HomeMy WebLinkAboutPlans Applicant 9/19/2024A STREETMAIN STREETMAJOR ARTERIALLOCAL STREETMF20 A/B R MF10 A/B L MF10 A/B R MF20 A/B LMF20 A/B R MF10 A/B L MF10 A/B RMF20 A/B R MF10 A/B L MF10 A/B R MF20 A/B LMF20 A/B R MF10 A/B L
MF20 A/B RMF10 A/B LMF10 A/B RMF20 A/B LMF20 A/B RMF10 A/B LMF10 A/B RMF20 A/B RMF10 A/B LMF10 A/B RMF20 A/B LMF20 A/B RMF10 A/B LMF10 A/B RMF20 A/B LMF20 A/B RMF10 A/B LMF10 A/B RLot 1Lot 2Lot 3Lot 4Lot 5Lot 6Lot 7Lot 8Lot 94-plex4-plex4-plex4-plex3-plex3-plexTriplexDuplex4-plex10'10'10'28'C SHEET NUMBERSHEET TITLEPHASEDRAWN BYDATECHECKED BYPROJECT ADDRESSPROJECT ADDRESS6082 Main StreetSpringfield, OR 97477Description#DateREVISIONSPROJECT NAME:Phone: 541.234.5108PO Box 10424PROJECT NAMEcescesSCHIRMER CONSULTING, LLC., LANDSCAPE ARCHITECTURE AND LANDUSE PLANNING EXPRESSLY RESERVE ITS COMMON LAW COPYRIGHT ANDOTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TOBE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNERWHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTYWITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OFSCHIRMER CONSULTING, LLC.IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRDPARTY, THE THIRD PARTY SHALL HOLD SCHIRMER CONSULTING, LLC.HARMLESS.NSCHIRMER CONSULTING, LLCEugene, Oregon 97440McCLUSKEYMULTI-FAMILYL1.0SITE PLAN0 10 20 40Scale: 1" = 20' - 0"Landscape Architecture + Land Use PlanningMAP #: 17 02 34 31TAX LOT #:3600ZONING:LD (rezone to MDR)MAP and TAX LOTNTSVICINITY MAPSUBJECT PROPERTYPROPERTY LINEADJOINERCURBEDGE OF ASPHALTEASEMENT LINEFENCE LINECONTOUR LINEEXISTING WASTEWATER LINEEXISTING STORM DRAIN LINEEXISTING WATER LINEEXISTING TELEPHONE LINEEXISTING OVERHEAD WIRESTELEPHONE RISERSIGNMAIL BOXPOWER POLEWATER METERVALVEFIRE HYDRANTCURB INLETCATCH BASINSTORM DRAIN MANHOLEWASTEWATER MANHOLECOMPACT PARKING SPACECTRASH / RECYCLING ENCLOSURE:·GATED ENCLOSURE 5'-6' IN HEIGHTCONSTRUCTED FROM MASONRY OR WOOD TOSCREEN VIEW OF TRASH RECEPTACLES.·ENCLOSURE TO CONTAIN THE FOLLOWING:·RECYCLING CONTAINER(S)·2 YARD TRASH CONTAINER(S)·GLASS CONTAINER(S)COMMON OPEN SPACEACTIVE RECREATION AREASTORMWATER TREATMENT FACILITY(SEE CIVIL PLANS)CONCRETE PAVING4"IRRIGATION SLEEVE - SIZE NOTED ON PLANCONSTRUCTION NOTESGROUNDWATER PROTECTIONDURING CONSTRUCTION1.THIS SHEET SHOWS EXISTING CONDITIONS TO REMAIN AND NEW SITE IMPROVEMENTS.2.EXISTING CONDITIONS INFORMATION BASED ON SURVEY BY BRANCH ENGINEERING, INC.,310 FIFTH STREET, SPRINGFIELD, OREGON 97477 , (541) 746-0637 - FAX (541) 746-0389.3.NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORKPRIOR TO EXECUTION OF ANY WORK.4.OWNER'S REPRESENTATIVE SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY SITEREVIEWS.5.THERE SHALL BE REQUIRED REVIEWS BY OWNER'S REPRESENTATIVE PRIOR TOEXECUTION OF ANY WORK, INCLUDING AFTER STAKING & LAYOUT, PRIOR POURINGCONCRETE, PRIOR TO BACKFILLING AND ROUGH GRADING.6.PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED LANDSCAPE AREAS.7.SEE DETAILS FOR INFORMATION ON CONSTRUCTION MATERIALS AND INSTALLATIONMETHODS.8.PROVIDE EXPANSION JOINTS (EJ) AT INTERSECTIONS, CORNERS, OR WHERE CONCRETESLABS MEET WALLS OR OTHER STRUCTURES.9.PROVIDE CONSTRUCTION JOINTS (CJ) BETWEEN ALL POURS.10.ALL CONCRETE PAVING JOINTS NOT LABELED OTHERWISE ARE CONTROL JOINTS (SJ).10.OMIT DOWELS AT EXPANSION JOINTS ABUTTING WALLS AND STRUCTURES.11.ALL CONCRETE PAVING JOINTS SHALL BE EQUALLY SPACED BETWEEN SHOWN OR NOTEDLIMITS, AND SHALL BE AT 90° ANGLES TO EDGES OF PAVEMENT AND OTHER JOINTS UNLESSOTHERWISE INDICATED.12.ALIGN CURB AND GUTTER JOINTS WITH CONCRETE PAVING JOINTS WHERE ADJACENT.13.SEE BUILDING PLANS FOR FOR ADDITIONAL BUILDING INFORMATION.14.SEE CIVIL PLANS FOR ADDITIONAL CIVIL INFORMATION.DENSITY AND DWELLING UNITS:HDRREQUIRED:MDR STANDARD: 14 to 28 DWELLING UNITS / NET ACRERESULT: SITE SIZE: 2.0 GROSS ACRES1.784 NET ACRES 24.97 TO 49.95 DWELLING UNITS or 25 - 50PROPOSED:46 UNITS (1 SFD + 45 MULTI-FAMILY)VEHICLE PARKING:REQUIRED:STANDARD: 1 SPACE / DURESULT: 46 SPACESPROPOSED74 SPACES (1 SFD + 73 MULTI-FAMILY)(59 STANDARD, 15 COMPACT)BIKE PARKING:REQUIRED:STANDARD: 1 SPACE / DU FOR MULTI-FAMILY, 75% LONG-TERM/25% SHORTTERMRESULT: 45 SPACESPROPOSED:54 SPACESOPEN SPACE:COMMON O.S.REQUIRED:STANDARD: .25 SF / 1.00 SF OF GROSS FLOOR AREA(500 SF MINIMUM WITH NO DIMENSION LESS THAN 15') RESULT: GROSS FLOOR AREA: 55,557 SF.25 / 1.00 SF:GROSS: 13,889 SFNET: 11,837 SF (COMMON O.S. LESS PRIVATE O.S.)PROPOSED:14,931 SFACTIVE RECREATIONREQUIRED:STANDARD: 250 SF PER / 20 DU (NO DIMENSION LESS THAN 15')RESULT: 45 DU = 550 SFPROPOSED: 3,615 SFPRIVATE O.S.REQUIRED:STANDARD: 96 SF /DU MIN. (NO DIMENSION LESS THAN 6')RESULT: 18 DU x 114 SF = 2,052 SFPROPOSED: 2,052 SFSITE PLAN NOTES1.THE FOLLOWING REGULATIONS MUST BE OBSERVED DURING CONSTRUCTION:·ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY AND CLEAN-UPMATERIALS DISPOSED OFF-SITE AND IN ACCORDANCE WITH LANE COUNTY AND DEQREQUIREMENTS. IN EVERY CASE, CARE SHALL BE TAKEN TO PREVENT GROUNDWATERCONTAMINATION.·CHEMICAL HANDLING, STORAGE, AND USE: CONTRACTORS/DEVELOPERS SHALL BERESPONSIBLE FOR SAFE HANDLING AND STORAGE OF CHEMICALS, PETROLEUMPRODUCTS, AND FERTILIZERS AND THE PREVENTION OF GROUNDWATER AND STORMWATER RUNOFF CONTAMINATION. CHEMICALS USED DURING CONSTRUCTION,INCLUDING PAINT AND CLEANING MATERIALS/WASTES, MUST NOT ENTER THE SOIL ORBE WASHED INTO THE STORM WATER SYSTEM. ALL CHEMICALS SHOULD BE STORED INADEQUATE SECONDARY CONTAINMENT.·EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS SHALL BE TAKEN TO PREVENTFLUID-CONTAINING EQUIPMENT LOCATED OUTSIDE FROM LEAKING, INCLUDINGPROVIDING A DEDICATED AREA FOR FUELING AND MAINTENANCE OF EQUIPMENT. THISAREA SHALL BE PREPARED AND MAINTAINED IN A WAY THAT PREVENTS SPILLS ORLEAKS FROM MIGRATING TO THE SOIL OR STORM WATER DRAINAGE SYSTEM.·NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON THIS SITE.SLEEVES1. SLEEVES SHOWN ON DRAWING ARE TO BE INSTALLED AS FOLLOWS: * SLEEVES TO BE SET 18" BELOW FINAL GRADE. * SLEEVES EXTEND 4" BEYOND ADJACENT PAVEMENT OR INSIDE FACE OF CURB. * OPEN ENDS ARE TO BE COVERED WITH DUCT TAPE * WOOD LOCATION STAKES (2 X 2 RED TOP) ARE TO BE PLACED AT ALL SLEEVE LOCATIONS AT FACE OF WALKS AND CURBS.2. ALL SLEEVES SHALL BE SCHEDULE 40 PVC.3. SEE PLAN FOR SLEEVE SIZE.4.SLEEVE LAYOUT IS SCHEMATIC. VERIFY LOCATIONS AND NOTIFY LANDSCAPE ARCHITECTOF ANY DISCREPANCIES PRIOR TO INSTALLATION OF ELECTRICAL AND IRRIGATIONSYSTEM.PRIVATE OPEN SPACEEXISTING EVERGREEN TREEEXISTING DECIDUOUS TREELEGENDWHEEL STOPSLTDLTD STOP LOCATED PROXIMATE TO SITE. SEE SITE PLAN FOR LOCATION. ADDITIONAL STOPSARE ON MAIN STREET 840' EAST AND 1570 FEET EAST, 840' WEST AND 1610 FEET WEST.LANDSCAPESTORMWATER TREATMENT FACILITY(SEE CIVIL PLANS)PROPOSED WASTE WATER LINEPROPOSED STORM SEWER LINEWWWWWWWWWWWWWWWWWWWWWWWWWPROPOSED WATER LINEPROPOSED FIRE PROTECTION LINEEPROPOSED TRANSFORMER6.22.242024 SCHIRMER CONSULTING, LLC McCluskey Middle HousingSchematic Design
A STREETMAIN STREETMAJOR ARTERIALLOCAL STREETLot 1Lot 2Lot 3Lot 4Lot 5Lot 6Lot 7Lot 8Lot 9Lot 10Lot 11Lot 12Lot 13Lot 14Lot 15Lot 16Lot 17Lot 18Lot 19Lot 20Lot 21Lot 22Lot 23Lot 24Lot 25Lot 26Lot 27Lot 28Lot 29Lot 30Lot 31C SHEET NUMBERSHEET TITLEPHASEDRAWN BYDATECHECKED BYPROJECT ADDRESSPROJECT ADDRESS6082 Main StreetSpringfield, OR 97477Description#DateREVISIONSPROJECT NAME:Phone: 541.234.5108PO Box 10424PROJECT NAMEcescesSCHIRMER CONSULTING, LLC., LANDSCAPE ARCHITECTURE AND LANDUSE PLANNING EXPRESSLY RESERVE ITS COMMON LAW COPYRIGHT ANDOTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TOBE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNERWHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTYWITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OFSCHIRMER CONSULTING, LLC.IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRDPARTY, THE THIRD PARTY SHALL HOLD SCHIRMER CONSULTING, LLC.HARMLESS.NSCHIRMER CONSULTING, LLCEugene, Oregon 97440McCLUSKEYMULTI-FAMILYL2.0SITE PLAN:LOTS0 10 20 40Scale: 1" = 20' - 0"Landscape Architecture + Land Use PlanningMAP #: 17 02 34 31TAX LOT #:3600ZONING:LD (rezone to MDR)MAP and TAX LOTNTSVICINITY MAPSUBJECT PROPERTYPROPERTY LINEADJOINERCURBEDGE OF ASPHALTEASEMENT LINEFENCE LINECONTOUR LINEEXISTING WASTEWATER LINEEXISTING STORM DRAIN LINEEXISTING WATER LINEEXISTING TELEPHONE LINEEXISTING OVERHEAD WIRESTELEPHONE RISERSIGNMAIL BOXPOWER POLEWATER METERVALVEFIRE HYDRANTCURB INLETCATCH BASINSTORM DRAIN MANHOLEWASTEWATER MANHOLECOMPACT PARKING SPACECTRASH / RECYCLING ENCLOSURE:·GATED ENCLOSURE 5'-6' IN HEIGHTCONSTRUCTED FROM MASONRY OR WOOD TOSCREEN VIEW OF TRASH RECEPTACLES.·ENCLOSURE TO CONTAIN THE FOLLOWING:·RECYCLING CONTAINER(S)·2 YARD TRASH CONTAINER(S)·GLASS CONTAINER(S)COMMON OPEN SPACEACTIVE RECREATION AREASTORMWATER TREATMENT FACILITY(SEE CIVIL PLANS)CONCRETE PAVING4"IRRIGATION SLEEVE - SIZE NOTED ON PLANCONSTRUCTION NOTESGROUNDWATER PROTECTIONDURING CONSTRUCTION1.THIS SHEET SHOWS EXISTING CONDITIONS TO REMAIN AND NEW SITE IMPROVEMENTS.2.EXISTING CONDITIONS INFORMATION BASED ON SURVEY BY BRANCH ENGINEERING, INC.,310 FIFTH STREET, SPRINGFIELD, OREGON 97477 , (541) 746-0637 - FAX (541) 746-0389.3.NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORKPRIOR TO EXECUTION OF ANY WORK.4.OWNER'S REPRESENTATIVE SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY SITEREVIEWS.5.THERE SHALL BE REQUIRED REVIEWS BY OWNER'S REPRESENTATIVE PRIOR TOEXECUTION OF ANY WORK, INCLUDING AFTER STAKING & LAYOUT, PRIOR POURINGCONCRETE, PRIOR TO BACKFILLING AND ROUGH GRADING.6.PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED LANDSCAPE AREAS.7.SEE DETAILS FOR INFORMATION ON CONSTRUCTION MATERIALS AND INSTALLATIONMETHODS.8.PROVIDE EXPANSION JOINTS (EJ) AT INTERSECTIONS, CORNERS, OR WHERE CONCRETESLABS MEET WALLS OR OTHER STRUCTURES.9.PROVIDE CONSTRUCTION JOINTS (CJ) BETWEEN ALL POURS.10.ALL CONCRETE PAVING JOINTS NOT LABELED OTHERWISE ARE CONTROL JOINTS (SJ).10.OMIT DOWELS AT EXPANSION JOINTS ABUTTING WALLS AND STRUCTURES.11.ALL CONCRETE PAVING JOINTS SHALL BE EQUALLY SPACED BETWEEN SHOWN OR NOTEDLIMITS, AND SHALL BE AT 90° ANGLES TO EDGES OF PAVEMENT AND OTHER JOINTS UNLESSOTHERWISE INDICATED.12.ALIGN CURB AND GUTTER JOINTS WITH CONCRETE PAVING JOINTS WHERE ADJACENT.13.SEE BUILDING PLANS FOR FOR ADDITIONAL BUILDING INFORMATION.14.SEE CIVIL PLANS FOR ADDITIONAL CIVIL INFORMATION.DENSITY AND DWELLING UNITS:HDRREQUIRED:MDR STANDARD: 14 to 28 DWELLING UNITS / NET ACRERESULT: SITE SIZE: 2.0 GROSS ACRES1.784 NET ACRES 24.97 TO 49.95 DWELLING UNITS or 25 - 50PROPOSED:46 UNITS (1 SFD + 45 MULTI-FAMILY)VEHICLE PARKING:REQUIRED:STANDARD: 1 SPACE / DURESULT: 46 SPACESPROPOSED74 SPACES (1 SFD + 73 MULTI-FAMILY)(59 STANDARD, 15 COMPACT)BIKE PARKING:REQUIRED:STANDARD: 1 SPACE / DU FOR MULTI-FAMILY, 75% LONG-TERM/25% SHORTTERMRESULT: 45 SPACESPROPOSED:54 SPACESOPEN SPACE:COMMON O.S.REQUIRED:STANDARD: .25 SF / 1.00 SF OF GROSS FLOOR AREA(500 SF MINIMUM WITH NO DIMENSION LESS THAN 15') RESULT: GROSS FLOOR AREA: 55,557 SF.25 / 1.00 SF:GROSS: 13,889 SFNET: 11,837 SF (COMMON O.S. LESS PRIVATE O.S.)PROPOSED:14,931 SFACTIVE RECREATIONREQUIRED:STANDARD: 250 SF PER / 20 DU (NO DIMENSION LESS THAN 15')RESULT: 45 DU = 550 SFPROPOSED: 3,615 SFPRIVATE O.S.REQUIRED:STANDARD: 96 SF /DU MIN. (NO DIMENSION LESS THAN 6')RESULT: 18 DU x 114 SF = 2,052 SFPROPOSED: 2,052 SFSITE PLAN NOTES1.THE FOLLOWING REGULATIONS MUST BE OBSERVED DURING CONSTRUCTION:·ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY AND CLEAN-UPMATERIALS DISPOSED OFF-SITE AND IN ACCORDANCE WITH LANE COUNTY AND DEQREQUIREMENTS. IN EVERY CASE, CARE SHALL BE TAKEN TO PREVENT GROUNDWATERCONTAMINATION.·CHEMICAL HANDLING, STORAGE, AND USE: CONTRACTORS/DEVELOPERS SHALL BERESPONSIBLE FOR SAFE HANDLING AND STORAGE OF CHEMICALS, PETROLEUMPRODUCTS, AND FERTILIZERS AND THE PREVENTION OF GROUNDWATER AND STORMWATER RUNOFF CONTAMINATION. CHEMICALS USED DURING CONSTRUCTION,INCLUDING PAINT AND CLEANING MATERIALS/WASTES, MUST NOT ENTER THE SOIL ORBE WASHED INTO THE STORM WATER SYSTEM. ALL CHEMICALS SHOULD BE STORED INADEQUATE SECONDARY CONTAINMENT.·EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS SHALL BE TAKEN TO PREVENTFLUID-CONTAINING EQUIPMENT LOCATED OUTSIDE FROM LEAKING, INCLUDINGPROVIDING A DEDICATED AREA FOR FUELING AND MAINTENANCE OF EQUIPMENT. THISAREA SHALL BE PREPARED AND MAINTAINED IN A WAY THAT PREVENTS SPILLS ORLEAKS FROM MIGRATING TO THE SOIL OR STORM WATER DRAINAGE SYSTEM.·NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON THIS SITE.SLEEVES1. SLEEVES SHOWN ON DRAWING ARE TO BE INSTALLED AS FOLLOWS: * SLEEVES TO BE SET 18" BELOW FINAL GRADE. * SLEEVES EXTEND 4" BEYOND ADJACENT PAVEMENT OR INSIDE FACE OF CURB. * OPEN ENDS ARE TO BE COVERED WITH DUCT TAPE * WOOD LOCATION STAKES (2 X 2 RED TOP) ARE TO BE PLACED AT ALL SLEEVE LOCATIONS AT FACE OF WALKS AND CURBS.2. ALL SLEEVES SHALL BE SCHEDULE 40 PVC.3. SEE PLAN FOR SLEEVE SIZE.4.SLEEVE LAYOUT IS SCHEMATIC. VERIFY LOCATIONS AND NOTIFY LANDSCAPE ARCHITECTOF ANY DISCREPANCIES PRIOR TO INSTALLATION OF ELECTRICAL AND IRRIGATIONSYSTEM.PRIVATE OPEN SPACEEXISTING EVERGREEN TREEEXISTING DECIDUOUS TREELEGENDWHEEL STOPSLTDLTD STOP LOCATED PROXIMATE TO SITE. SEE SITE PLAN FOR LOCATION. ADDITIONAL STOPSARE ON MAIN STREET 840' EAST AND 1570 FEET EAST, 840' WEST AND 1610 FEET WEST.LANDSCAPESTORMWATER TREATMENT FACILITY(SEE CIVIL PLANS)PROPOSED WASTE WATER LINEPROPOSED STORM SEWER LINEWWWWWWWWWWWWWWWWWWWWWWWWWPROPOSED WATER LINEPROPOSED FIRE PROTECTION LINEEPROPOSED TRANSFORMER6.22.242024 SCHIRMER CONSULTING, LLC McCluskey Middle HousingSchematic Design