256103-Bailey Ridge Park Development, Phase 1

256103-Bailey Ridge Park Development, Phase 1 1,000,000- 1,300,000 256103-Bailey Ridge Park Fencing 256103-Bailey Ridge Park Soil 256103-Bailey Ridge Park Water 256103-Bailey Ridge Park Park Equipment 256103-Bailey Ridge Park Bicycle Rack CONTEXT MAP SHEET INDEX BAILEY RIDGE PARK RESTORATION ANDPATHWAY PROJECT CITY OF SALEMPRIME CONSULTANT:LANDSCAPE ARCHITECTURE,PERMITTING, ENGINEERING ENVIRONMENTAL SCIENCE ASSOCIATES819 SE MORRISON STREET SUITE 310PORTLAND, OR 97214(503) 274-2010PROJECT MANAGER: MATTHEW CRAMPTON, RLAPROJECT ENGINEER: CHAD MCKINNEY, PE, CFM BID SETFEBRUARY 2026 PROJECT MANAGER: TONY J. OU,ENGINEERING ASSOCIATE VICINITY MAPSCALE: NOT TO SCALE SCALE: NOT TO SCALE N N FILE: P:\01 CAD\2022xxxxx\D202200371.02 - City of Salem Bailey Ridge Park\DWG\BRP-COVER.dwg PLOT DATE: 2/23/2026 2:26:21 PM PLOTTED BY: THOMAS FISCHER SURVEYOTAK808 SW THIRD AVE., SUITE 800PORTLAND, OR 97204(503) 415 2332CONTACT:SUE TSOI, PLS CULTURAL RESOURCE STUDYHISTORICAL RESEARCH ASSOCIATES59 E. 14TH AVEEUGENE, OR 97401(206) 898 5781CONTACT:BRADLEY BOWDEN, PRINCIPAL ARCHAEOLOGIST PROJECT LOCATION PROJECT LOCATION NOTICE TO EXCAVATORS:ATTENTION: OREGON LAW REQUIRES YOU TOFOLLOW RULES ADOPTED BY THE OREGONUTILITY NOTIFICATION CENTER. THOSE RULESARE SET FORTH IN OAR 952-001-0010 THROUGHOAR 952-001-0090. YOU MAY OBTAIN COPIES OFTHE RULES BY CALLING THE CENTER.(NOTE: THE TELEPHONE NUMBER FOR THEOREGON UTILITY NOTIFICATION CENTER IS(503)-232-1987. Dig Safely.POTENTIAL UNDERGROUND FACILITY OWNERS Call the Oregon One-Call Center1-800-332-2344 1457 23RD ST. SESALEM, OR 97302 Page NumberSheet NumberSheet Title1 G0.0COVER SHEET2 G1.0GENERAL NOTES3 G2.0EXISTING CONDITIONS4 G3.0CONTRUCTION ACCESS, STAGING, AND TESC PLAN5 G4.0DEMOLITION & TREE PROTECTION NOTES6 G4.1DEMOLITION & TREE PROTECTION PLAN7 C1.0SITE PLAN8 C2.0SWALE PROFILE AND SECTIONS9 L1.0PATH GRADING PLAN10 L2.0MATERIALS & LAYOUT PLAN - EAST11 L2.1MATERIALS & LAYOUT PLAN - WEST12 L3.0IRRIGATION PLAN13 L4.0PLANTING LEGENDS & NOTES14 L4.1SEEDING LEGENDS15 L4.2PLANTING PLAN16 L4.3SOIL TREATMENT PLAN17 C3.0DROP STRUCTURE DETAILS18 C3.1TESC DETAILS 119 C3.2TESC DETAILS 220 C3.3TESC DETAILS 321 L5.1LANDSCAPE DETAILS 122 L5.2LANDSCAPE DETAILS 223 L5.3LANDSCAPE DETAILS 324 L6.1COIR FABRIC DETAILS 125 L7.1IRRIGATION DETAILS 126 L8.1PLANTING DETAILS 127 L8.2PLANTING DETAILS 2 UTILITY CONTACTSCITY OF SALEMPUBLIC WORKS DEPARTMENT503-588-6211CITY OF SALEMPUBLIC WORKS DISPATCH503-588-6311PGE SERVICE COORDINATION503-323-6700PGE (LIGHTING)JEFF STEIGLEDER503-672-5462SALEM ELECTRICOFFICE 503-362-3601NW NATURAL GASOFFICE 503-226-4211CENTURYLINKOFFICE 888-320-3452COMCAST CABLE TVCHRIS CRANFORD503-476-2477 CITY OF SALEM REVIEWED BY _____________________________________________ DATEAPPROVED BY _____________________________________________ DATE AARON KIMSEY, PE ALLEN DANNEN, PE 819 SE MORRISON STREET,STE. 310PORTLAND, OR 97214OFFICE - 503.274.2010 WWW.ESASSOC.COM STAMP OWNER PHASE SHEET TITLE SHEET NUMBER ISSUE DATEPROJECT # REVISIONS SHEETOF PROJECT NAME #DATEDESCRIPTION SCALE IS AS SHOWN WHENPLOTTED TO FULL SIZE (22"x34")1"BID SET FEBRUARY 2026D202200371.02 DRAWNCHECKEDAPPROVED BY BAILEYRIDGE PARKRESTORATIONANDPATHWAYPROJECTTAXLOT NUMBER:083W06CC13900 27 EXPIRES: 12/31/2026 OREGON94596PEREGISTERED PROFESSIONAL CHAD D. MCKINNEYMar. 14, 2019 ENGINEER SIGNED ON:12/22/2025 FILE: P:\01 CAD\2022xxxxx\D202200371.02 - City of Salem Bailey Ridge Park\DWG\GENERAL NOTES.dwg PLOT DATE: 2/20/2026 2:26:48 PM PLOTTED BY: THOMAS FISCHER GENERAL NOTES G1.02 MFN/TTFCMMAC 1.ALL CONSTRUCTION SHALL BE TO CITY OF SALEM STANDARDS, THE STANDARD CONSTRUCTIONSPECIFICATIONS (SCS), AND SPECIAL PROVISIONS DEVELOPED FOR THIS PROJECT.2.REFERENCE STANDARD CONSTRUCTION SPECIFICATIONS (SCS) FOR REQUIREMENTS REGARDINGPROTECTION OF EXISTING FACILITIES AND TREES.3.REFERENCE SCS FOR LIST OF ANTICIPATED SUBMITTALS.4.REFERENCE SCS FOR REQUIREMENTS REGARDING OPERATION OF EXISTING WATER VALVES.5.REFERENCE SCS FOR TRAFFIC PROTECTION AND CONTROL REQUIREMENTS.6.ALL UTILITIES SHOWN ARE APPROXIMATE AND SHOWN FOR REFERENCE ONLY. CONTRACTOR ISRESPONSIBLE FOR LOCATING AND PROTECTING ALL UTILITIES.7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE INTEGRITY OF ADJACENTUTILITIES WHICH MAY INCLUDE, BUT ARE NOT LIMITED TO, WATER, POWER, SEWER, STORM, ANDCOMMUNICATIONS.8.UTILITY COORDINATION:THE LOCATION AND DESCRIPTION OF EXISTING UTILITIES SHOWN ARE COMPILED FROM AVAILABLE RECORDS AND/OR FIELD SURVEYS. THE CITY OR UTILITY COMPANIES DO NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF SUCH RECORDS.ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITYNOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503)-232-1987).(A). PROVISIONS SHALL BE MADE BY THE CONTRACTOR TO KEEP ALL EXISTING UTILITIES IN SERVICE AND PROTECT THEM DURING CONSTRUCTION.(B). UTILITIES, OR INTERFERING PORTIONS OF UTILITIES, THAT ARE ABANDONED IN PLACE SHALL BE REMOVED BY THE CONTRACTOR TO THE EXTENT NECESSARY TO ACCOMPLISH THE WORK.THE CONTRACTOR SHALL PLUG THE REMAINING EXPOSED ENDS OF ABANDONED UTILITIES.9.REFERENCE THE SCS FOR ANY ADDITIONAL UTILITY COORDINATION REQUIREMENTS.10.PROTECT ALL ROOTS TWO INCHES IN DIAMETER AND LARGER. TRIM TREES, SHRUBS, AND HEDGESONLY AS DIRECTED BY THE CITY OF SALEM ARBORIST AND OWNER'S REPRESENTATIVE. IF ROOTSOF THIS SIZE ARE ENCOUNTERED DURING CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALLSTOP WORK IN THAT AREA AND IMMEDIATELY NOTIFY THE CITY ARBORIST AND OWNER'SREPRESENTATIVE. NO CUTTING, PRUNING, OR REMOVAL OF ROOTS GREATER THAN OR EQUAL TOTWO INCHES IN DIAMETER SHALL OCCUR WITHOUT WRITTEN DIRECTION OF THE CITY OF SALEMARBORIST OR OWNER'S REPRESENTATIVE.11.CONTRACTOR SHALL PROVIDE THE OWNER'S REPRESENTATIVE WITH MINIMUM 48 HOURS NOTICEPRIOR TO NEEDING THE OWNER'S REPRESENTATIVE ON SITE. COORDINATE WITH THE OWNER'SREPRESENTATIVE TO REVIEW INSTALLATION OF PROPOSED PROJECT FEATURES AS NEEDED.12.ALL CONSTRUCTION SHALL CONFORM TO CITY OF SALEM'S OREGON DEPARTMENT OFENVIRONMENTAL QUALITY PERMIT NO. 1200-CA.13.CONTACT THE CITY OF SALEM'S REPRESENTATIVE IMMEDIATELY IF UNANTICIPATED CONTAMINATIONIS ENCOUNTERED DURING CONSTRUCTION.14.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETYDEVICES,PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THELIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THEPERFORMANCE OF WORK COVERED BY THE CONTRACTOR.15.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY INCLUDING PROTECTION OF WORKAND SITE AGAINST VANDALISM, THEFT, AND UNAUTHORIZED ACCESS.16.THE CONTRACTOR SHALL NOTIFY RESIDENTS AND BUSINESSES SEVENTY-TWO (72) HOURS INADVANCE OF ANY WORK AFFECTING ACCESS OR SERVICE, AND SHALL MINIMIZE INTERRUPTIONS TODRIVEWAYS FOR RESIDENTS ADJACENT TO THE PROJECT SITES.17.ALL LAWN AND VEGETATED AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO ANIN-KIND CONDITION MATCHING EXISTING CONDITIONS PRIOR TO DISTURBANCE, AT NO ADDITIONALCOST TO THE CITY, USING COMPARABLE SPECIES, MATERIALS, AND FINISHES UNLESS OTHERWISEDIRECTED BY THE CITY OF SALEM OR OWNER'S REPRESENTATIVE.18.DISTURBANCE OR DAMAGE TO OTHER PROPERTY ON ADJACENT PARCELS OR IN THE PUBLIC RIGHTOF WAY SHALL BE RESTORED TO AN IN-KIND CONDITION MATCHING EXISTING CONDITIONS PRIOR TODISTURBANCE, AT NO ADDITIONAL COST TO THE CITY, USING COMPARABLE SPECIES, MATERIALS,AND FINISHES UNLESS OTHERWISE DIRECTED BY THE CITY OF SALEM OR OWNER'SREPRESENTATIVE.19.A COPY OF THE APPROVED PLANS SHALL BE ONSITE DURING CONSTRUCTION AT ALL TIMES.20.THE CONTRACTOR SHALL NOT COMMENCE WORK UNTIL WRITTEN AUTHORIZATION TO PROCEEDHAS BEEN PROVIDED BY THE CITY OF SALEM.21.THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF SALEM ON OBTAINING ALL PROJECTPERMITS PRIOR TO STARTING CONSTRUCTION.22.ALL WORK SHALL TAKE PLACE WITHIN THE BOUNDARIES OF PARCEL 3801. NO WORK SHALL TAKEPLACE ON ADJACENT PROPERTIES. 1.ENVIRONMENTAL SCIENCE ASSOCIATES IS NOT RESPONSIBLE FOR DESIGN AND CONSTRUCTION REVIEW SERVICES RELATING TO THECONTRACTORS SAFETY PRECAUTIONS OR MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES USED FOR THE CONTRACTOR TOPERFORM THEIR WORK.2.THE CONTRACTOR SHALL MAINTAIN COMPLIANCE WITH PROJECT PERMITS ANY IN-WATER WORK WINDOW REQUIREMENTS ISSUED IN PERMITSBY THE DEPARTMENT OF STATE LANDS, U.S. ARMY COPS OF ENGINEERS, AND THE OREGON DEPARTMENT OF FISH AND WILDLIFE.3.DUE TO THE DEGRADABLE NATURE OF SOME OF THE PROPOSED PROJECT MATERIALS, ENVIRONMENTAL SCIENCE ASSOCIATES DOES NOTGUARANTEE THE LIFESPAN OF INSTALLED SITE FEATURES AND THE STABILIZATION SUCCESS OF THE PROJECT. SUPPLEMENTAL PROJECTMONITORING FOLLOWING THE COMPLETION OF CONSTRUCTION WILL NEED TO BE CONDUCTED TO DETERMINE PROJECT SUCCESS INSTABILIZING THE ON-GOING EROSION OF THE SWALE'S BANKS AND BED.4.CONTRACTOR SHALL VERIFY EXISTING SITE FEATURES AND DISCUSS POSSIBLE CONSTRUCTION CONFLICTS WITH PROJECT REPRESENTATIVEPRIOR TO START OF WORK.5.CONTRACTOR SHALL LIMIT MACHINERY MOVEMENT AND DISTURBANCE TO STAGING AREAS OR TEMPORARY ACCESS CORRIDORS, AS SHOWNON THE DRAWINGS OR AS APPROVED BY THE CITY OF SALEM AND THE LANDOWNER.6.FIELD VERIFY WITH THE ENGINEER ALL DROP STRUCTURE LOCATIONS, LENGTHS, WIDTHS, AND ELEVATIONS PRIOR TO EXCAVATION,ASSEMBLY, AND INSTALLATION OF EACH FEATURE.7.EQUIPMENT AND MATERIAL STAGING AREAS TO BE LOCATED AS SHOWN ON THE PLANS. EQUIPMENT AND MATERIAL SHALL NOT BE STOREDOUTSIDE THE IDENTIFIED STAGING AREA EXTENTS, UNLESS APPROVED BY PROJECT REPRESENTATIVE.8.THE MIGRATORY BIRD NESTING PERIOD FOR THE CITY OF SALEM IS MARCH 1ST TO AUGUST 31ST. IF CONSTRUCTION ACTIVITIES ARE TOCOMMENCE WITHIN THIS TIME FRAME, THE CONTRACTOR MUST CONTACT THE CITY OF SALEM TO PERFORM A BIRD NEST SURVEY PRIOR TOCONSTRUCTION ACTIVITIES COMMENCING. APPROXAPPROXIMATEBMPBEST MANAGEMENT PRACTICECONCCONCRETEDBHDIAMETER AT BREAST HEIGHTDEQDEPARTMENT OF ENVIRONMENTAL QUALITYDIADIAMETERE EASTINGEGEXISTING GRADEEJ EXPANSION JOINTEL ELEVATIONEQEQUALESCEROSION & SEDIMENT CONTROLEXEXISTINGFGFINISHED GRADEFT FEETHORIZHORIZONTALIN INCHESLF LINEAR FEETMAXMAXIMUMMINMINIMUMNAD83 NORTH AMERICAN DATUM OF 1983NAVD88NORTH AMERICAN VERTICAL DATUM OF 1988NENORTHEASTNGVD29NATIONAL GEODETIC VERTICAL DATUM OF 1929N NORTHINGNO NUMBERNTSNOT TO SCALENWNORTHWESTOCON CENTERODOTOREGON DEPARTMENT OF TRANSPORTATIONOFFOFFSETOHWORDINARY HIGH WATERPEPROFESSIONAL ENGINEERPIPPROTECT IN PLACEPVCPOLYVINYL CHLORIDESCSSTANDARD CONSTRUCTION SPECIFICATIONSSHTSHEETSJ SCORE JOINTSTASTATIONTESCTEMPORARY EROSION AND SEDIMENT CONTROLTYPTYPICALV VERTICALVIFVERIFY IN FIELD GENERAL NOTES PROJECT CONSTRUCTION NOTES ABBREVIATIONS PROJECT DATUM1.HORIZONTAL DATUM: NAD83 OREGON STATE PLANE NORTH, INTERNATIONAL FEET2.VERTICAL DATUM: FEET NAVD88 SS SS SS SS SS SS SS SS SS SD SD SD SD SD SD SD SD SD SD SD S X X X X X X X X X X X X X X X X X X P P P P P P P P P P P P P P S D D W W P P P P P P W W W W W W W W W W W W W GG G G SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA W WSA SA SA SA W WWW W W SA SA SA SA SA SA SA SA SA WET WET WET WET WET WETWETWETWETWETWETWETWETWETWETWETWET WET WET WETWETWETWET WET WET WET WET WET WET WET WET WETWET WET WET WET WETWETWET W W W W WET WETWETWETWETWET WETWET W W W OHW OHW OHWOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWOHW OHW OHW OHW OHW OHW OHWOHWOHW OHW OHW OHW OHW OHW OHW OHW OHW OHWOHW OHW OHW CHAMBERS SWALEEXISTING TOP OFBANK, TYP. APPROXIMATE LOCATION OF 15'WIDE PUBLIC ACCESS EASEMENT WETLAND 50' WETLAND BUFFER, TYP. 50' STREAMBUFFER 50' STREAM BUFFER, TYP. 4-FTKNICKPOINT FLOW 02-01 02-0202-03 02-0402-05 02-06 02-07 02-08 02-0902-1002-11 02-12 02-1302-14 02-1502-16 02-17 02-1802-19 02-19 02-20 02-20 02-21 S TAYSIDE STREET S ROGUE AVE 02-04 235 240 245 250 232 233234 236 237 238239 241242243244 246247248249 251 252253 PROPERTY LINE EXISTING LEGEND FENCEX TOP OF BANKORDINARY HIGH WATER50' WETLAND BUFFERW SWALE CENTERLINE WETLANDWET CONIFEROUS TREEDECIDUOUS TREE MINOR CONTOURMAJOR CONTOUR TREE - APPROX LOCATION, VIF 50' STREAM BUFFERSA SA OHWOHW P POWER LINE KEY NOTES24" PVC STORM PIPECONCRETE SIDEWALKWATER LINEPOWER LINEGAS LINESTORM DRAIN LINESANITARY SEWER LINEGRAVELLITTLE LIBRARYBENCHINFORMATION BOARDPAVERSCONCRETE SIDEWALKCONCRETE CURB AND GUTTERSTORM MANHOLEFIRE HYDRANTWATER VALVESTORM DRAINLIGHT POLEELECTRICAL VAULTFENCE 02-0102-0202-0302-0402-0502-0602-0702-0802-0902-1002-1102-1202-1302-1402-1502-1602-1702-1802-1902-2002-21 819 SE MORRISON STREET,STE. 310PORTLAND, OR 97214OFFICE - 503.274.2010 WWW.ESASSOC.COM STAMP OWNER PHASE SHEET TITLE SHEET NUMBER ISSUE DATEPROJECT # REVISIONS SHEETOF PROJECT NAME #DATEDESCRIPTION SCALE IS AS SHOWN WHENPLOTTED TO FULL SIZE (22"x34")1"BID SET FEBRUARY 2026D202200371.02 DRAWNCHECKEDAPPROVED BY BAILEYRIDGE PARKRESTORATIONANDPATHWAYPROJECTTAXLOT NUMBER:083W06CC13900 27 EXPIRES: 12/31/2026 OREGON94596PEREGISTERED PROFESSIONAL CHAD D. MCKINNEYMar. 14, 2019 ENGINEER SIGNED ON:12/22/2025 FILE: P:\01 CAD\2022xxxxx\D202200371.02 - City of Salem Bailey Ridge Park\DWG\EXISTING CONDITIONS.dwg PLOT DATE: 2/20/2026 2:26:56 PM PLOTTED BY: THOMAS FISCHER EXISTINGCONDITIONS G2.03 MFN/TTFMACMAC 1- EXISTING CONDITIONS NSCALE0 FEET1"=30'3015 30 60 SS SS SS SS SS SS SS SS SS SD SD SD SD SD SD SD SD SD SD SD S X X X X X X X X X X X X X X X X X X P P P P P P P P P P P P P P S D D W W P P P P P P W W W W W W W W W W W W W GG G G SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA W WSA SA SA SA W WWW W W SA SA SA SA SA SA SA SA SA WET WET WET WET WET WETWETWETWETWETWETWETWETWETWETWETWET WET WET WETWETWETWET WET WET WET WET WET WET WET WET WETWET WET WET WET WETWETWET W W W W WET WETWETWETWETWET WETWET W W W OHW OHW OHWOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWOHW OHW OHW OHW OHW OHW OHWOHWOHW OHW OHW OHW OHW OHW OHW OHW OHW OHWOHW OHW OHW FLOW SF SFSFSFSFSFSFSF SF SF SF SF SF SF SF SFSFSFSFSF APPROX. EXTENTSOF GRADING, TYP. APPROXIMATE CONSTRUCTION CORRIDOR.AREAS DISTURBED BY CONSTRUCTIONSHALL BE MULCHED, TYP. SEE SPECS 24" PVCSTORM PIPE EXISTING TOP OFBANK, TYP. APPROXIMATE LOCATION OF 15' WIDE PUBLIC ACCESS EASEMENT. CONSTRUCTION ACCESS FOR PARK IMPROVEMENT PROVIDED ONLY FROMPARK PROPERTY, UNLESS APPROVED IN WRITING BY THE CITY OF SALEM STABILIZED CONSTRUCTIONENTRANCE, TYP. CHAMBERS SWALETEMPORARY ACCESS ROAD PROPOSED TEMPORARY STREAMCROSSING OF CHAMBERS SWALE SEDIMENT FENCE, TYP. STRAW WATTLE, TYP. PROPOSED STAGING AREA UNDERGROUNDPOWER LINE, TYP. WETLAND LIMIT OF WORK WORK ADJACENT TO WETLAND IS LIMITEDTO PLANTING ONLY, SEE SHT #### 50' WETLANDBUFFER, TYP. 50' STREAM BUFFER, TYP. CHAMBERS SWALE STREAM BYPASSPIPE TEMPORARYFLOW DIVERSION OUTLET PROTECTION FORDIVERSION 235 240 245 250 231232233 234 236 237 238239 241242243244 246247248249 251 S TAYSIDE STREET INLET PROTECTION, TYP.PROPERTY LINE EXISTING LEGEND FENCEX TOP OF BANKORDINARY HIGH WATER50' WETLAND BUFFERW SWALE CENTERLINE WETLANDWET CONIFEROUS TREEDECIDUOUS TREE MINOR CONTOURMAJOR CONTOUR TREE - APPROX LOCATION, VIF 50' STREAM BUFFERSA SA OHWOHW P POWER LINE SFSFSFSF STRAW WATTLESEDIMENT FENCESTREAM BYPASS PIPECONSTRUCTION ACCESSSTAGING AREACONSTRUCTION ENTRANCE SITE IMPROVEMENT LEGENDDEER BROWSE FENCEWORK LIMIT 819 SE MORRISON STREET,STE. 310PORTLAND, OR 97214OFFICE - 503.274.2010 WWW.ESASSOC.COM STAMP OWNER PHASE SHEET TITLE SHEET NUMBER ISSUE DATEPROJECT # REVISIONS SHEETOF PROJECT NAME #DATEDESCRIPTION SCALE IS AS SHOWN WHENPLOTTED TO FULL SIZE (22"x34")1"BID SET FEBRUARY 2026D202200371.02 DRAWNCHECKEDAPPROVED BY BAILEYRIDGE PARKRESTORATIONANDPATHWAYPROJECTTAXLOT NUMBER:083W06CC13900 27 EXPIRES: 12/31/2026 OREGON94596PEREGISTERED PROFESSIONAL CHAD D. MCKINNEYMar. 14, 2019 ENGINEER SIGNED ON:12/22/2025 FILE: P:\01 CAD\2022xxxxx\D202200371.02 - City of Salem Bailey Ridge Park\DWG\CONTRUCTION ACCESS AND STAGING.dwg PLOT DATE: 2/20/2026 2:27:09 PM PLOTTED BY: THOMAS FISCHER CONTRUCTIONACCESS, STAGING,AND TESC PLAN G3.04 MFN/TTFMACMAC 1- CONSTRUCTION ACCESS, STAGING, AND TESC PLAN NSCALE0 FEET1"=30'3015 30 60 3C3.1 1.THE TESC PLAN IS A SUGGESTED LAYOUT. THECONTRACTOR SHALL BE RESPONSIBLE FORIMPLEMENTING ALL TEMPORARY EROSIONCONTROL MEASURES. THE EROSION CONTROLMEASURES SHALL BE IN ACCORDANCE WITH ALLFEDERAL, STATE, AND LOCAL REQUIREMENTS.THE CONTRACTOR SHALL BE RESPONSIBLE FORTHE MAINTENANCE AND PERFORMANCE OF THETEMPORARY EROSION CONTROL MEASURESTHROUGHOUT THE DURATION OF THE PROJECT.2.THE CONTRACTOR SHALL BE RESPONSIBLE FORMANAGING CONSTRUCTION ACTIVITIES TOENSURE THAT PUBLIC STREETS ANDRIGHT-OF-WAYS ARE KEPT CLEAN OF MUD,DUST, AND DEBRIS. DUST ABATEMENT SHALL BEMAINTAINED BY ADEQUATE WATERING OF THESITE BY THE CONTRACTOR OR OTHERAPPLICABLE BMP'S.3.THE CONTRACTOR SHALL SUBMIT ACONSTRUCTION ACCESS AND STAGING PLANTHAT MEETS THE SPECIFIC REQUIREMENT FORWORK SITE ACCESS ENCUMBRANCES ANDRESTRICTOINS, SEE SECTION 171.41 OF THESPECIAL PROVISIONS.4.THE CONTRACTOR IS RESPONSIBLE FORPROTECTING TREES AND THEIR ROOT SYSTEMSAS SHOWN IN THE PLANS AND SPECIFICATIONS.THE CONTRACTOR SHALL BEAR ALL COSTS FORDAMAGE OR REMOVAL OF TREES.5.ANY STOCKPILING THAT MAY REQUIRECOVERING FOR LESS THAN 30 DAYS SHALLUTILIZE PLASTIC COVERING PER DETAIL 2 ONSHEET C3.2. 4C3.1 1C3.1 TESC NOTES 1.THE CONTRACTOR IS RESPONSIBLE FORDEVELOPING A WORK AREA ISOLATION ANDSTREAM DIVERSION PLAN DETAILING ANYPOTENTIAL DEWATERING ACTIVITIES OR PIPEFLOW DIVERSIONS, INCLUDING HOW TO MANAGEDISCHARGES AND MEET PERMIT REQUIREMENTSFOR TURBIDITY MONITORING. SEE SECTION 245OF THE SPECIAL PROVISIONS FOR DETAILS ONTHE WORK AREA ISOLATION AND STREAMDIVERSION PLAN SUBMITTAL REQUIREMENTS.2.THE DEWATERING SCHEMATIC SHOWN ON THISSHEET IS A MEANS OF TREATING DEWATERINGDISCHARGE. THE FINAL METHODS ARE THECONTRACTOR'S RESPONSIBILITY TO IMPLEMENTIN A MANNER THAT COMPLIES WITH 1200-CAPERMIT CONDITIONS. THE CONTRACTOR SHALLMONITOR AREAS DOWNSLOPE FROMDEWATERING DISCHARGE FOR EROSION ANDTURBIDITY AND SHALL MAKE ADJUSTMENTS ASNEEDED TO COMPLY WITH TURBIDITY LIMITS. DEWATERING NOTES 1C3.3 1.ACCESS ROADS TO BE ROUTED TO MINIMIZEVEGETATION DISTURBANCE AS SHOWN ON THEPLANS.2.ACCESS ROAD SHALL BE MAINTAINED BY MINORGRADING AND IMPORTATION OF WOOD CHIPS,GRAVEL, AND/OR QUARRY SPALLS.3.ACCESS ROAD SHALL SERVING THE CHAMBERSSWALE AREA SHALL BE, DECONSTRUCTED,DECOMPACTED, AND SCARIFIED, TO PREVENTFUTURE ACCESS AT THE TERMINATION OF WORKAND BE PREPARED FOR PLANTING RESTORATION.SEE PLANTING PLANS.4.IF UTILIZED, QUARRY SPALLS SHALL BEUNDERLAIN WITH A GEOTEXTILE AND REMOVEDAT TERMINATION OF WORK.5.SEE SECTION 171.41 OF THE SPECIAL PROVISIONSFOR THE CONSTRUCTION ACCESS AND STAGINGPLAN SUBMITTAL REQUIREMENTS AND WORK SITEACCESS ENCUMBRANCES AND RESTRICTIONS.. ACCESS ROAD NOTES 1C3.2 5C3.24C3.2 1.THE CONTRACTOR SHALL SUBMIT A TEMPORARY TRAFFIC CONTROL PLAN INCLUDING IDENTIFICATION OF STAGINGAND STOCKPILE AREAS FOR APPROVAL BY OWNERS REPRESENTATIVE PRIOR TO COMMENCEMENT OFCONSTRUCTION ACTIVITIES. SEE SECTION 202 OF THE SPECIAL PROVISIONS FOR DETAIL ON THE TEMPORARYTRAFFIC CONTROL PLAN SUBMITTAL.2.THE CONTRACTOR SHALL INCLUDE IN THE BID THE COST OF REMOVING ANY EXISTING SITE FEATURES ANDAPPURTENANCES NECESSARY TO ACCOMPLISH THE CONSTRUCTION OF THE PROPOSED SITE IMPROVEMENTS ANDTHE COST NECESSARY TO RESTORE SUCH ITEMS IF THEY ARE SCHEDULED TO REMAIN AS PART OF THE FINAL SITEIMPROVEMENTS.3.THE CITY OF SALEM RESERVES THE RIGHT TO REVIEW ALL MATERIALS DESIGNATED FOR REMOVAL AND TO RETAINOWNERSHIP OF SUCH MATERIALS. IF THE CITY OF SALEM RETAINS ANY MATERIAL, THE CONTRACTOR SHALL MAKEARRANGEMENTS WITH THE CITY OF SALEM TO HAVE THOSE MATERIALS REMOVED OFF SITE AT NO ADDITIONALCOST. SALVAGED ITEMS ARE TO BE PROVIDED TO THE CITY OF SALEM.4.UNLESS SPECIFICALLY NOTED TO BE PRESERVED, STOCKPILED, REUSED, OR RELOCATED, ALL SITE FEATURESSHALL BE REMOVED TO FULL DEPTH WITH THEIR FOOTINGS, ATTACHMENTS, BASE MATERIAL, ANDAPPURTENANCES.5.REMOVED MATERIAL SHALL BE TRANSPORTED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER AT ANACCEPTABLE DISPOSAL SITE AND AT NO ADDITIONAL COST TO THE CITY OF SALEM.6.ALL EXISTING SITE FEATURES TO REMAIN SHALL BE PROTECTED THROUGHOUT THE CONSTRUCTION PERIOD. ANYFEATURES DAMAGED DURING CONSTRUCTION OPERATIONS SHALL BE REPAIRED OR REPLACED IN-KIND TO THESATISFACTION OF THE OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST TO THE CITY OF SALEM.7.DURING EARTHWORK OPERATIONS, CONTRACTOR SHALL TAKE CARE TO NOT DISTURB EXISTING MATERIALS TOREMAIN, OUTSIDE THE LIMITS OF EXCAVATION AND BACKFILL AND SHALL TAKE WHATEVER MEASURES NECESSARY,AT THE CONTRACTOR'S EXPENSE, TO PREVENT ANY EXCAVATED MATERIAL FROM COLLAPSING. ALL BACKFILLMATERIALS SHALL BE PLACED AND COMPACTED AS SPECIFIED TO THE SUBGRADE REQUIRED FOR THEINSTALLATION OF THE REMAINDER OF THE CONTRACT WORK. SEE SPECIFICATIONS.8.CLEARING AND GRUBBING OPERATIONS SHALL CONSIST OF REMOVING ALL VEGETATION, INCLUDING GRASS,SHRUBS, UNDERBRUSH, AND ASSOCIATED ROOTS, AND INVASIVE SPECIES REMOVAL. ORNAMENTAL SHRUBS ANDGROUND COVER SHALL BE REMOVED WHERE INDICATED ON THE PLANS. ROOT SYSTEMS SHALL BE REMOVED TO AMINIMUM DEPTH OF SIX (6) INCHES EXCEPT WHERE OTHERWISE SPECIFIED OR WHERE TREE PROTECTIONREQUIREMENTS APPLY. REFER TO TREE PROTECTION NOTES AND PLANS FOR ADDITIONAL GUIDANCE.9.TREES DESIGNATED FOR REMOVAL SHALL BE TAGGED BY THE CONTRACTOR AND APPROVED BY OWNER'SREPRESENTATIVE PRIOR TO COMMENCEMENT OF CONSTRUCTION. TREES IN PATH CORRIDOR SHALL BEDEMOLISHED AND REMOVED BY THE CITY OF SALEM, SEE DEMO PLANS.10.ANY EXISTING TREES NOT TAGGED FOR REMOVAL SHALL BE PROTECTED DURING CONSTRUCTION ACTIVITIES.11.THE STORAGE OF MATERIALS AND EQUIPMENT WILL BE PERMITTED AT LOCATIONS APPROVED BY THE CITY OFSALEM OR OWNER'S REPRESENTATIVE. PROTECTION OF STORED MATERIALS AND EQUIPMENT SHALL BE THE SOLERESPONSIBILITY OF THE CONTRACTOR. SEE SPECIFICATIONS. 1.CONTRACTOR SHALL PRESERVE AND PROTECT ALL TREES ON SITE UNLESS NOTED OTHERWISE.2.TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO THE COMMENCEMENT OF ANY SITE WORK ANDSHALL REMAIN IN PLACE UNTIL SUBSTANTIAL COMPLETION IS ACCEPTED AND REMOVAL IS AUTHORIZED BYTHE CITY OF SALEM IN WRITING. SEE TESC DETAILS.3.TREE PROTECTION FENCING SHALL BE MONITORED DAILY BY THE CONTRACTOR AND REPAIRED ORREPLACED IF DAMAGED.4.CONTRACTOR MAY TEMPORARILY OPEN FENCE TO CONDUCT WORK SHOWN WITHIN TREE PROTECTIONFENCING AREAS. TEMPORARY WORK WITHIN TREE PROTECTION FENCING AREAS SHALL BE SUPERVISED BYCITY OF SALEM ARBORIST. UNDER NO CIRCUMSTANCES SHALL VEHICLES BE DRIVEN OR PARKED WITHINFENCE LIMITS. FENCE SHALL BE REPLACED WHEN WORK IS COMPLETE OR AT THE END OF EACH DAY,WHICHEVER OCCURS FIRST. NO STORAGE OF MATERIALS WITHIN TREE PROTECTION. WORK WITHIN TREEPROTECTION TO BE COMPLETED USING HAND-TOOLS ONLY.5.CONTRACTOR TO STOP WORK IMMEDIATELY IN AREAS WHERE ROOTS GREATER THAN 2-INCHES IN DIAMETERARE ENCOUNTERED. CONTRACTOR TO ACQUIRE APPROVAL FROM CITY OF SALEM ARBORIST PRIOR TOCUTTING ROOTS GREATER THAN 2-INCHES IN DIAMETER.6.TREES IDENTIFIED FOR REMOVAL WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN SHALL BEREMOVED WITH CARE TO PROTECT ADJACENT TREES AND ROOTS. STUMPS SHALL BE GROUND MINIMUM3-INCHES BELOW ADJACENT GRADE AND LEFT IN PLACE UNLESS THEY CONFLICT WITH SITE IMPROVEMENTS.CUT STUMPS SHALL HAVE NO EXPOSURE ABOVE FINISH GRADE.7.TREES IDENTIFIED FOR REMOVAL OUTSIDE THE DRIPLINE OF OTHER TREES SHALL HAVE STUMPS GROUNDTO A MINIMUM OF 3-INCHES BELOW GRADE AND/OR HAVE ROOT BALLS REMOVED AND LARGE ROOTS CUT TOFACILITATE SITE DEVELOPMENT. CONTRACTOR SHALL NOT REMOVE THE ROOTS OF ANY TREES WITHIN THETHE CRITICAL ROOT ZONE OF ANY TREE TO REMAIN WITHOUT PRIOR WRITTEN APPROVAL OF THE CITY OFSALEM ARBORIST. ROOTBALL AND ROOT REMOVAL OPERATIONS SHALL BE CONDUCTED TO AVOIDUNDERMINING OR DESTABILIZING ADJACENT TREES TO REMAIN, AND SHALL NOT CREATE CONDITIONS THATCOMPROMISE SLOPE STABILITY, GRADING LIMITS, OR ANY INSTALLED ESC MEASURES8.CONTRACTOR SHALL PRESERVE ON SITE LOGS GREATER THAN 12-INCH DBH AND 4-FOOT LENGTH FORREUSE AS DESIRE LINE DECOMMISSIONING MATERIAL AS APPROVED AND DIRECTED BY THE CITY OF SALEM.9.PRIOR TO START OF CONSTRUCTION CONTRACTOR SHALL INSTALL TREE PROTECTION FENCING AND OBTAINWRITTEN APPROVAL OF INSTALLATION BY THE CITY OF SALEM ARBORIST. TREE PROTECTION NOTES 819 SE MORRISON STREET,STE. 310PORTLAND, OR 97214OFFICE - 503.274.2010 WWW.ESASSOC.COM STAMP OWNER PHASE SHEET TITLE SHEET NUMBER ISSUE DATEPROJECT # REVISIONS SHEETOF PROJECT NAME #DATEDESCRIPTION SCALE IS AS SHOWN WHENPLOTTED TO FULL SIZE (22"x34")1"BID SET FEBRUARY 2026D202200371.02 DRAWNCHECKEDAPPROVED BY BAILEYRIDGE PARKRESTORATIONANDPATHWAYPROJECTTAXLOT NUMBER:083W06CC13900 27 EXPIRES: 12/31/2026 OREGON94596PEREGISTERED PROFESSIONAL CHAD D. MCKINNEYMar. 14, 2019 ENGINEER SIGNED ON:12/22/2025 FILE: P:\01 CAD\2022xxxxx\D202200371.02 - City of Salem Bailey Ridge Park\DWG\G4.0 DEMOLITION & TREE PROTECTION.dwg PLOT DATE: 2/20/2026 2:27:19 PM PLOTTED BY: THOMAS FISCHER DEMOLITION & TREEPROTECTIONNOTES G4.05 MFN/TTFMACMAC DEMOLITION GENERAL NOTES SS SS SS SS SS SS SS SS SS SD SD SD SD SD SD SD SD SD SD SD S X X X X X X X X X X X X X X X X X X P P P P P P P P P P P P P S D W W P P P P P P W W W W W W W W W W W W W GG G G SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA W WSA SA SA SA W WWW W W SA SA SA SA SA SA SA SA SA WET WET WET WET WET WETWETWETWETWETWETWETWETWETWETWETWET WET WET WETWETWETWET WET WET WET WET WET WET WET WET WETWET WET WET WET WETWETWET W W W W WET WETWETWETWETWET WETWET W W W OHW OHW OHWOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWOHW OHW OHW OHW OHW OHW OHWOHWOHW OHW OHW OHW OHW OHW OHW OHW OHW OHWOHW OHW OHW FLOW 01-0101-07 D-101 01-0201-06 01-0101-0601-0901-10 01-07 D-102 01-0101-08 01-08 01-03 01-0401-05 30" COT30" COT 36" COT 46" OAK 34" OAK10" OAK 21" OAK S TAYSIDE STREET S ROGUE AVE 01-10 240 245 250 236 237 238239 241242243244 246247248249 251252253 CONSTRUCTION CORRIDOR CHAMBERS SWALE STREAM BUFFER, TYP. APPROXIMATELOCATION OFPUBLIC ACCESSEASEMENT EXISTING TOP OF BANK TREE PROTECTIONFENCE, TYP. WETLAND REMOVE CONCRETE WASTE MATERIAL CONTRACTOR TO FIELD LOCATEALL 'APPROX. LOCATION' TREES,TYP., SEE LEGEND DO NOT CUT ROOTS GREATERTHAN 3" DIAM THAT SPAN THECHANNEL. ARBORIST APPROVALREQUIRED FOR ANY EXCEPTION. PROTECT IN PLACE ALLCURB RAMPS, TYP. CONTRACTOR TO PROVIDE CONSTRUCTIONFENCING TO ENSURE CONTINUOUS FENCEDCONDITION OF THE CONSTRUCTION CORRIDOR WETLAND BUFFER, TYP. TREE REMOVAL WORK WITHIN PATHCORRIDOR TO BE COMPLETED BY THECITY OF SALEM. SEE NOTE 1 THIS SHEET PROPERTY LINE EXISTING LEGEND FENCEX TOP OF BANKORDINARY HIGH WATER50' WETLAND BUFFERW SWALE CENTERLINE WETLANDWET CONIFEROUS TREEDECIDUOUS TREE MINOR CONTOURMAJOR CONTOUR TREE - APPROX LOCATION, VIF 50' STREAM BUFFERSA SA OHWOHW P POWER LINE REMOVE TREETREE DEMOLITION & PROTECTION LEGEND TREE TO REMAINREMOVE TREE, STUMP TO REMAIN IN PLACE AT12" MIN TO 18" MAX HEIGHT, TYP. TREE TO BE REMOVED BY CITY OFSALEM, NOT IN CONTRACT PROTECTION KEYNOTES (NOT ALL NOTES APPEAR ON EACH SHEET) PROTECT IN PLACE CONCRETE OR ASPHALT PAVINGPROTECT IN PLACE LITTLE LIBRARY & PAVERSPROTECT IN PLACE INFORMATION BOARDPROTECT IN PLACE GRAVEL PAVINGPROTECT IN PLACE PICNIC TABLEPROTECT IN PLACE LIGHT POLE, TYP.PROTECT IN PLACE UTILITIES, TYP.PROTECT IN PLACE FENCE, TYP.PROTECT IN PLACE STORM PIPEPROTECT IN PLACE CURB AND GUTTER 01-0101-0201-0301-0401-0501-0601-0701-0801-0901-10 DEMOLITION LEGEND CLEAR AND GRUB, PROTECT (E) TREE ROOTS INVASIVE PLANT REMOVAL AREA -HAND TOOLS ONLY, DO NOT GRUBHIGH VISIBILITY CONSTRUCTION FENCE, SEE SPECS CLEAR AND GRUB TO 6" DEPTH WORK LIMIT DEMO CURB, ASPHALT, AND CONCRETE PAVING AS REQUIREDFOR WATER SERVICE. CONTRACTOR TO REPLACE ALLPAVINGS AND CURBS TO MATCH EXISTING CONDITIONS SALVAGE & DEMO KEYNOTES (NOT ALL NOTES APPEAR ON EACH SHEET)SALVAGE BENCH, PROVIDE TO OWNERREMOVE CONCRETE BENCH PADD-101D-102 1.ALL TREES IDENTIFIED FOR REMOVAL THAT ARE ASSOCIATED WITH THEPATH CONSTRUCTION CORRIDOR ARE NOT IN CONTRACT AND WILL BEREMOVED BY THE CITY OF SALEM. CONTRACTOR SHALL COORDINATECONSTRUCTION SEQUENCE FOR PATH CONSTRUCTION WITH THE CITY OFSALEM TREE REMOVAL WORK PRIOR TO COMMENCING ANY PATHCONSTRUCTION ACTIVITIES.2.EXTENT OF CONCRETE, ASPHALT, AND CURB REMOVAL SHALL BE SAW CUTTO LEAVE A CLEAN FACE FOR REPLACEMENT CONDITIONS.3.SEE SHEET G4.0 FOR DEMOLITION AND TREE PROTECTION GENERAL NOTES.4.ALL EXISTING TREES IN THE PARK ARE TO BE PROTECTED UNLESS SHOWNAS PROPOSED FOR REMOVAL, TYP. SEE SHEET G1.0 FOR GENERAL PROJECTNOTES.5.ALL TREES IDENTIFIED FOR REMOVAL WITHIN PLANTING AREAS SHALL BECONFIRMED BY THE CITY OF SALEM ARBORIST. REMOVED TREES SHALL BESNAGGED WITH ROOTBALL REMAINING IN PLACE.6.CONTRACTOR TO REPAIR ANY SITE DAMAGE WITHIN R.O.W. TO EXISTINGCONDITION TO MEET CURRENT BUILDING CODES AT NO ADDITIONAL COSTTO OWNER, TYP. SHEET NOTES 819 SE MORRISON STREET,STE. 310PORTLAND, OR 97214OFFICE - 503.274.2010 WWW.ESASSOC.COM STAMP OWNER PHASE SHEET TITLE SHEET NUMBER ISSUE DATEPROJECT # REVISIONS SHEETOF PROJECT NAME #DATEDESCRIPTION SCALE IS AS SHOWN WHENPLOTTED TO FULL SIZE (22"x34")1"BID SET FEBRUARY 2026D202200371.02 DRAWNCHECKEDAPPROVED BY BAILEYRIDGE PARKRESTORATIONANDPATHWAYPROJECTTAXLOT NUMBER:083W06CC13900 27 EXPIRES: 12/31/2026 OREGON94596PEREGISTERED PROFESSIONAL CHAD D. MCKINNEYMar. 14, 2019 ENGINEER SIGNED ON:12/22/2025 FILE: P:\01 CAD\2022xxxxx\D202200371.02 - City of Salem Bailey Ridge Park\DWG\G4.0 DEMOLITION & TREE PROTECTION.dwg PLOT DATE: 2/20/2026 2:27:24 PM PLOTTED BY: THOMAS FISCHER DEMOLITION & TREEPROTECTION PLAN G4.16 TTFMACMAC 1- DEMOLITION AND TREE PROTECTION PLAN NSCALE0 FEET1"=30'3015 30 60 2C3.1 SS SS SS SS SS SS SS SS SS SS SD SD SD SD SD SD SD SD SD SD SD S X X X X X X X X X X X X X X X X X X P P P P P P P P P P P P P P S D D W W W P P P P P P W W W W W W W W W W W W W GG G G SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA W WSA SA SA SA W WWW W W SA SA SA SA SA SA SA SA SA WET WET WET WET WET WETWETWETWETWETWETWETWETWETWETWETWET WET WET WETWETWETWET WET WET WET WET WET WET WET WET WETWET WET WET WET WETWETWET W W W W WET WETWETWETWETWET WETWET WET W W W OHW OHW OHWOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWOHW OHW OHW OHW OHW OHW OHWOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWOHW OHW OHW 245 250 240 1C3.0BOULDER WEIR, TYP APPROX EXTENTSOF SWALE GRADING APPROXRESTORATIONPLANTING AREA CHAMBERS SWALE 24" PVCSTORM PIPE EXISTING TOP OFBANK, TYP WETLAND OR STREAM BUFFER, TYP. APPROXIMATE LOCATION OF 15'WIDE PUBLIC ACCESS EASEMENT TIE PROPOSED GRADINGINTO EXISTING TOP OF BANK WETLAND WORK ADJACENT TO WETLAND IS LIMITEDTO PLANTING ONLY, SEE SHT L2.1 REGRADE LEFT BANK DOWNSTREAM OFKNICKPOINT TO 3H:1V SLOPE, SEE NOTE 2 FLOW 0+00 1+00 2+00 2+37 REGRADE TO 3H:1VSLOPE, SEE NOTE 1 PRESERVE LARGE OAKS, SEE SHEETG4.1 FOR TREE PROTECTION, TYP. TOP OF BANK GATE, TYP.SEE NOTE 4 PATH 231 232 233234 236 237 238239 241242243244 250 246247248249 251252 253 S TAYSIDE STREET PROPERTY LINE EXISTING LEGEND MINOR CONTOURMAJOR CONTOUR P POWER LINE 1.WITHIN THE EXTENTS OF GRADING, THE RIGHT BANK OFCHAMBERS SWALE SHALL BE REGRADED TO A STABLE SLOPEOF 3 HORIZONTAL TO 1 VERTICAL MAXIMUM.2.THE LEFT BANK OF CHAMBERS SWALE WILL UNDERGO MINIMALGRADING TO AVOID DISTURBING ESTABLISHED TREES.3.TREES PROPOSED FOR DEMOLITION ARE TO BE REVIEWED INTHE FIELD WITH OWNER'S REPRESENTATIVE. NOTIFY OWNER'SREPRESENTATIVE OF ANY DISCREPANCIES PRIOR TO BEGININGWORK. APPROXIMATE AND SUBJECT TO CHANGE AS DIRECTEDBY THE CITY ARBORIST.4.GATE LOCATIONS TO BE FLAGGED IN THE FIELD FORAPPROVAL BY OWNER'S REPRESENTATIVE. NOTES BOULDER WEIRSTREAM STABILIZATION LEGEND TOP OF BANKLIVE FASCINE - SEE SHEET L2.1 TOP OF BANKORDINARY HIGH WATER50' WETLAND BUFFERW SWALE CENTERLINE WETLANDWET CONIFEROUS TREEDECIDUOUS TREETREE - APPROX LOCATION, VIF 50' STREAM BUFFERSA SA OHWOHW DEER BROWSE FENCESITE IMPROVEMENT LEGEND WORK LIMIT 819 SE MORRISON STREET,STE. 310PORTLAND, OR 97214OFFICE - 503.274.2010 WWW.ESASSOC.COM STAMP OWNER PHASE SHEET TITLE SHEET NUMBER ISSUE DATEPROJECT # REVISIONS SHEETOF PROJECT NAME #DATEDESCRIPTION SCALE IS AS SHOWN WHENPLOTTED TO FULL SIZE (22"x34")1"BID SET FEBRUARY 2026D202200371.02 DRAWNCHECKEDAPPROVED BY BAILEYRIDGE PARKRESTORATIONANDPATHWAYPROJECTTAXLOT NUMBER:083W06CC13900 27 EXPIRES: 12/31/2026 OREGON94596PEREGISTERED PROFESSIONAL CHAD D. MCKINNEYMar. 14, 2019 ENGINEER SIGNED ON:12/22/2025 FILE: P:\01 CAD\2022xxxxx\D202200371.02 - City of Salem Bailey Ridge Park\DWG\C1.0 SITE PLAN OVERVIEW.dwg PLOT DATE: 2/20/2026 2:27:39 PM PLOTTED BY: THOMAS FISCHER SITE PLAN C1.07 MFN/TTFMACMAC 1- SITE PLAN OVERVIEW NSCALE0 FEET1"=30'3015 30 60 PATH - SEE SHEETS L1.0 TO L2.0 SWALE - SEE SHEETS C1.0 TO C2.0, AND L2.1 TO L3.0 ELEVATION STATION220 230 240 250 220 230 240 250 0+00 1+00 2+00 2+37 MATCH EGSTA 0+04EL 232.5 MATCH EGSTA 2+33EL 246.1 3' 2' ENGINEEREDSTREAMBED MIX DEPTH 3' 2' EXISTING GRADE, TYP. SCOUR CUTOFFDETAIL, TYP. PROPOSEDGRADE, TYP.PROPOSED ROCKWEIR, TYP. SALVAGEDFILL, TYP.SCOUR CUTOFFDETAIL, TYP. 1C3.0 2C3.03C3.02C3.0 WEIRNUMBERSTATIONELEVAITION (FTNAVD88)1 55 235.12 65 235.63 75 236.14 85 236.65 95 237.16 115238.17 135239.18 155240.29 175241.410 195242.711 205243.412 215244.113 225244.7 ELEVATION 0+20 230 240 250 230 240 250 010203040 0 10 20 30 40 ELEVATION 0+40 230 240 250 230 240 250 010203040 0 10 20 30 40 ELEVATION 0+60 230 240 250 230 240 250 010203040 0 10 20 30 40 ELEVATION 0+80 230 240 250 230 240 250 010203040 0 10 20 30 40 ELEVATION 1+00 230 240 250 230 240 250 010203040 0 10 20 30 40 ELEVATION 1+20 230 240 250 230 240 250 010203040 0 10 20 30 40 ELEVATION 1+40 230 240 250 230 240 250 010203040 0 10 20 30 40 ELEVATION 1+60 230 240 250 230 240 250 010203040 0 10 20 30 40 ELEVATION 2+00 230 240 250 230 240 250 010203040 0 10 20 30 40 ELEVATION 1+80 230 240 250 230 240 250 010203040 0 10 20 30 40 ELEVATION 2+20 240 250 260 240 250 260 010203040 0 10 20 30 40 3:1 4:1 3:1 3:1 3:1 3:1 5:1 7:1 3:1 4:1 10:1 8:1 4:1 2:16' 4' 4' 4' 4' 4' 4' 4' 4' 6' 10' OHWOHW OHWOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW EXISTING GRADE, TYP.PROPOSED GRADE, TYP. LAY BACK SLOPE TO 2:1TO TIE IN WITH EG LAY BACK SLOPE TO 3:1 819 SE MORRISON STREET,STE. 310PORTLAND, OR 97214OFFICE - 503.274.2010 WWW.ESASSOC.COM STAMP OWNER PHASE SHEET TITLE SHEET NUMBER ISSUE DATEPROJECT # REVISIONS SHEETOF PROJECT NAME #DATEDESCRIPTION SCALE IS AS SHOWN WHENPLOTTED TO FULL SIZE (22"x34")1"BID SET FEBRUARY 2026D202200371.02 DRAWNCHECKEDAPPROVED BY BAILEYRIDGE PARKRESTORATIONANDPATHWAYPROJECTTAXLOT NUMBER:083W06CC13900 27 EXPIRES: 12/31/2026 OREGON94596PEREGISTERED PROFESSIONAL CHAD D. MCKINNEYMar. 14, 2019 ENGINEER SIGNED ON:12/22/2025 FILE: P:\01 CAD\2022xxxxx\D202200371.02 - City of Salem Bailey Ridge Park\DWG\C2.0 SWALE PROFILE AND SECTIONS.dwg PLOT DATE: 2/20/2026 2:27:59 PM PLOTTED BY: THOMAS FISCHER SWALE PROFILEAND SECTIONS C2.08 MFNMACMAC 1- CHAMBERS SWALE PROFILEPROFILE 1"=10'SCALE1050 FEET10 20 1.ALL SECTIONS ARE ORIENTED LOOKING DOWNSTREAM.2.SEE SHEET C3.0 FOR ADDITIONAL DROP STRUCTURE DETAILS.3.SEE SHEET C3.0 FOR ENGINEERED STREAMBED MIX INSTALLATIONINSTRUCTIONS.4.OHWM IS APPROXIMATE BASED ON FIELD DELINEATION PERFORMEDBY ESA STAFF IN 2024. NOTES 2- CHAMBERS SWALE SECTIONSSECTIONS WEIR STATIONING EXISTING LEGEND PROPERTY LINEFENCEX TOP OF BANKORDINARY HIGH WATER50' WETLAND BUFFERW SWALE CENTERLINE WETLAND CONIFEROUS TREEDECIDUOUS TREE MINOR CONTOURMAJOR CONTOUR 50' STREAM BUFFERSA SA OHWOHW P POWER LINE TREE - APPROX LOCATION, VIF SPOT ELEVATION - SEE ABBREVIATIONSSLOPE GRADING LEGEND X.X%FS XXX.XX MATCH ELEVATIONSPOT ELEVATION - EXISTING GRADEXX (XXX.XX) PROPOSED MAJOR CONTOURWORK LIMIT GRADE BREAKGBPROPOSED MINOR CONTOUR241245 SS SS SS SS SS SS SS SS SS SS SS SD SD SD SD SD SD SD SD SD S X X X X X X X X X X X X X X X P P P P P P P P P P P P W W W W W W W W GP SA SA SA SA APPROXIMATE CONSTRUCTION CORRIDOR APPROXIMATE LOCATION OF 15'WIDE PUBLIC ACCESS EASEMENT 235 240 245 250 231 232233 234 236 237 238239 241242243244 246 247 248 249 251 252 255 252253254 235 240 245 250 232 233234 236237 238239241242243 244 246 247 248 249 SEED DISTURBED AREAS, TYP.SEE NOTE ON SHEET L2.0 S TAYSIDE STREET FS 251.13 1.5% 1.5% 1.5% 0.0% 1.5% 1.5% MATCH EG ~251.73FS 251.79FS 251.67 FS 251.25 FS 251.79 FS 251.67 GB GB GB GB GB GB GB GB 1.5% 1.5%1.5% MATCH EG (UNKNOWN) 1.5% FS 243.94 1.5% 3.9% FS 244.28 4.8% FS 245.92 FS 247.17 FS 235.45 FS 235.63 FS 247.29 GB FS 243.88 1.5% GB 1.5%FS 245.06 FS 244.94 FS 235.75 FS 235.57 FS 240.76 FS 240.64 2.4% FS 244.16 FS 238.39 FS 238.51 FS 238.81 FS 238.69 FS 245.80 FS 244.16FS 244.97 0.0% 0.0% 1.4% 4.5% 0.5% 4.8% 1.9% 4.5% GB 251 232 233 234 235 236 237 238 239240241242243244 245 246 247 248 249 250 251 FSFINISH SURFACE ELFGFINISH GRADE ELTCTOP OF CURB ELTF TOP OF FOOTING ELBCBOTTOM OF CURB ELTWTOP OF WALL ELBWBOTTOM OF WALL ELGBGRADE BREAKHPHIGH POINTLP LOW POINTTSTOP OF SLOPEBSBOTTOM OF SLOPE(EG)EXISTING GRADE GRADING ABBREVIATIONS GRADING GENERAL NOTES:1.GRADING PLAN IS FOR GENERAL DIRECTION OF THE CONTRACTOR. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS ANDCONSTRUCT PEDESTRIAN SURFACES IN COMPLIANCE WITH THE U.S. ACCESS BOARD REQUIREMENT FOR ACCESSIBLE DESIGN.PAVED PATHS SHALL NOT EXCEED 4.8% RUNNING SLOPE AND 1.5% CROSS SLOPE UNLESS OTHERWISE NOTED.2.VERIFY ACCURACY OF EXISTING GRADES AND INTERPOLATED ELEVATIONS PRIOR TO BEGINNING WORK. NOTIFY OWNER'SREPRESENTATIVE OF ANY DISCREPANCY PRIOR TO BEGINNING WORK.3.PROTECT ALL TREES INDICATED TO REMAIN, SEE DEMOLITION PLANS, CONSTRUCTION ACCESS PLANS, AND TREE PROTECTIONNOTES.4.ALL PROPOSED GRADES ARE TO MEET AND BLEND IN WITH EXISTING GRADING AT PROJECT LIMIT, PROPERTY LINES, BUILDINGINTERFACES, EXISTING CURBS, AND EXISTING PAVING.5.NOTIFY OWNER'S REPRESENTATIVE TO REVIEW ROUGH GRADES PRIOR TO PLACEMENT OF TOPSOIL, AND FINE GRADING PRIORTO PLANTING.6.ALL AREAS SHALL HAVE POSITIVE DRAINAGE TO APPROVED DRAINAGE STRUCTURES OR CONVEYANCES.7.ALL WALKWAYS AND PAVED AREAS SHALL HAVE SMOOTH AND CONTINUOUS ELEVATION CHANGES THAT MEET U.S. ACCESSBOARD REQUIREMENTS.8.SET STRAIGHT, UNIFORM GRADES BETWEEN GIVEN ELEVATIONS UNLESS OTHERWISE INDICATED.9.GRADE BREAK LINES ARE SHOWN GRAPHICALLY TO ILLUSTRATE DRAINAGE PATTERNS AND ARE NOT TO BE INSTALLED ASACTUAL JOINT LINES, EXCEPT WHERE THEY COINCIDE WITH PAVING JOINTS.10.INSTALL ALL PAVING DRAWINGS ALIGNED WITH AND SQUARE TO PACING JOINTS AS SHOWN ON PLANS.11.ALL GRADES SHOWN ON THE DRAWINGS ARE BASED UPON THE DATUM ESTABLISHED BY THE SURVEYOR. ENVIRONMENTALSCIENCE ASSOCIATES ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF SURVEYED CONDITIONS AS SHOWN. SURVEYINFORMATION IS PROVIDED FOR REFERENCE ONLY. NOT ALL SURVEYED SPOT ELEVATIONS ARE SHOWN. SS SS SS SS SD P P P P P P P 235 233 234 1.3% MATCH EG ~231.22, VIF MATCH EG ~231.26, VIF FS 231.341.5% 1.4% 4.5% MATCH EG ~231.25, VIF 1.3%1.0% GB1.5% 4.5%MAX 232 233 FS 232.09FS 231.97 FS 231.31 FS 231.25 MATCH EG LP ~231.17, VIF0.8%GBGB 819 SE MORRISON STREET,STE. 310PORTLAND, OR 97214OFFICE - 503.274.2010 WWW.ESASSOC.COM STAMP OWNER PHASE SHEET TITLE SHEET NUMBER ISSUE DATEPROJECT # REVISIONS SHEETOF PROJECT NAME #DATEDESCRIPTION SCALE IS AS SHOWN WHENPLOTTED TO FULL SIZE (22"x34")1"BID SET FEBRUARY 2026D202200371.02 DRAWNCHECKEDAPPROVED BY BAILEYRIDGE PARKRESTORATIONANDPATHWAYPROJECTTAXLOT NUMBER:083W06CC13900 27 FILE: P:\01 CAD\2022xxxxx\D202200371.02 - City of Salem Bailey Ridge Park\DWG\L1.0 PATH GRADING PLAN.dwg PLOT DATE: 2/20/2026 2:28:12 PM PLOTTED BY: THOMAS FISCHER PATH GRADINGPLAN L1.09 TTFMACMAC 1- PATH GRADING PLAN NSCALE0 FEET1"=20'2010 20 40 2- GRADING ENLARGEMENT 1"=10'SCALE1050 FEET10 20NGRADING ENLARGEMENT - SEE THIS SHEET EXISTING LEGEND PROPERTY LINEFENCEX TOP OF BANKORDINARY HIGH WATER50' WETLAND BUFFERW SWALE CENTERLINE WETLANDWET CONIFEROUS TREEDECIDUOUS TREE MINOR CONTOURMAJOR CONTOUR 50' STREAM BUFFERSA SA OHWOHW P POWER LINE TREE - APPROX LOCATION, VIFMATERIALS GENERAL NOTES:1.CONTRACTOR TO NOTIFY OWNER'S REPRESENTATIVEOF ANY DISCREPANCIES BETWEEN PLANS AND EXISTINGCONDITIONS BEFORE STARTING WORK.2.SEE SHEET G4.1 FOR TREE PROTECTION. DETAIL/SHEETMATERIALS LEGEND (NOT ALL HATCHES APPEAR ON EACH SHEET) CONCRETE PAVING1 / L5.1 ASPHALT PAVING2 / L5.1 PLANTED COIR FABRIC1 / L6.1 SS SS SS SS SS SS SS SS SD SD SD SD SD X X X X X X X X X X X X X X X P P P P P P P P W W W W W 6.0' TYP. 6.0'R32.0' 1.0' EXISTINGSIDEWALK ENLARGEMENT - 1SEE THIS SHEET L1 L2 L3 L4 L5 L6 C1 C2 C3 C4 C5 C6 C7 C8 C9C10 C11 C12 C13 C14 PATH - A 6.0' TYP.1.0' TYP. 1.0' TYP. 4 E.Q. SPACES ENLARGEMENT - 2SEE THIS SHEET 0+00 0+50 1+00 1+50 2+00 2+50 3+003+504+00 4+50 5+00 5+50 6+00 6+50 7+00 7+35 PATH SHOULDER,TYP. BOTH SIDES EXISTINGGRAVEL 240 245 250 241 242 243 244 246247248 248 248 249 251 252 253 235 240 234 236 237 238 239 241 242 ALL AREAS DISTURBED BYCONSTRUCTION SHALL BEMULCHED. SEE SPECS S TAYSIDE STREET APPROXIMATE LOCATION OF 15'WIDE PUBLIC ACCESS EASEMENT 1.DO NOT SCALE FROM DRAWINGS. THE LOCATION OF FEATURES NOTSPECIFICALLY DIMENSIONED MAY NOT BE DETERMINED BY SCALE.2.IF CONFLICTS ARISE IN THE FIELD, CONTACT OWNER'SREPRESENTATIVE IMMEDIATELY FOR RESOLUTION.3.ALL CURVED WALKS AND CURBS SHALL HAVE SMOOTH, CONTINUOUSCURVES AS INDICATED. 4.CONTRACTOR TO STAKE PAVING AND FURNISHINGS FOR OWNER'SREPRESENTATIVE'S APPROVAL PRIOR TO INSTALLING FORMWORK.5.OWNER'S REPRESENTATIVE TO APPROVE FORMWORK FOR PAVING,CURBS, AND FURNISHINGS PRIOR TO PLACING CONCRETE. LAYOUT GENERAL NOTES ALALIGNCCCOMPOUND CURVECLCENTERLINECPCENTERPOINTEEASTINGEJEXPANSION JOINTEQEQUALNNORTHINGPCPOINT OF CURVATUREPOBPOINT OF BEGINNINGPTPOINT OF TANGENCYRRADIUSRCREVERSE CURVESJCONTRACTION / SCORE JOINTSPSPOTTYPTYPICALVIFVERIFY IN FIELD LAYOUT ABBREVIATIONS WORK LIMITLAYOUT LEGEND ALIGNCENTERLINE 12.5' - 2 E.Q. SPACES 10.0' - 2 E.Q.SPACES EXISTING LITTLELIBRARY EXISTING INFO. BOARD 32-01 32-03 32-06 3.0'CLCL 2.5' 6.5' 6.0' 2.0' 1.5' 1.5' TYP. E.J.E.J. E.J. 2.0'3.0'3.0' CENTER INPAVING CURVE TABLE:CURVEC1C2C3C4C5C6C7C8C9C10C11C12C13C14 RADIUS10.0'100.0'60.0'130.0'9.0'154.0'186.0'9.0'112.0'60.0'50.0'45.0'32.0'32.0' CHORD LENGTH11.3'21.6'46.3'81.2'16.8'52.2'65.3'18.0'42.8'35.8'60.1'38.5'21.5'7.3' START POINT (N/E)(7525516.8911,460756.8328)(7525531.7293,460789.2514)(7525542.0988,460808.1522)(7525574.9411,460840.7260)(7525636.8859,460893.2463)(7525574.4151,460891.7924)(7525522.5247,460886.2924)(7525457.6695,460879.0174)(7525451.3097,460895.8036)(7525485.9422,460920.9806)(7525517.0897,460938.7158)(7525559.8400,461036.6931)(7525616.2887,461097.2502)(7525628.5585,461114.8572) END POINT (N/E)(7525516.9863,460768.1480)(7525542.0988,460808.1522)(7525574.9411,460840.7260)(7525636.8859,460893.2463)(7525626.7614,460906.6093)(7525522.5247,460886.2924)(7525457.6695,460879.0174)(7525451.3097,460895.8036)(7525485.9422,460920.9806)(7525517.0897,460938.7158)(7525556.3463,460984.2487)(7525578.5855,461070.3205)(7525628.5585,461114.8572)(7525629.6683,461122.1223) PATH - A LINE TABLE:LINE #L1L2L3L4L5L6 LENGTH10.2'25.7'54.4'52.6'46.3'2.7' START POINT (N/E)(7525522.5959,460748.3670)(7525516.9863,460768.1480)(7525626.7614,460906.6093)(7525556.3463,460984.2487)(7525578.5855,461070.3205)(7525629.6683,461122.1223) END POINT (N/E)(7525516.8911,460756.8328)(7525531.7293,460789.2514)(7525574.4151,460891.7924)(7525559.8400,461036.6931)(7525616.2887,461097.2502)(7525629.7655,461124.7840) PATH - A C8 36" X 48" CLEARCOMPANIONSEATING SPACE 32-044+00 5.5' R6.0' 3.0' PATH SHOULDER, TYP. 32-06 242 DETAIL KEYNOTES (NOT ALL NOTES APPEAR ON EACH SHEET) 2 / L5.21 / L5.31 / L5.23 / L5.21 / L5.3 KEYNOTEDETAIL/SHEETBICYCLE RACKDEER BROWSE FENCINGTRASH RECEPTACLEBENCHGATECONCRETE TRANSITION SLAB 32-0132-0232-0332-0432-0532-062 / L5.1DEER BROWSE FENCING BRACE ASSEMBLY 819 SE MORRISON STREET,STE. 310PORTLAND, OR 97214OFFICE - 503.274.2010 WWW.ESASSOC.COM STAMP OWNER PHASE SHEET TITLE SHEET NUMBER ISSUE DATEPROJECT # REVISIONS SHEETOF PROJECT NAME #DATEDESCRIPTION SCALE IS AS SHOWN WHENPLOTTED TO FULL SIZE (22"x34")1"BID SET FEBRUARY 2026D202200371.02 DRAWNCHECKEDAPPROVED BY BAILEYRIDGE PARKRESTORATIONANDPATHWAYPROJECTTAXLOT NUMBER:083W06CC13900 27 FILE: P:\01 CAD\2022xxxxx\D202200371.02 - City of Salem Bailey Ridge Park\DWG\L2.0 PATH MATERIALS AND LAYOUT PLAN.dwg PLOT DATE: 2/20/2026 2:28:32 PM PLOTTED BY: THOMAS FISCHER MATERIALS &LAYOUT PLAN -EAST L2.010 TTFMACMAC 1- MATERIALS & LAYOUT PLAN - EAST N SCALE0 FEET1"=20'2010 20 40 -- ENLARGEMENT-1 SCALE: 1" = 5'-0"-- ENLARGEMENT-2 SCALE: 1" = 10'-0" EXISTING LEGEND PROPERTY LINEFENCEX TOP OF BANKORDINARY HIGH WATER50' WETLAND BUFFERW SWALE CENTERLINE WETLANDWET CONIFEROUS TREEDECIDUOUS TREE MINOR CONTOURMAJOR CONTOUR 50' STREAM BUFFERSA SA OHWOHW P POWER LINE TREE - APPROX LOCATION, VIF PLANTING AREA DETAIL/SHEETMATERIALS LEGEND (NOT ALL HATCHES APPEAR ON EACH SHEET) - CONCRETE PAVING PA 1 / L5.1 ASPHALT PAVING2 / L5.1 PLANTED COIR FABRICLIVE FASCINE AT OHW1 / L6.12 / L6.1 SD SDSD X X X X X X X X X X X X X X X P P P P P P D W W W W SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA W W WSA SA SA SA SA SA W W W W WW W W W W SA SA SA SA SA SA SA SA SA SA SA SA SA WET WET WET WET WET WET WET WETWET WETWETWETWETWETWET WETWETWETWETWETWETWETWET WETWET WET WET WET WET WETWETWETWET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WETWETWETWETWET W W WW W WET WETWETWETWETWETWETWET WET WETWETWET W W W OHW OHW OHW OHWOHWOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWOHW OHW OHW OHW OHW OHW OHWOHW OHW OHW OHWOHWOHWOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWOHW OHW OHWOHW OHW SEE C1.0 AND C2.0FOR CIVIL GRADINGAND SWALE PROFILE CHAMBERS SWALE (E)STORM PIPE EXISTING TOP OFBANK, TYP. WETLAND OR STREAMBUFFER, TYP. PA PA PA PA PA PA PAPROPOSEDTOP OFBANK, TYP. 8 E.Q. SPACES 3 E.Q. SPACES 9 E.Q. SPACES 3 E.Q. SPACES 2 E.Q. SPACES 6 E.Q. SPACES 5 E.Q. SPACES 5 E.Q. SPACES 3 E.Q. SPACES 3 E.Q. SPACES 3 E.Q. SPACES 5 E.Q. SPACES 4 E.Q. SPACES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 5 E.Q. SPACES 12 E.Q. SPACESSET POSTS 2'-0" UPSLOPE FROM TOP OF BANK 32-05 32-0532-02 32-02 32-02 32-02 LIVE FASCNIE, TYP. PA PLANTED COIRFABRIC, TYP. 235 240 232 233 234 236 237 238 239 241 242 245 250 244 246 247 248 249 251 252 253 POST LAYOUT TO BEAPPROVED BY OWNER'SREPRESENTATIVE PRIOR TOFINAL PLACEMENT, TYP. GATE LOCATION TO BE APPROVED BY OWNER'SREPRESENTATIVE PRIOR TO FINAL PLACEMENT, TYP. S TAYSIDE STREET INSTALL COIR FABRICPERPENDICULAR TOSLOPE, TYP. INSTALL COIR FABRICPERPENDICULAR TOSLOPE, TYP. 32-02A 32-02A 32-02A 32-02A 32-02A 32-02A 32-02A 32-02A 32-02A BOULDER WEIR, SEESHEET C1.0, TYP. LIMIT OF WORK LIMIT OF WORK SHEET NOTES:1.SEE SHEET L2.0 MATERIALS NOTES.2.SEE SHEET L2.0 LAYOUT NOTES.3.INSTALL COIR FABRIC ACCORDING TO MANUFACTURERSRECOMMENDATIONS. SEE SPECIFICATIONS.LAYOUT TABLEPOINT #1234567891011121314151617 NORTHING460702.2489460659.3084460648.2377460656.4853460775.7716460813.9312460831.4561460897.3109460941.0022461012.1117461005.6670460966.9773460913.8258460874.3916460833.6029460771.7625460718.2970 EASTING7525428.21747525326.84117525290.26847525287.86597525253.60107525263.31627525238.66367525194.07707525141.13517525137.54567525312.98367525335.66427525374.79037525398.18017525404.51057525405.97907525424.1841 FENCE DETAIL KEYNOTES (NOT ALL NOTES APPEAR ON EACH SHEET) 2 / L5.21 / L5.31 / L5.23 / L5.21 / L5.3 KEYNOTEDETAIL/SHEETBICYCLE RACKDEER BROWSE FENCINGTRASH RECEPTACLEBENCHGATECONCRETE TRANSITION SLAB 32-0132-0232-0332-0432-0532-062 / L5.11 / L5.332-02-ADEER BROWSE FENCING BRACE ASSEMBLY NOTE: NOT ALL FENCE BRACE POSTS ARE SHOWN. SEEFENCE DETAILS FOR ADDITIONAL REQUIREMENTS. DEER BROWSE FENCESITE IMPROVEMENT LEGEND WORK LIMIT 819 SE MORRISON STREET,STE. 310PORTLAND, OR 97214OFFICE - 503.274.2010 WWW.ESASSOC.COM STAMP OWNER PHASE SHEET TITLE SHEET NUMBER ISSUE DATEPROJECT # REVISIONS SHEETOF PROJECT NAME #DATEDESCRIPTION SCALE IS AS SHOWN WHENPLOTTED TO FULL SIZE (22"x34")1"BID SET FEBRUARY 2026D202200371.02 DRAWNCHECKEDAPPROVED BY BAILEYRIDGE PARKRESTORATIONANDPATHWAYPROJECTTAXLOT NUMBER:083W06CC13900 27 FILE: P:\01 CAD\2022xxxxx\D202200371.02 - City of Salem Bailey Ridge Park\DWG\L2.0 PATH MATERIALS AND LAYOUT PLAN.dwg PLOT DATE: 2/20/2026 2:28:37 PM PLOTTED BY: THOMAS FISCHER MATERIALS &LAYOUT PLAN -WEST L2.111 TTFMACMAC SEE SHEET L2.0 1- MATERIALS & LAYOUT PLAN - WEST NSCALE0 FEET1"=20'2010 20 40 SS SS SS SS SS SS SS SS SS SD SD SD SD SD SD SD SD SD SD SD S X X X X X X X X X X X X X X X X X X P P P P P P P P P P P P P S D W W P P P P P P W W W W W W W W W W W W W GG G G SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA W WSA SA SA SA W WWW W W SA SA SA SA SA SA SA SA SA W(7 W(7 W(7 W(7 W(7 W(7W(7W(7W(7W(7W(7W(7W(7W(7W(7W(7W(7 W(7 W(7 W(7W(7W(7W(7 W(7 W(7 W(7 W(7 W(7W(7W(7 W W W W W(7 W(7W(7W(7W(7W(7 W(7W(7 W W W OHW OHW OHWOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWOHW OHW OHW OHW OHW OHW OHWOHWOHW OHW OHW OHW OHW OHW OHW OHW OHW OHWOHW OHW OHW MPOC C &HA0%(5SSWA/( &O175A&7O57OP5O9,D(&O11(&7,O17O&,7<O)SA/(0WA7(50(7(5&O175A&7O57O9(5,)</O&A7,O1SO)A//(X,S7,1G87,/,7,(SP5,O57O&O1S758&7,O1 ,55,GA7(A//P/A17,1GA1DS((D(DA5(AS ,55,GA7,O10A,1/,1(A%O9(G5AD(S((SP(&,),&A7,O1S)O55(48,5(0(17S HO/D0A,1/,1(7O%A&.O)S,D(WA/.7O0,1,0,=(S,7(D,S785%A1&(P5O7(&7A//9(G(7A7,O17O5(0A,1,1P/A&( 75A1S,7,O10A,1/,1()5O07O%(/OWG5AD(7OA%O9(G5AD(A%O9(G5AD(PO57,O17O%(G,1W,7H,1P5OPOS(D)(1&,1G P5OPOS(D)(1&(S((0A7(5,A/SP/A1 P5OPOS(DPA7HS((0A7(5,A/SP/A1 S7A<S,D(S75((7 P5OPOS(D75((7<PS((SH((7/ &,7<)O5&(S7OP5O9,D(0A,1/,1(WA7(57APS(59,&(/,1(WA7(50(7(50(7(5,1S7A//A7,O1A1D5(S7O5A7,O1W,7H,17H(5OW M P5OP(57</,1( EXISTING LEGEND )(1&(X 7OPO)%A1.O5D,1A5<H,GHWA7(5 W(7/A1D%8))(5W SWA/(&(17(5/,1( W(7/A1DW(7 &O1,)(5O8S75((D(&,D8O8S75(( 0,1O5&O17O850A-O5&O17O85 75((APP5OX/O&A7,O19,)  S75(A0%8))(5SASA OHWOHW P POW(5/,1( M IRRIGATION EQUIPMENTSYMBOLDESCRIPTIONPOCPO,17O)&O11(&7,O17OWA7(5S8PP/<W,7H%A&.)/OWP5(9(17,O1WA7(50(7(51O7,1&O175A&77O%(,1S7A//(D%<&,7<)O5&(S ,55,GA7,O1/A7(5A/A%O9(G5AD(&/ASSP9&1O7SHOW1S((SP(&,A/P5O9,S,O1S,55,GA7,O10A,1/,1(A%O9(G5AD(,1&HS&HP9&S((SP(&