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Plans Applicant 3/15/2024
SITEHWY 26HIGH BANKS ROAD52ND STHIGH BANKS ROADSITEJACKSON | MAIN ARCHITECTURE P.S. © 2024PROJECT NO.:PROJECT MGR.:DRAWN BY:CHECKED BY:PROGRESS SET NOT FOR CONSTRUCTION22145DHAJ, BB, GHRM2/13/2024 1:28:32 PMC:\Users\anne.judkis\Documents\Anytime SS_Springfield-R23_Anne.Judkis.rvtCOVER SHEETG0.00ANYTIME SELF STORAGESPRINGFIELDHIGH BANK ROAD + 52ND STREETSPRINGFIELD, OREGON 97478ANYTIME SELF STORAGE LLC2538 NE DIVISION ST.,BEND, OREGON 97703PHONE:CONTACT:EMAIL:ARCHITECT:JACKSON | MAIN ARCHITECTURE P.S.311 1ST AVE. S.SEATTLE WA 98104(206) 324 4800DAVID HUANGDAVID.HUANG@JACKSONMAIN.COMROBIN MURPHYPHONE:CONTACT:EMAIL:ANYTIME SELF STORAGE LLC2538 NE DIVISON ST.BEND, OREGON 97703(541) 323-4845BRANDON BENNETTBBENNETT@SIGNALV.COMHIGH BANK ROAD + 52ND STREET SPRINGFIELD, OREGON 97478ISSUED FOR BUILDING PERMITFEBRUARY 13TH 2024ANYTIME SELF STORAGEOWNER ARCHITECTCIVIL ENGINEERSTRUCTURAL ENGINEERLEGAL DESCRIPTIONSEPARATE SUBMITTALSN.W. 1/4 SEC. 10 T.15S. R. 13E. W.M.DESCHUTES COUNTYTAX LOT NO: 17022800 00901ZONING: HIGH INDUSTRIALPROJECT DESCRIPTIONFIRE ALARMSIGNAGEFENCINGPLUMBING6 TYPE II-B SINGLE STORY BUILDINGS USED FOR SELF STORAGE AND 1 TYPE II-B SINGLE STORY BUILDING USED AS AN OFFICE. MECHANICAL ENGINEERLANDSCAPE ARCHITECTELECTRICAL ENGINEERPHONE:CONTACT:EMAIL:ASHLEY & VANCE33 NW FRANKLIN AVE SUITE 110BEND, OR 97703(541) 647-1445JACK MITCHELLJMITCHELL@ASHLEYVANCE.COMPHONE:CONTACT:EMAIL:VISSER ENGINEERING32001 32ND AVE S SUITE 320FEDERAL WAY, WA 98001(253) 835-0810MIKE VISSERMIKEV@VISSERENGINEERING.COMPHONE:CONTACT:EMAIL:BERONA ENGINEERS, INC8021 STATE AVEMARYSVILLE, WA 98270(425) 744-6033MELCHOR BERONAMBERONA@BERONAENGINEERS.COMPHONE:CONTACT:EMAIL:RICHARD WARD ASSOCIATES11000 NE 33RD PL, STE 102BELLEVUE, WA 98004(206) 387-6223RICHARD WARDRWA2100@GMAIL.COMPHONE:CONTACT:EMAIL:AWA ELECTRICAL19015 36TH AVE., SUITE, ELYNNWOOD, WA 98036(425) 775-1799BRAD ADCOCKBRAD@AWAELEC.COMSHEET INDEXSHEETNO.SHEET NAMESITE PLAN REVIEWBUILDING PERMITFINAL SITE PLANGENERALG0.00 COVER SHEET ● ●G0.01 PROJECT INFORMATION & ANNOTATION KEY ●G0.03 FIRE ACCESS ●G0.05 EXITING DIAGRAMS BLDG A & OFFICE ●G0.06 EXITING DIAGRAMS BLDG B ●G0.07 EXITING DIAGRAMS BLDG C ●G0.08 EXITING DIAGRAMS BLDG D ●G0.09 EXITING DIAGRAMS BLDG F & E ●G0.10 ACCESSIBILITY DETAILS ●CIVILC-0.0 TITLE SHEET ● ● ●C-0.1 NOTES SHEET ● ●C-1.0 EXISTING CONDITIONS AND DEMOLITION PLAN ● ● ●C-2.0 CIVIL SITE & UTILITY SHEET ● ● ●C-3.0 GRADING AND DRAINAGE PLAN ● ● ●C-4.0 DETAILS SHEET ●LANDSCAPEL0.1 LANDSCAPE PLAN ● ●ARCHITECTURALA1.00 SITE PLAN ● ● ●A1.01 SITE PLAN ● ● ●A1.02 ENLARGED SITE PLANS ● ● ●A1.03 SITE DETAILS ● ● ●A2.01 FLOOR PLAN - BUILDING A & OFFICE ●A2.02 FLOOR PLAN - BUILDING B ●A2.03 FLOOR PLAN - BUILDING C ●A2.04 FLOOR PLAN - BUILDING D ●A2.05 FLOOR PLAN - BUILDING E ●A2.06 FLOOR PLAN - BUILDING F ●A2.11 ROOF PLAN - BUILDING A & OFFICE ●A2.12 ROOF PLAN - BUILDING B ●A2.13 ROOF PLAN - BUILDING C ●A2.14 ROOF PLAN - BUILDING D ●A2.15 ROOF PLAN - BUILDING E ●A2.16 ROOF PLAN - BUILDING F ●A2.20 REFLECTED CEILING PLAN - BUILDING A &OFFICE●A2.21 REFLECTED CEILING PLAN - BUILDING B ●A2.22 REFLECTED CEILING PLAN - BUILDING C ●A2.23 REFLECTED CEILING PLAN - BUILDING D ●A2.24 REFLECTED CEILING PLAN - BUILDING E ●A2.25 REFLECTED CEILING PLAN - BUILDING F ●A3.01 EXTERIOR ELEVATIONS - BUILDING A & OFFICE ●A3.02 EXTERIOR ELEVATIONS - BUILDING B ●A3.03 EXTERIOR ELEVATIONS - BUILDING C ●A3.04 EXTERIOR ELEVATIONS - BUILDING D ●A3.05 EXTERIOR ELEVATIONS - BUILDING E ●A3.06 EXTERIOR ELEVATIONS - BUILDING F ●A4.01 BUILDING SECTIONS ●A4.02 BUILDING SECTIONS ●A4.03 WALL SECTIONS ●A4.04 WALL SECTIONS ●A5.01 ENLARGED PLAN, INTERIOR ELEVATIONS ●A7.01 WINDOW SCHEDULE ●A7.02 DOOR SCHEDULE ●A7.03 STOREFRONT SCHEDULE ●A8.01 WALL ASSEMBLIES ●A8.02 DETAILS ●A8.03 EXTERIOR DETAILS ●A8.04 EXTERIOR DETAILS ●STRUCTURALS2.0.1 FOUNDATION PLAN BUILDING F ●S2.0.2 ROOF FRAMING PLAN BUILDING F ●S2.1.1 FOUNDATION PLAN BUILDING E ●S2.1.2 ROOF FRAMING PLAN BUILDING E ●S2.2.1 FOUNDATION PLAN BUILDING D ●S2.2.2 ROOF FRAMING PLAN BUILDING D ●S2.3.1 FOUNDATION PLAN BUILDING C ●S2.3.2 ROOF FRAMING PLAN BUILDING C ●S2.4.1 FOUNDATION PLAN BUILDING B ●S2.4.2 ROOF FRAMING PLAN BUILDING B ●S2.5.1 FOUNDATION PLAN ROOF FRAMING PLANBUILDING A & OFFICE●MECHANICALM0.0 NOTES AND LEGEND ●M0.1 SPECIFICATIONS ●M0.2 SPECIFICATIONS ●M0.3 HVAC SCHEDULES ●M2.1 OFFICE BLDG HVAC PLAN ●M2.2 BLDG A HVAC PLAN ●M2.3 BLDG B HVAC PLAN ●M2.4 BLDG C HVAC PLAN ●M2.5 BLDG D HVAC PLAN ●M2.6 BLDG E HVAC PLAN ●M2.7 BLDG F HVAC PLAN ●M3.0 HVAC DETAILS ●ELECTRICAL● ●● ●TRUE NORTHN.T.S.VICINITY MAPTRUE NORTHN.T.S.LOCATION MAPDATE NO. DESCRIPTION02/01/2023 BUILDING PERMITE1.00 BUILDING O ELECTRICAL LAYOUT ● ●E1.00-A BUILDING A ELECTRICAL LAYOUT ● ●E1.00-B BUILDING B ELECTRICAL LAYOUT ● ●E1.00-C BUILDING C ELECTRICAL LAYOUT ● ●E1.00-D BUILDING D ELECTRICAL LAYOUT ● ●E1.00-E BUILDING E ELECTRICAL LAYOUT ● ●E1.00-F BUILDING F ELECTRICAL LAYOUT ● ●ET0.00 ET1.00 ELECTRICAL SITE PLAN PANEL SCHEDULES RISER DIAGRAM ANYTIME SELF STORAGE95% CIVIL CONSTRUCTION CHECK SETHIGH BANKS RD & 52ND STSPRINGFIELD, OR 97478CLIENT:ANYTIME SELF STORAGE LLC2538 NE DIVISION STBEND, OR 97703ARCHITECT:JACKSON MAIN ARCHITECTURE311 FIRST AVE SOUTHSEATTLE, WA 98104GEOTECHNICAL:CARLSON TESTING INC.89970 HWY 99EUGENE, OR 97402SURVEYOR:DOWL963 SW SIMPSON #200BEND, OR 97702TAXLOT:1702280000901SITE AREA: 2.47 ACDISTURBED AREA:2.47 ACSOIL TYPES: CHAPMAN LOAM, CHAPMAN-URBAN LAND COMPLEXEROSION FACTOR:0.28,0.28EXISTING TOPOGRAPHIC AND BOUNDARY INFORMATION SHOWN HEREON PERSURVEY BY DOWL DATED 11/10/2022BOUNDARY DATA: RECORD BOUNDARY FROM COUNTY SURVEY NO. 397069TRANSLATED AND ROTATED BASED ON RECOVERED MONUMENTATION TO THEPROJECT COORDINATE SYSTEM DETAILED BELOW (OREGON STATE PLANECOORDINATE SYSTEM - SOUTH ZONE).BASIS OF BEARINGS: GRID NORTH BASED ON NAD 83(91) PROJECTED TO THEOREGON STATE PLANE COORDINATE SYSTEM - SOUTH ZONE.SURVEY MONUMENT PROTECTION:PROTECT AND PRESERVE, IN PLACE, ALL SURVEY MONUMENTS AND BENCHMARKS.DO NOT DISTURB, MOVE, OR RELOCATE MONUMENTS OR BENCHMARKS WITHOUTTHE PRIOR REVIEW AND APPROVAL BY THE AGENCY HAVING JURISDICTION OVERTHE MONUMENT OR BENCHMARK. THE CONTRACTOR SHALL CONTRACT WITH ALICENSED SURVEYOR FOR MONUMENTS REQUIRING DISTURBANCE OR REMOVAL,AND THE SURVEYOR SHALL RESET THE MONUMENTS OR PROVIDE PERMANENTWITNESS MONUMENTS AND FILE THE REQUIRED DOCUMENTATION WITH THEAUTHORITY HAVING JURISDICTION, PURSUANT TO ALL APPLICABLE BUSINESS ANDPROFESSIONAL CODES.SURVEY NOTESVICINITY MAPPROJECT SITENPROJECT INFORMATIONUTILITY PURVEYORSACASPHALTIC CONCRETEBLDG BUILDINGBCR BEGIN CURB RETURNBVC BEGIN VERTICAL CURVEBW BOTTOM OF WALLCB CATCH BASINC/L CENTERLINECMU CONCRETE MASONRY UNITCONC CONCRETEDWDRIVEWAYECR END CURB RETURNEG EXISTING GRADEEP EDGE OF PAVEMENTEVC END VERTICAL CURVEFF FINISHED FLOORFG FINISHED GRADEFH FIRE HYDRANTFL FLOW LINEFS FINISHED SURFACEGB GRADE BREAKIE INVERT ELEVATIONINV INVERTLA LANDSCAPE AREANG NATURAL GRADEPA PLANTER AREAPCC PORTLAND CEMENTCONCRETEP/L PROPERTY LINEPOC POINT OF CONNECTIONPS PARKING STRIPEPVCPOLYVINYL CHLORIDERW RIGHT OF WAYSD STORM DRAINSG SUB-GRADE ELEVATIONSS SANITARY SEWERTC TOP OF CURB, CONCRETETF TOP OF FOOTINGTG TOP OF GRATETW TOP OF WALLVCVERTICAL CURVESTANDARD ABBREVIATIONSELECTRICITY:SPRINGFIELD UTILITY BOARD250 A STSPRINGFIELD, OR 97477(541) 746-8451SEWER:CITY OF SPRINGFIELD INFRASTRUCTURE OPERATIONS AND MAINTENANCE201 S 18TH STSPRINGFIELD, OR 97477(541) 726-3761WATER:SPRINGFIELD UTILITY BOARD250 A STSPRINGFIELD, OR 97477(541) 746-8451NATURAL GAS:NORTHWEST NATURAL3087 BROADWAY ST NESALEM, OR 97303SHEET INDEXSHEETSHEET TITLEC-0.0TITLE SHEETC-0.1NOTES SHEETC-2.0CIVIL SITE & UTILITY PLANC-1.0EXISTING CONDITIONS & DEMOLITION PLANJACKSON | MAIN ARCHITECTURE P.S. © 2022PROJECT NO.:PROJECT MGR.:DRAWN BY:CHECKED BY:PROGRESS SETNOT FOR CONSTRUCTION230286D. KEENEYE. PASSEYJ. MITCHELLUnnamedXANYITIME SELF STORAGE HIGH BANKS ROAD + 52ND STREET SPRINGFIELD, OREGON 97478 ANYTIME SELF STORAGE LLC 2538 NE DIVISION ST. BEND, OREGON 97703 DATE NO.DESCRIPTION 4/10/2023 4:20:37 PM F:\1. Projects\2022\22145 - Anytime SS - Springfield\2-Production\3-Drafting\1_Revit\Anytime SS_Springfield-R23.rvt Engineer of Record:PLAN REV IEW SETNOT FOR CONSTRUCT ION REGIST E R ED PROFESSIONALENGINEERSEP 14, 2021C-0.0HWY 2652ND ST HIGH BANKS RDG ST48TH STMAIN STTITLE SHEETC-5.0DETAILS SHEETC-4.1GRADING & DRAINAGE PLANECSP PLANECSP DETAILSC-2.1C-3.0C-4.0DRAINAGE OVERVIEW PLANG I DUOYEROFEBLLA COREGON UTILITYNOTIFICATION CENTER1-800-332-2344CONSTRUCTION PLANCONSTRUCTION PLAN INCLUDING STAGING OF EROSION CONTROL MEASURESC-5.1DETAILS SHEETC-5.2DETAILS SHEET JACKSON | MAIN ARCHITECTURE P.S. © 2022PROJECT NO.:PROJECT MGR.:DRAWN BY:CHECKED BY:PROGRESS SETNOT FOR CONSTRUCTION230286D. KEENEYE. PASSEYJ. MITCHELLUnnamedXANYITIME SELF STORAGE HIGH BANKS ROAD + 52ND STREET SPRINGFIELD, OREGON 97478 ANYTIME SELF STORAGE LLC 2538 NE DIVISION ST. BEND, OREGON 97703 DATE NO.DESCRIPTION 4/10/2023 4:20:37 PM F:\1. Projects\2022\22145 - Anytime SS - Springfield\2-Production\3-Drafting\1_Revit\Anytime SS_Springfield-R23.rvt Engineer of Record:PLAN REV IEW SETNOT FOR CONSTRUCT ION REGIST E R ED PROFESSIONALENGINEERSEP 14, 2021C-0.1NOTES SHEETTRENCHING AND BACKFILL NOTES:1.ALL TRENCHING, BEDDING AND BACKFILL MATERIAL AND CONSTRUCTION, SHALLBE IN ACCORDANCE WITH THESE PLANS INCLUDING THE PIPE TRENCH DETAIL.2.TRENCH OR STRUCTURE EXCAVATION SUBGRADE SHALL BE OBSERVED BY THEGEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF BEDDING MATERIAL ORFORMS. WET OR UNSTABLE SOIL ENCOUNTERED IN THE BOTTOM OF THEEXCAVATION AND DEEMED BY THE GEOTECHNICAL ENGINEER TO BE INCAPABLEOF PROPERLY SUPPORTING THE PIPE OR STRUCTURE BEING CONSTRUCTED,SHALL BE REMOVED TO THE DEPTH RECOMMENDED BY THE GEOTECHNICALENGINEER AND THE EXCAVATION BACKFILLED TO THE BOTTOM OF THE PIPE ORSTRUCTURE GRADE WITH SUITABLE MATERIAL RECOMMENDED BY THEGEOTECHNICAL ENGINEER.3.WATER ENCOUNTERED IN TRENCH OR STRUCTURE EXCAVATION SHALL BEREMOVED BY THE CONTRACTOR TO THE SATISFACTION OF THE GEOTECHNICALENGINEER TO PROVIDE DRY CONDITIONS DURING CONSTRUCTION OF PIPE ORSTRUCTURE.4.BEDDING AND BACKFILL MATERIAL AND COMPACTED DENSITY, SHALL BE TESTEDFOR COMPLIANCE WITH APPLICABLE REQUIREMENTS BY THE GEOTECHNICALENGINEER.5.BEDDING AND PIPE ZONE BACKFILL MATERIAL, SHALL BE COMPACTED TO NOTLESS THAN 95% OF MAXIMUM DENSITY. TRENCH BACKFILL SHALL BE COMPACTEDTO NOT LESS THAN 90% OF MAXIMUM DENSITY. THE UPPER 12" BELOW THE BASEOR SUB-BASE COURSE IN PAVED AND OTHER TRAFFIC AREAS AND BELOW THECONCRETE OR SAND COURSE IN WALKWAY AREAS SHALL BE COMPACTED TONOT LESS THAN 95% OF MAXIMUM DENSITY. BACKFILL COMPACTION SHALL BETESTED FOR COMPLIANCE WITH THESE REQUIREMENTS IN ACCORDANCE WITHASTM D-1557, LATEST REVISION, AND REPORTED BY THE GEOTECHNICALENGINEER.6.CLASS I OR CLASS II (TRENCH) BACKFILL SHALL NOT BE PLACED UNTIL BEDDINGAND INITIAL (PIPE ZONE) BACKFILL HAVE BEEN OBSERVED, TESTED ANDAPPROVED.7.COMPACTION BY FLOODING OR JETTING IS NOT PERMITTED.8.CONTRACTOR SHALL REVIEW THE GEOTECHNICAL REPORT(S), THE PROJECTWORK AREA AND VICINITY, AND SHALL FAMILIARIZE HIMSELF WITH THE WORKAREA CONDITIONS. CONTRACTOR SHALL MAKE HIS OWN DEDUCTIONS ANDCONCLUSIONS AS TO HOW EXISTING SURFACE AND SUB-SURFACE CONDITIONSWILL AFFECT OR BE AFFECTED BY HIS CONSTRUCTION OPERATIONS, INCLUDINGTHE NATURE OF MATERIALS TO BE EXCAVATED. THE DEGREE OF DIFFICULTYASSOCIATED WITH MAKING AND MAINTAINING THE REQUIRED EXCAVATIONS, ANDTHE DEGREE OF DIFFICULTY WHICH MAY ARISE FROM SUBSURFACE CONDITIONSINCLUDING GROUNDWATER, AND SHALL ACCEPT FULL RESPONSIBILITY THEREOF.9.IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT THE INTEGRITY OFEXISTING PAVEMENT ALONG AND BEHIND THE TRENCH SAWCUT LINES DURINGCONSTRUCTION. IF THIS PAVEMENT IS BROKEN-OFF OR OTHERWISE DAMAGEDBEFORE NEW PAVEMENT IS PLACED, CONTRACTOR SHALL SAWCUT A NEWCONFORM LINE PARALLEL WITH, FULL LENGTH OF, AND SUFFICIENT DISTANCE(1-FOOT MINIMUM) BEHIND ORIGINAL SAWCUT SO AS TO REMOVE DAMAGEDPAVEMENT AND / OR IRREGULARITY ALONG THE CONFORM LINE.GENERAL GRADING NOTES:1.GRADING SHALL BE IN CONFORMANCE WITH RECOMMENDATIONS MADE BY THEGEOTECHNICAL ENGINEER DURING OBSERVATION AND TESTING OF SITEDEMOLITION, PREPARATION, GRADING, AND DEVELOPMENT WORK. FOR ANYCONFLICT BETWEEN THESE PLANS AND THE RECOMMENDATIONS AND/ORSPECIFICATIONS OF THE GEOTECHNICAL ENGINEER, THE MORE STRINGENTPROVISION SHALL GOVERN.2.AREAS TO BE GRADED SHALL BE CLEARED OF ALL VEGETATION (EXCEPT TREESINDICATED TO REMAIN), INCLUDING ROOTS AND ROOT STRUCTURES, OTHERORGANIC MATERIAL, DEBRIS, NON-COMPLYING FILL, AND OTHER MATERIALUNSUITABLE FOR SUPPORT OF FILL AND/OR PROPOSED IMPROVEMENTS, ASRECOMMENDED BY AND UNDER THE OBSERVATION AND TESTING OF THEGEOTECHNICAL ENGINEER. CALL THE INSPECTOR FOR INITIAL INSPECTION.3.ALL UNSUITABLE SOIL MATERIALS AND RUBBISH AND DEBRIS RESULTING FROMDEMOLITION AND GRADING OPERATIONS SHALL BE REMOVED FROM THE JOBSITE; TRANSPORTED TO A SUITABLE LOCATION AND DISPOSED OF IN A PROPERAND LEGAL MANNER.4.AREAS TO RECEIVE FILL MATERIAL AND AREAS TO RECEIVE BUILDINGS,EXTERIOR SLABS, WALKWAYS, WALLS, PAVEMENT AND OTHER STRUCTURALIMPROVEMENTS SHALL BE PREPARED AS RECOMMENDED BY AND UNDER THEOBSERVATION AND TESTING OF THE GEOTECHNICAL ENGINEER.RECOMMENDATIONS FOR OVER EXCAVATION, ADDITIONAL SCARIFICATION,BACKFILL AND RECOMPACTION ARE CONTAINED IN THE PROJECT GEOTECHNICALREPORT REFERENCED IN THE GENERAL NOTES ON THESE PLANS.5.PRIOR TO PLACEMENT OF FILL AND BACKFILL MATERIAL, THE PREPARED AREASHALL BE INSPECTED AND APPROVED BY THE INSPECTOR. THE GEOTECHNICALENGINEER SHALL ALSO OBSERVE THE AREAS TO BE FILLED. ALLOW A MINIMUM48-HOUR NOTICE. FILL AND BACKFILL PLACED ON THE PREPARED AREA WITHOUTTHE REQUIRED OBSERVATION SHALL BE REMOVED.6.ALL FILL MATERIAL, WHETHER EXCAVATED ON-SITE OR IMPORTED FROMOFF-SITE, SHALL BE TESTED AND APPROVED BY THE GEOTECHNICAL ENGINEERPRIOR TO PLACEMENT. IMPORTED FILL MATERIAL SHALL BE EQUAL TO ORBETTER IN QUALITY THAN THE ON-SITE SOILS AND SHALL CONFORM TO THERECOMMENDATION OF THE GEOTECHNICAL ENGINEER. THE GEOTECHNICALENGINEER SHALL TEST AND APPROVE THE SOIL PROPOSED FOR IMPORT FORSTRUCTURAL FILL PRIOR TO IMPORTATION TO THE SITE. THE LANDSCAPEARCHITECT AND THE GEOTECHNICAL ENGINEER SHALL TEST AND APPROVE THESOIL PROPOSED FOR IMPORT FOR LANDSCAPE AREA SURFACE MATERIAL PRIORTO IMPORTATION TO THE SITE.7.CONTRACTOR SHALL REFER TO THE FOLLOWING AS APPLICABLE:-ARCHITECT'S PLANS FOR ADDITIONAL GRADING REQUIREMENTS IN BUILDINGAREAS.-LANDSCAPE ARCHITECT'S PLANS FOR TREE PRESERVATION REQUIREMENTSAND FOR SUBGRADE ALLOWANCES IN LANDSCAPE AREAS.-PUBLIC IMPROVEMENT PLANS FOR INTERFACING WITH PUBLIC GRADING,PAVING, STORM DRAINAGE AND UTILITY IMPROVEMENTS.8.WHERE PLANTER AREAS ARE SHOWN ON THE PLANS ADJACENT TO BUILDINGSAND ARE CONTAINED BY WALKS / FLATWORK LESS THAN 8" BELOW BOTTOM OFSILL PLATE OR WHERE ADJACENT FINISH GRADE OUTSIDE A BUILDING IS SHOWNTO BE LESS THAN 8" BELOW BOTTOM OF SILL PLATE, IT IS THE CONTRACTOR'SRESPONSIBILITY TO VERIFY THAT BUILDING PLANS CALL FOR APPROPRIATEDAMPPROOF OR WATERPROOF CONSTRUCTION AND IS CONSTRUCTED INACCORDANCE WITH ALL BUILDING APPLICABLE CODE REQUIREMENTS.9.PLAN ELEVATIONS SHOWN ON SOIL AND LANDSCAPED AREAS ARE FINISH GRADE(FINISH SURFACE) ELEVATIONS INTENDED TO ESTABLISH SURFACE DRAINAGECONTROL FOR THESE AREAS. DURING GRADING OPERATIONS, THICKNESSES(SUBGRADE ALLOWANCES) SPECIFIED BY LANDSCAPE ARCHITECT FOR TURF,WOOD CHIPS, MULCH, ETC. SHALL BE SUBTRACTED FROM THESE ELEVATIONS TOESTABLISH FINISH SUBGRADE.10.BEFORE PLACEMENT OF AGGREGATE BASE OR SUBBASE MATERIAL IN PAVEMENTAREAS, THE SUBGRADE SOIL SHALL BE REVIEWED AND TESTED BY THEGEOTECHNICAL ENGINEER. DURING PAVING OPERATIONS, STRUCTURAL SECTIONCOMPACTION SHALL BE OBSERVED AND TESTED BY THE GEOTECHNICALENGINEER.11.QUALITY REVIEW AND REPORTING REQUIREMENTS.A.GRADING AND IMPROVEMENTS FOUND NOT IN CONFORMANCE WITH APPROVEDPLANS AND DESIGN INTENT SHALL BE CORRECTED BY CONTRACTOR ATCONTRACTOR'S EXPENSE. ADDITIONAL SURVEYING TO CONFIRM ELEVATIONSAFTER CORRECTIVE MEASURES SHALL ALSO BE AT CONTRACTOR'S EXPENSE.REQUIREMENTS FOR VARIOUS SURFACING CONDITIONS ARE AS FOLLOWS:-DIRT: NOT LESS THAN 2% (1/4" PER FOOT) SLOPE IN DIRECTION OF SURFACEDRAINAGE AND 0.10 FOOT MAXIMUM DEVIATION FROM DESIGN ELEVATION ATANY LOCATION-A.C. PAVEMENT: NOT LESS THAN 1% (1/8 INCH PER FOOT) SLOPE IN DIRECTIONOF SURFACE DRAINAGE AND 0.04 FOOT MAXIMUM DEVIATION FROM DESIGNELEVATION AT ANY LOCATION-CONCRETE: NOT LESS THAN 0.5% (1/16 INCH PER FOOT) SLOPE IN DIRECTIONOF SURFACE DRAINAGE AND 0.02 FOOT MAXIMUM DEVIATION FROM DESIGNELEVATION AT ANY LOCATION UNLESS NOTED OTHERWISE ON PLANS.DEMOLITION NOTES:1.THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUNDUTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY THEAVAILABLE RECORDS PROVIDED. THE CIVIL ENGINEER ASSUMES NO LIABILITY ASTO THE EXACT LOCATION OF SAID LINES, NOR FOR UTILITY OR IRRIGATION LINESWHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLEFOR NOTIFYING ALL UTILITY COMPANIES PRIOR TO WORK OR POTHOLE TODETERMINE THE EXACT LOCATIONS OF ALL LINES AFFECTING THIS WORK,WHETHER OR NOT SHOWN HEREON. THE CONTRACTOR SHALL BE RESPONSIBLEFOR ANY DAMAGE TO OR PROTECTION OF ALL EXISTING UTILITY LINES.2.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION OF THE SITE ANDSHALL REMOVE AND DISPOSE OF ALL STRUCTURES ABOVE AND OR BELOWGROUND UNLESS NOTED OTHERWISE. ANY HAZARDOUS MATERIALSENCOUNTERED SHALL BE HANDLED AND REMOVED AS REQUIRED BY LOCALAND/OR STATE LAWS AT NO COST TO THE OWNER.3.THE CONTRACTOR SHALL EXERCISE DUE CARE TO AVOID DAMAGE TO EXISTINGHARDSCAPE IMPROVEMENTS, UTILITY FACILITIES, AND LANDSCAPING FEATURESTHAT ARE NOT AFFECTED BY THESE PLANS.4.ALL JOIN LINES SHALL BE SAWCUT ON A NEAT, STRAIGHT LINE PARALLEL WITHTHE JOIN. THE CUT EDGE SHALL BE PROTECTED FROM CRUSHING, AND ALLBROKEN EDGES SHALL BE RE-CUT PRIOR TO JOINING.5.ALL EXISTING OBJECTIONABLE MATERIALS THAT CONFLICT WITH PROPOSEDIMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, BUILDING FOUNDATIONS,UTILITIES, APPURTENANCES, TREES, SIGNS, STRUCTURES, ETC. SHALL BEREMOVED AND DISPOSED BY THE CONTRACTOR AT NO COST TO THE OWNER,UNLESS NOTED OTHERWISE HEREIN, OR AS DIRECTED BY THE CONSTRUCTIONMANAGER.6.THE CONTRACTOR SHALL PROTECT ALL EXISTING STREETS FROM DAMAGESCAUSED BY HIS OPERATIONS. ANY CURBS DAMAGED DURING HIS OPERATIONSSHALL BE SAWCUT AND REPLACED AT NO COST TO THE OWNER. ANY EXISTINGPAVING IDENTIFIED AS POTENTIALLY NEEDING TO BE REPLACED SHALL BEBROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO THECOMMENCEMENT OF WORK.7.THE CONTRACTOR SHALL PERFORM AND BE RESPONSIBLE FOR ALL CLEARINGAND GRUBBING OPERATIONS AS NECESSARY TO COMPLETE THE WORK,INCLUDING TRANSPORTATION AND DISPOSAL OF ALL REMOVED MATERIALS, ANDALL ASSOCIATED COSTS.GENERAL NOTES:1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF SPRINGFIELDAND THE CURRENT EDITION OF THE OREGON STATE BUILDING CODE.2.IN THE EVENT OF A CONFLICT BETWEEN ANY REFERENCED STANDARD, THEMORE STRINGENT REQUIREMENT SHALL GOVERN.3.STORMWATER POLLUTION PREVENTION REQUIREMENTS PER CITY OFSPRINGFIELD.4.A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVERCONSTRUCTION IS IN PROGRESS.5.BEFORE BEGINNING WORK, CONTRACTOR SHALL CONFIRM WITH AGENCIESHAVING JURISDICTION THAT ALL REQUIRED PERMITS AND LICENSES HAVE BEENOBTAINED AND ALL REQUIRED NOTICES GIVEN.6.UNDERGROUND AND OVERHEAD CONSTRUCTION IN ADDITION TO WHAT ISSHOWN ON THESE PLANS MAY BE PART OF THIS PROJECT, INCLUDINGARCHITECTURAL AND LANDSCAPE ARCHITECTURAL IMPROVEMENTS. ADDITIONALPERMITS MAY BE REQUIRED.A.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WORK ANDINTERFACING IMPROVEMENTS WITH WORK BY OTHER CONTRACTORS AT THISJOB SITE AND WITH IMPROVEMENTS REQUIRED BY PLANS BY OTHERS.B.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR BUILDING AND SITELAYOUT DIMENSIONING.C.CONTRACTOR SHALL REFER TO ARCHITECTURAL AND LANDSCAPEARCHITECTURAL PLANS AND SPECIFICATIONS FOR SITE DEVELOPMENTCONSTRUCTION DETAILS AND DIMENSIONING, INCLUDING THOSE FORBUILDINGS, PATIOS, WALKWAYS, DRIVEWAYS, WALLS/FENCES, PLUMBING,ELECTRICAL, UTILITIES, LANDSCAPING, AND IRRIGATION.7.ALL SITE WORK AND TESTING SHALL BE DONE IN CONFORMANCE WITH THERECOMMENDATIONS CONTAINED IN THE FOLLOWING GEOTECHNICALENGINEERING REPORT FOR THIS PROJECT:A.PREPARED BY: CARLSON GEOTECHNICAL FILE NUMBER: G2305919, DATE: JUNE 21, 2023.B.THIS REPORT AND ANY ADDENDA SHALL BE INCORPORATED INTO THESE PLANSAND MADE A PART HEREOF AS IF SPELLED OUT IN THEIR ENTIRETY HEREON. ITIS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE APPLICABLEGEOTECHNICAL REPORTS. CONTRACTOR SHALL CONTACT THE GEOTECHNICALENGINEER TO OBTAIN OR REVIEW COPIES OF THESE REPORTS AND ADDENDA.C.PRIOR TO BIDDING, CONTRACTOR SHALL CONTACT THE GEOTECHNICALENGINEER TO DETERMINE THE LOCATION AND DEPTH OF ALL TEST BORINGSAND EXPLORATORY PITS AND EXCAVATIONS. CONTRACTOR SHALL DETERMINEFROM THE GEOTECHNICAL ENGINEER WHAT REMEDIAL WORK ISRECOMMENDED TO MAKE THESE DISTURBED LOCATIONS SUITABLE FOR THEPROPOSED IMPROVEMENTS. CONTRACTOR SHALL INCLUDE IN HIS BID ALLCOSTS FOR THE RECOMMENDED REMEDIAL WORK AND SHALL ADJUST HISOPERATIONS TO PROPERLY SEQUENCE THE WORK TO ACCOMMODATEREMEDIAL WORK WITH CONSTRUCTION OF PROPOSED IMPROVEMENTS.8.ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITHAPPLICABLE HEALTH AND SAFETY LAWS, ORDINANCES, REGULATIONS, RULES,AND STANDARDS INCLUDING ALL REQUIREMENTS OF OREGON OSHA AND OSHA.9.ALL UNSUITABLE CONSTRUCTION MATERIALS AND RUBBISH AND DEBRIS SHALLBE REMOVED FROM THE JOB SITE; TRANSPORTED TO A SUITABLE LOCATION, ANDDISPOSED OF IN A PROPER AND LEGAL MANNER.10.ALL WORK INVOLVING EXCAVATION, INCLUDING THAT FOR WATER, SEWER,STORM DRAIN AND UTILITY CONDUITS AND ALL SERVICE CONNECTIONS ANDMETER BOXES (NOT PERMITTED IN DRIVEWAYS) SHALL BE COMPLETED ANDOBSERVED AND APPROVED BY THE AGENCY HAVING JURISDICTION AND THESTRUCTURAL BACKFILL OBSERVED AND TESTED FOR COMPACTION ANDAPPROVED BY THE GEOTECHNICAL ENGINEER BEFORE AGGREGATE BASE,PAVING AND OTHER PERMANENT SURFACE CONSTRUCTION MAY COMMENCE.11.BEFORE COMMENCING EXCAVATION, CONTRACTOR SHALL CONTACT PUBLICWORKS AND UTILITY COMPANIES OR OTHER OWNERS OF SUBSURFACEFACILITIES WITHIN THE WORK SITE AND SHALL VERIFY WHETHER OR NOT AREPRESENTATIVE WILL BE PRESENT BEFORE AND/OR DURING EXCAVATION, ANDSHALL DETERMINE SITE SPECIFIC REQUIREMENTS FOR EXCAVATION.12.CONTRACTOR SHALL NOTIFY PUBLIC WORKS, BUILDING AND SAFETY, UTILITYCOMPANIES, GEOTECHNICAL ENGINEER, AND ENGINEER OF RECORD, AT LEAST48 HOURS BEFORE START OF ANY CONSTRUCTION AND OF THE TIME ANDLOCATION OF PRE-CONSTRUCTION CONFERENCE, AND SHALL DETERMINE FROMEACH PARTY THEIR SCOPE OF WORK TO BE OBSERVED AND BY WHOM, ANDSCOPE OF TESTING. DURING THE COURSE OF WORK, CONTRACTOR SHALL BERESPONSIBLE FOR CALLING FOR OBSERVATION AND TESTING AS STIPULATEDPURSUANT TO ABOVE DETERMINATIONS. WORK NOT OBSERVED AND TESTEDWILL BE SUBJECT TO REJECTION.13.CONTRACTOR SHALL FURNISH, INSTALL, AND MAINTAIN SUCH SHEETING,SHORING, BRACING, AND/OR OTHER PROTECTION AS IS NECESSARY TO PREVENTFAILURE OF TEMPORARY EXCAVATIONS AND EMBANKMENTS AND TO PREVENTDAMAGE TO EXISTING IMPROVEMENTS, TEMPORARY IMPROVEMENTS, ANDPARTIALLY COMPLETED PORTIONS OF THE WORK. CONTRACTOR SHALL BESOLELY RESPONSIBLE FOR THE SUFFICIENCY OF SUCH SUPPORTS AND/OROTHER PROTECTION PER ALL REQUIREMENTS OF OREGON OSHA AND OSHA.14.CONTRACTOR SHALL PROMPTLY NOTIFY ENGINEER OF RECORD AND AUTHORITYHAVING JURISDICTION BY TELEPHONE AND IN WRITING UPON DISCOVERY OF,AND BEFORE DISTURBING ANY PHYSICAL CONDITIONS DIFFERING FROM THOSEREPRESENTED BY APPROVED PLANS AND SPECIFICATIONS.15.CONTRACTOR SHALL MAINTAIN A COMPLETE AND ACCURATE RECORD OF ALLCHANGES OF CONSTRUCTION FROM THAT SHOWN ON THESE PLANS ANDSPECIFICATIONS FOR THE PURPOSE OF PROVIDING A BASIS FOR CONSTRUCTIONOF RECORD DRAWINGS. NO CHANGES SHALL BE MADE WITHOUT PRIOR WRITTENAPPROVAL OF ENGINEER OF RECORD AND AUTHORITY HAVING JURISDICTION.UPON COMPLETION OF THE PROJECT, CONTRACTOR SHALL DELIVER THISRECORD OF ALL CONSTRUCTION CHANGES TO ENGINEER ALONG WITH A LETTERWHICH DECLARES THAT, OTHER THAN THESE NOTED CHANGES, "THE PROJECTWAS CONSTRUCTED IN CONFORMANCE WITH THE APPROVED PLANS ANDSPECIFICATIONS."WARNING: ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLEFOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BYPREPARER.16.CONTRACTOR AGREES THAT, IN ACCORDANCE WITH GENERALLY ACCEPTEDCONSTRUCTION PRACTICES, CONTRACTOR WILL BE REQUIRED TO ASSUME SOLEAND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THECOURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALLPERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLYCONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGNPROFESSIONALS HARMLESS FROM ALL LIABILITY AND CLAIMS, REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT ANDACCEPTS LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGNPROFESSIONALS.17.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR VEHICULAR ANDPEDESTRIAN TRAFFIC CONTROL AND SAFETY AND SHALL FURNISH, INSTALL, ANDMAINTAIN SUCH FENCING, SIGNS, LIGHTS, TRENCH PLATES, BARRICADES, AND/OROTHER PROTECTION AS IS NECESSARY FOR SAID CONTROL AND SAFETY.18.CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FORPROTECTION OF PUBLIC AND PRIVATE PROPERTY AT OR IN THE VICINITY OF THEJOB SITE AND FURTHER AGREES TO, AT CONTRACTOR'S EXPENSE, REPAIR ORREPLACE TO ORIGINAL CONDITION, ALL EXISTING IMPROVEMENTS WITHIN OR INTHE VICINITY OF THE JOB SITE WHICH ARE NOT DESIGNATED FOR REMOVAL ANDWHICH ARE DAMAGED OR REMOVED AS A RESULT OF CONTRACTOR'SOPERATIONS.USE OF PLANS:THIS DRAWING IS PROVIDED IN AN ELECTRONIC FORMAT AS A COURTESY, IFREQUESTED BY THE USER. THE DELIVERY OF THE ELECTRONIC FILE DOES NOTCONSTITUTE THE DELIVERY OF OUR PROFESSIONAL WORK PRODUCT. THE SIGNEDHARD COPY PREPARED FOR THE PROJECT CONSTITUTES OUR PROFESSIONALWORK PRODUCT AND THE HARD COPY MUST BE REFERRED TO FOR THE CORRECTDESIGN INFORMATION. THESE PLANS HAVE BEEN PREPARED SOLELY FOR USE FORTHE PROJECT SCOPE AND SITE SPECIFICALLY IDENTIFIED HEREON AT THE TIMETHESE PLANS ARE SIGNED. THE ENGINEER PREPARING THESE PLANS WILL NOT BERESPONSIBLE FOR, OR LIABLE FOR, USE OF ANY PART OF THESE PLANS, INCLUDINGANY NOTE OR DETAIL, FOR ANY UNAPPROVED OR REVISED PROJECT SCOPE, ORFOR ANY OTHER PROJECT AT THIS OR ANY OTHER SITE. USER AGREES TOINDEMNIFY AND HOLD HARMLESS ASHLEY & VANCE FOR ALL COSTS AND DAMAGES IFUSED.USE OF ELECTRONIC INFORMATION:ELECTRONIC INFORMATION MAY BE PROVIDED BY THE ENGINEER FORCONVENIENCE; UNDER NO CIRCUMSTANCES SHALL DELIVERY OF ELECTRONIC FILESFOR USE BY OTHERS BE DEEMED A SALE BY THE ENGINEER AND THE ENGINEERMAKES NO WARRANTIES, EITHER EXPRESS OR IMPLIED, OF MERCHANTABILITY ANDFITNESS FOR ANY PARTICULAR PURPOSE. IN NO EVENT SHALL THE ENGINEER BELIABLE FOR INDIRECT OR CONSEQUENTIAL DAMAGES AS A RESULT OF THE USE ORREUSE OF THE ELECTRONIC FILES BY OTHERS.ELECTRONIC INFORMATION IS INTENDED TO PROVIDE INFORMATION SUPPLEMENTALAND SUBORDINATE TO THE CONSTRUCTION CONTRACT DOCUMENTS. LAYOUT ANDCONSTRUCTION OF PROJECT ELEMENTS SHALL BE BASED ON DIMENSIONS ANDINFORMATION INCLUDED ON THE SIGNED AND SEALED CONSTRUCTION CONTRACTDOCUMENTS WHICH SHALL CONTROL OVER ELECTRONIC INFORMATION. USER ISRESPONSIBLE FOR CONFIRMING LOCATION OF PROPOSED IMPROVEMENTS BASEDON DIMENSIONS AND INFORMATION INCLUDED ON THE CONSTRUCTION CONTRACTDOCUMENTS; INCONSISTENCIES BETWEEN THE ELECTRONIC INFORMATION AND THECONSTRUCTION CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OFTHE ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION.PROJECT ELEMENTS SUCH AS MANHOLES, CATCH BASINS, UTILITY VAULTS, VALVEASSEMBLIES, STAIRS, RAMPS, WALLS, ETC. ARE SHOWN SCHEMATICALLY IN THEELECTRONIC INFORMATION AND CONSTRUCTION OF THESE ELEMENTS SHALL BE INACCORDANCE WITH THE CONSTRUCTION NOTES AND DETAILS PRESENTED ORREFERENCED IN THE SIGNED AND SEALED CONSTRUCTION CONTACT DOCUMENTS.IMPROVEMENTS CONSTRUCTED BASED ON ELECTRONIC INFORMATION AND INCONFLICT WITH THE DRAWING DIMENSIONS DETAILS, AND THE CONSTRUCTIONCONTRACT DOCUMENTS SHALL BE REMOVED AND CONSTRUCTED IN THE PROPERLOCATION AND DIMENSIONS AT CONTRACTOR'S SOLE EXPENSE.DIGITAL DRAWINGS ARE TYPICALLY A COMPILATION OF DRAWINGS FROM A NUMBEROF SOURCES AND, AS SUCH, THERE IS INFORMATION IN THE ELECTRONIC FILEISSUED BY THE ENGINEER THAT WAS NOT DEVELOPED BY THE ENGINEER AND ISNOT AUTHORIZED BY THE ENGINEER FOR USE BY OTHERS. ELECTRONICINFORMATION PROVIDED BY THE ENGINEER SHALL ONLY BE APPLICABLE FORIMPROVEMENTS DESIGNED BY THE ENGINEER AND WHICH ARE SPECIFICALLYDESIGNATED BY CONSTRUCTION NOTES AND/OR DETAILS ON THE SIGNED ANDSEALED CONTRACT DOCUMENTS.IF DIGITAL FILES ARE OBTAINED WITH THE INTENT TO USE THEM FOR PROJECTSTAKING, THEY SHALL ONLY BE USED BY A QUALIFIED ENGINEER OR LANDSURVEYOR. DIGITAL INFORMATION SHALL ONLY BE USED FOR STAKING HORIZONTALLOCATION OF PROPOSED IMPROVEMENTS AFTER IT HAS BEEN CONFIRMED WITH THESIGNED AND SEALED CONSTRUCTION CONTRACT DOCUMENTS.THE DIGITAL DRAWINGS ARE NOT INTENDED TO BE USED DIRECTLY FOR CONTROLOF CONTRACTOR'S GRADING OPERATIONS WITHOUT STAKING BY ENGINEER ORLAND SURVEYOR. THE INTERSECTION OF PROPOSED CUT AND FILL SLOPES WITHEXISTING GRADE IS APPROXIMATE WHERE SHOWN ON THE DRAWINGS AND SHALL BECONFIRMED BY FIELD STAKING. IT IS THE CONTRACTOR'S RESPONSIBILITY TOCONSTRUCT SLOPES IN CONFORMANCE WITH THE SPECIFIED AND DETAILEDREQUIREMENTS CONTAINED IN THE CONTRACT DOCUMENTS.EROSION CONTROL CONSTRUCTION NOTES:A.APPROVAL OF THIS ESCP DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR STORMWATER SYSTEM DESIGN(E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.).B.THE IMPLEMENTATION OF THIS ESCP AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESEEROSION AND SEDIMENT CONTROL (ESC) FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTIONIS APPROVED AND THE PROJECT IS ACCEPTED BY THE CITY.C.IN THE EVENT THE ESC FACILITIES IDENTIFIED ON THE ESCP ARE NOT FUNCTIONING PROPERLY, THE CONTRACTOR SHALL BERESPONSIBLE FOR IMMEDIATELY IMPLEMENTING CHANGES TO THE ESCP AS DIRECTED BY THE ENGINEER OR HIS/HERINSPECTOR. THE ENGINEER, THE INSPECTOR OR THE CITY MAY STOP ALL CONSTRUCTION ACTIVITY ON SITE UNTIL THEEROSION PROBLEM IS CORRECTED AND ALL ESC FACILITIES ARE FUNCTIONING PROPERLY. IF THE CONTRACTOR DOES NOTIMMEDIATELY IMPLEMENT CHANGES TO THE ESCP IDENTIFIED BY THE ENGINEER OR HIS/HER INSPECTOR, THE CITY MAYIMPLEMENT THE NECESSARY CHANGES AND REQUIRE PAYMENT FROM THE CONTRACTOR PRIOR TO PROJECT ACCEPTANCEBY THE CITY.D.THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS ESCP SHALL BE CLEARLY FLAGGED BY A CONTINUOUS LENGTHOF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NODISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CONTRACTOR SHALL MAINTAIN THE CLEARINGLIMITS FOR THE DURATION OF THE CONSTRUCTION.E.THE ESC FACILITIES SHOWN ON THE ESCP SHALL BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING ANDGRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, STORMWATER SYSTEMS, ANDADJACENT PROPERTIES IS MINIMIZED.F.THE ESC FACILITIES SHOWN ON THIS ESCP ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURINGTHE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTSAND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHESAND SILT FENCES, ETC.). ALL CHANGES TO THE ESCP SHALL BE NOTED ON THE CONTRACTORS AND INSPECTOR'S APPROVEDESCP PLAN SET. ONE UPDATED ESCP PLAN SET SHALL BE KEPT ON SITE AT ALL TIMES.G.THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED TO ENSURE CONTINUED PROPERFUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES DURING THE WET SEASON(OCTOBER 1 TO APRIL 30) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPTEMBER 30).H.ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYSDURING THE WET SEASON (OCTOBER 1 TO APRIL 30) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1 TO SEPTEMBER 30)SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING,ETC.).I.THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHINTWENTY-FOUR HOURS FOLLOWING A STORM EVENT.J.AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCHBASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSHSEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM.K.STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION ANDMAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TOENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT.L.ANY PERMANENT FLOW CONTROL FACILITIES USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THENECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY.M.WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESSOF TWO TO THREE INCHES.N.IN PREPARATION FOR THE WET SEASON, ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BESEEDED IN PREPARATION FOR THE WINTER RAINS. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TOREMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY BY SEPTEMBER 15. THE CITY CAN REQUIRE SEEDING OF ADDITIONALAREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES, OR STORMWATER FACILITIES. DISTURBED AREASIDENTIFIED FOR SEEDING SHALL BE SEEDED PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1). 490490491491492492493 4934924934 9 4 492493 494494 4954924924934944924914914924944 9 4 OHP)) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) )))))))))))))))) ) )))))))))))))))))))))))))))))))))))))))))) ) ) ) ) ) ) ) ) ) ) ) ))))))))))))))))))))))))))))))))))))))))))) ) ) ) ) ) ))))))))))))))))))))))))) )))))))))))))))) ))))))))) ) ) ) ) ) ) ) ))) ) ) ) ) ) ) ) ) ) )))) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ))))))))))))))))))) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) )WWWWWWWWWWWWWWWWTTTTTTTTTTTTTTTTTOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP) )N89°00'29"WL: 284.81'L:40.84', R:190.98'N66°04'26"WL: 163.00'S19°33'34"WL: 50.00'L:381.64',R:5779.58'L:203.32',R:5699.58'S17° 4 8 ' 5 5 " W L: 34 . 0 2 'N73°07'10"WL: 497.16'S76°47'47"EL: 157.26'L:88.18', R:190.98'S74°13'26"EL: 5.91'L:41.60', R:190.98'L:20.32', R:190.98'L:58.24', R:190.98'S74°19'35"EL: 381.05'N0303060HORIZONTAL SCALE: 1" = 30' DEMOLITION NOTESEXISTING DECIDUOUS TREES TO BE REMOVED (TYP.3)EXISTING DECIDUOUS TREES TO REMAINEXISTING GRAVEL ROAD TO BE REMOVEDEXISTING AC PAVEMENT TO BE REMOVEDEXISTING VEGETATION TO BE REMOVEDEXISTING SIGN TO BE REMOVEDEXISTING LIGHTS TO BE REMOVED (TYP. 4)EXISTING AC PAVEMENT TO REMAINEXISTING OVERHEAD POWER LINE TO BE RELOCATEDEXISTING POWER POLE TO BE RELOCATEDEXISTING STREET LIGHT TO BE RELOCATEDEXISTING SWALE TO BE REMOVEDEXISTING HYDRANT TO REMAINEXISTING POWER POLE TO REMAINEXISTING FENCE TO BE REMOVEDEXISTING OVERHEAD POWER LINE TO BE REMOVED12345678910111213141515EXISTING CONDITIONS AND DEMOLITON LEGENDEXISTING WATER LINEEXISTING SANITARY SEWER LINEEXISTING UNDERGROUND POWEREXISTING OVERHEAD POWEREXISTING OVERHEAD POWER TO BE RELOCATED OR REMOVEDEXISTING STORM DRAIN LINEEXISTING GAS LINEEXISTING COMMUNICATIONS LINEEXISTING BUILDINGEXISTING FENCEEXISTING EASEMENTADJACENT PROPERTY LINEPROJECT PROPERTY LINEMAJOR CONTOUR (5' INTERVAL)MINOR CONTOUR (1' INTERVAL)EXISTING TREEEXISTING TREE TO BE REMOVEDEXISTING AC PAVEMENTEXISTING AC PAVEMENT TO BE REMOVEDEXISTING CONCRETEEXISTING CONCRETE TO BE REMOVEDEXISTING CURBEXISTING CURB TO BE REMOVEDEXISTING GRAVEL TO BE REMOVEDEXISTING SWALE CENTERLINEEXISTING 100-YEAR FLOODPLAINEXISTING VEGETATION TO BE REMOVEDEXISTING VEGETATION TO REMAIN W WE36903691TSDSDGOHPOHPSSSSALL EXISTING UTILITIES SHOWN ARE BASED ON THE BEST KNOWLEDGE AVAILABLE.CONTRACTOR TO POTHOLE ALL POINTS OF CONNECTION AND VERIFY ALLCLEARANCES. MATERIAL DEPTH AND LOCATION SHALL BE IDENTIFIED BYCONTRACTOR. IF THERE ARE ANY DIFFERENCES FROM PLAN WITH ANY OF THESEITEMS, ENGINEER OF RECORD SHALL BE NOTIFIED IMMEDIATELY.GENERAL NOTES:JACKSON | MAIN ARCHITECTURE P.S. © 2022PROJECT NO.:PROJECT MGR.:DRAWN BY:CHECKED BY:PROGRESS SETNOT FOR CONSTRUCTION230286D. KEENEYE. PASSEYJ. MITCHELLUnnamedXANYITIME SELF STORAGE HIGH BANKS ROAD + 52ND STREET SPRINGFIELD, OREGON 97478 ANYTIME SELF STORAGE LLC 2538 NE DIVISION ST. BEND, OREGON 97703 DATE NO.DESCRIPTION 4/10/2023 4:20:37 PM F:\1. Projects\2022\22145 - Anytime SS - Springfield\2-Production\3-Drafting\1_Revit\Anytime SS_Springfield-R23.rvt Engineer of Record:PLAN REV IEW SETNOT FOR CONSTRUCT ION REGIST E R ED PROFESSIONALENGINEERSEP 14, 2021 TAXLOT 1702280000600DEED R2444/9857250NOT IN PROJECTTAXLOT 1702280000700DEED 2019-038450NOT IN PROJECTTAXLOT 17022800002500DEED R289D/51679NOT IN PROJECTPROJECT PROPERTYTAXLOT17022800009012.47 ACRESHEAVY INDUSTRIALZONETAXLOT 1702280000500DEED R2444/9857249NOT IN PROJECTTAXLOT 1702280000500DEED R2444/9857249NOT IN PROJECTPROJECT PROPERTY LINEPROJECT PROPERTY LINEPRO J E C T PRO P E R T Y LINE PROJECT PROPERTY LINEPRO J E C T PRO P E R T Y L I N E PROJECT PROPERTY LINEPROJECTPROPERTYLINEC-1.0EXISTINGCONDITIONS &DEMOLITION PLAN35153244674884444HIGH BANKS ROADLOCAL ROAD20.00' E A S E M E N T 9101114.6 0 'SOIL TYPES:CHAPMAN LOAMCHEHALIS SILTY CLAY LOAM,OCCASIONALLY FLOODED1213141599105) )))))))))) ) ))))))))))155OHPOHP ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) )WWWWWWWWWWWWWWWWTTTTTTTTTTTTTTTTTOHPOHPOHPOHPOHPOHP) ) )L:88.18', R:190.98'L:41.60', R:190.98'L:40.84', R:190.98'L:58.24', R:190.98'N66°04'26"WL: 163.00'S19°33'34"WL: 50.00'S17°48'55"WL: 34.02'N89°00'29"WL: 284.81'N73°07'10"WL: 497.16'S74°13'26"EL: 5.91'L:381.64',R:5779.58'L:20.32', R:190.98'L:203.32', R:5699.58'S76°47'47"EL: 157.26'S74°19'35"EL: 381.05'SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSAVESAVESAVESAVESA V E SAVESAVES A V E 0303060HORIZONTAL SCALE: 1" = 30' JACKSON | MAIN ARCHITECTURE P.S. © 2022PROJECT NO.:PROJECT MGR.:DRAWN BY:CHECKED BY:PROGRESS SETNOT FOR CONSTRUCTION230286D. KEENEYE. PASSEYJ. MITCHELLUnnamedXANYITIME SELF STORAGE HIGH BANKS ROAD + 52ND STREET SPRINGFIELD, OREGON 97478 ANYTIME SELF STORAGE LLC 2538 NE DIVISION ST. BEND, OREGON 97703 DATE NO.DESCRIPTION 4/10/2023 4:20:37 PM F:\1. Projects\2022\22145 - Anytime SS - Springfield\2-Production\3-Drafting\1_Revit\Anytime SS_Springfield-R23.rvt Engineer of Record:PLAN REV IEW SETNOT FOR CONSTRUCT ION REGIST E R ED PROFESSIONALENGINEERSEP 14, 2021ECSP PLANC-2.0TAXLOT 1702280000600DEED R2444/9857250NOT IN PROJECTTAXLOT 17022800002500DEED R289D/51679NOT IN PROJECTPROJECT PROPERTYTAXLOT17022800009012.47 ACRESTAXLOT 1702280000500DEED R2444/9857249NOT IN PROJECTTAXLOT 1702280000500DEED R2444/9857249NOT IN PROJECTPROJECT PROPERTY LINEPROJECT PROPERTY LINEPROJECT PROPERTY LINEPRO J E C T PRO P E R T Y L I N E PROJECT PROPERTY LINEPROJECTPROPERTYLINEHIGH BANKS ROADLOCAL ROAD20.00' EXISTING ROW DEDICATIONEROSION AND SEDIMENT CONTROL NOTES:SEE GRADING AND EROSION CONTROL NOTES, SHEET C-2.1, FOR ADDITIONALEROSION CONTROL DETAILS AND INFORMATION.INSTALL GRAVEL CONSTRUCTION ENTRANCE PER DETAIL 3, SHEETC-2.1.INSTALL SEDIMENT FENCING PER DETAIL 1, SHEET C-2.1.INSTALL MATERIAL STORAGE/STOCKPILE AREA PER COSMSUGGESTED BMP "NS-9".INSTALL CONCRETE WASHOUT PER DETAIL 2, SHEET C-2.1.INSTALL TREE/VEGETATION PROTECTION FENCING.EC-1EC-2EC-3EC-4EC-5EROSION AND SEDIMENT CONTROL LEGENDPROJECT PROPERTY LINEMAJOR CONTOUR (5' INTERVAL)MINOR CONTOUR (1' INTERVAL)PROPOSED SEDIMENT FENCEPROPOSED TREE/VEGETATION PROTECTION FENCINGPROPOSED MATERIAL STORAGE/STOCKPILE AREAPROPOSED GRAVEL CONSTRUCTION ENTRANCEPROPOSED CONCRETE TRUCK WASHOUT36903691SFSAVESAVESAVESAVEEC-1EC-2EC-3EC-4EC-5EROSION CONTROL MAINTENANCE:SEE THE REFERENCED CITY OF SPRINGFIELD STANDARD DRAWINGS, SHEET C-2.1 FORADDITIONAL CITY OF SPRINGFIELD GRADING AND EROSION CONTROL NOTES.EROSION CONTROL SHALL BE MAINTAINED BY THE CONTRACTOR UNDER THE GUIDANCE OFTHE EOR. THE MINIMUM MAINTENANCE OF BEST MANAGEMENT PRACTICES (BMPs) ARE ASFOLLOWS:·INSPECT ON A REGULAR BASIS (AT A MINIMUM WEEKLY, AND DAILY DURING/AFTER ARUNOFF PRODUCING STORM EVENT). ALL EROSION AND SEDIMENT CONTROL BMPs ARETO BE FIXED, REPLACED, OR ADDITIONAL BMPs ADDED IMMEDIATELY UPON FINDINGTHEY ARE OUT OF CONFORMANCE OR NOT FUNCTIONING.·MAINTENANCE AND REPAIR:··SEDIMENT MUST BE REMOVED FROM BEHIND A SEDIMENT FENCE WHEN IT HASREACHED A HEIGHT OF 13 OF THE FENCE HEIGHT AND ALSO BEFORE FENCEREMOVAL.··SEDIMENT MUST BE REMOVED FROM BEHIND BIO BAGS, STRAW WATTLES, ANDOTHER BARRIERS WHEN IT HAS REACHED A HEIGHT OF 2 INCHES AND ALSOBEFORE BMP REMOVAL.··SEDIMENT MUST BE REMOVED FROM A SEDIMENT BASIN OR CATCH BASIN WHEN ITHAS FILLED HALF (50%) OF THE FACILITY STORAGE CAPACITY (SUMP AREA) ANDALSO AT THE COMPLETION OF THE PROJECT.·REMOVE TEMPORARY ESC BMPs WITHIN 30 DAYS AFTER THE TEMPORARY BMPs ARE NOLONGER NEEDED.·PERMANENTLY STABILIZE AREAS THAT ARE DISTURBED WITHIN 10 DAYS OF THEPROJECT COMPLETION OR WHEN NO WORK IS BEING CONDUCTED. PERMANENTSTABILIZATION SHALL CONFORM TO CITY OF BEND STANDARDS AND SPECIFICATIONSSECTION 7.1.3 ON THIS SHEET.·WHEN SOILS ARE TRACKED ONTO PAVEMENTS, SAID PAVEMENTS SHALL BEIMMEDIATELY SWEPT AND KEPT CLEAN.·CONTRACTORS ARE EXPECTED TO TRACK WEATHER CONDITIONS AND FORECASTS ANDSTABILIZE SITES AS NEEDED TO PREVENT EROSION.EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION:1.ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES,ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OFCONSTRUCTION ACTIVITIES.2.ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE INSTALLED IMMEDIATELY FOLLOWINGESTABLISHMENT OF FINISHED GRADE AS SHOWN ON THESE PLANS.3.LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" SHALL BE IN PLACE OVER ALL EXPOSED SOILS ANDIMMEDIATELY AFTER GRADING IS COMPLETE.4.THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR TO THE STORM WATER SYSTEMFUNCTIONING AND SITE PAVING.5.INLET PROTECTION SHALL BE IN PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES.6.CONTRACTOR TO HAVE DESIGNATED AREA FOR CONTAINING ALL POLLUTANT GENERATING MATERIALS WITH ONSITESPILL PREVENTION MEAUSRES IN PLACE. IN THE EVENT OF A SPILL, IT IS TO BE IMMEDIATELY CLEANED UP. IN THEEVENT OF A SPILL OF A HAZARDOUS SUBSTANCE, THE REGISTRANT IS REQUIRED TO NOTIFY THE OREGON EMERGENCYRESPONSE SYSTEM AT (800) 452-0311 AS SOON AS THE REGISTRANT HAS KNOWLEDGE OF THE SPILL.7.PRIOR TO COMPLETION OF PROJECT, CONTRACTOR IS TO STABILIZE SITE UTILIZING MEASURES CONSISTENT WITH 2.2.21OF THE 1200-C PERMIT. IT WILL BE UP TO THE DISCRETION OF THE CONTRACTOR TO DETERMINE WHICH FINALSTABILIZATION METHODS WILL BE MOST RELEVANT TO THE PROPOSED SITE CONDITIONS.EC-1EC-2EC-2EC-2EC-2EC-5 1SILT FENCE DETAIL1"=1'42"MIN12" MINEMBED6"MIN RUN OFFFILTER FABRICATTACH SECURELYTO UPSTREAMSIDE OF POST1X3 WOOD STAKE4' MAX SPACING6"x6" TRENCH OVERFILLEDWITH COMPACTED SOIL2CONCRETE WASHOUT DETAIL1"=5'10' MIN.2"4"CONCRETEWASHOUT3'3'1/8" DIA.STEEL WIREPLYWOOD 48" X 24"PAINTED WHITEBLACK LETTERS6" HEIGHT0.5" LAG SCREWSWOOD POST3" X 3" X 8'THREE STRINGSTRAW BALESTACK 2 HIGH MIN.1/8" STEEL WIRE STAKE2 PER BALE10 MILPLASTICLINING10' MIN.3" X 3" WOOD STAKE4' LONG2 PER BALE10 MIL PLASTICLININGTHREE STRINGSTRAW BALESTACK 2 HIGH MIN.3" X 3" WOOD STAKE4' LONG2 PER BALE1/8" STEEL WIRE STAKE2 PER BALESIGN DETAILSIGN SHALL BE INSTALLED WITHIN30-FEET OF WASHOUTSTAPLE DETAILPLANSECTION3STABILIZED CONSTRUCTION ACCESS DETAIL1"=5'STREET SLOPE50'12' MIN20' MAXPUBLIC STREET 8" MIN THICK OF 3"-6" DRAIN ROCKCROWN OR SLOPE TO DRAINSEDIMENT BARRIER PER PLANJACKSON | MAIN ARCHITECTURE P.S. © 2022PROJECT NO.:PROJECT MGR.:DRAWN BY:CHECKED BY:PROGRESS SETNOT FOR CONSTRUCTION230286D. KEENEYE. PASSEYJ. MITCHELLUnnamedXANYITIME SELF STORAGE HIGH BANKS ROAD + 52ND STREET SPRINGFIELD, OREGON 97478 ANYTIME SELF STORAGE LLC 2538 NE DIVISION ST. BEND, OREGON 97703 DATE NO.DESCRIPTION 4/10/2023 4:20:37 PM F:\1. Projects\2022\22145 - Anytime SS - Springfield\2-Production\3-Drafting\1_Revit\Anytime SS_Springfield-R23.rvt Engineer of Record:PLAN REV IEW SETNOT FOR CONSTRUCT ION REGIST E R ED PROFESSIONALENGINEERSEP 14, 2021ECSP DETAILSC-2.1GRADING AND EROSION CONTROL NOTES:1.THE ENGINEER OF RECORD CAN PROVIDE ADDITIONAL BEST MANAGEMENT PRACTICES (BMP) FROM SECTION 9.4.3 IN THE CENTRAL OREGON STORMWATER MANUAL (COSM) THAT APPLY TO THE PROJECT.2.THE EROSION AND SEDIMENT CONTROL (ESC) PLAN MUST BE KEPT ONSITE AT ALL TIMES WHEN WORK IS OCCURRING.3.THE ESC MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTIONS PERIOD, THE MEASURES MUST BE UPGRADED AS NEEDED TO COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL EROSION ANDSEDIMENT CONTROL REGULATIONS.4.THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE FOLLOWED IN ORDER TO BEST MINIMIZE THE POTENTIAL FOR EROSION AND SEDIMENTATION CONTROL PROBLEMS:a.FENCE OR FLAG AREAS TO BE PROTECTED OR LEFT UNDISTURBED DURING CONSTRUCTIONb.INSTALL GRAVELED OR PAVED CONSTRUCTION ENTRANCES, EXITS, AND PARKING AREAS TO REDUCE THE TRACKING OF SEDIMENT ONTO PUBLIC AND PRIVATE ROADSc.CLEAR AND GRUB SUFFICIENTLY FOR INSTALLATION OF TEMPORARY ESC BMPSd.INSTALL TEMPORARY ESC BMPS, CONSTRUCTING SEDIMENT TRAPPING BMPS AS ONE OF THE FIRST STEPS PRIOR TO GRADINGe.CLEAR, GRUB AND GRADE INDIVIDUAL AND ROUGH GRADE FOR ROADS AND UTILITY LOCATIONSf.CLEAR, GRUB AND GRADE INDIVIDUAL LOTS OR GROUPS OF LOTSg.TEMPORARILY STABILIZE A LOT OR GROUPS OF LOTS, THROUGH RE-VEGETATION OR OTHER APPROPRIATE BMPS, WHERE SUBSTANTIAL CUT OR FILL SLOPES ARE RESULT OF SITE GRADINGh.CONSTRUCT ROADS, BUILDINGS, PERMANENT STROMWATER FACILITIES (I.E. INLETS, PONDS, UIC FACILITIES, ETC.)i.PROTECT ALL PERMANENT STORMWATER FACILITIES UTILIZING THE APPROPRIATE BMPSj.REMOVE TEMPORARY ESC CONTROLS WHEN PERMANENT STORMWATER FACILITIES HAVE BEEN INSTALLED, ALL LAND-DISTURBING ACTIVITIES HAVE CEASED, AND VEGETATION HAS BEEN ESTABLISHED IN THE AREAS NOTED ON THE ACCEPTED ESC PLAN(S)6.RETAIN THE DUFF LAYER, NATIVE TOPSOIL, AND NATURAL VEGETATION IN AN UNDISTURBED STATE TO THE MAXIMUM EXTENT AND DURATION PRACTICAL.7.INSPECT ALL ROADWAYS ADJACENT TO THE CONSTRUCTION ACCESS ROUTE AT THE END OF EACH DAY. SIGNIFICANT AMOUNTS OF SEDIMENT THAT LEAVES THE CONSTRUCTION SITE MUST BE CLEANED UP WITHIN 24 HOURS. VACUUMING OR DRY SWEEPING MUST BE USED TO CLEANUP RELEASED SEDIMENT AND SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS, DRAINAGE WAYS, OR WATER BODIES.8.COVER AND SECURE ALL DUMP TRUCK LOADS LEAVING THE CONSTRUCTION SITE TO MINIMIZE SPILLAGE ON ROADS.9.RESTORE CONSTRUCTION ACCESS ROUTE EQUAL TO OR BETTER THAN THE PRE-CONSTRUCTION CONDITION. CONTROL FUGITIVE DUST FROM CONSTRUCTION ACTIVITY.10.STABILIZE EXPOSED UNWORKED SOILS (INCLUDING STOCKPILES), WHETHER AT FINAL GRADE OR NOT, WITHIN 10 CALENDAR DAYS DURING THE REGIONAL DRY SEASON (JULY 1 THROUGH SEPTEMBER 30) AND WITHIN 5 CALENDAR DAYS DURING THE REGIONAL WET SEASON (OCTOBER 1THROUGH JUNE 30).11.PROTECT INLETS, DRYWELLS, CATCH BASINS AND OTHER STORMWATER MANAGEMENT FACILITIES FROM SEDIMENT, WHETHER OR NOT FACILITIES ARE OPERABLE.12.KEEP ROADS ADJACENT TO INLETS CLEAN.13.INSPECT INLETS WEEKLY AT A MINIMUM AND DAILY DURING STORM EVENTS. NO SEDIMENT FROM THIS PROJECT WILL BE ALLOWED TO ACCUMULATE IN PUBLIC STORMWATER FACILITIES.14.INSTALL SEDIMENT CONTROLS ALONG THE SITE PERIMETER ON ALL DOWN GRADIENT SIDES OF THE CONSTRUCTION SITE BEFORE COMMENCING EARTH DISTURBING ACTIVITIES.15.WHENEVER POSSIBLE, CONSTRUCT STORMWATER CONTROL FACILITIES (DETENTION/RETENTION STORAGE POND OR SWALES) BEFORE GRADING BEGINS. THESE FACILITIES SHOULD BE OPERATIONAL BEFORE THE CONSTRUCTION OR IMPERVIOUS SITE IMPROVEMENTS.16.STOCKPILE MATERIALS (SUCH AS TOPSOIL) ONSITE MUST BE KEPT OFF OF ROADWAY AND SIDEWALKS.17.COVER, CONTAIN AND PROTECT ALL CHEMICALS, LIQUID PRODUCTS, PETROLEUM PRODUCT, AND NON-INERT WASTES PRESENT ONSITE FROM VANDALISM. MAINTAIN A SUPPLY OF MATERIALS ON HAND TO ADDRESS AND CONTAIN SPILLS.18.LOCATE DESIGNATED VEHICLE AND EQUIPMENT SERVICE AREAS, FUEL, AND MATERIALS AWAY FROM DRAINAGE INLETS, WATER COURSES, AND CANALS. PROPERLY CONTAIN AREAS USING BERMS, SAND BAGS, OR OTHER BARRIERS.19.REGULARLY INSPECT AND MAINTAIN EQUIPMENT, ESPECIALLY FOR DAMAGED HOSES AND LEAKY GASKETS. CONDUCT MAINTENANCE AND REPAIR OF HEAVY EQUIPMENT AND VEHICLES (I.E. OIL CHANGES, FUEL TANK DRAIN DOWN, ETC) THAT MAY RESULT IN DISCHARGE OR SPILLAGEOF POLLUTANTS USING SPILL PREVENTION MEASURES, SUCH AS DRIP PANS. CLEAN ALL CONTAMINATED SURFACES IMMEDIATELY FOLLOWING ANY DISCHARGE OR SPILL INCIDENT, PERFORM REPAIRS ONSITE USING TEMPORARY PLASTIC OR OIL ABSORBING BLANKETS BENEATH THEVEHICLE.20.DESIGNATE AN AREA FOR CLEANING PAINTING EQUIPMENT AND TOOLS. NEVER CLEAN BRUSHES OR RINSE CONTAINERS INTO THE STREET, GUTTER, DRAINAGE INLET, OR WATERWAY.21.APPLY LANDSCAPING OR AGRICULTURAL CHEMICALS, INCLUDING FERTILIZERS AND PESTICIDES, IN SUCH A MANNER, AND AT APPLICATIONS RATES, THAT INHIBITS THE LOSS OF CHEMICALS INTO STORMWATER RUNOFF FACILITIES.22.INSPECT ON A REGULAR BASIS (AT A MINIMUM WEEKLY, AND DAILY DURING/AFTER A RUNOFF PRODUCING STORM EVENT) AND MAINTAIN ALL EROSION AND SEDIMENT CONTROL BMPS TO ENSURE SUCCESSFUL PERFORMANCE OF THE BMPS.23.REMOVE TEMPORARY ESC BMPS WITHIN 30 DAYS AFTER THE TEMPORARY BMPS ARE NO LONGER NEEDED. PERMANENTLY STABILIZE AREAS THAT ARE DISTURBED DURING THE REMOVAL PROCESS.24.KEEP SEDIMENT ON THE PROJECT SITE, TO THE MAXIMUM EXTENT PRACTICAL.25.CONTROL FUGITIVE DUST FROM CONSTRUCTION ACTIVITY. DUST CONTROL MUST BE CONTINUOUS, PARTICULARLY DURING THE DRY SEASON.26.DESIGNATE THE LOCATION OF A SLURRY PIT WHERE CONCRETE TRUCKS AND EQUIPMENT CAN BE WASHED OUT. SLURRY PITS ARE NOT TO BE LOCATED IN, OR UPSTREAM OF, A SWALE, DRAINAGE AREA, STORMWATER FACILITY, WATER BODY, OR IN AN AREA WHERE A STORMWATERFACILITY EXISTS OR IS PROPOSED. XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) )WWWWWWWWWWWWWWWWTTTTTTTTTTTTTTTTTOHPOHPOHPOHPOHPOHP) ) ) E 6'' FW 6'' FW OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOESDC D A ESMSD SMSMSMSMSDSDSD SD SDSD SD SD SDSD SDSDSDSDSDSDSD SD S19°33'34"WL: 29.95'S76°47'47"EL: 71.75'S74°19'35"EL: 379.26'S17°48'55"WL: 34.02'L:20.32', R:190.98'L:41.60', R:190.98'L:40.84', R:190.98'L:58.24', R:190.98'N66°04'26"WL: 163.00'N89°00'29"WL: 284.81'N73°07'10"WL: 497.16'L:203.32', R:5699.58'XXE DC D A 0303060HORIZONTAL SCALE: 1" = 30' SITE CONSTRUCTION NOTES:CONSTRUCT AC PAVEMENT PER DETAIL 1, SHEET C-5.1.CONSTRUCT PARKING (7 STALLS). SEE ARCHITECTURAL PLANS FOR STRIPINGDETAILS.INSTALL FENCE. SEE ARCHITECTURAL PLANS FOR DETAILS.INSTALL ACCESS GATE. SEE ARCHITECTURAL PLANS FOR DETAILS.CONSTRUCT ADA PARKING STALL AND ACCESS AISLE PER DETAILS FROM THEOREGON TRANSPORTATION COMMISSION, SHEETS C-5.0 & C-5.1.INSTALL LANDSCAPING. SEE LANDSCAPE PLANS FOR DETAILS.NOT USED.INSTALL 8 WHEEL STOPS PER DETAIL 1 ON C-5.0.INSTALL BOLLARD (28 TYP.) PER SPRINGFIELD UTILITY BOARD STANDARDS ANDSPECIFICATIONS, DETAIL W 1.15.CONSTRUCT CONCRETE WALKWAY PER DETAIL 2, SHEET C-5.1.CONSTRUCT CATCH BASIN WITH BLIND SUMP IN COVERED TRASH ENCLOSURE. SEEARCHITECTURAL PLANS FOR DETAILS.INSTALL BIKE RACK. SEE ARCHITECTURAL PLANS FOR TYPE AND NUMBER OF BIKESPACES.INSTALL STREET TREE. TREE SPECIES AND SPACING PER CITY OF SPRINGFIELDSTANDARDS AND SPECIFICATIONS. SEE LANDSCAPE PLANS FOR DETAILS.12345678910111213CIVIL SITE & UTILITY PLAN LEGENDPROPERTY LINEEXISTING EASEMENTSETBACKCENTERLINEBUILDINGCONCRETEEXISTING 100 -YEAR FLOOD PLAINAC PAVEMENTEXISTING AC PAVEMENTSTRUCTURAL WALLPARKING STRIPINGUNDERGROUND POWER LINE4" SANITARY SEWER SERVICE6" FIRE WATER LINE1" WATER SERVICE4" FIRE SPRINKLER LINE (CONFIRM SIZE)FIRE HYDRANTREDUCED PRESSURE BACKFLOW ASSEMBLYJACKSON | MAIN ARCHITECTURE P.S. © 2022PROJECT NO.:PROJECT MGR.:DRAWN BY:CHECKED BY:PROGRESS SETNOT FOR CONSTRUCTION230286D. KEENEYE. PASSEYJ. MITCHELLUnnamedXANYITIME SELF STORAGE HIGH BANKS ROAD + 52ND STREET SPRINGFIELD, OREGON 97478 ANYTIME SELF STORAGE LLC 2538 NE DIVISION ST. BEND, OREGON 97703 DATE NO.DESCRIPTION 4/10/2023 4:20:37 PM F:\1. Projects\2022\22145 - Anytime SS - Springfield\2-Production\3-Drafting\1_Revit\Anytime SS_Springfield-R23.rvt Engineer of Record:PLAN REV IEW SETNOT FOR CONSTRUCT ION REGIST E R ED PROFESSIONALENGINEERSEP 14, 2021CIVIL SITE &UTILITY PLANC-3.01111225333431111NGENERAL NOTES:ALL EXISTING UTILITIES SHOWN ARE BASED ON THE BEST KNOWLEDGE AVAILABLE.CONTRACTOR TO POTHOLE ALL POINTS OF CONNECTION AND VERIFY ALL CLEARANCES.MATERIAL DEPTH AND LOCATION SHALL BE IDENTIFIED BY CONTRACTOR. IF THERE ARE ANYDIFFERENCES FROM PLAN WITH ANY OF THESE ITEMS, ENGINEER OF RECORD SHALL BENOTIFIED IMMEDIATELY.SEE ARCHITECTURAL AND STRUCTURAL PLANS FOR FURTHER DETAILS.*NO PARKING WILL BE PERMITTED IN THE DRIVE AISLES. UNLOADING IS PERMITTED. NOUNATTENDED VEHICLES.POWER CONSTRUCTION NOTES:INSTALL UNDERGROUND POWER SERVICE PER SPRINGFIELD UTILITY BOARD STANDARDS ANDSPECIFICATIONS.POWER METERS PER MECHANICAL PLANS. SEE MECHANICAL PLANS FOR POINT OF CONNECTIONAT BUILDING.P1P2SANITARY SEWER CONSTRUCTION NOTES:INSTALL 4" GRAVITY SEWER SERVICE AND CLEANOUT PER 2023 OREGON PLUMBING SPECIALITYCODE.SEWER POINT OF CONNECTION AT BUILDING. SEE MECHANICAL AND PLUMBING PLANS.SS1SS2WATER CONSTRUCTION NOTES:FIRE SPRINKLER SERVICE POINT OF CONNECTION AT BUILDING. SEE PLUMBING AND MECHANICALPLANS FOR DETAILS.INSTALL 6" FIRE HYDRANT LINE PER 2023 OREGON PLUMBING SPECIALITY CODE..INSTALL FIRE HYDRANT AND BOLLARDS PER SPRINGFIELD UTILITY BOARD STANDARDS ANDSPECIFICATIONS, DETAILS W1.14 AND W1.15.INSTALL 1" RPBA (REDUCED PRESSURE BACKFLOW ASSEMBLY) PER SPRINGFIELD UTILITY BOARDAND 2023 OREGON PLUMBING SPECIALITY CODE.WATER SERVICE POINT OF CONNECTION AT BUILDING. SEE PLUMBING AND MECHANICAL PLANSFOR DETAILS.INSTALL FIRE SPRINKLER SERVICE PER 2023 OREGON PLUMBING SPECIALITY CODE.INSTALL TWO 45° BENDS PER 2023 OREGON PLUMBING SPECIALITY CODE.INSTALL 1" COMMERCIAL WATER SERVICE LINE PER 2023 OREGON PLUMBING SPECIALITY CODE.W1W2W3W4W5W6W7W81'' W1'' W6'' FW6'' FWTAXLOT 1702280000600DEED R2444/9857250NOT IN PROJECTTAXLOT 17022800002500DEED R289D/51679NOT IN PROJECTPROJECT PROPERTYTAXLOT17022800009012.47 ACRESTAXLOT 1702280000500DEED R2444/9857249NOT IN PROJECTTAXLOT 1702280000500DEED R2444/9857249NOT IN PROJECTPROJECT PROPERTY LINEPROJECT PROPERTY LINEPROJECT PROPERTY LINEPRO J E C T PRO P E R T Y L I N E PROJECT PROPERTY LINEPROJECTPROPERTYLINEHIGH BANKS ROADLOCAL ROAD20.00 '22.00'22.00'22.00'22.00'20.00'PROPOSEDSTORAGE UNITS6,937 SFPROPOSEDSTORAGE UNITS13,479 SFPROPOSEDSTORAGE UNITS11,902 SFPROPOSEDSTORAGE UNITS9,800 SFPROPOSEDSTORAGE UNITS9,330 SFPROPOSEDSTORAGE UNITS 2,617 SFPROPOSEDOFFICEBUILDING895 SF20.00' 20.00 ' 9.00'18.00'666666SS2W4W5P2SS120.00' EXISTING ROW DEDICATION5.00' SETBACK 5.00' S E T B A C K 5.00' SETBACK 5.00'SETBACK10.0 0 ' F R O N T S E T B A C K 18.00'9.00'4'' SS4'' SS10.00' FRONT SETBACK 34~70. 0 0 R O W ~100 . 0 0 R O W4'' FW4'' FWW2W3W7E333499911101UTILITY CONNECTIONS1"=10'2W1PROPOSED OFFICEBUILDING895 SF127.00' 9.00'18.00'884.50'8±10LF±121LF9R30.00'12OFF SITE IMPROVEMENTS SHOWN FOR REFERENCE ONLY,TO BE CONSTRUCTED UNDER SEPARATE PERMIT66696W8W6P1 4'' FW 4'' FW 4'' FW 4'' FW SDOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOESMSD SMSMSMSDSDSDSMSDSD SD SD SDSDSDSDSDSD SDSDSDSD6'' W ) )))) ) ) ) ) ) ) ) ) ) ) )WWWWWWWWWWWWWWWWTTTTTTTTTTTTTTTTT495492493494496490490491491492493492493494494 494496496495 496.46 FS496.46 FS496.44 FS496.46 FS496.46 FS496.46 FS496.46 FS496.19 FS496.19 FS496.46 FS496.46 FS496.46 FS496.46 FS2.00%2.00%2.01%2.00%2.00%2.00%2.00%2.01%2.00%2.00%2.00%2.00%2.00%2.00%2.00%496.46 FS496.37 FS496.26 FS495.96 RIM496.26 FS496.46 FS496.21 FS495.96 RIM496.23 FS496.46 FS496.33 FS496.46 FS496.46 FFE496.39 FS496.43 FS496.26 RIM496.46 FS496.46 FS496.46 FS496.46 FS496.46 FS2.20% 2.20% 2.20%496.46 FS496.46 FS496.46 FS496.46 FS496.46 FS496.46 FS496.46 FFE496.46 FFE496.46 FFE496.46 FS496.46 FS496.24 RIM496.24 RIM496.24 RIM496.24 RIM496.24 RIM496.24 RIM0.91%2.00%2.06%496.43 FS496.46 FS496.46 FS496.38 FS496.46 FS496.46 FS496.46 FS496.26 FS496.27 FS496.46 FS496.46 FS495.96 RIM496.46 FS496.46 FS496.46 FS496.46 FS496.46 FS496.46 FS496.46 FS496.46 FS496.34 FS495494496495493494496496.46 FS496.46 FS490.87 IE IN/OUT494.31 RIM490.87 IE IN/OUT490.87 IE IN/OUT490.87 IE IN/OUT490.87 IE IN/OUT494.41 IE IN494.41 IE IN494.45 IE OUT494.44 IE OUT494.78 IE INEEE OEOEOEOESDCDA EESDSDSDSDSDSD SDSDSDSDSDSD SD SD SD S 1'' W ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) )WWWWWWWWWTTTTTTTTTOHPOHPOHPOHPOHPOHPOHPOHPOHP) ) ) )4954934944964964954924934944954924934944954961.99%2.00%2.00%2.00%2.00%0.69%496.00 FS495.87 RIM496.26 FS496.46 FS496.46 FS496.46 FS496.46 FS496.37 FS496.46 FS496.21 RIM496.37 FS496.03 FS495.93 RIM496.03 FS496.21 FS496.23 FS496.46 FS496.41 FS496.41 FS496.46 FS496.14 FS496.14 FS496.41 FS496.41 FS496.46 FS496.46 FS2.20%496.46 FS496.46 FS496.46 FS496.46 FS496.46 FS496.46 FFE496.46 FFE496.46 FFE0.50%1.14%1.38%1.01%496.24 RIM496.46 FS496.24 RIM496.46 FS496.46 FS496.46 FS496.46 FS496.46 FS496.46 FS496.46 FS496.46 FS496.46 FS496.40 FS493.20 IE OUT492.18 IE IN494.62 IE IN492.18 IE OUT495.93 IE IN/OUT492.18 IE IN0202040HORIZONTAL SCALE: 1" = 20' STORM DRAIN CONSTRUCTION NOTES:CONSTRUCT STORMWATER FILTRATION PLANTER WITH IMPERMEABLE LINER PER CITY OFEUGENE TYPICAL DETAIL ON C-5.2.INSTALL 6" D3034 PVC STORM PIPE PER 2023 OREGON PLUMBING SPECIALTY CODE. SEE PLANSFOR DETAILS.INSTALL ADS STORMTECH CHAMBERS SC-740 (TYP. 84). SEE DETAIL SHEET C-5.2INSTALL NDS DURASLOPE TRENCH DRAIN, GRATE, AND CATCH BASIN PER DETAIL 3, C-5.1.INSTALL STORMWATER MANHOLE WITH SLOTTED LID, SEE DETAIL X, SHEET C-?.SD1SD2SD3SD4SD5GENERAL NOTES:ALL STORMWATER SHALL REMAIN ONSITE, COLLECTED AND INFILTRATEDIN CHAMBERS AS SHOWN. ALL GRADING SHOWN IS TENTATIVE ANDSUBJECT TO CHANGE. CATCH SLOPES SHALL NOT EXCEED 2:1.SDSD GRADING AND DRAINAGE LEGENDPROJECT PROPERTY LINEADJACENT PROPERTY LINESETBACKCONCRETE SIDEWALKEXISTING CONCRETE SIDEWALKAC PAVEMENTEXISTING AC PAVEMENTEXISTING FLOOD PLAINFILTRATION PLANTER WALLSTORM DRAIN LINEGRADE BREAKSTORMTECH CHAMBERFILTRATION PLANTERNDS DURASLOPE TRENCH DRAINSTORM MANHOLE WITH SLOTTED LIDDRAINAGE BASINEXISTING MAJOR CONTOUR (5' INTERVAL)EXISTING MINOR CONTOUR (1' INTERVAL)PROPOSED MAJOR CONTOUR (5' INTERVAL)PROPOSED MINOR CONTOUR (1' INTERVAL)JACKSON | MAIN ARCHITECTURE P.S. © 2022PROJECT NO.:PROJECT MGR.:DRAWN BY:CHECKED BY:PROGRESS SETNOT FOR CONSTRUCTION230286D. KEENEYE. PASSEYJ. MITCHELLUnnamedXANYITIME SELF STORAGE HIGH BANKS ROAD + 52ND STREET SPRINGFIELD, OREGON 97478 ANYTIME SELF STORAGE LLC 2538 NE DIVISION ST. BEND, OREGON 97703 DATE NO.DESCRIPTION 4/10/2023 4:20:37 PM F:\1. Projects\2022\22145 - Anytime SS - Springfield\2-Production\3-Drafting\1_Revit\Anytime SS_Springfield-R23.rvt Engineer of Record:PLAN REV IEW SETNOT FOR CONSTRUCT ION REGIST E R ED PROFESSIONALENGINEERSEP 14, 2021C-4.0GRADING & DRAINAGEPLANNTAXLOT 1702280000600DEED R2444/9857250NOT IN PROJECTTAXLOT 17022800002500DEED R289D/51679NOT IN PROJECTTAXLOT 1702280000500DEED R2444/9857249NOT IN PROJECTTAXLOT 1702280000500DEED R2444/9857249NOT IN PROJECTPROJECT PROPERTY LINEPROJECT PROPERTY LINEPROJECT PROPERTY LINEPROJECT PROPERTY LINE PROJECT PROPERTY LINEPROJECTPROPERTYLINEHIGH BANKS ROADLOCAL ROADSD2SD3SD4SD13690369136753676PROPOSEDSTORAGE UNITSPROPOSEDSTORAGE UNITSPROPOSEDSTORAGE UNITSPROPOSEDSTORAGE UNITSSD4SD4SD4SD4SD4SD5SD5SD5SEE SHEET BELOW FOR CONTINUATION SEE SHEET ABOVE FOR CONTINUATION PROPOSEDSTORAGE UNITSPROPOSEDSTORAGE UNITSPROPOSEDSTORAGE UNITSSMSD4SD5SD5SD5SD5SD4490.87 IESD2SD2SD2SD2SD2SD2SD2SD2SD2SD2SD2SD2SD2SD3490.87 IESD3490.87 IESD2SD3490.87 IESD3490.87 IESD3490.87 IESD2SD3490.87 IESD1SD1SD5 E 4'' F W 4'' F W OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOESDC D A ESMSD SMSMSMSMSDSDSD SD SDSD SD SD SDSD SDSDSDSDSDSDSD SD ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) )WWWWWWWWWWWWWWWWWTTTTTTTTTTTTTTTTTTOHPOHPOHPOHPOHPOHP) ) ) ) ) )495492493494496495493494496496495490490491491492493492493494494 49249349 4 494495492493494495496496496495GENERAL NOTES:ALL STORMWATER SHALL REMAIN ONSITE, COLLECTED AND INFILTRATED INCHAMBERS AS SHOWN. ALL GRADING SHOWN IS TENTATIVE AND SUBJECT TOCHANGE. CATCH SLOPES SHALL NOT EXCEED 2:1.DRAINAGE CALCULATIONS:JACKSON | MAIN ARCHITECTURE P.S. © 2022PROJECT NO.:PROJECT MGR.:DRAWN BY:CHECKED BY:PROGRESS SETNOT FOR CONSTRUCTION230286D. KEENEYE. PASSEYJ. MITCHELLUnnamedXANYITIME SELF STORAGE HIGH BANKS ROAD + 52ND STREET SPRINGFIELD, OREGON 97478 ANYTIME SELF STORAGE LLC 2538 NE DIVISION ST. BEND, OREGON 97703 DATE NO.DESCRIPTION 4/10/2023 4:20:37 PM F:\1. Projects\2022\22145 - Anytime SS - Springfield\2-Production\3-Drafting\1_Revit\Anytime SS_Springfield-R23.rvt Engineer of Record:PLAN REV IEW SETNOT FOR CONSTRUCT ION REGIST E R ED PROFESSIONALENGINEERSEP 14, 20210303060HORIZONTAL SCALE: 1" = 30' C-4.1DRAINAGE OVERVIEWPLANNTAXLOT 1702280000600DEED R2444/9857250NOT IN PROJECTTAXLOT 17022800002500DEED R289D/51679NOT IN PROJECTTAXLOT 1702280000500DEED R2444/9857249NOT IN PROJECTTAXLOT 1702280000500DEED R2444/9857249NOT IN PROJECTPROJECT PROPERTY LINEPROJECT PROPERTY LINEPROJECT PROPERTY LINEPRO J E C T PRO P E R T Y L I N E PROJECT PROPERTY LINEPROJECTPROPERTYLINEHIGH BANKS ROADLOCAL ROAD36.34' E X I S T I N G R O W D E D I C A T I O NDA-1SDSD GRADING AND DRAINAGE LEGENDPROJECT PROPERTY LINEADJACENT PROPERTY LINESETBACKCONCRETE SIDEWALKEXISTING CONCRETE SIDEWALKAC PAVEMENTEXISTING AC PAVEMENTEXISTING FLOOD PLAINFILTRATION PLANTER WALLSTORM DRAIN LINEGRADE BREAKSTORMTECH CHAMBERFILTRATION PLANTERNDS DURASLOPE TRENCH DRAINSTORM MANHOLE WITH SLOTTED LIDDRAINAGE BASINEXISTING MAJOR CONTOUR (5' INTERVAL)EXISTING MINOR CONTOUR (1' INTERVAL)PROPOSED MAJOR CONTOUR (5' INTERVAL)PROPOSED MINOR CONTOUR (1' INTERVAL)3690369136753676SMPROPOSEDSTORAGE UNITSPROPOSEDSTORAGE UNITSPROPOSEDSTORAGE UNITSPROPOSEDSTORAGE UNITSPROPOSEDSTORAGE UNITSPROPOSEDSTORAGE UNITSOFFICE JACKSON | MAIN ARCHITECTURE P.S. © 2022PROJECT NO.:PROJECT MGR.:DRAWN BY:CHECKED BY:PROGRESS SETNOT FOR CONSTRUCTION230286D. KEENEYE. PASSEYJ. MITCHELLUnnamedXANYITIME SELF STORAGE HIGH BANKS ROAD + 52ND STREET SPRINGFIELD, OREGON 97478 ANYTIME SELF STORAGE LLC 2538 NE DIVISION ST. BEND, OREGON 97703 DATE NO.DESCRIPTION 4/10/2023 4:20:37 PM F:\1. Projects\2022\22145 - Anytime SS - Springfield\2-Production\3-Drafting\1_Revit\Anytime SS_Springfield-R23.rvt Engineer of Record:PLAN REV IEW SETNOT FOR CONSTRUCT ION REGIST E R ED PROFESSIONALENGINEERSEP 14, 2021C-5.0DETAILS SHEET2'1PRECAST CONCRETE WHEEL STOPNTS JACKSON | MAIN ARCHITECTURE P.S. © 2022PROJECT NO.:PROJECT MGR.:DRAWN BY:CHECKED BY:PROGRESS SETNOT FOR CONSTRUCTION230286D. KEENEYE. PASSEYJ. MITCHELLUnnamedXANYITIME SELF STORAGE HIGH BANKS ROAD + 52ND STREET SPRINGFIELD, OREGON 97478 ANYTIME SELF STORAGE LLC 2538 NE DIVISION ST. BEND, OREGON 97703 DATE NO.DESCRIPTION 4/10/2023 4:20:37 PM F:\1. Projects\2022\22145 - Anytime SS - Springfield\2-Production\3-Drafting\1_Revit\Anytime SS_Springfield-R23.rvt Engineer of Record:PLAN REV IEW SETNOT FOR CONSTRUCT ION REGIST E R ED PROFESSIONALENGINEERSEP 14, 2021C-5.1DETAILS SHEET2CONCRETE WALKWAY SECTIONNTS4" CONCRETE PAVEMENT4" 3/4"-0 AGGREGATE BASECOMPACT TO 95% MAX DENSITYCOMPACT NATIVE SOIL TOMIN 95% MAX DENSITY3NDS DURA SLOPE TRENCH DRAIN DETAILNTS1TYPICAL ASPHALT SECTIONNTS4" AC PAVEMENT DENSE-GRADEDHMAC COMPACTED TO 91%APAO LEVEL III (LOW MODERATE)UP TO 100,000 LBS10" CRUSHED AGGREGATEBASE COMPACTED TO 95%SUBGRADE PER CARLSONGEOTECHNICAL REPORT G2305919(DATED JUNE 21,2023) JACKSON | MAIN ARCHITECTURE P.S. © 2022PROJECT NO.:PROJECT MGR.:DRAWN BY:CHECKED BY:PROGRESS SETNOT FOR CONSTRUCTION230286D. KEENEYE. PASSEYJ. MITCHELLUnnamedXANYITIME SELF STORAGE HIGH BANKS ROAD + 52ND STREET SPRINGFIELD, OREGON 97478 ANYTIME SELF STORAGE LLC 2538 NE DIVISION ST. BEND, OREGON 97703 DATE NO.DESCRIPTION 4/10/2023 4:20:37 PM F:\1. Projects\2022\22145 - Anytime SS - Springfield\2-Production\3-Drafting\1_Revit\Anytime SS_Springfield-R23.rvt Engineer of Record:PLAN REV IEW SETNOT FOR CONSTRUCT ION REGIST E R ED PROFESSIONALENGINEERSEP 14, 2021C-5.2DETAILS SHEET E 6'' W 6'' W 6'' W OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEFW DC D A SMSMSMSMSMS ALL STREET TREESSHALL BE INSTALLEDWITH ROOT GUARDSALL STREET TREESSHALL BE INSTALLEDWITH ROOT GUARDSALL STREET TREESSHALL BE INSTALLEDWITH ROOT GUARDS375 s.f. (SEE CIVIL)921 s.f. (SEE CIVIL)248 s.f. (SEE CIVIL)BUILDINGAOFFICEBUILDINGBBUILDINGCBUILDINGDBUILDINGEBUILDINGFFILTRATIONPLANTER - AREA CSEE DETAIL FORPLANTINGFILTRATIONPLANTER - AREA BSEE DETAIL FORPLANTINGFILTRATIONPLANTER - AREA ASEE DETAIL FORPLANTINGSITETRIANGLESITETRIANGLEPLANT 'D'520PLANT 'B'280PLANT 'A'200PLANT 'A'200PLANT 'C'400LPLPLPLPLPLPPLANT 'B'280PLANT 'D'280VEGETATED SWALESEE CIVIL PLANSFOR DETAILSPLANT 'D'280VEGETATED SWALESEE CIVIL PLANSFOR DETAILSPLANT 'A'600PLANT 'B'560PLANT 'B'520PLANT 'A'240VEGETATED SWALESEE CIVIL PLANSFOR DETAILSPLANT 'D'320PLANT 'C'280PLANT 'D'280PLANT 'C'320PLANT 'B'400PLANT 'C'320PLANT 'B'480PLANT 'D'240PLANT 'C'280PLANT 'A'200PLANT 'A'2006'' W 6'' W 6'' W 6'' W OEOEOEOEOEOEOEOEOEBUILDINGDPLANT 'D'124PLANT 'B'124OEOEOEOEBUILDINGCPLANT 'D'75PLANT 'B'75PLANT 'C'75PLANT 'D'75PLANT 'D'75BUILDINGABUILDINGBPLANT 'C'133PLANT 'D'98PLANT 'D'196PLANT 'D'168PLANT 'A'98PLANT 'B'84PLANT 'A'144JACKSON | MAIN ARCHITECTURE P.S. © 2022PROJECT NO.:PROJECT MGR.:DRAWN BY:CHECKED BY:-RWSTRWANYITIME SELF STORAGE HIGH BANK ROAD + 52ND STREET SPRINGFIELD, OREGON 97478 ANYTIME SELF STORAGE LLC 2538 NE DIVISION ST. BEND, OREGON 97703 DATE NO.DESCRIPTIONKnow what'sbelow.before you dig.CallR311 FIRST AVENUE SOUTHSEATTLE, WA 98104t 206.324.4800WWW.JACKSONMAIN.COMJACKSON | MAINA R C H I T E C T U R E02/14/2024 1 FILTRATION PLANTER / VEGETATED SWALE ADDITIONS PLANT PALETTE - ON SITESYMBOLBOTANICAL / COMMON PLANT NAMESIZEQTYREMARKSTREESFRAXINUS LATIFOLIA / OREGON ASH2" CAL22(D) B&B - STREET TREESGLEDITSIA TRIACANTHOS 'INERMIS' / THORNLESS HONEY LOCUST2" CAL16(D) B&BPINUS NIGRA / AUSTRIAN BLACK PINE6' HT16(E) B&BSYMBOLBOTANICAL / COMMON PLANT NAMESIZEQTYREMARKSSHRUBSARBUTUS UNEDO / STRAWBERRY TREE5 GAL9(E) CONTAINERCALAMAGROSTIC 'KARL FOERSTER' / FEATHER REED GRASS1 GAL96(E) CONTAINERCORNUS SERVICEA 'FARROW' / ARTIC FIRE DOGWOOD5 GAL44(E) CONTAINERCORNUS STOLONIFERA / RED OSIER DOGWOOD2 GAL13(D) CONTAINERPRUNUS LAUROCERASUS 'OTTO LUYKEN' / OTTO LUYKEN LAUREL5 GAL9(E) CONTAINERTHUJA OCCIDENTALIS ' YELLOW RIBBON ' / ARBORVITEA5 GAL105(E) CONTAINERSYMBOLBOTANICAL / COMMON PLANT NAMESIZEQTYREMARKSGROUNDCOVERS /GRASSES / VINESARCTOSTAPHYLOS UVA-URSI 'MASSACHUSETTS' / KINNI KINNICK4" POTS3485 s.f.(1,780 plants)(E) CONTAINER, PLANT @ 18" O.C.COTONEASTER DAMMERI / BEARBERRY COTONEASTER1 GAL5,950 s.f.(1,130 plants)( E ) CONTAINER, PLANT @ 30" O.C.PRUNUS LAUROCERASUS 'MOUNT VERNON' / M.V LAUREL1 GAL900 s.f.(260 plants)(E) CONTAINER, PLANT @ 24" O.C.NOTES:(E): EVERGREEN(D): DECIDUOUS(P): PERRENIALB&B: BALLED AND BURLAPDBH DIAMETER AT BREAST HEIGHTPLANT QUANTITIES ARE FOR CONTRACTOR CONVENIENCE ONLY.CONTRACTOR SHALL VERIFY ALL PLANT QUANTITIES PRIOR TOSUBMITTING BID.ALL SPECIFIED PLANTS SHALL FOLLOW THE STANDARDS ESTABLISHEDBY THE AMERICAN STANDARD FOR NURSERY STOCK, ANSI Z60.1-2014UPDATED AND SHALL BE GRADE #1 IN ALL RESPECTS.*INDICATES NATIVE PLANT** PLANTING PLAN L1.1PLANTING PLAN \ PLANT PALATTEFILTRATION PLANTER - AREA A PLANT PALETTE - FILTRATION PLANTERS & VEGETATED SWALESYMBOLBOTANICAL / COMMON PLANT NAMESIZEQTYREMARKSGROUNDCOVERS /GRASSES / VINESCAREX STIPATA / SAWBEAK SEDGE1 GAL1920 s.f.(1920 plants)(E) PLANT @ 12" O.C.CORNUS STOLONIFERA 'KELSEYI' / DWARF DOGWOOD1 GAL2840 s.f.(2840 plants)(D) PLANT @ 12" O.C.LUPINUS POLYPHYLLUS / LARGE LUPINE1 GAL1924 s.f.(1924 plants)(D) PLANT @ 12" O.C.POLYSTICHUM MUNITUM / SWORD FERN1 GAL2740 s.f.(2740 plants)(E) PLANT @ 12" O.C.*INDICATES NATIVE PLANT******ABCDNOTES:1. ALL PLANT SPACING - QUANTITIES - SPECI COMPLY WITH THE CITY OF EUGENE, OREGON SWMM - APPENDIX F & APPENDIX 6B AND [PLANTING OPTIONS, APPENDIX 'D'2. FILTRATION PLANTERS COMPLY WITH CITY OF EUGENE, OREGON TYPICAL DETAILS LINE ITEM #9 VEGETATION : 100 GROUND COVERS / 100 SQ.FT. OF FACILTY AREA(S) MINIMUM 1 GAL. PLANT SIZE.FILTRATION PLANTERS TOTAL S.F = 1,544GROUND COVER REQUIRED = 1,544 UNITSGROUND COVER PROVIDED = 1,544 UNITS3. VEGETATED SWALE COMPLYS WITH CITY OF EUGENE, OREGON TYPICAL DETAILS LINE ITEM #9 VEGETATION : 100 GROUND COVERS / 100 SQ.FT. OF FACILTY AREA(S) MINIMUM 1 GAL. PLANT SIZE.VEGETATED SWALE TOTAL S.F = 7,880GROUND COVER REQUIRED = 7,880 UNITSGROUND COVER PROVIDED = 7,880 UNITS921 S.F.FILTRATION PLANTER - AREA B375 S.F.FILTRATION PLANTER - AREA C248 S.F.NOTE:FILTRATION PLANTERS AREAS ARECALCULATED AS INSIDE DIMENSIONS OFTHE FILTRATION PLANTER STRUCTURENOTE:BIO-SWALE 8' WIDE x 985 L.F. = 7,880 S.F. 4'-0"3/4" BLACK RUBBER GARDENHOSE- 2 REQUIRED.2" MIN. VARIES6"12"SINGLE STRAND 12 GUAGEGUY WIRE THROUGH HOSEAND PRE-DRILLED WOODSTAKE. TWIST TO TIGHTEN.2x2 DOUG FIR TREE STAKESORIENT NORTH AND SOUTH.PLANTING SOIL, SEE SPECS.SPECIFIED TOPSOIL AND/ORBARK MULCH. SEE SPECS.TURN DOWN TOP 1/3 OFBURLAP AROUND ROOT BALL1/2 HEIGHT OF TREE 3/4" BLACK RUBBERGARDEN HOSE2 REQUIRED.2-1/2" MIN. VARIES6"12"SINGLE STRAND12 GAUGE GALVANIZEDGUY WIRE THROUGH HOSEAND PRE-DRILLED WOODSTAKE. TWIST TO TIGHTEN.2x2 DOUG FIRTREE STAKES.IMPORTED PLANTINGSOIL SEE SPECS.TURN DOWN TOP 1/3 OFBURLAP AROUND ROOT BALLHEIGHT OF TREE NOTE: TREE HEIGHT# OF STAKES 5'-6"2- NORTH AND SOUTH 7'-10"3- TRIANGLE SPACING 10' +GUY TO DEAD MAN STEAKSMIN. 2 TIMES DIA.OF ROOT BALL2 TIMES CONTAINER DIAMETER1-1/2 TIMES CONTAINER DEPTH 4" BERMFINISH GRADEBACKFILL MIXPUDDLE AND SETTLEBACKFILL MIXAS PER PLANTL E G E N D AS PER PLANTLEGENDJACKSON | MAIN ARCHITECTURE P.S. © 2022PROJECT NO.:PROJECT MGR.:DRAWN BY:CHECKED BY:-RWSTRWANYITIME SELF STORAGE HIGH BANK ROAD + 52ND STREET SPRINGFIELD, OREGON 97478 ANYTIME SELF STORAGE LLC 2538 NE DIVISION ST. BEND, OREGON 97703 DATE NO.DESCRIPTIONKnow what'sbelow.before you dig.CallR311 FIRST AVENUE SOUTHSEATTLE, WA 98104t 206.324.4800WWW.JACKSONMAIN.COMJACKSON | MAINA R C H I T E C T U R E02/14/2024 1 FILTRATION PLANTER / VEGETATED SWALE ADDITIONS PLANTING DETAILS L1.2PLANTING DETAILS / PHOTO MONTAGETYPICAL PLANTING DETAILS1L1.2SCALE: NTSGROUND COVER / SHRUB SPACING DETAILSCALE: NTSSHRUB PLANTING DETAILSCALE: NTSDECIDUOUS TREE STAKING DETAILSCALE: NTSCONIFERUOUS TREE STAKING DETAILTREESFRAXINUS LATIFOLIA /OREGON ASHSHRUBSGROUND COVER*CALAMAGROSTIC 'KARL FOERSTER' /FEATHER REED GRASSCORNUS SERVICEA 'FARROW' /ARTIC FIRE DOGWOOD*COTONEASTER DAMMERI /BEARBERRY COTONEASTERPRUNUS LAUROCERASUS 'MOUNT VERNON' /M.V.LAURELGLEDITSIA TRIACANTHOS 'INERMIS' /THORNLESS HONEY LOCUST*INDICATES NATIVE PLANTTHUJA OCCIDENTALIS'YELLOW RIBBON' / ARBORVITEAPINUS NIGRA /AUSTRIAN BLACK PINE*ARBUTUS UNEDO /STRAWBERRY TREEPRUNUS LAUROCERASUS 'OTTO LUYKEN' /OTTO LUYKEN LAUREL*INDICATES NATIVE PLANT*INDICATES NATIVE PLANTALL STREET TREES SHALL BE INSTALLED WITH ROOT GUARDSVEGETATED SWALE / FILTRATION PLANTERTREESACER CIRCINATUM /VINE MAPLE**INDICATES NATIVE PLANTGROUND COVER / GRASSESCAREX STIPATA /SAWBEAK SEDGECORNUS STOLONIFERA 'KELSEYI' /DWARF DOGWOODLUPINUS POLYPHYLLUS /LARGE LUPINEPOLYSTICHUM MUNITUM /SWORD FERNARCTOSTAPHYLOS UVA-URSI 'MASSACHUSETTS' /KINNI KINNICKPLANTING ON SITE******CORNUS STOLONIFERA /RED OSIER DOGWOOD E 6'' W 6'' W 6'' W OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEFW DC D A SMSMSMSMSMSBUILDINGAOFFICE BUILDINGBBUILDINGCBUILDINGDBUILDINGEBUILDINGFRRRRRRRRRRRRRRRRSSSSSSSSSSSSSSSSSSSSSSSSSSSSSDCVDCV JACKSON | MAIN ARCHITECTURE P.S. © 2022PROJECT NO.:PROJECT MGR.:DRAWN BY:CHECKED BY:ANYITIME SELF STORAGE HIGH BANK ROAD + 52ND STREET SPRINGFIELD, OREGON 97478 ANYTIME SELF STORAGE LLC 2538 NE DIVISION ST. BEND, OREGON 97703 DATE NO.DESCRIPTION RICHARD WARD ASSOCIATES 40 LAKE BELLEVUE DRIVE, SUITE #350 BELLEVUE, WASHINGTON 98005 RWA LANDSCAPE ARCHITECTS PHONE: 206.387.6223 E-MAIL: RWA2100@GMAIL.COMKnow what'sbelow.before you dig.CallR IRRIGATION PLAN L2.1IRRIGATION PLAN02/09/2024 1 BUILDING PERMIT SUBMITTAL JACKSON | MAIN ARCHITECTURE P.S. © 2022PROJECT NO.:PROJECT MGR.:DRAWN BY:CHECKED BY:ANYITIME SELF STORAGE HIGH BANK ROAD + 52ND STREET SPRINGFIELD, OREGON 97478 ANYTIME SELF STORAGE LLC 2538 NE DIVISION ST. BEND, OREGON 97703 DATE NO.DESCRIPTION RICHARD WARD ASSOCIATES 40 LAKE BELLEVUE DRIVE, SUITE #350 BELLEVUE, WASHINGTON 98005 RWA LANDSCAPE ARCHITECTS PHONE: 206.387.6223 E-MAIL: RWA2100@GMAIL.COMKnow what'sbelow.before you dig.CallR IRRIGATION DETAILS L2.212" MIN.02/09/2024 1 BUILDING PERMIT SUBMITTAL M M MMMV M MM M M A. LIMITS OF WORK ARE DEFINED WITHIN THE PROPERTY LINES AND ADJACENT RIGHT OF WAYS. B. SITE CONTROLS ARE EXISTING PROPERTY CORNERS AS IDENTIFIED BY PROPERTY SURVEY. C. REFER TO LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION ON ALL LANDSCAPE FEATURES AND ELEMENTS. D. REFER TO CIVIL DRAWINGS FOR SITE GRADING AND UTILITY LOCATIONS. E. EXPANSION JOINTS ARE SHOWN ON SITE PLANS, ALL OTHER LINES WITHIN CONCRETE PAVING AREAS ARE TO BE CONTROL JOINTS UNLESS OTHERWISE NOTED, REFER TO CIVIL DRAWINGS. F. SIDEWALKS TO MAINTAIN A SLOPE NO GREATER THAN 1:20 IN THE PRIMARY DIRECTION OF TRAVEL AND A SLOPE NO GREATER THAN 1:50 PERPENDICULAR TO THE PRIMARY DIRECTION OF TRAVEL REFER TO CIVIL DRAWINGS. G. CURB TO BE MEDIUM BROOM FINISH, PARALLEL TO GUTTER LINE, UNLESS OTHERWISE NOTED. H. GRIDLINES CORRESPOND WITH BUILDING FLOOR PLAN GRIDLINES. I. REFER TO ELECTRICAL DRAWINGS FOR SITE LIGHTING. J. ARCHITECT SITE PLAN IS SHOWN FOR REFERENCE ONLY. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR PARAMETERS OF SITE INCLUDING ROADWORK, LANDSCAPING AND CONTEXTUAL SITE INFORMATION. K. REFER TO CIVIL FOR FINISH FLOOR ELEVATIONS (FFE) - THESE CORRESPOND TO ARCHITECTURAL 0'-0" HIGH BANKS RD HIGH BANKS RD HIGH BANKS RD 12'-8"A1.03 14 A1.03 20 6935 SQFT F 13478 SQFT E 11897 SQFT D R 50'-0"OR 126 FIRE ACCESS LANE 20'-0" EMERGENCY FIRE ACCESS ONLY 4"4'-0"5'-6"32.05 32.05 22'-0" 27'-2"NO PARKING FIRE LANENO PARKING FIRE LANEPROPERTY LINE PROPERTY SETBACK NO PARKING FIRE LANE NO PARKING FIRE LANE PROPERTY LINE PROPERTY SETBACK /1 A1.00 /1 A1.01 /1 A1.00 /1 A1.01 F E D C B A 22'-0" HIGH BANKS RD HIGH BANKS RD HIGH BANKS RD R 50'-0"US 97 418'-3 1/4"531'-3 5/16" LANDSCAPE AREA SITE FENCING BOLLARD JACKSON | MAIN ARCHITECTURE P.S. © 2024 PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: SHEET NOTES: KEYNOTES: PROGRESS SET NOT FOR CONSTRUCTION 22145 DH AJ, BB, GH RM 2/13/2024 1:29:33 PMC:\Users\anne.judkis\Documents\Anytime SS_Springfield-R23_Anne.Judkis.rvtSITE PLAN A1.00ANYTIME SELF STORAGESPRINGFIELDHIGH BANK ROAD + 52ND STREETSPRINGFIELD, OREGON 97478ANYTIME SELF STORAGE LLC2538 NE DIVISION ST.,BEND, OREGON 97703# NOTE 32.05 NEW 8'-0" HIGH STEEL SECURITY FENCING PER PLANS AND DETAILS; FINISH PER EXTERIOR ELEVATIONS PROJECT NORTH TRUE NORTH 1" = 20'-0"1 SITE PLAN - WEST PROJECT NORTH TRUE NORTH 1" = 40'-0"3 OVERALL SITE PLAN MATCHLINEPEDESTRIAN EXIT ONLY (ENTRY PER EMERGENCY ACCESS ONLY)DATE NO. DESCRIPTION07/27/2023 SITE PLAN REVIEW02/01/2023 BUILDING PERMIT LEGEND MMV M MMMV M MM M M A. LIMITS OF WORK ARE DEFINED WITHIN THE PROPERTY LINES AND ADJACENT RIGHT OF WAYS. B. SITE CONTROLS ARE EXISTING PROPERTY CORNERS AS IDENTIFIED BY PROPERTY SURVEY. C. REFER TO LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION ON ALL LANDSCAPE FEATURES AND ELEMENTS. D. REFER TO CIVIL DRAWINGS FOR SITE GRADING AND UTILITY LOCATIONS. E. EXPANSION JOINTS ARE SHOWN ON SITE PLANS, ALL OTHER LINES WITHIN CONCRETE PAVING AREAS ARE TO BE CONTROL JOINTS UNLESS OTHERWISE NOTED, REFER TO CIVIL DRAWINGS. F. SIDEWALKS TO MAINTAIN A SLOPE NO GREATER THAN 1:20 IN THE PRIMARY DIRECTION OF TRAVEL AND A SLOPE NO GREATER THAN 1:50 PERPENDICULAR TO THE PRIMARY DIRECTION OF TRAVEL REFER TO CIVIL DRAWINGS. G. CURB TO BE MEDIUM BROOM FINISH, PARALLEL TO GUTTER LINE, UNLESS OTHERWISE NOTED. H. GRIDLINES CORRESPOND WITH BUILDING FLOOR PLAN GRIDLINES. I. REFER TO ELECTRICAL DRAWINGS FOR SITE LIGHTING. J. ARCHITECT SITE PLAN IS SHOWN FOR REFERENCE ONLY. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR PARAMETERS OF SITE INCLUDING ROADWORK, LANDSCAPING AND CONTEXTUAL SITE INFORMATION. K. REFER TO CIVIL FOR FINISH FLOOR ELEVATIONS (FFE) - THESE CORRESPOND TO ARCHITECTURAL 0'-0" 140'-0"22'-0"140'-0"22'-0"65'-0"104'-5" 11.01 A1.02 1 9800 SQFT C 9330 SQFT B 2617 SQFT A 895 SQFT OFFICE OR 126 18'-2"23'-3"18'-9"4'-6"25'-4"CLEAR VISION TRIANGLE 32.05 PROPERTY LINE PROPERTY SETBACK PROPERTY SETBACK PROPERTY LINE NO PARKING FIRE LANE NO PARKING FIRE LANE N O P A R K I N G F I R E L A N E N O P A R K I N G F I R E L A N E /1 A1.00 /1 A1.01 /1 A1.00 /1 A1.01 F E D C B A OFFICE R 50'-0"OR 126 HIGH BANKS ROAD LANDSCAPE AREA SITE FENCING BOLLARD PROJECT NORTH TRUE NORTH 1" = 20'-0"1 SITE PLAN- EAST JACKSON | MAIN ARCHITECTURE P.S. © 2024 PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: SHEET NOTES: KEYNOTES: PROGRESS SET NOT FOR CONSTRUCTION 22145 DH AJ, BB, GH RM 2/13/2024 1:29:35 PMC:\Users\anne.judkis\Documents\Anytime SS_Springfield-R23_Anne.Judkis.rvtSITE PLAN A1.01ANYTIME SELF STORAGESPRINGFIELDHIGH BANK ROAD + 52ND STREETSPRINGFIELD, OREGON 97478ANYTIME SELF STORAGE LLC2538 NE DIVISION ST.,BEND, OREGON 97703# NOTE 11.01 VEHICULAR ACCESS GATE PER SITE PLAN AND DETAILS. BOD: AMERISTAR, ECHELON. MOTOR OPERATOR BOD: HYSECURITY, KEY-PAD PANEL MOUNTED ON KEYPAD. BOD: PTI SECURITY. BOLLARD PER DETAIL; PROVIDE ELECTRICAL CONDUIT RUNS TO MOTOR OPERATOR AND BOLLARD LOCATIONS; REF. ELECTRICAL SITE PLAN 32.05 NEW 8'-0" HIGH STEEL SECURITY FENCING PER PLANS AND DETAILS; FINISH PER EXTERIOR ELEVATIONS PROJECT NORTH TRUE NORTH 1" = 40'-0"2 OVERALL SITE PLAN DATE NO. DESCRIPTION07/27/2023 SITE PLAN REVIEW02/01/2023 BUILDING PERMIT LEGEND MMV M M FD 4'-5"21'-5" FIRE ACCESS LANE 20'-0"18'-7"4'-8" A1.03 9 11.01 11.01 9'-0"9'-0"9'-0"32.17CLEAR VISION TRIANGLE 9'-0"9'-0"11.0134.02 8'-0"TYP. 18'-0" 2'-0" CLEAR VISION TRIANGLE MIN 6'-0"MIN.5'-0"6'-0"--- - Sim N O P A R K I N G F I R E L A N E N O P A R K I N G F I R E L A N E P R O P E R T Y L I N E PROPERTY LINE 03.04 KN.11 07.15 32.11 26.06 4'-0"3'-8"8'-0" TYP. 18'-0" LANDSCAPE AREA SITE FENCING BOLLARD 1/4" = 1'-0"1 ENLARGED SITE PLAN - ENTRANCE GATE JACKSON | MAIN ARCHITECTURE P.S. © 2024 PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: KEYNOTES: SHEET NOTES: PROGRESS SET NOT FOR CONSTRUCTION 22145 DH AJ, BB, GH RM 2/13/2024 1:29:37 PMC:\Users\anne.judkis\Documents\Anytime SS_Springfield-R23_Anne.Judkis.rvtENLARGED SITE PLANS A1.02ANYTIME SELF STORAGESPRINGFIELDHIGH BANK ROAD + 52ND STREETSPRINGFIELD, OREGON 97478ANYTIME SELF STORAGE LLC2538 NE DIVISION ST.,BEND, OREGON 97703DATE NO. DESCRIPTION07/27/2023 SITE PLAN REVIEW02/01/2023 BUILDING PERMIT LEGEND # NOTE 03.04 CONCRETE WHEEL STOP REF. CIVIL 07.15 FLOOR DRAIN, REF. CIVIL. 11.01 VEHICULAR ACCESS GATE PER SITE PLAN AND DETAILS. BOD: AMERISTAR, ECHELON. MOTOR OPERATOR BOD: HYSECURITY, KEY-PAD PANEL MOUNTED ON KEYPAD. BOD: PTI SECURITY. BOLLARD PER DETAIL; PROVIDE ELECTRICAL CONDUIT RUNS TO MOTOR OPERATOR AND BOLLARD LOCATIONS; REF. ELECTRICAL SITE PLAN 26.06 LOCATION OF ELECTRICAL VEHICLE PARKING INFRASTRUCTURE 32.11 NEW 4'-0" MIN. WIDE CONCRETE SIDEWALK PER PLANS AND CIVIL 32.17 MONUMENT SIGN PER PLANS; SIGN DESIGN BY OTHERS AND UNDER SEPARATE PERMIT 34.02 6" DIAMETER, SCHEDULE 40, CONCRETE-FILLED STEEL PIPE BOLLARD PER DETAIL; PROVIDE 1/4" WALL THICKNESS THERMOPLASTIC BOLLARD SLEEVE COVER (BASIS OF DESIGN: IDEAL-SHIELD 1/4” BOLLARD COVERS); COLOR: SAFETY YELLOW, U.N.O. KN.11 BICYCLE RACK/PARKING PER PLANS AND DETAILS; PROVIDE 4" THICK CONCRETE SLAB ON GRADE WITH THICKENED EDGE WITH MEDIUM BROOM FINISH. BOD: MADRAX, U BIKE RACK 8"16" 3/4" 14 1/2" 3/4"1"3"3"1"ARROW DIRECTION VARIES PER LOCATION/ ORIENTATION OF SIGN RELATIVE TO EXIT - SEE G0.02 AND G0.03. DIRECTIONAL ENTRANCE ACCESSIBILITY SYMBOL PER (REFERENCE CODE)AND ICC/ANSI A117.1, CHAPTER 703 CHARACTERS PER (REFERENCE CODE)AND ICC/ANSI A117.1 BRAILLE SYMBOLS PER (REFERENCE CODE)AND ICC/ANSI A117.1 6"2"1/2"6"1"4"1"2"1/2"6"1"4"1"6" NOTE: 1. IDENTIFICATION SIGNS SHALL BE PER 2022 OSSC AND ICC/ANSI A117.1-2009. 2. CENTERLINE OF SIGN SHALL BE 10" FROM THE LATCH SIDE OF DOOR. 3. REFER TO SIGNAGE CONSULTANT'S DRAWINGS FOR SIGN LOCATIONS AND REQUIRED TEXT. 4. SEE SIGNAGE PACKAGE FOR SIGN MATERIALS 5. SIGNS SHOWN ARE REPRESENTATIVE ONLY. REFER TO SIGNAGE DESIGNER PLANS FOR ADDITIONAL INFORMATION. 6. SUBMIT FULL SIZE SAMPLES OF ALL SIGNS TO THE ARCHITECT AND SIGNAGE CONSULTANT FOR APPROVAL. ACCESSIBILITY SYMBOL PER (REFERENCE CODE)AND ICC/ANSI A117.1, CHAPTER 703 6"12" VAN 5'-0" MIN. TO BOTTOM OF PARKING SPACEWHITE REFLECTIVE BACKGROUND (TYP.) 3/8" WIDE GREEN COLOR BAND REF. NOTE 5 BELOW2"1"1/2"1"1 1/2"ACCESSIBLE NOTE: 1. PLACE ONE SIGN PER ADA STALL AS INDICATED ON SITE PLAN. 2. THIS SIGN MAY BE USED AS WALL MOUNTED, PROVIDED THE BOTTOM OF THE SIGN IS 60" MIN. ABOVE THE STALL HEIGHT OF THE PARKING SPACE. 3. SIGNS SHALL BE CENTERED ON THE PARKING SPACE. 4. THE SIGN FACE SHOULD BE LOCATED NO FARTHER THAN 6 FEET FROM EACH PARKING SPACE. 5. CONTRACTOR TO COORDINATE ALL LETTERING SERIES AND COLOR WITH LOCAL JURISDICTION. 6. INTERNATIONAL SYMBOL OF ACCESSIBILITY, WHITE ON 6x 6" BLUE FIELD WITH 1/2" RADIUS CORNERS.1 1/2" 1"1/2"1"1/2"1"18"1/2"3/8" WIDE GREEN COLOR BAND REF. NOTE 5 BELOW WHITE REFLECTIVE BACKGROUND (TYP.) REF. NOTE 6 BELOW ACCESSIBLE PARKING ONLY RESERVED PARKING1 1/2"2"1/2"2"1 1/2" dia. SSTL POST PROVIDE VAN SIGN AT EACH VAN SPACE INDICATED ON SITE PLAN ACCESSIBLE PARKING SIGN, REFERENCE DETAIL 7/A1.03. REFERENCE SITE PLAN FOR SIGN LOCATIONS 1-1/2" dia. S.Stl. POST TO BOTTOM OF PARKING SPACE5'-0" MIN.2'-6"6"12" CONCRETE FOOTING 8'-0" (8' - 0" AT VAN STALL) 5'-0" IF INDICATED ON PLAN, COLUMN PER STRUCTURAL 3" WIDE TRAFFIC WHITE PAINT, TYP. 3x 3' INTERNATIONAL SYMBOL OF ACCESSIBILITY, CENTER ON SPACE 3" WIDE TRAFFIC WHITE PAINT, 3' - 0" O.C. AT 45 DEGREE ANGLE ACCESSIBLE PARKING SIGN, REFERENCE ENLARGED DETAIL FOR LOCATION AND ADDITIONAL INFORMATION NOTE: 1. ACCESSIBLE PARKING PER THE CODE SECTION 1106 - PARKING AND PASSENGER LOADING FACILITIES 2. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY PARKING SPACE MARKINGS SHALL BE PLACED IN EACH PARKING SPACE DESIGNATED FOR USE BY PERSONS WITH DISABILITIES. A BLUE BACKGROUND WITH THE WHITE BORDER MAY SUPPLEMENT THE WHEELCHAIR SYMBOL.PER PLAN3" EQ EQ OREGON STATE12'-0"1'-4"14'-6" (20' - 0" PREFERRED) TYPICAL PEDESTAL KEYPAD WITH (2) 6" dia. BOLLARDS GATE OPERATOR WITH BOLLARD PROTECTION GATE PROTECTION GUARD WITH 6" dia. BOLLARDS AND 8" STEEL CHANNEL PAINTED PUBLIC STORAGE ORANGE. USE WHERE PARKING OR PEDESTRIAN CIRCULATION IS ADJACENT TO SLIDING GATE. TYPICAL SLIDING GATE STEEL TRACK TYPICAL 6' - 0" HIGH PICKET FENCE 6" SQUARE STANDARD METAL FENCE POST AT GATE OPENING TYPICAL METAL PICKET SLIDING GATE, VERIFY GATE TYPE USED AT SITE TYPICAL PAINTED 'STOP SIGN' TYPICAL DETECTOR LOOP, SEE SPECIFICATION FOR FURTHER INFO OPTIONAL C.I.P. 6" CONCRETE CURB. SEE PLAN FOR PLANTER LOCATION. RUN CURB IN FRONT OF CMU FENCE PIER, WHERE OCCURS. PEDESTRIAN ACCESS GATE TO BE THE SAME MATERIAL AND COLOR AS GATE/ FENCE, WITH SECURITY MESH PANEL AND ACCESSIBLE LEVER HANDLE HARDWARE SEE MAN GATE DETAIL FOR MORE INFORMATION EDGE OF CONCRETE SLAB (VERIFY WITH CIVIL)14'-6"STOP STOP 1'-4"DOME CONCRETE CAP 8" ⌀(U.N.O.) STEEL PIPE BOLLARD FILLED W/ CONC. PAINT PER EXTERIOR SCHEDULE CEMENT WASH 12" ⌀CONC. FOOTING4'-0"4'-0"6" ⌀STEEL BOLLARD WITH ROUNDED CAP 3/4" STEEL PLATE 12x 12" WITH 3/4" ⌀ANCHOR BOLTS WITH 5" EMBEDDED NOTE: PAINT EXPOSED PORTION OF STEEL PIPE WITH (2) COATS SAFETY YELLOW 4'-0"3" ELEVATION PLAN 6" ⌀STEEL BOLLARD WITH ROUNDED CAP 3/4" STEEL PLATE 12" x 12" WITH 3/4" ⌀ANCHOR BOLTS WITH 5" EMBEDDED3/4"3/4"8"8" 3x 3x 1/4" STEEL TUBE CENTERED AND WELDED TO PLATE (4) 7/16" Ø THROUGH HOLES 3/4" Ø CONDUIT 2" Ø THROUGH HOLES NOTE: USE 9-LONG x 3/8" 'L' BOLTS IN CONCRETE PAD. ALL BOLTS SHALL BE ALL-THREAD MATERIAL ONLY EACH BOLT SHOULD NOT EXCEED 1" ABOVE CONCRETE. 8x 8x 3/16" STEEL PLATE 6"MIN.18"MIN.42"METAL ENCLOSURE FOR KEYPAD 3x 3x 1/4" TUBE STEEL KEYPAD COLUMN. FINISH WITH SILICON- POLYESTER PAINT, (COLOR PER OWNER). COLUMN TO BE PREFABRICATED BY 'QUICKSTOR DESIGNS' OR EQUAL 9"12"6" BASE COVER PLATE WITH (4) 9x 3/8" 'L' ANCHOR BOLTS (ALL-THREAD BOLT TYPE ONLY) 1" ABOVE CONCRETE PAD (1) 3/4" AND (1) METAL CONDUITS V.I.F MAX. REQ. DIM. PAINT WITH 2 COATS OF TRAFFIC LINE WHITE NOTE: PROVIDE PAINTED DIRECTIONAL ARROW AT ALL LOCATIONS INDICATED ON SITE PLANS 1'-9"1'-9"2'-0"1'-0"3'-6" ± 1/4" PER SITE PLAN (10' - 0" MAX.)8'-0"MIN.2'-0"6"12"7'-6"6"O.C. 4 3/4" 2-1/2" SQUARE POST 2x 1-1/2" 14 ga. CHANNEL RAIL TYP. 3 LOC. 3/4" SQUARE x 14ga. PICKET LINE OF EXISTING GRADE NOTE: PAINT ALL METAL PER ELEVATIONS 3'-6"6"7'-0"6"EXPANDED MEAL SECURITY MESH, COLOR TO MATCH FENCE 4" SQUARE POST, FOR POST ANCHORAGE REFERENCE POST DETAIL 8'-0"3'-0"STEEL SECURITY PLACE FOR HARDWARE ACCESSIBLE HARDWARE WITH KEY LOCK AND SELF-CLOSING EGRESS HARDWARE FINISH GRADE NOTE: PAINT ALL METAL FULLY WELDED END CAP SLOPED TO DRAIN PER SITE PLAN 7'-6"6"4" GUIDE POST 8'-0"O.C. 4 3/4" 4" CATCH POST WITH 10" CATCH PLATE PRESSURE SENSOR EDGE STOP SWITCH ON LEADING EDGE OF GATE, BY MILLER EDGE OR OWNER APPROVED EQUAL INVERTED STEEL ANGLE ROLLING GATE TRACKS WITH ANCHOR STUDS IMBEDDED INTO CONCRETE 3/4" SQUARE BAR AT 4-3/4" O.C. 2x 1-1/2" METAL GATE FRAME GATE OPERATOR NOTE: PAINT ALL METAL GATE OPERATOR GATE OPERATOR PER SITE PLAN 8'-0" 2'-0" MIN4" GATE POST 6"3'-0"1'-0"4"1'-8" 2" dia. STEEL TUBE BIKE RACK ANCHORED PER MANUFACTURE'S INSTRUCTIONS. POWDER COATED 3" MIN 4" CONCRETE SLAB NOTE: 1. MAINTAIN 6' LONG USEABLE SPACE FOR BICYCLE. 2. MAINTAIN 30" BETWEEN EACH RACK. 3. MAINTAIN 15" CLEAR DISTANCE BEYOND RACK. 4. PREFERRED METHOD OF ANCHORING BIKE RACK IS TO ORDER BIKE RACK WITH STEEL FLANGE AND RAMSET BOLTS TO CONCRETE SLAB PER MANUFACTURER'S INSTRUCTIONS. 6"6" JACKSON | MAIN ARCHITECTURE P.S. © 2024 PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: PROGRESS SET NOT FOR CONSTRUCTION 22145 DH AJ, BB, GH RM 2/13/2024 1:29:38 PMC:\Users\anne.judkis\Documents\Anytime SS_Springfield-R23_Anne.Judkis.rvtSITE DETAILS A1.03ANYTIME SELF STORAGESPRINGFIELDHIGH BANK ROAD + 52ND STREETSPRINGFIELD, OREGON 97478ANYTIME SELF STORAGE LLC2538 NE DIVISION ST.,BEND, OREGON 977033" = 1'-0"11 ACCESSIBILITY DIRECTIONAL EXIT SIGN (2017) 3" = 1'-0"17 ACCESSIBLE ENTRANCE AND DIRECTIONAL SIGNAGE (2017) 3" = 1'-0"7 ACCESSIBLE PARKING SIGNAGE 1" = 1'-0"2 ACCESSIBLE PARKING SIGNAGE POST 3/8" = 1'-0"9 ACCESSIBLE PARKING STALL 1/8" = 1'-0"26 AUTOMATIC SLIDING GATE - ENTRY/EXIT PLAN 1/2" = 1'-0"10 BOLLARD - STEEL PIPE - CONCRETE FOOTING 1/2" = 1'-0"5 BOLLARD - STEEL PIPE - SURFACE MOUNTED 1 1/2" = 1'-0"22 KEY PAD - BASE PLATE DETAIL 3/4" = 1'-0"27 KEY PAD - SECTION DETAIL 1/2" = 1'-0"12 PARKING DIRECTIONAL ARROW SINGLE 3/8" = 1'-0"19 ORNAMENTAL METAL FENCE 1/2" = 1'-0"14 ORNAMENTAL PEDESTRIAN GATE 1/2" = 1'-0"20 ORNAMENTAL ROLLING GATE DETAIL DATE NO. DESCRIPTION07/27/2023 SITE PLAN REVIEW02/01/2023 BUILDING PERMIT 1/2" = 1'-0"30 ONAMENTAL SWING GATE DETAIL 1/2" = 1'-0"1 BICYCLE RACK - SINGLE LOOP STEEL TUBE #X # X PRODUCT COLOR PROFILE MANUFACTURER [#] PRODUCT: 1. CORRUGATED METAL SIDING 2. CMU 3. COPING [X] COLOR: A. COOL PARCHMENT B. OLD TOWN GRAY C. TAHOE BLUE D. LIGHT FIR [#] PROFILE/FINISH: 1. HR-36 2. SPLIT FACE 3. LONGBOARD 4. N/A [X] MANUFACTURER: A. AEP SPAN B. MUTUAL MATERIALS C. N/A NOTE:ALL COLORS INDICATED ARE SUBJECT TO CHANGE LEVEL 01 0' - 0" ROOF 10' - 0" A-AA-BA-CA-DA-EA-F 7 A4.02 __________________________________________________ 1 A 1 A R2- A 3 B 4 C 1 C 1 A 09.14 LEVEL 01 0' - 0" ROOF 10' - 0" 7274757677782 A4.01 __________________________________________________ 1 A 1 A R2-3 B 4 C 09.14 LEVEL 01 0' - 0" ROOF 10' - 0" A-A A-B A-C A-D A-E A-F7 A4.02 __________________________________________________ 1 C 1 A R2-3 B 4 C 1 2 3 4 5 1 A 1 A 09.14 LEVEL 01 0' - 0" ROOF 10' - 0" 72 74 75 76 77 782 A4.01 __________________________________________________ 1 C 1 A A R2- - B - - 3 B 4 C OFFICE ROOF 15' - 0" 1 A 1 A 09.14 LEVEL 01 0' - 0" 80 791 A4.01 __________________________________________________ 1 D 3 A R2- EQ 9'-0" 15'-0"11'-0"9'-4" 1 A 1 A OFFICE ROOF 15' - 0" 4'-0" LEVEL 01 0' - 0" O-AO-B 1 A4.02 __________________________________________________O-C 1 A 1 A OFFICE ROOF 15' - 0" 2'-0" LEVEL 01 0' - 0" O-A O-B1 A4.02 __________________________________________________O-C R2-8'-0"1 D 3 A OFFICE ROOF 15' - 0"17'-0"5'-4"ABCDEF O LEVEL 01 0' - 0" 80791 A4.01 __________________________________________________ 1 A 1 A R2- 3 B 4 C 1 D 3 A OFFICE ROOF 15' - 0" 15'-6" 6'-0"13'-0"16'-4" 09.14 JACKSON | MAIN ARCHITECTURE P.S. © 2024 PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: KEYNOTES: SHEET NOTES: PROGRESS SET NOT FOR CONSTRUCTION 22145 DH AJ, BB, GH RM 2/13/2024 1:30:04 PMC:\Users\anne.judkis\Documents\Anytime SS_Springfield-R23_Anne.Judkis.rvtEXTERIOR ELEVATIONS - BUILDING A & OFFICE A3.01ANYTIME SELF STORAGESPRINGFIELDHIGH BANK ROAD + 52ND STREETSPRINGFIELD, OREGON 97478ANYTIME SELF STORAGE LLC2538 NE DIVISION ST.,BEND, OREGON 97703MATERIAL LEGEND: # NOTE 09.14 GUTTER, PAINT TO MATCH DRIP EDGE/TRIM 1/8" = 1'-0"2 EAST ELEVATION - BLDG A 1/8" = 1'-0"1 NORTH ELEVATION - BLDG A 1/8" = 1'-0"4 WEST ELEVATION - BLDG A 1/8" = 1'-0"3 SOUTH ELEVATION - BLDG A 1/8" = 1'-0"5 NORTH ELEVATION - OFFICE 1/8" = 1'-0"6 EAST ELEVATION - OFFICE 1/8" = 1'-0"8 WEST ELEVATION - OFFICE PROJECT NORTH TRUE NORTH 1" = 100'-0" KEY PLAN- A & OFFICE 1/8" = 1'-0"7 SOUTH ELEVATION - OFFICE DATE NO. DESCRIPTION02/01/2023 BUILDING PERMIT A. REFER TO G0.01 FOR ABBREVIATIONS, SYMBOLS AND GENERAL PROJECT NOTES. B. LOCATIONS OF DOORS AND WALLS PER PLAN. REFER TO SCHEDULES FOR ADDITIONAL INFORMATION. C. COORDINATE ALL CONTROL JOINT LOCATIONS WITH ARCHITECT PRIOR TO INSTALL. D. GALVANIZE EXPOSED EXTERIOR STEEL MEMBERS, SIZE PER STRUCTURAL TOUCH-UP WELD BURNS WITH GALVANIZING PAINT PRIOR TO APPLYING FINISH. E. PROVIDE CONTINUOUS SUBSILLS WITH END DAMS, WELDED JOINTS AT ALL ALUMINUM FRAMING SYSTEMS. F. AT JOINTS BETWEEN DISSIMILAR MATERIALS, PROVIDE CONTINUOUS MINIMUM 3/8” BACKER ROD AND SEALANT. G. SUBMIT ALL EXTERIOR MATERIAL SAMPLES IN SINGLE SUBMITTAL. MATERIALS SUBMITTED SEPARATELY SHALL BE REJECTED. H. MAINTAIN CODE REQUIRED SEPARATION BETWEEN ALL EXHAUST DISCHARGES AND OPERABLE OPENINGS OR PROPERTY LINE. I. MAINTAIN CODE REQUIRED SEPARATION BETWEEN ALL EXHAUST DISCHARGES AND MECHANICAL INTAKES. J. ALL EXTERIOR FINISHES SHALL TERMINATE AT AN INTERIOR CORNER U.N.O. K. COORDINATE WITH ARCHITECT, CONSULTANTS AS NECESSARY LOCATION AND HEIGHTS OF EXTERIOR LOUVERS, HORNS, LIGHT FIXTURES, FIRE ALARM DEVICES PRIOR TO INSTALL. L. COORDINATE WITH MANUFACTURER ALL VERTICAL AND HORIZONTAL FIBER CEMENT PANELS JOINTS OR BATTENS PER EXTERIOR ELEVATIONS. M. EXTERIOR SOFFITS FINISH IS TO MATCH FASCIA U.N.O. N. DAMPPROOFING TO BE TROWELED-ON U.N.O. IN SPECIFICATIONS. O. EXPOSED CONCRETE WALL, COLUMNS, AND BEAMS FINISH CARBORUNDUM-RUBBED AND PAINTED, COLOR SELECTED BY ARCHITECT. P. WITHIN MASONRY WALLS: 1. EXTEND STEEL LINTELS MINIMUM 8" PAST EACH SIDE OF OPENING. PAINT ALL EXPOSED SURFACES BLACK 2. PROJECT ROWLOCK/ SOLDIER BRICK ACCENT BANDS 5/8" FROM ADJACENT FINISH FACE OF FACADE. 3. MASONRY WEEP HOLES AT 24" O.C., TYP. U.N.O. PER SPECIFICATIONS. Q. GENERAL NOTES LISTED ON THIS PAGE ARE NOT INTENDED TO BE AT THE EXCLUSION OF NOTES LISTED ELSEWHERE; THIS DOCUMENT SET IS MEANT TO BE COMPLEMENTARY, AND NOTES LISTED ON OTHER SHEETS MAY HAVE BEARING/APPLICATION TO WORK SHOWN ON THIS SHEET. # X # X PRODUCT COLOR PROFILE MANUFACTURER [#] PRODUCT: 1. CORRUGATED METAL SIDING 2. CMU 3. COPING [X] COLOR: A. COOL PARCHMENT B. OLD TOWN GRAY C. TAHOE BLUE D. LIGHT FIR [#] PROFILE/FINISH: 1. HR-36 2. SPLIT FACE 3. LONGBOARD 4. N/A [X] MANUFACTURER: A. AEP SPAN B. MUTUAL MATERIALS C. N/A NOTE:ALL COLORS INDICATED ARE SUBJECT TO CHANGE LEVEL 01 0' - 0" ROOF 10' - 0" B-AB-BB-CB-DB-EB-FB-GB-H 6 A4.02 __________________________________________________ 1 C 1 A R2-1 A 1 A 1 2 3 4 5 6 - B - - 09.14 LEVEL 01 0' - 0" ROOF 10' - 0" 5758596061626465666768697071633 A4.01 __________________________________________________ R2- - B - -- B - - 1 A 1 A - B - -1 C 1 A 09.14 05.14 LEVEL 01 0' - 0" ROOF 10' - 0" B-A B-B B-C B-D B-E B-F B-G B-H6 A4.02 __________________________________________________ 1 C 1 A R2-1 A 1 A 78910111213 05.1409.14 LEVEL 01 0' - 0" ROOF 10' - 0" 57 58 59 60 61 62 64 65 66 67 68 69 70 71633 A4.01 __________________________________________________ R2- B B - B - -- B - -- B - - 3 B 4 C05.14 09.14 ABCDEF O JACKSON | MAIN ARCHITECTURE P.S. © 2024 PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: KEYNOTES: SHEET NOTES: PROGRESS SET NOT FOR CONSTRUCTION 22145 DH AJ, BB, GH RM 2/13/2024 1:30:09 PMC:\Users\anne.judkis\Documents\Anytime SS_Springfield-R23_Anne.Judkis.rvtEXTERIOR ELEVATIONS - BUILDING B A3.02ANYTIME SELF STORAGESPRINGFIELDHIGH BANK ROAD + 52ND STREETSPRINGFIELD, OREGON 97478ANYTIME SELF STORAGE LLC2538 NE DIVISION ST.,BEND, OREGON 97703MATERIAL LEGEND: # NOTE 05.14 3 HR RATED FIRE WALL, 30" ABOVE ROOF PER OSSC 706.6 09.14 GUTTER, PAINT TO MATCH DRIP EDGE/TRIM 1/8" = 1'-0"2 EAST ELEVATION - BLDG B 1/8" = 1'-0"1 NORTH ELEVATION - BLDG B 1/8" = 1'-0"4 WEST ELEVATION - BLDG B 1/8" = 1'-0"3 SOUTH ELEVATION - BLDG B PROJECT NORTH TRUE NORTH 1" = 100'-0" KEY PLAN- B DATE NO. DESCRIPTION02/01/2023 BUILDING PERMIT A. REFER TO G0.01 FOR ABBREVIATIONS, SYMBOLS AND GENERAL PROJECT NOTES. B. LOCATIONS OF DOORS AND WALLS PER PLAN. REFER TO SCHEDULES FOR ADDITIONAL INFORMATION. C. COORDINATE ALL CONTROL JOINT LOCATIONS WITH ARCHITECT PRIOR TO INSTALL. D. GALVANIZE EXPOSED EXTERIOR STEEL MEMBERS, SIZE PER STRUCTURAL TOUCH-UP WELD BURNS WITH GALVANIZING PAINT PRIOR TO APPLYING FINISH. E. PROVIDE CONTINUOUS SUBSILLS WITH END DAMS, WELDED JOINTS AT ALL ALUMINUM FRAMING SYSTEMS. F. AT JOINTS BETWEEN DISSIMILAR MATERIALS, PROVIDE CONTINUOUS MINIMUM 3/8” BACKER ROD AND SEALANT. G. SUBMIT ALL EXTERIOR MATERIAL SAMPLES IN SINGLE SUBMITTAL. MATERIALS SUBMITTED SEPARATELY SHALL BE REJECTED. H. MAINTAIN CODE REQUIRED SEPARATION BETWEEN ALL EXHAUST DISCHARGES AND OPERABLE OPENINGS OR PROPERTY LINE. I. MAINTAIN CODE REQUIRED SEPARATION BETWEEN ALL EXHAUST DISCHARGES AND MECHANICAL INTAKES. J. ALL EXTERIOR FINISHES SHALL TERMINATE AT AN INTERIOR CORNER U.N.O. K. COORDINATE WITH ARCHITECT, CONSULTANTS AS NECESSARY LOCATION AND HEIGHTS OF EXTERIOR LOUVERS, HORNS, LIGHT FIXTURES, FIRE ALARM DEVICES PRIOR TO INSTALL. L. COORDINATE WITH MANUFACTURER ALL VERTICAL AND HORIZONTAL FIBER CEMENT PANELS JOINTS OR BATTENS PER EXTERIOR ELEVATIONS. M. EXTERIOR SOFFITS FINISH IS TO MATCH FASCIA U.N.O. N. DAMPPROOFING TO BE TROWELED-ON U.N.O. IN SPECIFICATIONS. O. EXPOSED CONCRETE WALL, COLUMNS, AND BEAMS FINISH CARBORUNDUM-RUBBED AND PAINTED, COLOR SELECTED BY ARCHITECT. P. WITHIN MASONRY WALLS: 1. EXTEND STEEL LINTELS MINIMUM 8" PAST EACH SIDE OF OPENING. PAINT ALL EXPOSED SURFACES BLACK 2. PROJECT ROWLOCK/ SOLDIER BRICK ACCENT BANDS 5/8" FROM ADJACENT FINISH FACE OF FACADE. 3. MASONRY WEEP HOLES AT 24" O.C., TYP. U.N.O. PER SPECIFICATIONS. Q. GENERAL NOTES LISTED ON THIS PAGE ARE NOT INTENDED TO BE AT THE EXCLUSION OF NOTES LISTED ELSEWHERE; THIS DOCUMENT SET IS MEANT TO BE COMPLEMENTARY, AND NOTES LISTED ON OTHER SHEETS MAY HAVE BEARING/APPLICATION TO WORK SHOWN ON THIS SHEET. # X # X PRODUCT COLOR PROFILE MANUFACTURER [#] PRODUCT: 1. CORRUGATED METAL SIDING 2. CMU 3. COPING [X] COLOR: A. COOL PARCHMENT B. OLD TOWN GRAY C. TAHOE BLUE D. LIGHT FIR [#] PROFILE/FINISH: 1. HR-36 2. SPLIT FACE 3. LONGBOARD 4. N/A [X] MANUFACTURER: A. AEP SPAN B. MUTUAL MATERIALS C. N/A NOTE:ALL COLORS INDICATED ARE SUBJECT TO CHANGE LEVEL 01 0' - 0" ROOF 10' - 0" C-AC-BC-CC-DC-EC-FC-GC-H 5 A4.02 __________________________________________________ 1 C 1 A R2-1 A 1 A 1 2 3 4 5 6 7 3 B 4 C - B - - 09.14 LEVEL 01 0' - 0" ROOF 10' - 0" 4243444546474849505152535455564 A4.01 __________________________________________________ R2- - B - -- B - -- B - -- B - -10'-0"1 C 1 A 1 A 1 A 05.1409.14 LEVEL 01 0' - 0" ROOF 10' - 0" C-A C-B C-C C-D C-E C-F C-G C-H5 A4.02 __________________________________________________ R2- 891011121314 - B - - 1 A 1 A 1 C 1 A 3 B 4 C09.14 26.05 07.01 LEVEL 01 0' - 0" ROOF 10' - 0" 42 43 44 45 46 47 48 49 50 51 52 53 54 55 564 A4.01 __________________________________________________ 1 C 1 A R2- C C - B - -- B - - 1 A 1 A 09.14 05.14 ABCDEF O JACKSON | MAIN ARCHITECTURE P.S. © 2024 PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: KEYNOTES: SHEET NOTES: PROGRESS SET NOT FOR CONSTRUCTION 22145 DH AJ, BB, GH RM 2/13/2024 1:30:13 PMC:\Users\anne.judkis\Documents\Anytime SS_Springfield-R23_Anne.Judkis.rvtEXTERIOR ELEVATIONS - BUILDING C A3.03ANYTIME SELF STORAGESPRINGFIELDHIGH BANK ROAD + 52ND STREETSPRINGFIELD, OREGON 97478ANYTIME SELF STORAGE LLC2538 NE DIVISION ST.,BEND, OREGON 97703MATERIAL LEGEND: # NOTE 05.14 3 HR RATED FIRE WALL, 30" ABOVE ROOF PER OSSC 706.6 07.01 XXga, PRE-FINISHED (STEEL, ALUMINUM, PVC? PL/ PM TO SPECIFY) DOWNSPOUTS AND GUTTERS PER S.M.A.C.N.A. RECOMMENDATIONS, SIZED PER ROOF DRAINAGE CALCULATIONS; COLOR PER EXTERIOR ELEVATIONS 09.14 GUTTER, PAINT TO MATCH DRIP EDGE/TRIM 26.05 EXTERIOR WALL MOUNTED LIGHT, REF ELEC. 1/8" = 1'-0"2 EAST ELEVATION - BLDG C 1/8" = 1'-0"1 NORTH ELEVATION - BLDG C 1/8" = 1'-0"4 WEST ELEVATION - BLDG C 1/8" = 1'-0"3 SOUTH ELEVATION - BLDG C PROJECT NORTH TRUE NORTH 1" = 100'-0" KEY PLAN- C DATE NO. DESCRIPTION02/01/2023 BUILDING PERMIT A. REFER TO G0.01 FOR ABBREVIATIONS, SYMBOLS AND GENERAL PROJECT NOTES. B. LOCATIONS OF DOORS AND WALLS PER PLAN. REFER TO SCHEDULES FOR ADDITIONAL INFORMATION. C. COORDINATE ALL CONTROL JOINT LOCATIONS WITH ARCHITECT PRIOR TO INSTALL. D. GALVANIZE EXPOSED EXTERIOR STEEL MEMBERS, SIZE PER STRUCTURAL TOUCH-UP WELD BURNS WITH GALVANIZING PAINT PRIOR TO APPLYING FINISH. E. PROVIDE CONTINUOUS SUBSILLS WITH END DAMS, WELDED JOINTS AT ALL ALUMINUM FRAMING SYSTEMS. F. AT JOINTS BETWEEN DISSIMILAR MATERIALS, PROVIDE CONTINUOUS MINIMUM 3/8” BACKER ROD AND SEALANT. G. SUBMIT ALL EXTERIOR MATERIAL SAMPLES IN SINGLE SUBMITTAL. MATERIALS SUBMITTED SEPARATELY SHALL BE REJECTED. H. MAINTAIN CODE REQUIRED SEPARATION BETWEEN ALL EXHAUST DISCHARGES AND OPERABLE OPENINGS OR PROPERTY LINE. I. MAINTAIN CODE REQUIRED SEPARATION BETWEEN ALL EXHAUST DISCHARGES AND MECHANICAL INTAKES. J. ALL EXTERIOR FINISHES SHALL TERMINATE AT AN INTERIOR CORNER U.N.O. K. COORDINATE WITH ARCHITECT, CONSULTANTS AS NECESSARY LOCATION AND HEIGHTS OF EXTERIOR LOUVERS, HORNS, LIGHT FIXTURES, FIRE ALARM DEVICES PRIOR TO INSTALL. L. COORDINATE WITH MANUFACTURER ALL VERTICAL AND HORIZONTAL FIBER CEMENT PANELS JOINTS OR BATTENS PER EXTERIOR ELEVATIONS. M. EXTERIOR SOFFITS FINISH IS TO MATCH FASCIA U.N.O. N. DAMPPROOFING TO BE TROWELED-ON U.N.O. IN SPECIFICATIONS. O. EXPOSED CONCRETE WALL, COLUMNS, AND BEAMS FINISH CARBORUNDUM-RUBBED AND PAINTED, COLOR SELECTED BY ARCHITECT. P. WITHIN MASONRY WALLS: 1. EXTEND STEEL LINTELS MINIMUM 8" PAST EACH SIDE OF OPENING. PAINT ALL EXPOSED SURFACES BLACK 2. PROJECT ROWLOCK/ SOLDIER BRICK ACCENT BANDS 5/8" FROM ADJACENT FINISH FACE OF FACADE. 3. MASONRY WEEP HOLES AT 24" O.C., TYP. U.N.O. PER SPECIFICATIONS. Q. GENERAL NOTES LISTED ON THIS PAGE ARE NOT INTENDED TO BE AT THE EXCLUSION OF NOTES LISTED ELSEWHERE; THIS DOCUMENT SET IS MEANT TO BE COMPLEMENTARY, AND NOTES LISTED ON OTHER SHEETS MAY HAVE BEARING/APPLICATION TO WORK SHOWN ON THIS SHEET. # X # X PRODUCT COLOR PROFILE MANUFACTURER [#] PRODUCT: 1. CORRUGATED METAL SIDING 2. CMU 3. COPING [X] COLOR: A. COOL PARCHMENT B. OLD TOWN GRAY C. TAHOE BLUE D. LIGHT FIR [#] PROFILE/FINISH: 1. HR-36 2. SPLIT FACE 3. LONGBOARD 4. N/A [X] MANUFACTURER: A. AEP SPAN B. MUTUAL MATERIALS C. N/A NOTE:ALL COLORS INDICATED ARE SUBJECT TO CHANGE LEVEL 01 0' - 0" ROOF 10' - 0" D-AD-BD-CD-DD-ED-FD-GD-HD-ID-JD-KD-L 4 A4.02 __________________________________________________ 1 C 1 A R2- - B - - 1 2 3 4 5 6 7 - B - - 09.1405.14 1 A 1 A LEVEL 01 0' - 0" ROOF 10' - 0" 28293031323334353637383940415 A4.01 __________________________________________________ 1 C 1 A R2- - B - -- B - -- B - - 1 A 1 A 05.1409.14 LEVEL 01 0' - 0" ROOF 10' - 0" 28 29 30 31 32 33 34 35 36 37 38 39 40 415 A4.01 __________________________________________________ 1 C 1 A R2- D D - B - -- B - - 1 A 1 A 05.14 09.14 LEVEL 01 0' - 0" ROOF 10' - 0" D-A D-B D-C D-D D-E D-F D-G D-H D-I D-J D-K D-L4 A4.02 __________________________________________________ 1 C 1 A R2-1 A 1 A 891011121314151617 - B - - 09.1405.14 ABCDEF O JACKSON | MAIN ARCHITECTURE P.S. © 2024 PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: KEYNOTES: SHEET NOTES: PROGRESS SET NOT FOR CONSTRUCTION 22145 DH AJ, BB, GH RM 2/13/2024 1:30:18 PMC:\Users\anne.judkis\Documents\Anytime SS_Springfield-R23_Anne.Judkis.rvtEXTERIOR ELEVATIONS - BUILDING D A3.04ANYTIME SELF STORAGESPRINGFIELDHIGH BANK ROAD + 52ND STREETSPRINGFIELD, OREGON 97478ANYTIME SELF STORAGE LLC2538 NE DIVISION ST.,BEND, OREGON 97703MATERIAL LEGEND: # NOTE 05.14 3 HR RATED FIRE WALL, 30" ABOVE ROOF PER OSSC 706.6 09.14 GUTTER, PAINT TO MATCH DRIP EDGE/TRIM 1/8" = 1'-0"2 EAST ELEVATION - BLDG D 1/8" = 1'-0"1 NORTH ELEVATION - BLDG D 1/8" = 1'-0"3 SOUTH ELEVATION - BLDG D 1/8" = 1'-0"4 WEST ELEVATION - BLDG D PROJECT NORTH TRUE NORTH 1" = 100'-0" KEY PLAN- D DATE NO. DESCRIPTION02/01/2023 BUILDING PERMIT A. REFER TO G0.01 FOR ABBREVIATIONS, SYMBOLS AND GENERAL PROJECT NOTES. B. LOCATIONS OF DOORS AND WALLS PER PLAN. REFER TO SCHEDULES FOR ADDITIONAL INFORMATION. C. COORDINATE ALL CONTROL JOINT LOCATIONS WITH ARCHITECT PRIOR TO INSTALL. D. GALVANIZE EXPOSED EXTERIOR STEEL MEMBERS, SIZE PER STRUCTURAL TOUCH-UP WELD BURNS WITH GALVANIZING PAINT PRIOR TO APPLYING FINISH. E. PROVIDE CONTINUOUS SUBSILLS WITH END DAMS, WELDED JOINTS AT ALL ALUMINUM FRAMING SYSTEMS. F. AT JOINTS BETWEEN DISSIMILAR MATERIALS, PROVIDE CONTINUOUS MINIMUM 3/8” BACKER ROD AND SEALANT. G. SUBMIT ALL EXTERIOR MATERIAL SAMPLES IN SINGLE SUBMITTAL. MATERIALS SUBMITTED SEPARATELY SHALL BE REJECTED. H. MAINTAIN CODE REQUIRED SEPARATION BETWEEN ALL EXHAUST DISCHARGES AND OPERABLE OPENINGS OR PROPERTY LINE. I. MAINTAIN CODE REQUIRED SEPARATION BETWEEN ALL EXHAUST DISCHARGES AND MECHANICAL INTAKES. J. ALL EXTERIOR FINISHES SHALL TERMINATE AT AN INTERIOR CORNER U.N.O. K. COORDINATE WITH ARCHITECT, CONSULTANTS AS NECESSARY LOCATION AND HEIGHTS OF EXTERIOR LOUVERS, HORNS, LIGHT FIXTURES, FIRE ALARM DEVICES PRIOR TO INSTALL. L. COORDINATE WITH MANUFACTURER ALL VERTICAL AND HORIZONTAL FIBER CEMENT PANELS JOINTS OR BATTENS PER EXTERIOR ELEVATIONS. M. EXTERIOR SOFFITS FINISH IS TO MATCH FASCIA U.N.O. N. DAMPPROOFING TO BE TROWELED-ON U.N.O. IN SPECIFICATIONS. O. EXPOSED CONCRETE WALL, COLUMNS, AND BEAMS FINISH CARBORUNDUM-RUBBED AND PAINTED, COLOR SELECTED BY ARCHITECT. P. WITHIN MASONRY WALLS: 1. EXTEND STEEL LINTELS MINIMUM 8" PAST EACH SIDE OF OPENING. PAINT ALL EXPOSED SURFACES BLACK 2. PROJECT ROWLOCK/ SOLDIER BRICK ACCENT BANDS 5/8" FROM ADJACENT FINISH FACE OF FACADE. 3. MASONRY WEEP HOLES AT 24" O.C., TYP. U.N.O. PER SPECIFICATIONS. Q. GENERAL NOTES LISTED ON THIS PAGE ARE NOT INTENDED TO BE AT THE EXCLUSION OF NOTES LISTED ELSEWHERE; THIS DOCUMENT SET IS MEANT TO BE COMPLEMENTARY, AND NOTES LISTED ON OTHER SHEETS MAY HAVE BEARING/APPLICATION TO WORK SHOWN ON THIS SHEET. # X # X PRODUCT COLOR PROFILE MANUFACTURER [#] PRODUCT: 1. CORRUGATED METAL SIDING 2. CMU 3. COPING [X] COLOR: A. COOL PARCHMENT B. OLD TOWN GRAY C. TAHOE BLUE D. LIGHT FIR [#] PROFILE/FINISH: 1. HR-36 2. SPLIT FACE 3. LONGBOARD 4. N/A [X] MANUFACTURER: A. AEP SPAN B. MUTUAL MATERIALS C. N/A NOTE:ALL COLORS INDICATED ARE SUBJECT TO CHANGE LEVEL 01 0' - 0" ROOF 10' - 0" E-AE-E E-D E-C E-BE-I E-H E-G E-FE-K E-J 3 A4.02 __________________________________________________ 1 C 1 A R2-1 A 1 A 1 2 3 4 5 6 7 8 9 10 09.14 LEVEL 01 0' - 0" ROOF 10' - 0" 14151617186 A4.01 __________________________________________________13192021222324252627 1 A 1 A R2- - B - -- B - -- B - -1 C 1 A 09.14 LEVEL 01 0' - 0" ROOF 10' - 0" 14 15 16 17 18 6 A4.01 __________________________________________________13 19 20 21 22 23 24 25 26 27 1 C 1 A R2- E E - B - -- B - - 3 B 4 C 09.141 A 1 A LEVEL 01 0' - 0" ROOF 10' - 0" E-A E-EE-DE-CE-B E-IE-HE-GE-F E-KE-J3 A4.02 __________________________________________________ 1 C 1 A R2-1 A 1 A 11121314151617181920 09.14 ABCDEF O JACKSON | MAIN ARCHITECTURE P.S. © 2024 PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: KEYNOTES: SHEET NOTES: PROGRESS SET NOT FOR CONSTRUCTION 22145 DH AJ, BB, GH RM 2/13/2024 1:30:23 PMC:\Users\anne.judkis\Documents\Anytime SS_Springfield-R23_Anne.Judkis.rvtEXTERIOR ELEVATIONS - BUILDING E A3.05ANYTIME SELF STORAGESPRINGFIELDHIGH BANK ROAD + 52ND STREETSPRINGFIELD, OREGON 97478ANYTIME SELF STORAGE LLC2538 NE DIVISION ST.,BEND, OREGON 97703MATERIAL LEGEND: # NOTE 09.14 GUTTER, PAINT TO MATCH DRIP EDGE/TRIM 1/8" = 1'-0"2 EAST ELEVATION - BLDG E 1/8" = 1'-0"1 NORTH ELEVATION - BLDG E 1/8" = 1'-0"3 SOUTH ELEVATION - BLDG E 1/8" = 1'-0"4 WEST ELEVATION - BLDG E PROJECT NORTH TRUE NORTH 1" = 100'-0" KEY PLAN- E DATE NO. DESCRIPTION02/01/2023 BUILDING PERMIT A. REFER TO G0.01 FOR ABBREVIATIONS, SYMBOLS AND GENERAL PROJECT NOTES. B. LOCATIONS OF DOORS AND WALLS PER PLAN. REFER TO SCHEDULES FOR ADDITIONAL INFORMATION. C. COORDINATE ALL CONTROL JOINT LOCATIONS WITH ARCHITECT PRIOR TO INSTALL. D. GALVANIZE EXPOSED EXTERIOR STEEL MEMBERS, SIZE PER STRUCTURAL TOUCH-UP WELD BURNS WITH GALVANIZING PAINT PRIOR TO APPLYING FINISH. E. PROVIDE CONTINUOUS SUBSILLS WITH END DAMS, WELDED JOINTS AT ALL ALUMINUM FRAMING SYSTEMS. F. AT JOINTS BETWEEN DISSIMILAR MATERIALS, PROVIDE CONTINUOUS MINIMUM 3/8” BACKER ROD AND SEALANT. G. SUBMIT ALL EXTERIOR MATERIAL SAMPLES IN SINGLE SUBMITTAL. MATERIALS SUBMITTED SEPARATELY SHALL BE REJECTED. H. MAINTAIN CODE REQUIRED SEPARATION BETWEEN ALL EXHAUST DISCHARGES AND OPERABLE OPENINGS OR PROPERTY LINE. I. MAINTAIN CODE REQUIRED SEPARATION BETWEEN ALL EXHAUST DISCHARGES AND MECHANICAL INTAKES. J. ALL EXTERIOR FINISHES SHALL TERMINATE AT AN INTERIOR CORNER U.N.O. K. COORDINATE WITH ARCHITECT, CONSULTANTS AS NECESSARY LOCATION AND HEIGHTS OF EXTERIOR LOUVERS, HORNS, LIGHT FIXTURES, FIRE ALARM DEVICES PRIOR TO INSTALL. L. COORDINATE WITH MANUFACTURER ALL VERTICAL AND HORIZONTAL FIBER CEMENT PANELS JOINTS OR BATTENS PER EXTERIOR ELEVATIONS. M. EXTERIOR SOFFITS FINISH IS TO MATCH FASCIA U.N.O. N. DAMPPROOFING TO BE TROWELED-ON U.N.O. IN SPECIFICATIONS. O. EXPOSED CONCRETE WALL, COLUMNS, AND BEAMS FINISH CARBORUNDUM-RUBBED AND PAINTED, COLOR SELECTED BY ARCHITECT. P. WITHIN MASONRY WALLS: 1. EXTEND STEEL LINTELS MINIMUM 8" PAST EACH SIDE OF OPENING. PAINT ALL EXPOSED SURFACES BLACK 2. PROJECT ROWLOCK/ SOLDIER BRICK ACCENT BANDS 5/8" FROM ADJACENT FINISH FACE OF FACADE. 3. MASONRY WEEP HOLES AT 24" O.C., TYP. U.N.O. PER SPECIFICATIONS. Q. GENERAL NOTES LISTED ON THIS PAGE ARE NOT INTENDED TO BE AT THE EXCLUSION OF NOTES LISTED ELSEWHERE; THIS DOCUMENT SET IS MEANT TO BE COMPLEMENTARY, AND NOTES LISTED ON OTHER SHEETS MAY HAVE BEARING/APPLICATION TO WORK SHOWN ON THIS SHEET. # X # X PRODUCT COLOR PROFILE MANUFACTURER [#] PRODUCT: 1. CORRUGATED METAL SIDING 2. CMU 3. COPING [X] COLOR: A. COOL PARCHMENT B. OLD TOWN GRAY C. TAHOE BLUE D. LIGHT FIR [#] PROFILE/FINISH: 1. HR-36 2. SPLIT FACE 3. LONGBOARD 4. N/A [X] MANUFACTURER: A. AEP SPAN B. MUTUAL MATERIALS C. N/A NOTE:ALL COLORS INDICATED ARE SUBJECT TO CHANGE LEVEL 01 0' - 0" ROOF 10' - 0" F-AF-E F-D F-C F-BF-I F-H F-G F-FF-K F-J 2 A4.02 __________________________________________________ 1 C 1 A R2- F - B - - 1 A 1 A 1 2 3 4 5 6 7 09.14 - B - - 3 B 4 C LEVEL 01 0' - 0" ROOF 10' - 0" 11 10 9 8 7 6 5 4 3 2 17 A4.01 __________________________________________________ 1 C 1 A - B - - 09.14 1 A 1 A 3 B 4 C LEVEL 01 0' - 0" ROOF 10' - 0" 11109876543217 A4.01 __________________________________________________ 1 C 1 A R2-1 A 1 A - B - - 3 B 4 C 09.14 LEVEL 01 0' - 0" ROOF 10' - 0" F-A F-EF-DF-CF-B F-IF-HF-GF-F F-KF-J2 A4.02 __________________________________________________ 1 A 1 A R2- - B - - 3 B 4 C - B - - 09.14 1 C 1 A ABCDEF O JACKSON | MAIN ARCHITECTURE P.S. © 2024 PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: KEYNOTES: SHEET NOTES: PROGRESS SET NOT FOR CONSTRUCTION 22145 DH AJ, BB, GH RM 2/13/2024 1:30:27 PMC:\Users\anne.judkis\Documents\Anytime SS_Springfield-R23_Anne.Judkis.rvtEXTERIOR ELEVATIONS - BUILDING F A3.06ANYTIME SELF STORAGESPRINGFIELDHIGH BANK ROAD + 52ND STREETSPRINGFIELD, OREGON 97478ANYTIME SELF STORAGE LLC2538 NE DIVISION ST.,BEND, OREGON 97703MATERIAL LEGEND: # NOTE 09.14 GUTTER, PAINT TO MATCH DRIP EDGE/TRIM 1/8" = 1'-0"2 EAST ELEVATION - BLDG F 1/8" = 1'-0"1 NORTH ELEVATION - BLDG F 1/8" = 1'-0"3 SOUTH ELEVATION - BLDG F 1/8" = 1'-0"4 WEST ELEVATION - BLDG F PROJECT NORTH TRUE NORTH 1" = 100'-0" KEY PLAN- F DATE NO. DESCRIPTION02/01/2023 BUILDING PERMIT A. REFER TO G0.01 FOR ABBREVIATIONS, SYMBOLS AND GENERAL PROJECT NOTES. B. LOCATIONS OF DOORS AND WALLS PER PLAN. REFER TO SCHEDULES FOR ADDITIONAL INFORMATION. C. COORDINATE ALL CONTROL JOINT LOCATIONS WITH ARCHITECT PRIOR TO INSTALL. D. GALVANIZE EXPOSED EXTERIOR STEEL MEMBERS, SIZE PER STRUCTURAL TOUCH-UP WELD BURNS WITH GALVANIZING PAINT PRIOR TO APPLYING FINISH. E. PROVIDE CONTINUOUS SUBSILLS WITH END DAMS, WELDED JOINTS AT ALL ALUMINUM FRAMING SYSTEMS. F. AT JOINTS BETWEEN DISSIMILAR MATERIALS, PROVIDE CONTINUOUS MINIMUM 3/8” BACKER ROD AND SEALANT. G. SUBMIT ALL EXTERIOR MATERIAL SAMPLES IN SINGLE SUBMITTAL. MATERIALS SUBMITTED SEPARATELY SHALL BE REJECTED. H. MAINTAIN CODE REQUIRED SEPARATION BETWEEN ALL EXHAUST DISCHARGES AND OPERABLE OPENINGS OR PROPERTY LINE. I. MAINTAIN CODE REQUIRED SEPARATION BETWEEN ALL EXHAUST DISCHARGES AND MECHANICAL INTAKES. J. ALL EXTERIOR FINISHES SHALL TERMINATE AT AN INTERIOR CORNER U.N.O. K. COORDINATE WITH ARCHITECT, CONSULTANTS AS NECESSARY LOCATION AND HEIGHTS OF EXTERIOR LOUVERS, HORNS, LIGHT FIXTURES, FIRE ALARM DEVICES PRIOR TO INSTALL. L. COORDINATE WITH MANUFACTURER ALL VERTICAL AND HORIZONTAL FIBER CEMENT PANELS JOINTS OR BATTENS PER EXTERIOR ELEVATIONS. M. EXTERIOR SOFFITS FINISH IS TO MATCH FASCIA U.N.O. N. DAMPPROOFING TO BE TROWELED-ON U.N.O. IN SPECIFICATIONS. O. EXPOSED CONCRETE WALL, COLUMNS, AND BEAMS FINISH CARBORUNDUM-RUBBED AND PAINTED, COLOR SELECTED BY ARCHITECT. P. WITHIN MASONRY WALLS: 1. EXTEND STEEL LINTELS MINIMUM 8" PAST EACH SIDE OF OPENING. PAINT ALL EXPOSED SURFACES BLACK 2. PROJECT ROWLOCK/ SOLDIER BRICK ACCENT BANDS 5/8" FROM ADJACENT FINISH FACE OF FACADE. 3. MASONRY WEEP HOLES AT 24" O.C., TYP. U.N.O. PER SPECIFICATIONS. Q. GENERAL NOTES LISTED ON THIS PAGE ARE NOT INTENDED TO BE AT THE EXCLUSION OF NOTES LISTED ELSEWHERE; THIS DOCUMENT SET IS MEANT TO BE COMPLEMENTARY, AND NOTES LISTED ON OTHER SHEETS MAY HAVE BEARING/APPLICATION TO WORK SHOWN ON THIS SHEET.