 W y H civil structural Le surveying architecture planning i.e. Engineering, im. 809 SE Pine St Roseburg, OR ieengineering.cnm %N/ G Z `v OREGON `tio C'�ggy t4 on ti AS R EXPIRES. 06/30/2023 W y H a a Ll oz gg£ w � 5 all CL all cmy q Z CL W w a � E Ll o w LL tz a ¢ yYy 6 � ¢ O 6 L4 CHERRY SPRINGS APARTMENTS STORMWATER FACILITY LANDSCAPE PLANS & DETAILS STORMWATER FACILITY LOCATIONS _ v I n n n n 1 051MOMME1,01 — INFILTRATION RAIN -GARDENS X I I- STORMWATER FACILITY PLANTING LAYOUTS cill ® O O O r_i 0 107 O STORMWATER PLANT SYMBOLS TREES BOTANICAL/ COMMON NAME 0 Acer circinatum /Vine Maple G, Acer griseum / Paperbark Maple �1✓ Alms rhombifolia /White Alder /VMl� Alms rubra/ Red Alder } • Populus tremuloides/Quaking Aspen SHRUBS BOTANICAL/ COMMON NAME Cornus sericea'Kelseyr / Kelsey's Dwarf Red Twig Dogwood Oo Spiraea betul ifoli a / Bi rchleaf Spirea 0 Spiraea douglasii / Western Spirea STORMWATER GROUND COVERS BOTANICAL/ COMMON NAME j Carex obnupta /Slough Sedge ® Juncus effusus /Common Rush OJuncus tenuis / Poverty Rush Lupinus polyphyllus / Large -leaved Lupine Polystichum munitum /Western Sword Fern civil structural Le.surveying architecture planning i.e. Engineering, im. 609 SE Pine St Roreburg, OR ieengineering.mm 081111 PNOFFSSo PEN Z 9 OREGON o O &6, t 14 EO�� y AS R - EXPIRES. 06/30/2023 law L5 01 51 ,9 20 SCALE. V= 10' 4 5 z W 6 w a2 z CL a y CM Po Z C CL y z z : 3 E 5 a L5 01 51 ,9 20 SCALE. V= 10' CHERRY SPRINGS APARTMENTS Require dents PLANTERS Per 100 s.f. of STORMWATER FACILITY PLANT SCHEDULES & CALCS a. 100Groundfity Colvers,rOR STORMWATER INFILTRATION PLANTER: FACILITY Botanical/Common Quantity Size Container EVergrecii/Deciduous Zone PANTING SOA3ME 3 Alra.demb'rfolia/Whir,Alder, _ Cornus senusa Y(dseVl'l KelsRys fMart Rw1 Twlg Dcgvlmd n 1 gar Pct Li... NR 2%S.F. TOTALTREES Spruce beulilufiu/Blrcllleal Splreu 6 Iyul. Pol Decitluous NB TREES BolaricapCommon Quantity Size Container Evergre rIDeciduous Zone Zone Container Aldus rhomb'do11a/White Nder REQUIHEU SMALL SHRUBS I" Cal. DNS Decld Lous A Ac 2"Cal . TOTALTRBES ' Quantity Size Container Evergreen/Deciduous Zona SMALL SHRUBS _ BotaNcal/Common Quantity Size Container EvergremIDe ,duous Zone A 12'C.C. Comusmnicau I'/KOISAJIsowae RAd Twig Dogwmd u 1gad Pel Deciduous NB A 19'00. Spiraeabetuliblia/Dirchleaf Spirea 6 1SO. Pet Deciduous A/D NB 12 CC TOTAL SMALL RUBLES 12 223 Pot Deciduous NB A GROUND COVERS REQUIRED SMALL SI MRS 12 Size Container EvergreeMDe ,duous Zone Spacing GROUND COVERS BotaricapCommon Quantity Size Container EVergreeNDeciduous Zone Spacing PJN I INC SCHEME B Carexobnupta/ Slough Sedge 85 1ad. Pot Cvergreer A 12'O.C. u 9 F. Juncus AD ... /lbmmor Rum '12 1gal I Svcrgmen A 12'C It STORMWATER INFILTRATION PLANTER: FACILITY C TOTAL QICUND CCV_-IIS 237 Size Container feangreeNDeciduous Zone FANTIING SCA=ME 8 June Us Of lulus/ C OFT] IT Tell Rush REQUIRED GROUND COVERS 211 I" Cal SNR Decldlnu, AB 95 `.F. STORMWATER INFILTRATION PLANTER: FACILITY B Botanical/Common Quantity Size Container EVergrecii/Deciduous Zone PJIBUNG SCA=ME3 Alra.demb'rfolia/Whir,Alder, _ Cornus senusa Y(dseVl'l KelsRys fMart Rw1 Twlg Dcgvlmd n 1 gar Pct Li... NR 125 G.F. TOTALTREES Spruce beulilufiu/Blrcllleal Splreu 6 Iyul. Pol Decitluous NB TREES BobricapCommon Quantity Size Container Evergre rIDeciduous Zone Zone Container Alplus Lure / Red! Alder REQUIHEU SMALL SHRUBS I" Cal. }NS Deciduous ANN Ac 2"Cal . TOTALTREES ' Quantity Size Container Evergreen/Deciduous Zona SMALL SHRUBS BofeNul/Common Quantity Size Container EvergreeMDe ,duous Zone A 12'C.C. SpirambAlulifolia/Blmhluaf Spirea 1 1gad Pot DecidLAUS NB A 19'00. TOTAL SMALL A (RIAS 5 23 tus. Lot Decitluous NB 12 CC REQUIRED SMALL SHRUBS 1 223 Pot Deciduous NB A GROUND COVERS BotaNcal/Common Quantity Size Container EvergreeMDe ,duous Zone Spacing STORMWATER INFILTRATION Juncus teres /Povcry1 '00 1gad Pel EVorgrccn A 12'C It PJN I INC SCHEME B TOTAL QICUND CGVCRS ' 00 Size Container Evergrean/Demduous Zone Spacing u 9 F. REQUIRED GROUND COVERS 100 Igul. Lot Evergreen A. 12 CC STORMWATER INFILTRATION PLANTER: FACILITY C Botanical/Common Quantity Size Container feangreeNDeciduous Zone FANTIING SCA=ME 8 June Us Of lulus/ C OFT] IT Tell Rush Alue,homb'rtolla/WhitRAldan 32 I" Cal SNR Decldlnu, AB 95 `.F. 2,490 SF. IOIAL MELS 1n 1 at I Fvergrem Ale"" TREES BobricapCommon Quantity Size Container Evergre rIDeciduous Zone Zone Evergreen Aldus rubra/Red Alder Cunlussericeu'Kelseyi'/Kelsays Dvurl bed Iwo Dui I" Cal. }NS Deciduous A NB TOTALTREES ' n 1car I Deoldl.ous AR SHRUBS BofeNul/Common Quantity Size Container EvergreeMDe ,duous Zone 0 a Cmn.Is seriraa'Kelseyi'/KWsajs Ilwart Hod twig l ke,uod Spirambcalifolia/Birchlu Rpirca 4 1gad Pct DecidLAUS NB STORMWATER INFILTRATION PLANTER: FACILITY P M TOTAL SMALL A (RIAS 1 Quantity Size Container feangreen/Deciduous Zone Spacing REQUIRED SMALL SHRUBS 4 '00 1 a I FvergrRen A GROUND COVERS Botanical/Common Quantity Size Container EvergremiDeciduous Zone Spacing A2 Juncus AD ... /iQu,iRug# I6 Igad Pel EvcrtJmcn A 12'CIt DRr.d loos TOTAL QICUND CCV _IIS 7E - IOIAL CHDONU CCN?i 224 AIR 1 Lal. REQUIRED GROUND COVERS /d a Iyul. RIT01PREO GRENM (MFRS 224 STORMWATER INFILTRATION PLANTER: FACILITY D - TOTAL SMAI 19RRUR9 18 A 120C. P AV TING 9CHFMFR Lupinus polyphallus/ LargeIIILupine Re REQUIHEU SMALL SHRUBS C Deciduous ARE 278 SF. GROUND COVERS Botanical/Common Quantity Size Container Evagreen/Deciduous TREES Botanical/Common Quantity St. Container fen rgreen/Deciduoue Zone Aldus dare lluliu/While Nder _ 2"Cal. SNB Decitluous NB TOTAL IRFFS SMALL SHRUBS Botanical/Common Quantity Size Container EVergrecii/Deciduous Zone F ATITIN G 9CH _MFF Alra.demb'rfolia/Whir,Alder, _ Cornus senusa Y(dseVl'l KelsRys fMart Rw1 Twlg Dcgvlmd n 1 gar Pct Li... NR 276 G.F. TOTALTREES Spruce beulilufiu/Blrcllleal Splreu 6 Iyul. Pol Decitluous NB TREES BofariciihCommon TOTAL SMAII STRIPS 19 Container Evergreen/Deciduous Zone Zone Container Acer yF,ap II',perbuk Maple REQUIHEU SMALL SHRUBS 12 3NR Jecitlucus A Ac 2"Cal . GROUND COVERS Bolarical/Common Quantity Size Container Evergreen/Deciduous Zona Spacing Botanical/Common Clue%uLUU,1u/Slcuyh Sedge 100 Iyul. PUT Evergreen A 12'C.C. C .a Y(ds y' !K its Rwart Rad Tvng Dngvlmd Juncus,enols/prverta Rus- '00 1car Pct Fru,,, an A 19'00. GROUND COVERS Bobnical/Common Lupinus polypingus/Lugo srved Lupine 23 tus. Lot Decitluous NB 12 CC Spruce redulilulhir/UrstilecilSplreu TOTAL (R2DdD CMI -RS 223 Pot Deciduous NB A 12" O.C. TOTAL SMAII STRIAS HEQUIHEU GHQUMJ COVERS 223 1 gal. Pot Evergreen A STORMWATER INFILTRATION PLANTER: FACILITY E 12 1 gal. - Pol Docidueus AIB PJN I INC SCHEME B Botanical/Common Quantity Size Container Evergrean/Demduous Zone Spacing u 9 F. Care.RLxUplu/Slcuyh Sedge 35 Igul. Lot Evergreen A. 12 CC TREES Botanical/Common Quantity Size Container feangreeNDeciduous Zone Uecidunls June Us Of lulus/ C OFT] IT Tell Rush Alue,homb'rtolla/WhitRAldan 32 I" Cal SNR Decldlnu, AB 2,490 SF. IOIAL MELS 1n 1 at I Fvergrem Ale"" NB SMALL SHRUBS Botanical/Common Quantity Size Container Evergrean/Dsciduous Zone Evergreen A/6AN Cunlussericeu'Kelseyi'/Kelsays Dvurl bed Iwo Dui 6 Iyul. Pat Decitluous NB STORMINATER INFILTRATION Spruce hetullfolia/Rlrchleal Spirea n 1car I Deoldl.ous AR Qu.m!Ly PANTING SO EMC J IOIAL SMALL SHWAS 12 Zone 6 0 a Cmn.Is seriraa'Kelseyi'/KWsajs Ilwart Hod twig l ke,uod 3113 S F. REQUIRED SMAII SHRURS 12 Uecidunls Api STORMWATER INFILTRATION PLANTER: FACILITY P M GROUND COVERS Botinical/Common Quantity Size Container feangreen/Deciduous Zone Spacing Carexohnupfa/9lopgh9.i '00 1 a I FvergrRen A 19'00. Ju u'1 i 'uvelyl i. 100 igul. Pct Lveryreul A2 CC Botanical/Common Ire pI4P1^ILs/I. g -leaved lupine 94 1Dal. PRt DRr.d loos AR 19'0 C. - IOIAL CHDONU CCN?i 224 AIR 1 Lal. Pot Spruce beulilufia/Ulrcldeal Spires a Iyul. RIT01PREO GRENM (MFRS 224 _ - TOTAL SMAI 19RRUR9 18 A STORMWATER INFILTRATION PLANTER: FACILITY L Quardity Size Container Evergreen/Deciduozz Zone F ATITIN G 9CH _MFF Alra.demb'rfolia/Whir,Alder, _ 1 2" Cc Uecidunls Oociduoto A 276 G.F. TOTALTREES 1 A So Sea bell / Birchleof Spired TOTAL LARGE SHRUBS 1 gal. TREES BofariciihCommon Quantity Size Container Evergreen/Deciduous Zone Zone Container Acer yF,ap II',perbuk Maple d eCul. 3NR Jecitlucus A Ac 2"Cal . TOTAL Iffil 8 1gal. Pot Deciduous AIB SMALL SHRUBS Botanical/Common Quantity Size Container EVergre ra Deciduous Zone SMALL SHRUBS Botanical/Common C .a Y(ds y' !K its Rwart Rad Tvng Dngvlmd 4 1 gal. Pct position, NR AIB 12"00 GROUND COVERS Bobnical/Common Qu.nttiy Size Container Evergreen/Deciduous Zone Spacing Spruce redulilulhir/UrstilecilSplreu S tus. Pot Deciduous NB A 12" O.C. TOTAL SMAII STRIAS 12 1 gal. Pot Evergreen A 12'OG REQUIRED SMALL SHRUBS 12 1 gal. - Pol Docidueus AIB GROUND COVERS Botanical/Common Quantity Size Container Evergrean/Demduous Zone Spacing 12. OC. Care.RLxUplu/Slcuyh Sedge 35 Igul. Lot Evergreen A. 12 CC 45 Juncus Rflusus/Gene'. 1 '44 1car I Rotor. A Uecidunls June Us Of lulus/ C OFT] IT Tell Rush Lupinus pulypir,lus I Lmymleavetl Lupine 32 1us. Pot Decitlueres' NB 2,490 SF. Pare,finhum mlminlm /WeFtern 3wdrd Fern 1n 1 at I Fvergrem Ale"" NB 12.0 C. I0IAL(iiO11NU COVERS 221 36 1 gal. Pot Evergreen A/6AN REQUIRED OREUM COVERS 221 IOIAI GHOUNDGOVI RS 988 17 STORMINATER INFILTRATION PLANTER: FACILITY M _ o w REQUIRED GROUND COVERS 288 Qu.m!Ly PANTING SO EMC J Container EvergrernMeciduous Zone 6 0 a Cmn.Is seriraa'Kelseyi'/KWsajs Ilwart Hod twig l ke,uod 3113 S F. (gel- I'of Uecidunls Api STORMWATER INFILTRATION PLANTER: FACILITY P M TREES Botanical/Common Quantity Size Container EvergreeMDeciduous Zone Acer guseum/Papsbark Maple 13 2"CaL 3NB Occiduous A 302 3 F TOTALTREES REQUIRED SMALL SHRUBS 13 SMALL SHRUBS Botanical/Common Quantity Size Container li ergreeNDecidreus Zane Container Evergreen/Deciduous Cnrnrls sencRa Y(dseyi'l KelsR}Is 1T.vart Rwl TVAg Drxlvlmd - 1 cal. Pct pearl AIR 1 Lal. Pot Spruce beulilufia/Ulrcldeal Spires a Iyul. Pot Deciduous NB _ .gal- TOTAL SMAI 19RRUR9 18 A 120C. Lupinus polyphallus/ LargeIIILupine Re REQUIHEU SMALL SHRUBS C Deciduous ARE 12" O.C. GROUND COVERS Botanical/Common Quantity Size Container Evagreen/Deciduous Zone Spacing Dune, oboplu/Slough Sevlgs 35 tus. Pol Lveryreen A 12'C.C. .Uncus effuSs/CmmnnI I 1n7 1 a. Pre Evergreen A 12'0 C. Lupous polyplryllus I Large coetl Lupine 32 1 1yul. Pct Deciduous NB 12'O.C. Pare,ichlmmnnre/Western Sward Fern 10 1gal. I Evergreen A PM 19'0 C. IOINL G1QUNU C(NLHS 244 REQUIRED GRCl/NO COVERS 244 Quantity Size Container Evergreen/Deciduous Zone b. 80 Ground Covers and 4 Small Shrubs, OR c. 60 Ground Covers and 12 Small Shrubs STORMWATER INFILTRATION PLANTER: FACILITY N I'I AN IINGSD II MI IS 3553F INFILTRATION RAIN GARDENS Requirements: Per 100 s.f. of facility area: a.100 Ground Covers, OR b. 80 Ground Covers, 2 Large Shrubs 4 Small Shrubs and 1 tree (deciduous or evergreen) TREES Botanical/Common Quardity Size Container Evergreen/Deciduozz Zone _ Alra.demb'rfolia/Whir,Alder, _ 1 2" Cc Uecidunls Oociduoto A 1 TOTALTREES 1 A So Sea bell / Birchleof Spired TOTAL LARGE SHRUBS 1 gal. Pot SMALL SHRUBS Botanical/Common QuaMfty Size Container Evergreen/Doclduous Zone Container Conus saicra Kolsoyi' / Kdxys Dwarf Red Twig Dogwood d 1 gal- Pot Deciduous Ac 2"Cal . SPaoe buluriloria l BilcNeal Soiree 8 1gal. Pot Deciduous AIB Botanical/Common UTAI SMAI I SI ILIUMS 16 Container Evergreen/Deciduous Zone SMALL SHRUBS Botanical/Common REQUIRED SMALL SHRUBS 15 Container EvergreeryDeciduous Zone AIB 12"00 GROUND COVERS Bobnical/Common Qu.nttiy Size Container Evergreen/Deciduous Zone Spacing Gerex Mlnupta / Slglgh Sense 88 1 gal I'M I verge'. A 12" O.C. Juncus tenuis/ Poverty Rush 158 1 gal. Pot Evergreen A 12'OG Lp,,,TB Pul�ryllus/ Holds -leaved Lupine 28 1 gal. - Pol Docidueus AIB 12'OG Pdystichum munitum /Western Sword FOR 10 1 gal. Pot Evergreen A/B/W 12. OC. TOTAL GROUND COVERS 284 Zona Spacing Por Ca: ex obnupta! Slough Sedge 45 RI QUIRI I J GROUND HOW HS PIE Evergreen A 12 OG Uecidunls June Us Of lulus/ C OFT] IT Tell Rush STORMWATER INFILTRATION PLANTER: FACILITY O _ Guam" Size Container EvergreenNeciduoas Zone _ PLANTING SCHEME B 2"Cel Pef Uecidunls A TOTAL TREES 1 ANIS 350S IF A So Sea bell / Birchleof Spired TOTAL LARGE SHRUBS 1 gal. Pot Deciduous A/R TREES Botanical/Common Guardity Size Container Evergreen/Deciduous Zone 1 2"Cd- Alnusr„bm/Red Alder 1 2"Cal . BNB Deciduous AMI Pnt I eargai IOIAI ILIUS Botanical/Common Quantity Size Container Evergreen/Deciduous Zone SMALL SHRUBS Botanical/Common Quantity Size Container EvergreeryDeciduous Zone AIB 12"00 Cumus BoUl'KJS.yi' / Keleavu LAvml Red Twig Dug_wuud 10 1 gal. Pot Docidueus AIR ND 12"OC. Spread befull a Fuuhleat Seurat T 1 Rol- Pet 1BCILIncre Apt A 12" O.C. TOTAL SMALL SHRUBS 17 212 A/II EW 12" O.C- GROUND COVERS Botanical/Common Qual Y REQUIRED SMALL SHRUBS it 242 Zone Spacing P 9 PEQUIRED GROUND G'O'.'ERS Cards neonate/ Slough Sedge 96 GROUND COVERS Botanical/Common Guardky Size Contalrer Evergraen/Doclduous Zona Spacing Por Ca: ex obnupta! Slough Sedge 45 1gal. Pot Evergreen A 12 OG Uecidunls June Us Of lulus/ C OFT] IT Tell Rush /g 1gal. Put Evergreen A12"O-C 2,490 SF. Juncus tenuis l Poverty Rush 128 1gal Pot Deciduous NB 12.0 C. Lupinus polyphyllus/ Large -leaved Lupine 36 1 gal. Pot Evergreen A/6AN 12'OG IWciduous IOIAI GHOUNDGOVI RS 988 17 Y EES TOi _ o w REQUIRED GROUND COVERS 288 Qu.m!Ly Size Container EvergrernMeciduous Zone 6 0 a Cmn.Is seriraa'Kelseyi'/KWsajs Ilwart Hod twig l ke,uod II (gel- I'of Uecidunls Api STORMWATER INFILTRATION PLANTER: FACILITY P M So sea beWldoliu/ Birchleaf Spirea 2 1gal. Pot Residual PLANTING SCHEME 6 TOTAL SMALL SHRUBS 13 302 3 F REQUIRED SMALL SHRUBS 13 TREES Botanical/Common _ Guam" Size Container EvergreenNeciduoas Zone Alnlxc'hnmbilolial White Aldnr 1 2"Cel Pef Uecidunls A TOTAL TREES 1 ANIS 6 A So Sea bell / Birchleof Spired SMALL SHRUBS Botanical/Common Guardity Size Container EverginamuDeciduouer Zone All rhombifolia/Whit, Alder 1 Ce're1s sadraa'Kelsey//KOIsaySIMert(led twig l legvvood 12 (gel- I'of Usciduoos ANIS 6 A So Sea bell / Birchleof Spired TOTAL LARGE SHRUBS 1 gal. Pot Deciduous A/R Quantity Size TJTAL SMALL SHRUBS 1/ Zone Cornus sencea'Kelseyi' / Kelsey's Dwarf Red Twig Dogwood Alnusmbra/Red Aldo, 1 2"Cd- BNB i N QUIRI U SMAI I Sr IRIlI t,9 17 IOIAI SMAI I SI ITUMS TOTALTREES 1 out Pnt I eargai GROUND COVERS Botanical/Common Quantity Size Container Evergreen/Deciduous Zone Spacing Zone Carex ubnuple/Strugh Sued. 94 1gal. Pot Evsrganl AIB 12"00 Ca ex ubnupB/ Slnlgh Sedge Juncuseftusr/Cgnmon Rush 118 .gal- Pct Evergreen ND 12"OC. TOTALSMALL SHRUBS Lupinus polyphyllus/ Large -leaved Lupine 30 1 gal. Pot Decus iduo A 12" O.C. 9 IOIAI GIIOUNUCOVI IIS 212 A/II EW 12" O.C- GROUND COVERS Botanical/Common Qual Y Size REQUIRED GROUND COVERS 242 Zone Spacing P 9 PEQUIRED GROUND G'O'.'ERS Cards neonate/ Slough Sedge 96 1get STORMWATER INFILTRATION PLANTER: FACILITY O A 12"OC. Cornus sericea Xodeyi' / Kelsey's Dwarf Red Twig Dogwood Juncus eftusus/ Common Rush 83 1gal. Por PLANTING SCHEME B A Sp raeA tinturtholualNnrhlRat Spirea upiml5 polyphylbx/ I arge-leaved I Lein 24 1 gal - I let Uecidunls 3F TOTAL SMALL SHRUBS TOTAL GROUND COVERS 203 2,490 SF. TREES Botanical/Common _ Guam" Size Container Evergreen/Deciduous Zone Anargrisaum/1'apnbarkMaple 17 2"Cel - I'of Uecidunls Atli IWciduous A TOTALTREES 17 Y EES TOi 25 o w SMALL SHRUBS Botanical/Common Qu.m!Ly Size Container EvergrernMeciduous Zone 6 0 a Cmn.Is seriraa'Kelseyi'/KWsajs Ilwart Hod twig l ke,uod II (gel- I'of Uecidunls Api 3 M So sea beWldoliu/ Birchleaf Spirea 2 1gal. Pot Residual A/R TOTAL SMALL SHRUBS 13 REQUIRED SMALL SHRUBS 13 GROUND COVERS Bobnical/Common Quantity Size Container Evergreen/Deciduous Zone Spacing Carox ubnuplul Sedge 82 1 Lal. Pot Ev.panl A 12" OC. Juncusuffit./Common Rush 67 .gal- Pct Evergreen A 120C. Lupinus polyphallus/ LargeIIILupine Re 1 gal. Pot Deciduous ARE 12" O.C. I ldystichum munlfuer I Western Svnrd I ern 33 1 gal Pct I verguren NR/W 12" 2C. TOTAL GROUND COVERS 245 REQUIRED GROUND COVERS 24i STORMWATER INFILTRATION PLANTER: FACILITY R PLANTING SCHEME B 132 S.F. TREES Botanical/Common Quantity Size Container Evergreen/Deciduous Zone Alnusrubra/ Red Alder 1 2" Ca BNB Deciduous A TOTAL TREES SMALL SHRUBS Botanical/Common Quantity Size Container Evergreen/Deciduous Zone Cents sencea Kelsey,' / Kelseys Daorf Red Twig Dogwood 4 1 gal. Pot Deciduous ARE SP aoe bull Birchleal Spirea 2 1gal. Put Docidueuu AIB TOTAL SMALL SHRUBS c REQUIRED SMALL SHRUBS 6 GROUND COVERS Botanical/Common Quamky Size Container Evergreen/Deciduous Zone Spacing Cards obnupta/ Slough Sedge 68 1gal per Evergreen A 12"OC. edusus/ Common Rush 28 1gal. Por Evergreen 12 OG TJul IWBSiP.m GWllnr Prn Ig gal Ps, VP.rfy]mrrl All TAlchllmmllnlrllm TOTAL GROUND COVERS O 106 REQUIRED GROUND COVERS 106 - jIII�ATIIIII I STORMWATER INFILTRATION PLANTER: FACILITY S Quantity Size Container Evergreen/Deciduous Zone PL OTING SCHEME All rhombifolia/Whit, Alder 1 2" Cal RED I� ,. 1 2103E 6 A 12"0.C. TOTAL LARGE SHRUBS b0 TREES TREES Botanlcal/Common Quantity Size Container Evergraen/Oeciduous Zone Cornus sencea'Kelseyi' / Kelsey's Dwarf Red Twig Dogwood Alnusmbra/Red Aldo, 1 2"Cd- BNB Oociduous A IOIAI SMAI I SI ITUMS TOTALTREES 1 out Pnt I eargai A 12" O.G. SMALL SHRUBS Botanleal/Common Quantity Size Container Evergreen/Daelduous Zone GROUND COVERS Botanleal/Common _ Ce;nus sencea Kelseyi' / Kel�ys Dmmf Red Twig Dogwood 6 1 gal. Por Deciduous A/E Ca ex ubnupB/ Slnlgh Sedge Sp' aea bslulilolia/ Birchleal Spirea 3 1HR. Put Docidueus AIB Juncus effesus! Cgnmon Rush TOTALSMALL SHRUBS _ _Pot Evergreen A, 12' O.C. POVsfinhum mundum / Wastern Stand I ern REQUIRED SMALL SHRUBS 9 PUT I eargai A/II EW 12" O.C- GROUND COVERS Botanical/Common Qual Y Size Container Ever reen/Deciduoua 9 Zone Spacing P 9 PEQUIRED GROUND G'O'.'ERS Cards neonate/ Slough Sedge 96 1get Por Evergreen A 12"OC. Cornus sericea Xodeyi' / Kelsey's Dwarf Red Twig Dogwood Juncus eftusus/ Common Rush 83 1gal. Por Evergreen A Sp raeA tinturtholualNnrhlRat Spirea upiml5 polyphylbx/ I arge-leaved I Lein 24 1 gal - I let Uecidunls µ9i TOTAL SMALL SHRUBS TOTAL GROUND COVERS 203 2,490 SF. PEQUIRED SMALL SHRUBS REQUIRED GROUND COVERS 138 W TREES Botanleal/Common Quantity Size Container Evergreen/Deciduous Zone STORMWATER INFILTRATION PLANTER: FACILITY T PLANTING SCHEME B 15581. TREES Botanical/Common Quantity Size Container Evergreen/Deciduous Zone Alnusrubra/Red .Nder All rhombifolia/Whit, Alder 1 2" Cal RED Redduous ,. 1 IOIAI IPi I S 6 A 12"0.C. TOTAL LARGE SHRUBS b0 TREES SMALL SHRUBS Botanical/Common Quantity Size Container Evergreen/Deciduous Zone Container Cornus sencea'Kelseyi' / Kelsey's Dwarf Red Twig Dogwood 7 1 gal. Pot De, dUOLla AB Spacing IOIAI SMAI I SI ITUMS 7 1 out Pnt I eargai A 12" O.G. REQUIRED SMALL SHRUBS 7 1gal. Pot Eyelglen, A 12"0.0. GROUND COVERS Botanleal/Common _ Quantity Size Container Evergreen/Deciduous Zone Spacing Ca ex ubnupB/ Slnlgh Sedge 29 1 get Put Ev spOen A 12" OC. Juncus effesus! Cgnmon Rush 85 1 gal. _Pot Evergreen A, 12' O.C. POVsfinhum mundum / Wastern Stand I ern 1C I gal. PUT I eargai A/II EW 12" O.C- TOTAL GROUND COVERS 124 to 10 Pot Deciduous SMALL SHRUBS PEQUIRED GROUND G'O'.'ERS 124 Size Container Evergreen/Deciduous Zone IEOULRED GROUND COVERS Cornus sericea Xodeyi' / Kelsey's Dwarf Red Twig Dogwood 30 PLANTING S'CH EME B 150 S F - TREES Botanical/Common Quantity Size Container Evergmen/Deciciuoue Zone Alnusrubra/Red .Nder 1 2" Car BNB Deciduous AW TOTAL TREES 1 TOTAL SMALL SHRUBS 6 A 12"0.C. SHRUBS Botanical/Common Quantity Size Container EvergreeNDeciduorrs Zone PLANTING SCHEME B Cornus sericea'Kelseyi/ Kelsey's Dwarf Red Twig Dogwood 6 1 gal. Pot Deciduous NB 1,537 S F TOTAL SMALL SHRUBS 6 A 12"0.C. TOTAL LARGE SHRUBS b0 TREES REQUIRED SMALL SHRUBS 5 Size Container Evergreen/Deciduc ue Zone Container GROUND COVERS Botanical/Common Quantity Size Container Evergreen/Deciduous Zone Spacing CA'ex oh.upte / Siough Sedge 90 1 out Pot I eargai A 12" O.G. June us eftusus/ GC111rTIOR Rush b/ 1gal. Pot Eyelglen, A 12"0.0. Lipinus polyphyllus / Large -leaved Lupine 12 1 gal. Pot Deciduous AB 12" O.C. Polystichum mundum / Wastern Swnd I nn 21 1 gel. Put I vngeser Al Ew I2" () O. TOTAL GROUND COVERS _ 120 1gal. Put Deelduous A/B U REQUIRED GROUND COVERS 120 123E 1245 1 gal. Po[ Evergreen is 00r1hl UTAROI SIIHIIIIS STORMWATER INFILTRATION RAIN GARDEN: FACILITY 7 civil Quantity structural Le surveying architecture PLANTING SCHEME B planning 5gal. BNB Deciduous Carox obnupta/ Slough Sedge 598 1,537 S F Pot Evergreen A 12"0.C. TOTAL LARGE SHRUBS b0 TREES Botanic l/Common Quantity Size Container Evergreen/Deciduc ue Zone Container Populustremuloides/Quaking Aspen 16 1,51 Go BNB Dec duous A Put TOTAL TREES 16 12"O. G. 1 gal. O _ Lip nus polyphyllusI Large -leaved Lupine REQUIRED TREES ld Pot Deciduous AIR _ 12' O.C. LARGE SHRUBS Botanic IlCommon Quantity Size Container Evergreen/Deciduous Zone 10U ArIc,,noiretum/ViriMapin 9 5ga1. Pot IMgduque AlI'ArV Size SpLaead_wglasl/Weston. Spirea 22 1gal. Put Deelduous A/B U TOTAL LARGE SHRUBS 31 123E 1245 1 gal. Po[ Evergreen is 00r1hl UTAROI SIIHIIIIS 91 to 10 Pot Deciduous SMALL SHRUBS Botanic IlCommon Quantity Size Container Evergreen/Deciduous Zone IEOULRED GROUND COVERS Cornus sericea Xodeyi' / Kelsey's Dwarf Red Twig Dogwood 30 1 gal. Pot Deciduous AB Sp raeA tinturtholualNnrhlRat Spirea 32 IBM Put IMc'dllouS All TOTAL SMALL SHRUBS 62 2,490 SF. PEQUIRED SMALL SHRUBS 32 W i.e. Engineering, its. 809 SE Pine SI Roseburg, OR ieengirleering.ssm BRED PROFESS 5 , / v Rj 811E/PE -2a `v OREGON o EXPIRES'. 06/30/2023 GROUND COVERS civil Quantity structural Le surveying architecture Zone planning i.e. Engineering, its. 809 SE Pine SI Roseburg, OR ieengirleering.ssm BRED PROFESS 5 , / v Rj 811E/PE -2a `v OREGON o EXPIRES'. 06/30/2023 GROUND COVERS Botanic VOommon Quantity Size Container Evergreen/Deciduous Zone Spacing 5gal. BNB Deciduous Carox obnupta/ Slough Sedge 598 11 Pot Evergreen A 12"0.C. TOTAL LARGE SHRUBS b0 TOTAL SMALL SHRUBS _ REQUIRED LARGE SHRUBS 50 Size Container Evergreen/Deciduous C SMALL SHRUBS Botanical/Common Juncus aftosas/Gnomon Rush 019 1ga1. Put Evergreen A 12"O. G. 1 gal. O Deeiduous Lip nus polyphyllusI Large -leaved Lupine 19 34 Pot Deciduous AIR _ 12' O.C. IOIAI SMAI I SI PH118 n Pot IUTAI 1290 12"O.C. REQUIRED SMALL SHRUBS 10U GROUND COVERS Botanlcal/Common Quantity Size Container Evergreen/DeGtluous Zone Spacing Co-sraInupte/Slough Sedge 184 1gal. U Nongreen REQUIRED G.C. 123E 1245 1 gal. Po[ Evergreen A, L p nus polyphyllus/Large-(paved Lupine to 10 Pot Deciduous A/B T.)TAL GROUND COVERS 1992 - OJ IEOULRED GROUND COVERS 1992 or 0 STORMWATER INFILTRATION RAIN GARDEN: FACILITY 3 PIANIING8CI IMI R Cal 2,490 SF. Z W TREES Botanleal/Common Quantity Size Container Evergreen/Deciduous Zone Populus hemuloides/(lualang Aspen 25 1 5 Gal. HER IWciduous A Y EES TOi 25 o w m i x` 5 r M LJJ CY o oc 6 0 a N � 4 I ¢ 3 M REQUIRED REQUIRED TREES 25 LARGESHRUM Botanical/Common Quantity Size Container Evergreen/Decitluoro Zone Acer cuoinatum/Vine Maple 5 5gal. BNB Deciduous IVB,W Spimea d_ouglasi/Wastern Spirea 45 1gal. Pot Deciduous AB TOTAL LARGE SHRUBS b0 TOTAL SMALL SHRUBS /2 REQUIRED LARGE SHRUBS 50 Size Container Evergreen/Deciduous Zone SMALL SHRUBS Botanical/Common Quantity Size Container Evergmen/Decidmm Zone Cumus Burin.. Kelsey, / Kelsey's- Dwarf Red Twig Dogwood do 1 gal. Spacing Deeiduous A/B Spiraca hetulitolia/ Birchleaf Spirea 34 1gal. Pot Deciduous A/B IOIAI SMAI I SI PH118 100 Pot Evergreen A 12"O.C. REQUIRED SMALL SHRUBS 10U GROUND COVERS Botanlcal/Common Quantity Size Container Evergreen/DeGtluous Zone Spacing Co-sraInupte/Slough Sedge 184 1gal. Pot Nongreen A 12"O.C- Juncus of el Cgnmon Rush 1245 1 gal. Po[ Evergreen A, L p nus polyphyllus/Large-(paved Lupine 263 10 Pot Deciduous A/B T.)TAL GROUND COVERS 1992 IEOULRED GROUND COVERS 1992 or STORMWATER INFILTRATION RAIN GARDEN: FACILITY PL4NTI NG SCHEME B TREES Botanical/Common Quantity Size Container Evergreen/Decitluous Zone Papulas hamuloidas/Oualting Espen 18 1.b "Cal. BNB Dec duous A TOTAL TREES 18 32 1gal. Put Deludllollfi PI QIIIRi D IRI 1 S 111 TOTAL SMALL SHRUBS /2 LARGE SHRUBS Botanical/Common Quantity Size Container Evergreen/Deciduous Zone Ace- circinature/VineMai 4 51 Pot Due LRJs A/B/'N Size Container Evergreen/Decitluous Zone Spacing Caexubrlu In SlW Ir Sed e / p U U 4bl SO Food dglg a. I / Western tiRuO a 3i eat Put � W.cldlloll9 AM TOTAL LARGE SHRUBS 36 Pot Evergreen A 12"O.C. REQUIRED LARGE SHRUBS 36 SMALL SHRUBS Botanical/Common Quantity Size Container Evergreen/Deciducus Zone Cornus sericeu'Kelsey7 / Kelseye Dwarf Red Twig Dogwood 40 1 gal. Pot Deciduous AaB Splraea traturtiolla/ I hrr:hlnat Bpnea 32 1gal. Put Deludllollfi f'y'1 TOTAL SMALL SHRUBS /2 REQUIRED SMAL SHRUBS 72 GROUND COVERS Botanical/Common Quantity Size Container Evergreen/Decitluous Zone Spacing Caexubrlu In SlW Ir Sed e / p U U 4bl 1 al. g LOT E,so reel) N A 12 CC Juncus of(usus l Common Rush 884 1gal. Pot Evergreen A 12"O.C. o nUnus pnlyphyllus I large -leaved upinR 105 1 gal. Put Dou'duous A/R 12" O.C. TOTAL GROUND COVERS 1,440 REQUIRED GROUND COVERS 1,440 Q E y £ V � G Y d o s all Q y or Cal Z W ( Y � o w m i x` 5 r M LJJ o oc 6 0 a N � 4 I ¢ M CHERRY SPRINGS APARTMENTS OPEN SPACE ANALYSIS civil � structural Le surveying architecture OPEN SPACE KEY: planning PRIVATE OPEN SPACE COMMON OPEN SPACE i.e. Engineering, im. 809 SE Pine S[ ® Roseburg, OR ACTIVE RECREATION AREA ieengineering.mm 01,1 OFej� R W 1 11 1 PE F N 1 N N Vy m m U) Z 9 OREGON o i 2 • • • • • • • • • O,SO"9R1' 14 a AS R EMEHGENCYVEHICLEACCESS a +. EXPIRES. 06/30/2023 © � O O8 -PLD( r 8 -PLD( 8-PLEX 8 -PLD( N 8-PLIX 8 -PLD( •.. ® — — — — — — — — — — — e e —�� ` .., •.. / 000°0 0000 O .x•� N b 8 -PLD( - - - - - - -----J LL, °e--- / 1v 4 \ \ -------- ------mvp I I., I - - -- I 15 13 I I I U N, U - I ® a-PLIX 8-PLIX 8-PLIX 11 I a a -PLD( 8-PLIX .i } • . ,. l O I D 9. ® I I D C 0 8-PLIXOFFIC I I ICELL 8-PLEX \ 8-PLIX 8-PLEX \ cd ,UNIT • I I I N m I In O\\\\O per_ 48TH ST. 47e s.t. PRIVATE OPEN 1,aoo (+/-) s.t.CTIVE SPACE FOR OFFICE + 1 UNIT RECREATION SPACE o H OPEN SPACE SUMMARY: CALCULATIONS: Units: 129 COMMON OPEN SPACE: ACTIVE RECREATION AREA: 0 3 r Acres (residential only): 7.2 ac. CODE SECTION 3.2-240 COOESECTION3.2- Mild-unitdevelopments shalfol within common open spare a minimum of250square feetofactzw recreation area (including, butnothirdedto: " D. S.b.i A minimum of 0.25 square feet of common open space shal/be required for each square fiot ofgross residential floorarea,' children's play areas, pray fields, swimming pools, sports muds) for every 20 units or increment Mereof. For example, a 60 unit the ve%pmentshall provide CL 240 D.S.b.iv a minimum area of 750 square feet for active recreatlon, rib horizontal dimension shall be less Bran 15 feet Q PRIVATE OPEN SPACE: 6,288 sf = 0.14 ac .zs sl common open COMMON OPEN SPACE: 104,851 sf = 2.4 ac space required /each sf Round up to y Notes/requiements ACTIVE REC. AREA: 1,800 Sf +/- Notes/requiements nearest whole Need 2501 per included in Common of gross residential floor z_ Space Total 129x990 area .25x129,710 See Diagram S Oen Divide 129 by 20 number increment of 20 7 increments of 20 x 2501 w � w � Open p d COMMON OPEN Common Open Space Total Required Common ACTIVE RECREATION Active Recreation Total Required Active TOTAL OPEN SPACE: 111 ,139 sf = 2.6 ac SPACE CALCULATION Units SF/Unit Total Gross SF Factor(sf) Open Space (sf) Total Provided Common Open Space (sf) AREA CALCULATION Units Increments of ZO Round Up Space Factor (sf) Recreation Space (sf) Total Provided Active Recreation Area (sf) y S i 5 129 990 127,710 0.25 31,927.5 107,350 129 6.45 7 250 1,750 1,800(+/-) _ TYPICAL 8-PLEX PRIVATE OPEN SPACE: d LL W w = a M PRIVATE OPEN SPACE: V `a M 8 -PLD( CODE SECTION 3.2-240 Dwelling units located at or below finished grade, or within 5 feet of finished grade, shall provide a minimum of 96 square feet ofprivate open space, with D.5. cm nro dimension less than 6 feet,Private Open Space provided may be deducted from the required amount of Common Open $are. RePrivate PRIVATE OPEN SPACE Ground Floor Open Space/ Total Req'd Private Deduct Private Open Space CALCULATION Units Units Unit Open Space from Common Open Space Total Provided Private Open Space(st) NOTES: TYPICAL PRIVATE OPEN SPACE/ 129 65 96 6240 25,687.5 6,288.6 No Horizontal dimension shall be less than 6' 0' 15' 30' 60' GROUND LEVEL UNIT: 101.5 sf SCALE V=30' CHERRY SPRINGS APARTMENTS NOTES: 1. No pruning shall he performed LANDSCAPE NOTES & DETAILS approved ahori 2. No ey 2Nd quipmentshall operate inside the prolective lending 2. including during fence installation PLANTING NOTESaM enroval. 3. TREE PROTECTION AREA GREATER 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 DRIPLINE LOCATE MATERIAL OF ACCEPTABLE SIZE AT THE TIME OF INSTALLATION, CONTACT LAN ESCAPE DESIGNER FOR SPECIES SUBSTITUTION, DOWN -SIZING OR AS REQUIRED, BY THE CITY OF SPRINGFIELD, THERE WILL BE AN ABOVE GROUND INSTALLED BACKFLOW ASSEMBLY [REDUCED PRESSURE BACKFLOW ASSEMBLY 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 (RPBA)I FREE PLANTS. NTS 3. CONCEAL ALL IRRIGATION VALVES IN SHRUB AREA. _ Tr% protectionlence: 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 High density pDlyethelene 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.) laking with 3.5"x1.5"openings. Color orange. 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 �10- - - mulch) layer. FEET FROM ALL UNDERGROUND UTILITIES, STREET LIGHTS, HYDRANTS, AND OUT OF DRAINAGE FLOW LINES. SHOULD THIS NOT BE POSSIBLE, CONTACT THE FEET e✓ery50'alortglence. LANDSCAPE DESIGNER FOR DECISION ON PLACEMENT . ?' "• 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 FOR A 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 QUALITY AMENDED 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 4INC LES 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. BACKFILL MATERIAL FOR ALL TREE AND SHRUB PLANTINGS SHALL CONTAIN. ONE PART FINE GRADE COMPOST TO ONE PART TOPSOIL BY VOLUME, BONE MEAL PER MANUFACTURE'S RECOMMENDATION, AND SLOW RELEASE FERTILIZER PER MANUFACTURER'S RECOMMENDATION. EACH TREE MUST BE PLANTED SUCH THAT THE ROOT FLARE IS VISIBLE AT THE TOP OF THE FOOTBALL. TREES WHERE THE ROOT FLARE IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. SET TOP OF ROOT BALL 3' ABOVE ADJACENT FINISH GRADE 3' MIN. MULCH RING. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK. KEEP MULCH V AWAY FROM TRUNK BASE. 3YI:Ilei: l4-1ACFi_llfrl4:]Am t"]dIrl4rTdX-1i:i-biY:L111 AMENDED BACKFILL MIXTURE OF 1/3 ORGANIC MATTERAND 2/3 SOIL FROM SITE OPTIONAL METAL DRIVE ANCHORS, INSTALLED PER MANUFACTURES DIRECTIONS RING 2FT BEYOND TREE TREE PLANTING DETAIL CROSS TREE RUST 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 MAYBE 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 SUPPING. ALLOW FOR TRUNK MOVEMENT. REMOVE TWINE, ROPE, WIRE AND BURLAP FROM TOP HALFOF ROOTBALL. REMOVE ALL TREE STRAPS DIAMETER OF THE HOLE SHALL BE TRIPLE THE DIAMETER OF ROOT BALL, SIDES SHOULD GRADUALLY SLOPE. 30" LONG WOOD STAKE SIT ROOTBALL ON 6' MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING GENERAL NOTES: 1. EXPEND ROCK 4" PAST EDGE OF CONCRETE. 2 BARK MULCH TO BE 2" BELOW FINISH GRADE OF SIDEWALK. KEYED NOTES: Oj 4" THICK CONCREPE SIDEWALK O2 R' THICK COMPACTED Y4" -O BASE ROCK, OR 1"-0CRUSHED ROCK O3 COMPACTED SUBGRADE PER CIVIL PLANS ® 3" THICK BARK MULCH O 6" TOPSOIL CONCRETE WALK / PLANTER SECTION DETAIL JNTS GROUND COVER PLANT FROM FLAT FINISH GRADE ECCE 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 T-2" ABOVE GRADE REMOVE PAPER, PLASTIC, OR METAL CONTAINER THAT MAY BE AROUND ROOTS. AMENDED BACKFILL MIXTURE OF 1/3 ORGANIC MATTER AND 2/3 SOIL FROM SITE BALLS GREATER THAN 2 IN DIAMETER SHALL SIT ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTUNG. BALLS SMALLER THAN 2 MAY SIT 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 0 structural I" sutecture architecture planning i.e. Engineering, Inc. R09 BE Pine St Roseburg, OR ieengineering.com PROF" ONSS 1m 811 1 PE OREGON 2 <u Colo 14 O1 'I S R EXPIRES. 06/30/2023 CD 0 law 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. Maintain existing grade with now 2. THE IRRIGATION WILL BE DESIGNED AS AN EFFICIENT SYSTEM WITH LOWGALLONS/FLOWS. protection fence unless noted otherwise. 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 TREE PROTECTION DETAIL (RPBA)I NTS 5. THE PROJECT IS CONSIDERING INSTALLATION OF A COMBINATION FLOW SENSORAND 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. TREE PROTECTION NOTES 7. ALL LATERAL LINES WILL BE CLASS 200 PVC. 1. VERIFY EXACT LOCATIONS AND ROUTING OF EXISTING UNDERGROUND UTILITIES PRIOR TO STARTING EXCAVATION. REPAIR ANY 8. MAINLINES SHALL BE SCHEDULE 40 PVC AND HAVE A MINIMUM OF 18" OF COVER, AND LATERALS A MINIMUM OF 12". DAMAGE TO EXISTING PIPES, UTILITIES, OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE IN A MANNER APPROVED BY OWNER'S REPRESENTATIVE. GENERAL LANDSCAPE NOTES 2 BARRICADE AND PROTECT TRUNKS,LIMBS,ROOTS, AND ROOT ZONES BEYOND DRPLINEOFEXISTING TREES AND PLANT 1. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION TO DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL MATERIALS TO REMAIN AS DIRECTED BY OWNER'S REPRESENTATIVE. CUT NO LIMBS OR ROOTS LARGER THAN 2" IN DIAMETER EXISTING UTILITIES, WHETHER SHOWN ON THE PLANS OF NOT. WITHOUT APPROVAL OF OWNER'S REPRESENTATIVE. NOTIFY OWNER'S REPRESENTATIVE PRIOR TO PERFORMING ANY EXCAVATION WITHIN PROTECTION AREAS. 2. CONTRACTOR SHALL EXAMINE FINISH SURFACES, GRADES, AND TOPSOIL QUALITYAND DEPTH. DO NOT START ANY WORK UNTIL UNSATISFACTORY CONDITIONS 3. COMPONENTS INCLUDING, BUT NOT LIMITED SIGNS, RAMPS, TACTILE WARNING, MARKINGS, ETC. SHALL HAVE BEEN CORRECTED. LANDSCAPE DESIGNER OR PROJECT ENGINEER SHALL INSPECT AND APPROVE ALL PLANTING BEDS AND SOIL BEFORE ANY PLANTING CONFORMALL TO AL ANTO,D CONFORM TO ALL OREGON STATE STANDARDS FOR PARKING AND ACCESS FOR THE DISABLED. OBTAIN OWNER'S OCCURS. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS. REPRESENTATIVE APPROVAL PRIOR TO INSTALLING ANY RELATED WORK. 3. CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH PLANS TO LANDSCAPE DESIGNER OR PROJECT ENGINEER. 4. VERIFY EXISTING ELEVATIONS WHERE NEW WORKABUTS EXISTING TO REMAIN. NOTIFY OWNER'S REPRESENTATIVE OF ANY 4. ALL PLANT MASSES TO BE CONTAINED WITHIN A 3" DEPTH SHREDDED MEDIUM FIR BARK MULCH BED. DISCREPANCIES. 5. SEE CIVIL FOR IMPROVEMENTS WITHIN NEW PARKING LOT. 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 6. ALL TREES OUTSIDE OF LIMITS OF WORK TO BE PROTECTED FOR THE DURATION OF CONSTRUCTION UNLESS NOTED OTHERWISE LIMITS OF AREA AS SHOWN. HERE. 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 BOULDER NOTES CL W GRAPHIC SYMBOL QUANTITY SHALL GOVERN. a PACIFIC STONESCAPE INC. MOLALLA BOULDERS OR 7. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM THE LANDSCAPE DESIGNER PRIOR TO INSTALLATION. PLANT 5 APPROVED EQUAL. SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH THE DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE a SEE SITE PLAN FOR BOULDER LOCATION AND GROUPING. DESIGNER AT NO COST TO THE OWNER. ALTERNATIVES MAY ONLY BE APPROVED IN THE EVENT OF UNAVAILABILITY OF THE SELECTED PLANT VARIETIES WITHIN A a BOULDERS SHOULD BE PLACED INFORMALLY. LOCATION AND REASONABLE DISTANCE OR DUE TO SEASON. GROUPING TO BE APPROVED BY PROJECT ENGINEER 8. ALL TREE AND SHRUB MATERIAL SPECIFIED MUST MEET STANDARD INDUSTRY SPECIFICATIONS FOR THE CONTAINER SIZE INDICATED. IF THE CONTRACTOR REPRESENTATIVE. CANNOT LOCATE MATERIAL OF ACCEPTABLE SIZE AT THE TIME OF INSTALLATION, CONTACT LANDSCAPE DESIGNER FOR SPECIES SUBSTITUTION. • BOULDERS SHOULD VARY IN SIZES WHEN GROUPED. • MINIMUM BOULDER SIZE 18"x 18" x 18". MAXIMUM BOULDER 9. ALL NURSERY STOCK SHALL BE GUARANTEED FORA MINIMUM OF SIX MONTHS BEYOND THE NEXT FULL GROWING SEASON FOLLOWING FINAL INSPECTION BY SIZE 4'0" x 4'0" x 4'0". LARGE BOULDER SIZE SHOULD BE AT 01 THE PROJECT'S LANDSCAPE DESIGNER. AT THE END OF THIS PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE DESIGNER SHALL BE LEAST 18" LARGER THAN ADJACENT SMALL BOULDERS. REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR. MOLALLA BOULDERS 10. ALL NURSERY STOCK TO BE WELL BRANCHED, HEALTHY, FULL, PRE -INOCULATED, AND FERTILIZED. DECIDUOUS TREES TO BE FREE OF FRESH SCARS AND n 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 Le NTS CONTRACTOR SHALL REMOVE SAID WRAP AT THE PROPER TIME AS PART OF THEIR CONTRACT. 11. COORDINATE LANDSCAPE INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLERAND DRAINAGE SYSTEMS. 12. CONTRACTORSHALL NOT REMOVEANY 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 FOR A 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 QUALITY AMENDED 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 4INC LES 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. BACKFILL MATERIAL FOR ALL TREE AND SHRUB PLANTINGS SHALL CONTAIN. ONE PART FINE GRADE COMPOST TO ONE PART TOPSOIL BY VOLUME, BONE MEAL PER MANUFACTURE'S RECOMMENDATION, AND SLOW RELEASE FERTILIZER PER MANUFACTURER'S RECOMMENDATION. EACH TREE MUST BE PLANTED SUCH THAT THE ROOT FLARE IS VISIBLE AT THE TOP OF THE FOOTBALL. TREES WHERE THE ROOT FLARE IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. SET TOP OF ROOT BALL 3' ABOVE ADJACENT FINISH GRADE 3' MIN. MULCH RING. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK. KEEP MULCH V AWAY FROM TRUNK BASE. 3YI:Ilei: l4-1ACFi_llfrl4:]Am t"]dIrl4rTdX-1i:i-biY:L111 AMENDED BACKFILL MIXTURE OF 1/3 ORGANIC MATTERAND 2/3 SOIL FROM SITE OPTIONAL METAL DRIVE ANCHORS, INSTALLED PER MANUFACTURES DIRECTIONS RING 2FT BEYOND TREE TREE PLANTING DETAIL CROSS TREE RUST 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 MAYBE 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 SUPPING. ALLOW FOR TRUNK MOVEMENT. REMOVE TWINE, ROPE, WIRE AND BURLAP FROM TOP HALFOF ROOTBALL. REMOVE ALL TREE STRAPS DIAMETER OF THE HOLE SHALL BE TRIPLE THE DIAMETER OF ROOT BALL, SIDES SHOULD GRADUALLY SLOPE. 30" LONG WOOD STAKE SIT ROOTBALL ON 6' MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING GENERAL NOTES: 1. EXPEND ROCK 4" PAST EDGE OF CONCRETE. 2 BARK MULCH TO BE 2" BELOW FINISH GRADE OF SIDEWALK. KEYED NOTES: Oj 4" THICK CONCREPE SIDEWALK O2 R' THICK COMPACTED Y4" -O BASE ROCK, OR 1"-0CRUSHED ROCK O3 COMPACTED SUBGRADE PER CIVIL PLANS ® 3" THICK BARK MULCH O 6" TOPSOIL CONCRETE WALK / PLANTER SECTION DETAIL JNTS GROUND COVER PLANT FROM FLAT FINISH GRADE ECCE 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 T-2" ABOVE GRADE REMOVE PAPER, PLASTIC, OR METAL CONTAINER THAT MAY BE AROUND ROOTS. AMENDED BACKFILL MIXTURE OF 1/3 ORGANIC MATTER AND 2/3 SOIL FROM SITE BALLS GREATER THAN 2 IN DIAMETER SHALL SIT ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTUNG. BALLS SMALLER THAN 2 MAY SIT 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 0 structural I" sutecture architecture planning i.e. Engineering, Inc. R09 BE Pine St Roseburg, OR ieengineering.com PROF" ONSS 1m 811 1 PE OREGON 2 <u Colo 14 O1 'I S R EXPIRES. 06/30/2023 CD 0 law E01 a W � w � CL CL a y CM 2M 3 CL W o HE o q W 5 LJJ E01 CHERRY SPRINGS APARTMENTS DUO-GARD DD AM 40442 KOPPERNICK RD 40442 KOPPEROPPERNICK RD CANTON, MI 48187 CANTON, MI 48187 T DUGGARD P FAX (73) 207-970 4)4207--87995 004 DUGGARD T P FAOX (7( 73) 207-970 4)4207--87995 004 FORGE AHkAD: www.duo-gard.com FORGE AHEAD. www.duo-gard.com (A SELECT DESIRED FINISH: SELECT DESIRED MODEL: F1 GALVANIZED (3 COLUMN MODEL) ❑ 9' x 19' (Y=102") (x=228") ® POWDER COAT ❑ 9' X 22' (Y=106 112") (X=264") (Z=132") I ❑ STAINLESS STEEL ❑ 9' X 25' (Y=106 112") (X=300") (Z=150") ❑ 9' X 31' (Y=106 112") (X=372") (Z=186") PLAN VIEW (>n PLAN VIEW ISOMETRIC 2923-07_L BIKE RACKS f 25 1/8" BIKE RACK: INVERTED ARCHITECTURAL ROUNDED (BELOW GRADE) PROTECTED BY COPYRIGHT 02022 CADDETAILS.COM LTD. BIKE RACKS SCALE: NTS INVERTED "U" RACKS OR APPROVED SIMILAR. FRONT ELEVATION REVISION DATE CADdetails.com 8/3(1/2021 4.6-145 Bicycle Parking— Hui lity Design Springfield Development Code Up Previous Next Main Search Print No Frames CHAPTER DEVELOPMENT STANDARDS Section 4.6-100 Motor Vehicle Parking, Loading and Bicycle Parking Standards 4.6-145 Bicycle Parking—Facility Design A. Required bicycle parking spaces and facilities must be a powder coated staple or inverted -U rack as shown in Figure 4.6-B. Alternatively, the required bicycle parking spaces must fulfill the criteria for quality bicycle parking, which are as follows: 1. Supports the bicycle frame in a stable position without damage to wheels, frames, or components and provides two points of contact; 2. Allows locking of the frame and one or both wheels with a U -lock; 3. Is securely anchored to the ground or to a structure; 4. Resists cutting, rusting, bending, or deformation, both from natural causes and from human abuse; S. Powder coated or durable, non -scratching surface; and 6. Works well for a variety of bicycle frame types (e.g., should work for step -through frame as well as diamond frame, children's bicycles as well as adult bicycles, recumbent as well as other styles of adaptive bicycles). B. Required bicycle parking spaces and facilities must be constructed and installed in accordance with Section 4.6-150 and Figures 4.6-13 and 4.6-C. Bicycle parking must be provided at ground level unless an elevator with clear bicycle wayfinding signage is easily accessible and directs users to an approved bicycle storage area. Each required bicycle parking space must be accessible without removing another bicycle. END ELEVATION FRONT ELEVATION C. All required long-term bicycle parking spaces must be sheltered from precipitation and include lighting. MANUFACTURER NOTES: - FRAMEWORK TO BE WELDED AND MECHANICALLY FASTENED STEEL ALL MECHANICAL CONNECTIONS TO BE MADE WITH CONCEALED FASTENERS - RAFTERS AND PURLINS SHALL BE BEVELED, THEN CAPPED, WELDED AND GROUND SMOOTH PRIOR TO FINISHING - ROOF GLAZING TO BE STANDING SEAM METAL - SEE SECTION 10 7243 FOR DETAILED WRITTEN SPECIFICATIONS - DESIGN IS PRELIMINARY, CONCEPTUAL, AND SUBJECT TO CHANGE BASED ON FINAL ENGINEERING PHASE AND CUSTOMER APPROVAL - BASE ANCHOR PLATES SHALL BE STAINLESS STEEL, GRADE 304, FINISHED TO MATCH SHELTER -AVAILABLE IN CUSTOM SIZES - PLEASE CONSULT DUO -GUARD INDUSTRIES NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWING. 3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. 4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. 5. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT m .CADdetailsxominfo AND ENTER REFERENCE NUMBER 2923-07 L BIKE SHELTERS BIKE SHELTERS: RAZOR- 3 COLUMN REVISION DATE PROTECTED BY COPYRIGHT ©2022 CADDETAILS.COM LTD. CADdetails.com BIKE PARKING SHELTER SCALE: NTS SLANTED ROOF BIKE PARKING SHELTER OR APPROVED SIMILAR D. Short-term bicycle parking must be sheltered as follows: 1. If 10 or fewer short-term bicycle parking spaces are required, no shelter is required for short- term bicycle parking. 2. If more than SO short-term bicycle parking spaces are required, at least 50% of the short-term bicycle parking spaces in excess of 10 must be sheltered. 3. Shelters must have a minimum 7 -foot overhead clearance and must completely cover the bicycle parking rack and any bicycles that are parked in the way the rack was designed to be used. E. Bicycle parking that accommodates oversized bicycles and alternative bicycle types must be provided as follows: 1. Each oversized bicycle parking space must provide minimum clear area of 4 feet by 8 feet as shown in Figure 4.6-C. 2. At least 10% of the long-term bicycle parking spaces for commercial uses and residential uses must be oversized bicycle parking spaces. gcodem.9/codes/epringfield development/ 1/4 civil 0 structural Le cuteyung cture architecture planning i.e. Engineering, Inc. 809 SE Pine SI Roseburg, OR Ieenglneering.wm Z 9 OREGON o C O'I, 14 y��(v ti 4AS R EXPIRES. 06/30/2023 c 0 law id a Z W o z � w � H C3 Rr Q CL a W CM 2MCL 3 C W y o 5 w W a — LIGHTING FIXTURE SCHEDULE Type Manufacturer Catalog No. Description Mounting Lamps A LITHONIA KAX1-LED-P1-50K-R3-MVOLT-RPA PER-DBLXD PARKING LOT LIGHT POLE TOP 50W AHS LITHONIA KAX1-LED-P1-50K-R3-MVOLT-RPA PER-DBLXD-HSS EMERGENCY LANE POLE LIGHT POLE TOP 50W B EATON XTOR-1 B EXTERIOR WALL PACK SURFACE 12W C LITHONIA KBR8-LED-12C-700-50K-SYM-MVOLT-PE-DBLXD EXTERIOR BOLLARD SURFACE 31W P HAPCO RTA -1 8 -B -5 -A - E -BA 12' DIRECT BURY POLE IDIRECT BURY INA ...................................................................................................................................................................................................................................... .mmmmm--mmmmm »---mmmmm mmm---------mmmmm"mr""_ 02/11/2021 u WORK ORDER #: N LL -------------- - ---- -- P � SCALE: U U } R - 9 U U)LL Ile , y /D U z J N C V� m.r """ .. 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"rm""m " mm....,. m mrm.." m „,....,"m"m m..wm..m" m m ,.. m m m m.. mm m" ..m.m.m.m.m.m.m.m...................m..........m...m..mmmm m..r_mmmmmmm.mmm "mmmmm.. m »mmmm »mmm_.. mmm..........""mm � �m my.. »mmm :. :. :.... :.. b.m. .m .m .m .x, .mmmmmmmmmmmmmmmm..mmmm'mmmmmmmm'mmmm..m..mm ..mmmmmmmmmmm....mmmm m. mmmm .. m m m m .......... m'mmmrm.. }, m .. mmmm r Nm.. .!;... mm.. .. ... .. ..m mm m m m.. �m �m �m �m �m �m �m � �.. �.. :. � �.. :, ; . �m :. :, . .m .,, . . , .m . .m � m m �m . �m �m .n m �m �m �.. �.. �.. �m �.. m m m m m n'm' 'm 'n �.. �m �m .H �.. �m �m �m t: mmmmmmmmmmm.. r M .1mv....,. m .mm .. .. ... .. .. .. .. .. .. .. .. .. ..mmmmm.. .. .. .. .. .. .. ..mmm.. .. .. ............. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. :.:.:� :. s. e s,N� E�F�rq a TONY S PHIFER o 5384S ,- V V 02/11/2021 u WORK ORDER #: N LL z r �m P � SCALE: U U z - 9 U U)LL y /D U z J N C V� uJQW z zW 2 I �- U Q C/) N w w WW Z rr w � < w o O K a J O K a Wa� da a P 0 e s,N� E�F�rq a TONY S PHIFER o 5384S ,- V V 02/11/2021 u WORK ORDER #: PROJECT # LL z � U, SCALE: O VJ z 9 LL 7 Lu~ LU /D U '^^ VJ 0S G z uJQW vuu 2 I �- U Q C/) N w w w Z rr w < w O K a O K a REVISION SCHEDULE m ISSUED DATE: 02/11/2021 u WORK ORDER #: PROJECT # m DRAWN BY: DLJ °' CHECKED BY: TP SCALE: 0'-1"=30'-0" HEE STJffE LIGHTING PJHOTOMETRICS VALUES SHEET #: E1.01.01 04 LIGHTING FIXTURE SCHEDULE Type Manufacturer Catalog No. Description Mounting Lamps A LITHONIA KAX1-LED-P1-50K-R3-MVOLT-RPA PER-DBLXD PARKING LOT LIGHT POLE TOP 50W A HS LITHONIA KAX1-LED-P1-50K-R3-M VOLT-RPAPER-DBLXD-HSS EMERGENCYLANE POLE LIGHT POLE TOP 50W B EATON XTOR-1 B EXTERIOR WALL PACK SURFACE 12W C LITHONIA KBR8-LED- 12C-700-50K-SYM-MVO LT-PE-DBLXD EXTERIOR BOLLARD SURFACE 31W P HAPCO RTA -1 8 -B -5 -A - E -BA 12' DIRECT BURY POLE DIRECT BURY NA U I Qat N m � P ! N W U jm U§Y H a w _ LL z Q W w J � N � w gad O U � W W 1L 2-0 oa�� J o N O I- Ww= c a TONY S PHIFER o 5384S V VLL 02/11/2021 WORK ORDER #: PROJECT # DRAWN BY: 1II /� U, SCALE: O II z 000a Z LW LU U I Qat N m � P ! N W U jm U§Y H a w _ LL z Q W w J � N � w gad O U � W W 1L 2-0 oa�� J o N O I- Ww= c a TONY S PHIFER o 5384S V VLL 02/11/2021 WORK ORDER #: PROJECT # DRAWN BY: Z /� U, SCALE: O V J z LL Z LW LU S /f�n VJ G V Z uJQW vuu 2 B_ �- U Q C/) N w w o o z rr U w U w O w m O w m 7a7F�G1�lsIT.19d.1� ISSUED DATE: 02/11/2021 WORK ORDER #: PROJECT # DRAWN BY: DLJ CHECKED BY: TP SCALE: 0'-1" = 30'-0" SHEETS f`E LIGHTING PHOTOMETRICS LIGHTING WEB SHEET #: E1.01.02 F LIGHTING FIXTURE SCHEDULE Type Manufacturer Catalog No. Description Mounting Lamps A LITHONIA KAX1-LED-P1-50K-R3-MVOLT -RPP-PER-DBLXD PARKING LOT LIGHT POLE TOP 50W A -HS LITHONIA KAX1-LED-P1-50K-R3-MVOLT -RPA-PER-DBLXD-HSS EMERGENCY LANE POLE LIGHT POLE TOP 50W B EATON XTOR-1 B EXTERIOR WALL PACK SURFACE 12W C LITHONIA KBR8-LED-12C-700-50K-SYM-MVOLT-PE-DBLXD EXTERIOR BOLLARD SURFACE 31W P HAPCO RTA -18 -B -5 -A -E -BA 12' DIRECT BURY POLE I DIRECT BURY INA U =IImII mgpmq WIPERPER%PERPERM O U Qat N m � P ! N W U jm U§Y H a w _ LL z Q W w J � N � w gad O U W Z ;w � W W 1L d oa�� N O I- Ww= c �s `Nc eZecr P �9ie a TONY S PHIFER 'O- J J \I ai s9: 5384S -� \rte i4,/ \F P. 0 F 0 V V 02/11/2021 WORK ORDER #: PROJECT # LL z � U, SCALE: O V J z LL 7 LW LU S /D U ~'^^ VJ C� G z uJQW vuu 2 I U Q C/) N w w o 0 ww ¢ w m w m 7a7F�G1�lsIT.19d.1� ISSUED DATE: 02/11/2021 WORK ORDER #: PROJECT # DRAWN BY: DLJ CHECKED BY: TP SCALE: 0'-1" = 30'-0" SHEETTITLE: SITE LIGHTING FIXTURE LOCATIONS SHEET #: E1.01.03 F