B08_Attach_2a_FOVA_241806_FINAL-CD_DWGS-2.pdf

AutoCAD SHX Text Plotted: 6/21/2021 12:35 PM - By: NATHANAEL.GRAY - R17.1 - File: S:\Active Job Files\Fort Vancouver Bldg 993 18021A\CAD\03-CD\RHAA\Plot\L1.0 Landscape Notes and Legends.dwg

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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OF

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TITLE OF SHEET

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LANDSCAPE

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AutoCAD SHX Text 142523

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DN

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NG

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REHAB. OF HISTORIC BARRACK NO. 993

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FORT VANCOUVER

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CONSTRUCTION DOCUMENTS

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AutoCAD SHX Text 01/31/2022

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NOTES AND LEGENDS

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AutoCAD SHX Text GENERAL NOTES 1. THESE DRAWINGS AND SPECIFICATIONS DESCRIBE THE QUALITY AND CHARACTER OF THE THESE DRAWINGS AND SPECIFICATIONS DESCRIBE THE QUALITY AND CHARACTER OF THE MATERIALS, SHAPE, CONFIGURATION AND DESIGN INTENT OF THE COMPLETED, INSTALLED WORK. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING COMPLETE AND OPERATIONAL SYSTEMS AND INSTALLATIONS OF THE DESCRIBED DESIGN INTENT, INCLUDING ALL MISCELLANEOUS ITEMS OF WORK, MATERIALS, EQUIPMENT, ETC., NECESSARY TO COMPLETE THE INSTALLATION WHETHER OR NOT MENTIONED IN THE SPECIFICATIONS OR SHOWN ON THE DRAWINGS. ALL MATERIALS SHALL BE FURNISHED AND PROPERLY INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE NOTED. 2. THE INSTALLED WORK SHALL CONFORM TO THE REQUIREMENTS OF THE GOVERNING THE INSTALLED WORK SHALL CONFORM TO THE REQUIREMENTS OF THE GOVERNING BUILDING AUTHORITY, ALL SPECIAL REQUIREMENTS AND CONDITIONS OF THE BUILDING PERMIT, AND ALL APPLICABLE CODES, LAWS, STANDARDS, ETC. 3. THE CONTRACTOR SHALL EXAMINE THE DRAWINGS AND SPECIFICATIONS AND CLEARLY THE CONTRACTOR SHALL EXAMINE THE DRAWINGS AND SPECIFICATIONS AND CLEARLY UNDERSTAND THE EXISTING CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED PRIOR TO BIDDING. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER ABOUT ANY CONDITION REQUIRING MODIFICATION OR CLARIFICATION PRIOR TO BIDDING. NO ALLOWANCES OF ANY KIND WILL BE MADE FOR ANY EXTRA COST DUE TO THE CONTRACTOR'S FAILURE TO INFORM THE CONTRACTING OFFICER OF DISCREPANCIES IN TIME TO ISSUE CORRECTIVE ADDENDA PRIOR TO BIDDING. 4. ALL GENERAL NOTES, DIMENSIONS, AND DETAILS SHALL BE CONSIDERED TYPICAL AND ALL GENERAL NOTES, DIMENSIONS, AND DETAILS SHALL BE CONSIDERED TYPICAL AND APPLY TO SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. SPECIFIC NOTES, DETAILS AND SPECIFICATIONS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL WORK BETWEEN THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL WORK BETWEEN TRADES, SUBCONTRACTORS, MANUFACTURERS, FABRICATORS, AND ALL OTHER CONTRACTED FOR THE COMPLETION OF THE WORK, INCLUDING THOSE UNDER SEPARATE CONTRACTS FOR CONCURRENT PROJECTS. 6. THE CONTRACTOR IS RESPONSIBLE FOR ALL TESTING, INSPECTIONS AND REPORTING AS THE CONTRACTOR IS RESPONSIBLE FOR ALL TESTING, INSPECTIONS AND REPORTING AS OUTLINED IN THE CONTRACT DOCUMENT AND AS REQUIRED BY THE PERMITTING AUTHORITIES TO COMPLETE THE WORK. 7. ALL WORK SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS SPECIFIED IN THE ALL WORK SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS SPECIFIED IN THE GEOTECHINICAL INVESTIGATION REPORT PREPARED BY KENNEDY/JENKS CONSULTANTS, INC., DATED FEBRUARY 17, 2014. THE RECOMMENDATIONS OF THE REPORT SHALL SUPERSEDE THE INFORMATION FOUND WITHIN THESE CONTRACT DOCUMENTS (DRAWINGS AND SPECIFICATIONS). 8. ALL UNDERGROUND UTILITIES SHOWN ON THESE PLANS REFLECT THE AVAILABLE RECORDS. ALL UNDERGROUND UTILITIES SHOWN ON THESE PLANS REFLECT THE AVAILABLE RECORDS. CONTRACTOR SHALL USE CAUTION IN ALL EXCAVATION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE TO INVESTIGATE AND VERIFY ALL EXISTING AND PROPOSED CONDITIONS AS SHOWN OR REFERENCED IN THE DOCUMENTS, INCLUDING LOCATION AND DEPTH OF ALL UTILITIES. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER OF ANY CONFLICTS AND/OR DISCREPANCIES BETWEEN EXISTING AND PROPOSED CONDITIONS WHICH WILL AFFECT THE WORK, BEFORE PROCEEDING WITH THE WORK. 9. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA 800-642-2444) TWO CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA 800-642-2444) TWO WORKING DAYS MINIMUM PRIOR TO ANY EXCAVATION. 10. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE DIVISION OF THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY PERTAINING TO "CONFINED SPACE". ANY MANHOLE, CULVERT, DROP INLET OR TRENCH, WHICH COULD CONTAIN AIR THAT IS NOT READILY VENTILATED, MAY BE CONSIDERED A "CONFINED SPACE". 11. PROVIDE ADEQUATE PROTECTION FOR ALL PROPOSED AND EXISTING UTILITIES DURING THE PROVIDE ADEQUATE PROTECTION FOR ALL PROPOSED AND EXISTING UTILITIES DURING THE CONSTRUCTION OF THIS PROJECT. 12. ALL EXISTING UTILITY STRUCTURES (SHOWN OR NOT SHOWN ON THE DRAWINGS) WITHIN ALL EXISTING UTILITY STRUCTURES (SHOWN OR NOT SHOWN ON THE DRAWINGS) WITHIN THE AREA OF WORK SHALL BE ADJUSTED OR RECONSTRUCTED TO THE FINISH GRADES SHOWN AND SPECIFIED. 13. UTILITY CONNECTIONS AND DISCONNECTIONS NECESSARY TO COMPLETE THE WORK SHALL UTILITY CONNECTIONS AND DISCONNECTIONS NECESSARY TO COMPLETE THE WORK SHALL BE PERFORMED IN SUCH A MANNER AS TO MINIMIZE UTILITY SERVICE INTERRUPTIONS. CONTRACTOR SHALL COORDINATE ALL "DOWN TIME" WITH THE CONTRACTING OFFICER AND THE APPROPRIATE UTILITY AND/OR AGENCY. 14. REFER TO CIVIL DRAWINGS FOR INFORMATION AND LOCATION OF ALL EXISTING AND REFER TO CIVIL DRAWINGS FOR INFORMATION AND LOCATION OF ALL EXISTING AND PROPOSED UTILITIES. 15. REFER TO STRUCTURAL AND ARCHITECTURAL DRAWINGS FOR INFORMATION REGARDING ALL REFER TO STRUCTURAL AND ARCHITECTURAL DRAWINGS FOR INFORMATION REGARDING ALL STRUCTURAL CONNECTIONS, WATERPROOFING, BUILDING SYSTEMS AND REQUIREMENTS. 16. THE CONTRACTOR SHALL PROTECT EXISTING FACILITIES, TREES, LANDSCAPE AND OTHER THE CONTRACTOR SHALL PROTECT EXISTING FACILITIES, TREES, LANDSCAPE AND OTHER ITEMS TO REMAIN FROM DAMAGE. ANY DAMAGE CAUSED BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL PROVIDE BARRICADES, SIGNS, LIGHTS, ETC. FOR THE PROTECTION OF PUBLIC, PERSONNEL, PROPERTY, AND MATERIAL AND TO PREVENT UNCONTROLLED ACCESS TO THE SITE AT ALL TIMES. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, AND NOT LIMITED TO NORMAL WORKING HOURS. 17. THE CONTRACTOR SHALL PROVIDE ACCESSIBLE EGRESS AND INGRESS TO ON-SITE THE CONTRACTOR SHALL PROVIDE ACCESSIBLE EGRESS AND INGRESS TO ON-SITE FACILITIES THAT ARE TO REMAIN OPERATIONAL DURING CONSTRUCTION. 18. ANY PERMANENT MONUMENTS OR POINTS DAMAGED OR DESTROYED BY CONSTRUCTION ANY PERMANENT MONUMENTS OR POINTS DAMAGED OR DESTROYED BY CONSTRUCTION ACTIVITIES SHALL BE REPLACED BY A LICENSED ENGINEER OR LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. 19. THE CONTRACTOR SHALL EMPLOY ALL MEANS NECESSARY TO CONTROL AIRBORNE THE CONTRACTOR SHALL EMPLOY ALL MEANS NECESSARY TO CONTROL AIRBORNE PARTICULATE (DUST) AT AND NEAR THE CONSTRUCTION SITE OF WORK AND ALONG APPROACH ROUTES TO THE CONSTRUCTION SITE AND IN COMPLIANCE WITH LOCAL AIR QUALITY STANDARDS. 20. CONTRACTOR SHALL MAINTAIN "GOOD HOUSEKEEPING" PRACTICES AT THE JOB SITE. CONTRACTOR SHALL MAINTAIN "GOOD HOUSEKEEPING" PRACTICES AT THE JOB SITE. EXCESS BUILDING MATERIALS AND DEBRIS SHALL BE REMOVED PROMPTLY FROM THE JOB SITE AND DISPOSED OF AT AN APPROVED DUMPSITE. THE JOB SITE SHALL BE LEFT "BROOM CLEAN" AT THE END OF EACH WORKDAY. BEFORE ACCEPTANCE BY THE CONTRACTING OFFICER, THE COMPLETED CONSTRUCTION SHALL BE CLEARED, ANY APPLICABLE LABELS REMOVED, AND ALL OTHER TOUCHUP WORK COMPLETED. ALL FINISH MATERIALS SHALL BE PROTECTED AT ALL TIMES AGAINST SUBSEQUENT DAMAGE UNTIL FINAL ACCEPTANCE BY THE CONTRACTING OFFICER. 21. A STAGING LOCATION IS PROVIDED ON L1.1 A STAGING LOCATION IS PROVIDED ON L1.1 22. WASTEWATER GENERATED DURING CONSTRUCTION SHALL NOT BE DISCHARGED TO THE WASTEWATER GENERATED DURING CONSTRUCTION SHALL NOT BE DISCHARGED TO THE STORM DRAIN SYSTEM. IF NECESSARY, THE CONTRACTOR SHALL PROVIDE AN AREA FOR ON-SITE WASHING ACTIVITIES DURING CONSTRUCTION. MATERIALS THAT COULD CONTAMINATE STORMWATER RUNOFF SHALL BE STORED IN AREAS WHICH ARE DESIGNED TO PREVENT EXPOSURE TO RAINFALL AND PREVENT RUNOFF. GRADING AND DRAINAGE FEATURES SHALL BE CONSTRUCTED SO THAT WATER FLOW DOES NOT DRAIN TO OTHER PROPERTIES. FLUSHING OF STREETS AND PARKING LOTS TO REMOVE DIRT AND CONSTRUCTION DEBRIS IS PROHIBITED UNLESS PROPER SEDIMENT CONTROLS ARE USED. 23. REFER TO CIVIL DRAWINGS FOR THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). REFER TO CIVIL DRAWINGS FOR THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). IF NO PLAN IS PROVIDED, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE A SWPPP TO THE APPROPRIATE AGENCY FOR APPROVAL. 24. THE CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO ALL IMPROVEMENTS TO THE THE CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO ALL IMPROVEMENTS TO THE ADJACENT EXISTING CONDITIONS WITH SMOOTH TRANSITIONS TO AVOID ANY ABRUPT OR APPARENT CHANGES IN GRADES, CROSS SLOPE, HAZARDOUS CONDITIONS, ETC. 25. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER OF ANY THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER OF ANY REVISIONS OR ADDITIONAL WORK REQUIRED AS A RESULT OF FIELD CONDITIONS OR LOCAL GOVERNING AUTHORITIES. ALL REVISIONS SHALL BE IN WRITTEN CHANGE ORDER FORM AND APPROVED AND AUTHORIZED BY THE CONTRACTING OFFICER BEFORE PROCEEDING WITH THE WORK. WORK PERFORMED WITHOUT WRITTEN AUTHORIZATION SHALL BE THE FULL RESPONSIBILITY OF THE CONTRACTOR AND AT NO ADDITIONAL COST TO THE OWNER.

AutoCAD SHX Text GENERAL NOTES 1. THESE DRAWINGS AND SPECIFICATIONS DESCRIBE THE QUALITY AND CHARACTER OF THE THESE DRAWINGS AND SPECIFICATIONS DESCRIBE THE QUALITY AND CHARACTER OF THE MATERIALS, SHAPE, CONFIGURATION AND DESIGN INTENT OF THE COMPLETED, INSTALLED WORK. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING COMPLETE AND OPERATIONAL SYSTEMS AND INSTALLATIONS OF THE DESCRIBED DESIGN INTENT, INCLUDING ALL MISCELLANEOUS ITEMS OF WORK, MATERIALS, EQUIPMENT, ETC., NECESSARY TO COMPLETE THE INSTALLATION WHETHER OR NOT MENTIONED IN THE SPECIFICATIONS OR SHOWN ON THE DRAWINGS. ALL MATERIALS SHALL BE FURNISHED AND PROPERLY INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE NOTED. 2. THE INSTALLED WORK SHALL CONFORM TO THE REQUIREMENTS OF THE GOVERNING THE INSTALLED WORK SHALL CONFORM TO THE REQUIREMENTS OF THE GOVERNING BUILDING AUTHORITY, ALL SPECIAL REQUIREMENTS AND CONDITIONS OF THE BUILDING PERMIT, AND ALL APPLICABLE CODES, LAWS, STANDARDS, ETC. 3. THE CONTRACTOR SHALL EXAMINE THE DRAWINGS AND SPECIFICATIONS AND CLEARLY THE CONTRACTOR SHALL EXAMINE THE DRAWINGS AND SPECIFICATIONS AND CLEARLY UNDERSTAND THE EXISTING CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED PRIOR TO BIDDING. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER ABOUT ANY CONDITION REQUIRING MODIFICATION OR CLARIFICATION PRIOR TO BIDDING. NO ALLOWANCES OF ANY KIND WILL BE MADE FOR ANY EXTRA COST DUE TO THE CONTRACTOR'S FAILURE TO INFORM THE CONTRACTING OFFICER OF DISCREPANCIES IN TIME TO ISSUE CORRECTIVE ADDENDA PRIOR TO BIDDING. 4. ALL GENERAL NOTES, DIMENSIONS, AND DETAILS SHALL BE CONSIDERED TYPICAL AND ALL GENERAL NOTES, DIMENSIONS, AND DETAILS SHALL BE CONSIDERED TYPICAL AND APPLY TO SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. SPECIFIC NOTES, DETAILS AND SPECIFICATIONS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL WORK BETWEEN THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL WORK BETWEEN TRADES, SUBCONTRACTORS, MANUFACTURERS, FABRICATORS, AND ALL OTHER CONTRACTED FOR THE COMPLETION OF THE WORK, INCLUDING THOSE UNDER SEPARATE CONTRACTS FOR CONCURRENT PROJECTS. 6. THE CONTRACTOR IS RESPONSIBLE FOR ALL TESTING, INSPECTIONS AND REPORTING AS THE CONTRACTOR IS RESPONSIBLE FOR ALL TESTING, INSPECTIONS AND REPORTING AS OUTLINED IN THE CONTRACT DOCUMENT AND AS REQUIRED BY THE PERMITTING AUTHORITIES TO COMPLETE THE WORK. 7. ALL WORK SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS SPECIFIED IN THE ALL WORK SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS SPECIFIED IN THE GEOTECHINICAL INVESTIGATION REPORT PREPARED BY KENNEDY/JENKS CONSULTANTS, INC., DATED FEBRUARY 17, 2014. THE RECOMMENDATIONS OF THE REPORT SHALL SUPERSEDE THE INFORMATION FOUND WITHIN THESE CONTRACT DOCUMENTS (DRAWINGS AND SPECIFICATIONS). 8. ALL UNDERGROUND UTILITIES SHOWN ON THESE PLANS REFLECT THE AVAILABLE RECORDS. ALL UNDERGROUND UTILITIES SHOWN ON THESE PLANS REFLECT THE AVAILABLE RECORDS. CONTRACTOR SHALL USE CAUTION IN ALL EXCAVATION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE TO INVESTIGATE AND VERIFY ALL EXISTING AND PROPOSED CONDITIONS AS SHOWN OR REFERENCED IN THE DOCUMENTS, INCLUDING LOCATION AND DEPTH OF ALL UTILITIES. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER OF ANY CONFLICTS AND/OR DISCREPANCIES BETWEEN EXISTING AND PROPOSED CONDITIONS WHICH WILL AFFECT THE WORK, BEFORE PROCEEDING WITH THE WORK. 9. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA 800-642-2444) TWO CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA 800-642-2444) TWO WORKING DAYS MINIMUM PRIOR TO ANY EXCAVATION. 10. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE DIVISION OF THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY PERTAINING TO "CONFINED SPACE". ANY MANHOLE, CULVERT, DROP INLET OR TRENCH, WHICH COULD CONTAIN AIR THAT IS NOT READILY VENTILATED, MAY BE CONSIDERED A "CONFINED SPACE". 11. PROVIDE ADEQUATE PROTECTION FOR ALL PROPOSED AND EXISTING UTILITIES DURING THE PROVIDE ADEQUATE PROTECTION FOR ALL PROPOSED AND EXISTING UTILITIES DURING THE CONSTRUCTION OF THIS PROJECT. 12. ALL EXISTING UTILITY STRUCTURES (SHOWN OR NOT SHOWN ON THE DRAWINGS) WITHIN ALL EXISTING UTILITY STRUCTURES (SHOWN OR NOT SHOWN ON THE DRAWINGS) WITHIN THE AREA OF WORK SHALL BE ADJUSTED OR RECONSTRUCTED TO THE FINISH GRADES SHOWN AND SPECIFIED. 13. UTILITY CONNECTIONS AND DISCONNECTIONS NECESSARY TO COMPLETE THE WORK SHALL UTILITY CONNECTIONS AND DISCONNECTIONS NECESSARY TO COMPLETE THE WORK SHALL BE PERFORMED IN SUCH A MANNER AS TO MINIMIZE UTILITY SERVICE INTERRUPTIONS. CONTRACTOR SHALL COORDINATE ALL "DOWN TIME" WITH THE CONTRACTING OFFICER AND THE APPROPRIATE UTILITY AND/OR AGENCY. 14. REFER TO CIVIL DRAWINGS FOR INFORMATION AND LOCATION OF ALL EXISTING AND REFER TO CIVIL DRAWINGS FOR INFORMATION AND LOCATION OF ALL EXISTING AND PROPOSED UTILITIES. 15. REFER TO STRUCTURAL AND ARCHITECTURAL DRAWINGS FOR INFORMATION REGARDING ALL REFER TO STRUCTURAL AND ARCHITECTURAL DRAWINGS FOR INFORMATION REGARDING ALL STRUCTURAL CONNECTIONS, WATERPROOFING, BUILDING SYSTEMS AND REQUIREMENTS. 16. THE CONTRACTOR SHALL PROTECT EXISTING FACILITIES, TREES, LANDSCAPE AND OTHER THE CONTRACTOR SHALL PROTECT EXISTING FACILITIES, TREES, LANDSCAPE AND OTHER ITEMS TO REMAIN FROM DAMAGE. ANY DAMAGE CAUSED BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL PROVIDE BARRICADES, SIGNS, LIGHTS, ETC. FOR THE PROTECTION OF PUBLIC, PERSONNEL, PROPERTY, AND MATERIAL AND TO PREVENT UNCONTROLLED ACCESS TO THE SITE AT ALL TIMES. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, AND NOT LIMITED TO NORMAL WORKING HOURS. 17. THE CONTRACTOR SHALL PROVIDE ACCESSIBLE EGRESS AND INGRESS TO ON-SITE THE CONTRACTOR SHALL PROVIDE ACCESSIBLE EGRESS AND INGRESS TO ON-SITE FACILITIES THAT ARE TO REMAIN OPERATIONAL DURING CONSTRUCTION. 18. ANY PERMANENT MONUMENTS OR POINTS DAMAGED OR DESTROYED BY CONSTRUCTION ANY PERMANENT MONUMENTS OR POINTS DAMAGED OR DESTROYED BY CONSTRUCTION ACTIVITIES SHALL BE REPLACED BY A LICENSED ENGINEER OR LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. 19. THE CONTRACTOR SHALL EMPLOY ALL MEANS NECESSARY TO CONTROL AIRBORNE THE CONTRACTOR SHALL EMPLOY ALL MEANS NECESSARY TO CONTROL AIRBORNE PARTICULATE (DUST) AT AND NEAR THE CONSTRUCTION SITE OF WORK AND ALONG APPROACH ROUTES TO THE CONSTRUCTION SITE AND IN COMPLIANCE WITH LOCAL AIR QUALITY STANDARDS. 20. CONTRACTOR SHALL MAINTAIN "GOOD HOUSEKEEPING" PRACTICES AT THE JOB SITE. CONTRACTOR SHALL MAINTAIN "GOOD HOUSEKEEPING" PRACTICES AT THE JOB SITE. EXCESS BUILDING MATERIALS AND DEBRIS SHALL BE REMOVED PROMPTLY FROM THE JOB SITE AND DISPOSED OF AT AN APPROVED DUMPSITE. THE JOB SITE SHALL BE LEFT "BROOM CLEAN" AT THE END OF EACH WORKDAY. BEFORE ACCEPTANCE BY THE CONTRACTING OFFICER, THE COMPLETED CONSTRUCTION SHALL BE CLEARED, ANY APPLICABLE LABELS REMOVED, AND ALL OTHER TOUCHUP WORK COMPLETED. ALL FINISH MATERIALS SHALL BE PROTECTED AT ALL TIMES AGAINST SUBSEQUENT DAMAGE UNTIL FINAL ACCEPTANCE BY THE CONTRACTING OFFICER. 21. A STAGING LOCATION IS PROVIDED ON L1.1 A STAGING LOCATION IS PROVIDED ON L1.1 22. WASTEWATER GENERATED DURING CONSTRUCTION SHALL NOT BE DISCHARGED TO THE WASTEWATER GENERATED DURING CONSTRUCTION SHALL NOT BE DISCHARGED TO THE STORM DRAIN SYSTEM. IF NECESSARY, THE CONTRACTOR SHALL PROVIDE AN AREA FOR ON-SITE WASHING ACTIVITIES DURING CONSTRUCTION. MATERIALS THAT COULD CONTAMINATE STORMWATER RUNOFF SHALL BE STORED IN AREAS WHICH ARE DESIGNED TO PREVENT EXPOSURE TO RAINFALL AND PREVENT RUNOFF. GRADING AND DRAINAGE FEATURES SHALL BE CONSTRUCTED SO THAT WATER FLOW DOES NOT DRAIN TO OTHER PROPERTIES. FLUSHING OF STREETS AND PARKING LOTS TO REMOVE DIRT AND CONSTRUCTION DEBRIS IS PROHIBITED UNLESS PROPER SEDIMENT CONTROLS ARE USED. 23. REFER TO CIVIL DRAWINGS FOR THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). REFER TO CIVIL DRAWINGS FOR THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). IF NO PLAN IS PROVIDED, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE A SWPPP TO THE APPROPRIATE AGENCY FOR APPROVAL. 24. THE CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO ALL IMPROVEMENTS TO THE THE CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO ALL IMPROVEMENTS TO THE ADJACENT EXISTING CONDITIONS WITH SMOOTH TRANSITIONS TO AVOID ANY ABRUPT OR APPARENT CHANGES IN GRADES, CROSS SLOPE, HAZARDOUS CONDITIONS, ETC. 25. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER OF ANY THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER OF ANY REVISIONS OR ADDITIONAL WORK REQUIRED AS A RESULT OF FIELD CONDITIONS OR LOCAL GOVERNING AUTHORITIES. ALL REVISIONS SHALL BE IN WRITTEN CHANGE ORDER FORM AND APPROVED AND AUTHORIZED BY THE CONTRACTING OFFICER BEFORE PROCEEDING WITH THE WORK. WORK PERFORMED WITHOUT WRITTEN AUTHORIZATION SHALL BE THE FULL RESPONSIBILITY OF THE CONTRACTOR AND AT NO ADDITIONAL COST TO THE OWNER.

AutoCAD SHX Text CENTER LINE ALIGN SCORE JOINT, SEE SPECIFICATIONS EJ EXPANSION JOINT, SEE SPECIFICATIONS EXPANSION JOINT, SEE SPECIFICATIONS DETAIL NUMBER SHEET NUMBER ACCESSIBLE ROUTE EJ EXPANSION JOINT EXPANSION JOINT EQ EQUAL EQUAL (E) EXISTING EXISTING MAX MAXIMUM MAXIMUM MIN MINIMUM MINIMUM OC ON CENTER ON CENTER PA PLANTING AREA PLANTING AREA QTY QUANTITY QUANTITY TYP TYPICAL TYPICAL SAD SEE ARCHITECT DRAWINGS SEE ARCHITECT DRAWINGS SCD SEE CIVIL DRAWINGS SEE CIVIL DRAWINGS SMD SEE MECHANICAL DRAWINGS SEE MECHANICAL DRAWINGS

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LEGEND

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AutoCAD SHX Text LAYOUT NOTES 1. THE CONTRACTOR IS RESPONSIBLE TO LAYOUT ALL THE CONTRACTOR IS RESPONSIBLE TO LAYOUT ALL IMPROVEMENTS AS SHOWN AND SPECIFIED. 2. THE CONTRACTOR SHALL FIELD VERIFY THAT ALL STAKING THE CONTRACTOR SHALL FIELD VERIFY THAT ALL STAKING SET FOR IMPROVEMENTS ARE CONSISTENT WITH THE DESIGN INTENT OF THESE PLANS AND IMMEDIATELY NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCY. 3. ALL CURVES TO BE CONTINUOUS WITH SMOOTH ALL CURVES TO BE CONTINUOUS WITH SMOOTH TRANSITIONS AS SHOWN IN THE DRAWINGS, UNLESS OTHERWISE NOTED. 4. HORIZONTAL COORDINATES AND DIMENSIONS ARE SHOWN HORIZONTAL COORDINATES AND DIMENSIONS ARE SHOWN AT THE PRIMARY GEOMETRIC CONTROL POINTS FOR THE IMPROVEMENTS TO AID THE CONTRACTOR WITH THE ESTABLISHMENT OF THE HORIZONTAL LOCATION OF THE IMPROVEMENTS AND ARE BASED ON THE SURVEY AND COORDINATES PROVIDED BY THE CIVIL ENGINEER. 5. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL AND ENGINEERING PLANS FOR THE LAYOUT, DIMENSIONS, ANGLES AND ELEVATIONS OF ALL BUILDINGS, STRUCTURES, UTILITIES, CURBS AND GUTTERS.

AutoCAD SHX Text TREE PROTECTION NOTES 1. REFER TO SPECIFICATIONS FOR PLANT PROTECTION, AND TREE REPLACEMENT REQUIREMENTS. REFER TO SPECIFICATIONS FOR PLANT PROTECTION, AND TREE REPLACEMENT REQUIREMENTS. 2. THE CONTRACTOR TO MEET WITH THE CONTRACTING OFFICER'S PROJECT ARBORIST BEFORE THE CONTRACTOR TO MEET WITH THE CONTRACTING OFFICER'S PROJECT ARBORIST BEFORE BEGINNING WORK TO DISCUSS WORK PROCEDURES AND TREE PROTECTION. 3. EACH TREE IDENTIFIED FOR PRESERVATION SHALL RECEIVE SUPPLEMENTAL IRRIGATION PRIOR EACH TREE IDENTIFIED FOR PRESERVATION SHALL RECEIVE SUPPLEMENTAL IRRIGATION PRIOR TO AND DURING THE DEMOLITION AND CONSTRUCTION PROCESS. 4. ESTABLISH A TREE PROTECTION ZONE (TPZ) FOR EACH TREE IDENTIFIED FOR PRESERVATION ESTABLISH A TREE PROTECTION ZONE (TPZ) FOR EACH TREE IDENTIFIED FOR PRESERVATION PRIOR BEGINNING ANY DEMOLITION OR CONSTRUCTION WORK. ANY MODIFICATIONS TO THE TPZ MUST BE APPROVED AND MONITORED BY THE PROJECT ARBORIST. 5. PROHIBIT WORK WITHIN THE TREE PROTECTION ZONE. INCLUDING: GRADING AND STORAGE OF PROHIBIT WORK WITHIN THE TREE PROTECTION ZONE. INCLUDING: GRADING AND STORAGE OF SOIL, CONSTRUCTION ACCESS ROUTES, TRAVEL AND PARKING OF ALL VEHICLES AND CONSTRUCTION EQUIPMENT, GRADE CHANGES AND EXCAVATIONS, MATERIAL STORAGE AND STAGING, FUEL AND MIXING AREAS, WASHOUT AREAS FOR CONCRETE AND OTHER MATERIALS. 6. VERIFY THAT ANY HERBICIDES PLACED UNDER PAVING MATERIALS ARE SAFE FOR USE AROUND VERIFY THAT ANY HERBICIDES PLACED UNDER PAVING MATERIALS ARE SAFE FOR USE AROUND TREES AND LABELED FOR THAT USE. 7. DO NOT LIME SOIL WITHIN 30' OF ANY TREE DESIGNATED FOR PRESERVATION. LIME IS TOXIC DO NOT LIME SOIL WITHIN 30' OF ANY TREE DESIGNATED FOR PRESERVATION. LIME IS TOXIC TO TREE ROOTS. 8. NO IRRIGATION TRENCHING SHALL OCCUR WITHIN THE TPZ, SEE IRRIGATION SPECIFICATION. NO IRRIGATION TRENCHING SHALL OCCUR WITHIN THE TPZ, SEE IRRIGATION SPECIFICATION. 9. FENCE ALL TREES TO BE RETAINED TO COMPLETELY ENCLOSE THE TREE PROTECTION ZONE FENCE ALL TREES TO BE RETAINED TO COMPLETELY ENCLOSE THE TREE PROTECTION ZONE PRIOR TO DEMOLITION, GRUBBING, OR GRADING. FENCES SHALL BE 4' HIGH ORANGE SAFTEY OR EQUIVALENT AS APPROVED. WHERE POSSIBLE, FENCE GROUP OF TREES TOGETHER. FENCES ARE TO REMAIN IN PLACE UNTIL ALL GRADING AND CONSTRUCTION IS COMPLETED. 10. PROTECT ALL TRUNKS AND LIMBS EXPOSED TO POTENTIAL DAMAGE BY CONSTRUCTION PROTECT ALL TRUNKS AND LIMBS EXPOSED TO POTENTIAL DAMAGE BY CONSTRUCTION ACTIVITIES WITH TIMBERS SECURED TO TREES WITH METAL STRAPS AS APPROVED BY THE PROJECT ARBORIST. 11. PRUNE TREES TO BE PRESERVED TO CLEAN THE CROWN AND TO PROVIDE CONSTRUCTION PRUNE TREES TO BE PRESERVED TO CLEAN THE CROWN AND TO PROVIDE CONSTRUCTION CLEARANCE. ALL PRUNING SHALL BE COMPLETED BY A CERTIFIED ARBORIST OR TREE WORKER AND ADHERE TO THE TREE PRUNING GUIDELINES OF THE INTERNATIONAL SOCIETY OF ARBORICULTURE. BRUSH SHALL BE CHIPPED AND SPREAD BENEATH THE TREES WITHIN THE TREE PROTECTION ZONE. 12. ENSURE THAT ANY ROOT PRUNING REQUIRED FOR CONSTRUCTION PURPOSES IS SUPERVISED ENSURE THAT ANY ROOT PRUNING REQUIRED FOR CONSTRUCTION PURPOSES IS SUPERVISED BY AND RECEIVES THE APPROVAL OF THE PROJECT ARBORIST. 13. APPLY AND MAINTAIN 3" OF WOOD CHIP MULCH WITHIN THE TREE PROTECTION ZONE. KEEP APPLY AND MAINTAIN 3" OF WOOD CHIP MULCH WITHIN THE TREE PROTECTION ZONE. KEEP THE MULCH 2' FROM THE BASE OF TREE TRUNKS. 14. EVALUATE ANY INJURY TO TREES THAT SHOULD OCCUR DURING CONSTRUCTION. NOTIFY THE EVALUATE ANY INJURY TO TREES THAT SHOULD OCCUR DURING CONSTRUCTION. NOTIFY THE PROJECT ARBORIST SO THAT APPROPRIATE TREATMENTS CAN BE APPLIED. 15. REQUIRE THAT ANY TREE PRUNING NEEDED FOR CLEARANCE DURING CONSTRUCTION BE REQUIRE THAT ANY TREE PRUNING NEEDED FOR CLEARANCE DURING CONSTRUCTION BE PERFORMED BY A CERTIFIED ARBORIST AND NOT BY CONSTRUCTION PERSONNEL. 16. AN I.S.A. CERTIFIED ARBORIST OR TREE WORKER SHALL BE PRESENT AT ALL TIMES DURING AN I.S.A. CERTIFIED ARBORIST OR TREE WORKER SHALL BE PRESENT AT ALL TIMES DURING PRUNING. ALL PRUNING SHALL BE IN ACCORDANCE WITH THE TREE PRUNING GUIDELINES OF THE INTERNATIONAL SOCIETY OF ARBORICULTURE AND ADHERE TO THE MOST RECENT EDITION OF THE AMERICAN NATIONAL STANDARDS FOR TREE CARE OPERATIONS (Z133.1) AND TREE PRUNING (A300).

AutoCAD SHX Text TREE PROTECTION NOTES 1. REFER TO SPECIFICATIONS FOR PLANT PROTECTION, AND TREE REPLACEMENT REQUIREMENTS. REFER TO SPECIFICATIONS FOR PLANT PROTECTION, AND TREE REPLACEMENT REQUIREMENTS. 2. THE CONTRACTOR TO MEET WITH THE CONTRACTING OFFICER'S PROJECT ARBORIST BEFORE THE CONTRACTOR TO MEET WITH THE CONTRACTING OFFICER'S PROJECT ARBORIST BEFORE BEGINNING WORK TO DISCUSS WORK PROCEDURES AND TREE PROTECTION. 3. EACH TREE IDENTIFIED FOR PRESERVATION SHALL RECEIVE SUPPLEMENTAL IRRIGATION PRIOR EACH TREE IDENTIFIED FOR PRESERVATION SHALL RECEIVE SUPPLEMENTAL IRRIGATION PRIOR TO AND DURING THE DEMOLITION AND CONSTRUCTION PROCESS. 4. ESTABLISH A TREE PROTECTION ZONE (TPZ) FOR EACH TREE IDENTIFIED FOR PRESERVATION ESTABLISH A TREE PROTECTION ZONE (TPZ) FOR EACH TREE IDENTIFIED FOR PRESERVATION PRIOR BEGINNING ANY DEMOLITION OR CONSTRUCTION WORK. ANY MODIFICATIONS TO THE TPZ MUST BE APPROVED AND MONITORED BY THE PROJECT ARBORIST. 5. PROHIBIT WORK WITHIN THE TREE PROTECTION ZONE. INCLUDING: GRADING AND STORAGE OF PROHIBIT WORK WITHIN THE TREE PROTECTION ZONE. INCLUDING: GRADING AND STORAGE OF SOIL, CONSTRUCTION ACCESS ROUTES, TRAVEL AND PARKING OF ALL VEHICLES AND CONSTRUCTION EQUIPMENT, GRADE CHANGES AND EXCAVATIONS, MATERIAL STORAGE AND STAGING, FUEL AND MIXING AREAS, WASHOUT AREAS FOR CONCRETE AND OTHER MATERIALS. 6. VERIFY THAT ANY HERBICIDES PLACED UNDER PAVING MATERIALS ARE SAFE FOR USE AROUND VERIFY THAT ANY HERBICIDES PLACED UNDER PAVING MATERIALS ARE SAFE FOR USE AROUND TREES AND LABELED FOR THAT USE. 7. DO NOT LIME SOIL WITHIN 30' OF ANY TREE DESIGNATED FOR PRESERVATION. LIME IS TOXIC DO NOT LIME SOIL WITHIN 30' OF ANY TREE DESIGNATED FOR PRESERVATION. LIME IS TOXIC TO TREE ROOTS. 8. NO IRRIGATION TRENCHING SHALL OCCUR WITHIN THE TPZ, SEE IRRIGATION SPECIFICATION. NO IRRIGATION TRENCHING SHALL OCCUR WITHIN THE TPZ, SEE IRRIGATION SPECIFICATION. 9. FENCE ALL TREES TO BE RETAINED TO COMPLETELY ENCLOSE THE TREE PROTECTION ZONE FENCE ALL TREES TO BE RETAINED TO COMPLETELY ENCLOSE THE TREE PROTECTION ZONE PRIOR TO DEMOLITION, GRUBBING, OR GRADING. FENCES SHALL BE 4' HIGH ORANGE SAFTEY OR EQUIVALENT AS APPROVED. WHERE POSSIBLE, FENCE GROUP OF TREES TOGETHER. FENCES ARE TO REMAIN IN PLACE UNTIL ALL GRADING AND CONSTRUCTION IS COMPLETED. 10. PROTECT ALL TRUNKS AND LIMBS EXPOSED TO POTENTIAL DAMAGE BY CONSTRUCTION PROTECT ALL TRUNKS AND LIMBS EXPOSED TO POTENTIAL DAMAGE BY CONSTRUCTION ACTIVITIES WITH TIMBERS SECURED TO TREES WITH METAL STRAPS AS APPROVED BY THE PROJECT ARBORIST. 11. PRUNE TREES TO BE PRESERVED TO CLEAN THE CROWN AND TO PROVIDE CONSTRUCTION PRUNE TREES TO BE PRESERVED TO CLEAN THE CROWN AND TO PROVIDE CONSTRUCTION CLEARANCE. ALL PRUNING SHALL BE COMPLETED BY A CERTIFIED ARBORIST OR TREE WORKER AND ADHERE TO THE TREE PRUNING GUIDELINES OF THE INTERNATIONAL SOCIETY OF ARBORICULTURE. BRUSH SHALL BE CHIPPED AND SPREAD BENEATH THE TREES WITHIN THE TREE PROTECTION ZONE. 12. ENSURE THAT ANY ROOT PRUNING REQUIRED FOR CONSTRUCTION PURPOSES IS SUPERVISED ENSURE THAT ANY ROOT PRUNING REQUIRED FOR CONSTRUCTION PURPOSES IS SUPERVISED BY AND RECEIVES THE APPROVAL OF THE PROJECT ARBORIST. 13. APPLY AND MAINTAIN 3" OF WOOD CHIP MULCH WITHIN THE TREE PROTECTION ZONE. KEEP APPLY AND MAINTAIN 3" OF WOOD CHIP MULCH WITHIN THE TREE PROTECTION ZONE. KEEP THE MULCH 2' FROM THE BASE OF TREE TRUNKS. 14. EVALUATE ANY INJURY TO TREES THAT SHOULD OCCUR DURING CONSTRUCTION. NOTIFY THE EVALUATE ANY INJURY TO TREES THAT SHOULD OCCUR DURING CONSTRUCTION. NOTIFY THE PROJECT ARBORIST SO THAT APPROPRIATE TREATMENTS CAN BE APPLIED. 15. REQUIRE THAT ANY TREE PRUNING NEEDED FOR CLEARANCE DURING CONSTRUCTION BE REQUIRE THAT ANY TREE PRUNING NEEDED FOR CLEARANCE DURING CONSTRUCTION BE PERFORMED BY A CERTIFIED ARBORIST AND NOT BY CONSTRUCTION PERSONNEL. 16. AN I.S.A. CERTIFIED ARBORIST OR TREE WORKER SHALL BE PRESENT AT ALL TIMES DURING AN I.S.A. CERTIFIED ARBORIST OR TREE WORKER SHALL BE PRESENT AT ALL TIMES DURING PRUNING. ALL PRUNING SHALL BE IN ACCORDANCE WITH THE TREE PRUNING GUIDELINES OF THE INTERNATIONAL SOCIETY OF ARBORICULTURE AND ADHERE TO THE MOST RECENT EDITION OF THE AMERICAN NATIONAL STANDARDS FOR TREE CARE OPERATIONS (Z133.1) AND TREE PRUNING (A300).

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BUILDING 993 FFE 89.99

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BUILDING 991

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RAMP, TYP

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BIKE RACKS

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BIKE RACKS

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NEW DECK AND STAIRS, SAD

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NEW DECK AND STAIRS, SAD

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EXISTING SIDEWALK TO REMAIN

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(MAIN ACCESS ROAD)

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TRAILER LOCATION

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(E) PARKING LOT

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CONTRACTOR NOT PERMITTED TO USE SOUTHERN PARKING LOT

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ALVORD ROAD

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LIMIT OF WORK

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LIMIT OF WORK

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STAGING AREA AND ADDITIONAL CONTRACTOR PARKING

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SMOKING AREA

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CONTRACTOR PARKING

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(E) STAIR TO REMAIN

AutoCAD SHX Text Plotted: 6/21/2021 12:37 PM - By: NATHANAEL.GRAY - R17.1 - File: S:\Active Job Files\Fort Vancouver Bldg 993 18021A\CAD\03-CD\RHAA\Plot\L1.1 FOVA Overall Site Plan.dwg

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FORT VANCOUVER

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CONSTRUCTION DOCUMENTS

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BUILDING 991

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NEW PARKING

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EXISTING STAIRS AND WALL

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BUILDING 989

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LIMIT OF WORK

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LIMIT OF WORK

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NEW 6" CURB, SCD

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NEW PARKING LOT, SCD

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PEDESTRIAN CONCRETE, TYP

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PEDESTRIAN CONCRETE CONTINUES TO EXISTING SIDEWALK, SCD

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CONCRETE RAMP AND HANDRAIL, SCD FOR GRADES

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CONCRETE STAIR AND HANDRAIL

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CONCRETE PAVING POURED UP TO (E) PAVING

AutoCAD SHX Text Plotted: 6/21/2021 12:40 PM - By: NATHANAEL.GRAY - R17.1 - File: S:\Active Job Files\Fort Vancouver Bldg 993 18021A\CAD\03-CD\RHAA\Plot\L2.1-L2.2 FOVA Construction and Layout Plan.dwg

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REHAB. OF HISTORIC BARRACK NO. 993

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FORT VANCOUVER

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CONSTRUCTION DOCUMENTS

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CONSTRUCTION AND LAYOUT PLAN

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MATCHLINE, SEE SHEET L2.2

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BUILDING 993

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NEW 6" CURB, SCD

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FFE 89.99

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EXISTING TREES TO REMAIN, TYP

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EXISTING SHRUB TO REMAIN, TYP

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LIMIT OF WORK

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LIMIT OF WORK

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(E) STAIR TO REMAIN

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PEDESTRIAN CONCRETE

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PEDESTRIAN CONCRETE, EXPANSION FOR BIKE RACK

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BIKE RACK QTY 5

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CONCRETE RAMP AND HANDRAIL, SCD FOR GRADES

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BIKE RACK QTY 5

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EXISTING STAIR TO REMAIN

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EXISTING DECK ABOVE TO REMAIN

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STAIRS TO BE REBUILT, SAD

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STAIR AND DECK TO BE REBUILT, SAD

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STAIR AND DECK TO BE REBUILT, SAD

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RAMP AND WALLS, SAD

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EXISTING PATH TO REMAIN

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MECHANICAL EQUIPMENT, SMD

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(3) EXISTING SHRUBS TO REMAIN

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LANDSCAPE EDGING

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LANDSCAPE EDGING

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BIKE RACK QTY 2

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EXISTING CONCRETE STRUCTURE TO REMAIN

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RAISE AND RECONSTRCUT DECK, SAD

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EXISTING STAIR TO REMAIN

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EXISTING STAIR TO REMAIN

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EXISTING CONCRETE STRUCTURE TO REMAIN

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PEDESTRIAN CONCRETE, EXPANSION FOR BIKE RACK

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LANDSCAPE EDGING

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CONCRETE RAMP AND HANDRAIL, SCD FOR GRADES

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EXISTING CONCRETE PAVING UNDER DECK TO REMAIN

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PEDESTRIAN CONCRETE, TYP

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EXISTING CONCRETE PAVING UNDER DECK TO REMAIN

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DOOR BELOW DECK

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DOOR ABOVE DECK

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STAIRS TO BE REBUILT, SAD

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STAIRS TO BE REBUILT, SAD

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DCVA VAULT, SCD

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GRADE BREAK

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PEDESTRIAN CONCRETE

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RETAINING WALL AT VAULT

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DIRECTIONAL SIGNAGE TO ENTRIES

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DIRECTIONAL SIGNAGE TO BASEMENT ENTRY

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DIRECTIONAL SIGNAGE TO BASEMENT ENTRY

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DIRECTIONAL SIGNAGE TO ENTRIES

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DIRECTIONAL SIGNAGE TO BASEMENT ENTRY

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BOLLARD LIGHTING AT PATH

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EXISTING CONCRETE PAVING UNDER DECK TO REMAIN

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HANDRAIL TO MATCH RAMP

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MAIN BID

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PEDESTRIAN CONCRETE

AutoCAD SHX Text Plotted: 6/21/2021 12:40 PM - By: NATHANAEL.GRAY - R17.1 - File: S:\Active Job Files\Fort Vancouver Bldg 993 18021A\CAD\03-CD\RHAA\Plot\L2.1-L2.2 FOVA Construction and Layout Plan.dwg

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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OF

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TITLE OF SHEET

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LANDSCAPE

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DN

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REHAB. OF HISTORIC BARRACK NO. 993

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FORT VANCOUVER

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CONSTRUCTION DOCUMENTS

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CONSTRUCTION AND LAYOUT PLAN

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MATCHLINE, SEE SHEET L2.1

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SCALE OF FEET

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SCALE

NOTES:

1. MEDIUM BROOM FINISH, UNLESS

OTHERWISE NOTED ON PLANS.

2. PROVIDE SCORE JOINTS (SJ) AND

EXPANSION JOINTS (EJ) AS

SHOWN ON PLAN.

3. PROVIDE (EJ) MAX. 18' O.C. BOTH

DIRECTIONS, ADJACENT TO

BUILDINGS, WALLS, AND OTHER

VERTICAL ELEMENTS, UNLESS

OTHERWISE NOTED ON PLANS.

4. ALL CONCRETE ON SITE WILL BE

TINTED TO MATCH THE EXISTING

HISTORIC SIDEWALKS. COLOR =

DAVIS COLORS: OUTBACK 677

COMPACTED SUBGRADE,

SEE SPECS.

COMPACTED CLASS 2

AGGREGATE BASE, SEE SPECS.

P.I.P. CONCRETE PAVING,

SEE SPECS.

#4 REBAR 12" O.C. BOTH WAYS

HOLD FINISH GRADE 1/2"

BELOW PAVING

EASE EXPOSED EDGES

SCORE JOINT (SJ)

EXPANSION JOINT (EJ)

PEDESTRIAN CONCRETE

3" CLR

C

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EXPANSION JOINT

NOTES:

1. PROVIDE EJ'S AT ALL WALLS,

COLUMNS AND SIMILAR

VERTICAL STRUCTURES.

2. EXPANSION JOINTS AS SHOWN

ON PLAN.

3. DOWEL IS TYPICAL AT ALL EJ'S

EXCEPT AGAINST CURBS,

WALLS, COLUMNS OR SIMILAR

VERTICAL STRUCTURES,

UNLESS OTHERWISE NOTED ON

THE DRAWING.

EXPANSION JOINT (CAULKED)

DOWEL AT EXPANSION JOINT

12" EXPANSION SLEEVE, WAXED TO PREVENT

BONDING AND #4 SMOOTH DOWEL, 18" LONG,

EPOXY COATED, AT 12" O.C.

PRE-MOLDED EXPANSION JOINT - CUT BACK AS

REQUIRED AFTER POUR

PRE-MOLDED EXPANSION JOINT - CUT BACK AS

REQUIRED AFTER POUR

P.I.P. CONCRETE

BACKING ROD

CAULKING

3/8"

TOOLED EDGE 1/8" R MAX, TYP.

1/4"

PRE-MOLDED EXPANSION JOINT - CUT BACK AS

REQUIRED AFTER POUR

P.I.P. CONCRETE

TOOLED EDGE 1/8" R MAX., TYP.3

EXPANSION AND CONTROL JOINTS

BUILDING

TOOLED SCORE / CONTROL JOINT

P.I.P. CONCRETE

1/4"

TOOLEDCONTROL JOINT

1/8" R MAX., TYP.

1/4 OF SLAB DEPTH

8"

LEVEL GRADE

1'-0" MIN.

R

2'-4"

T

Y P

NOTES:

1. RETAINING WALL TO BE COLOR

DAVIS OUTBACK 677 W/ LIGHT

SANDBLAST FINISH.

DCVA VAULT,

SCD

CONCRETE SITE WALL,

SEE NOTES.

PERFORATED PIPE CONNECT

TO STORM DRAIN PER CIVIL

12" x 12" DRAIN ROCK, WRAPPED

ALL SIDE W/ FILTER FABRIC

#4 REBAR @ 12" O.C. BOTH WAYS

#4 REBAR CAGE @ 18" O.C.

AND (4) #4 TOP AND BOTTOM

CLASS 2 AGGREGATE BASE,

SEE SPECS.

COMPACTED SUBGRADE,

SEE SPECS.

EJ, SEE

SPECS.

M

I N

RETAINING WALL @ VAULT

M I N

1'-8"

STAIR AND NOSING DETAIL

1"

2 1/4"

R 1/4"

#4 REBAR,

CONTINUOUS

TROWELED GROVES IN CONCRETE -

2-1/4" MIN WIDTH AT UPPER APPROACH

AND ALL TREADS, TO BE PAINTED

CONTRASTING COLOR FROM TREAD

WITH MASONRY PAINT. SEE SPECS.

R 1/4"

NOTES:

1. TREADS TO BE SLIP RESISTANT AND BUILT

SO THAT WATER WILL NOT ACCUMULATE

ON THEM (1.8% MAX SLOPE).

1.75%

12"

BEYOND

TREAD

6"

MIN

12"

LEVEL

T

Y P

1.5" Ø HANDRAIL AND POSTS, EXTRA

STRONG STEEL TUBE, GALVANIZED,

BLACK. EASE ALL EXPOSED EDGES,

1/8" RADIUS, TYP

GROUT POCKET,

SEE NOTES.

NOTES:

1. DESIGN INTENT SHOWN ONLY. SUBMIT

SHOP DRAWINGS FOR APPROVAL BY

LANDSCAPE ARCHITECT.

2. PROVIDE 5' MIN. LEVEL LANDING (NOT TO

EXCEED 1.5%) TOP AND BOTTOM OF STAIR.

30" MAX RISE W/O INTERMEDIATE LANDING.

3. DOWEL TOP AND BOTTOM OF STAIR TO

ADJACENT PAVING AND WALLS

4. HANDRAIL AND POSTS TO BE 1.5" INSIDE ∅

EXTRA STRONG STEEL TUBE, GALVANIZED,

PAINTED JET BLACK. EASE ALL EXPOSED

EDGES, 1/8" RADIUS, TYP. INSTALL

HANDRAIL PLUMB & LEVEL W/ EXTENSIONS

IN DIRECTION OF TRAVEL. SEE PLANS FOR

LOCATION OF HANDRAILS. EMBED POSTS

W/ QUICK SETTING NON-SHRINK GROUT.

GROUT POCKET 1" LARGER THAN POSTS, 2"

CLEAR MIN. OF EDGE OF CONCRETE AND 3"

CLEAR MIN. OF EXPANSION JOINTS.

5. REFER TO CIVIL DRAWINGS FOR STAIR

GRADES.

6. HANDRAILS ON BOTH SIDES.

7. INCLUDE INTERMEDIATE HANDRAIL POST

FOR SPANS OVER 6'-0".

CONCRETE STAIR AND HANDRAIL

M

I

N

STAIR NOSING

L3.1

6" 6"

3" CLR

1'-0"

THREAD

EXPANSION JOINT

AND DOWEL, TYP

ADJACENT

PAVING, TYP

R

#4 REBAR,

2" MIN CLR

PIP CONCRETE STEPS

WITH # 4 REBAR, 10" O.C.

BOTH WAYS, 3" CLR, TYP

COMPACTED SUBGRADE,

SEE SPECS.

R

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REHAB. OF HISTORIC BARRACK NO. 993

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FORT VANCOUVER

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CONSTRUCTION DOCUMENTS

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AutoCAD SHX Text 01/31/2022

AutoCAD SHX Text 06/21/2021

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CONSTRUCTION DETAILS

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F

POSTS, EQUAL

SPACING (6' MAX)

12"

LEVEL

T

Y P

12"

LEVEL

B O

T T

O M

O

R

A M

P

R3

TYP.

CONCRETE RAMP AND HANDRAIL

SECTION

NOTES:

1. DESIGN INTENT SHOWN ONLY. SUBMIT

SHOP DRAWINGS FOR APPROVAL BY

LANDSCAPE ARCHITECT.

2. PROVIDE 5' MIN. LEVEL LANDING (NOT TO

EXCEED 1.5%) TOP AND BOTTOM OF RAMP.

30" MAX RISE W/O INTERMEDIATE LANDING.

3. DOWEL TOP AND BOTTOM OF RAMP TO

ADJACENT PAVING AND WALLS

4. HANDRAIL AND POSTS TO BE 1.5" INSIDE Ø

EXTRA STRONG STEEL TUBE, GALVANIZED,

PAINTED JET BLACK. EASE ALL EXPOSED

EDGES, 1/8" RADIUS, TYP.INSTALL

HANDRAIL PLUMB & LEVEL W/

EXTENSIONS IN DIRECTION OF TRAVEL.

SEE PLANS FOR LOCATION OF HANDRAILS.

EMBED POSTS W/ QUICK SETTING

NON-SHRINK GROUT. GROUT POCKET 1"

LARGER THAN POSTS, 2" CLEAR MIN. OF

EDGE OF CONCRETE AND 3" CLEAR MIN.

OF EXPANSION JOINTS.

5. REFER TO CIVIL DRAWINGS FOR RAMP

SLOPES.

6. HANDRAILS ON BOTH SIDES.

REINFORCED PIP CONCRETE

#4 REBAR 12" O.C. BOTH

WAYS

EXPANSION JOINT

& DOWEL, TYP.

HANDRAIL

HANDRAIL

POST

CLR

CONCRETE FOOTING

AT GROUT POCKET

CLASS 2 AGGREGATE

BASE, SEE SPECS.

COMPACTED SUBGRADE,

SEE SPECS.

EXPANSION JOINT

& DOWEL, TYP.

T

Y P

MIDDLE BAR AT MID POST

S E

E G

R A

D

IN

G P

LA

N

T O

P

O

F

R

A M

P

SECTION

BIKE RACK

PIP CONCRETE PAVING

ADJACENT

PLANTING

BIKE RACK

SURFACE FLANGE, BOLT

ACCORDING TO

MANUFACTURER'S

RECOMMENDATION

2'-0" MIN CLR

BTW OBJECTS

1. MANUFACTURER: BIKEPARKING.COM

2. NAME: WELLE SERIES

3. MODEL #: WSH3602-SF-GP, HOT

4. FINISH: HOT GALVANIZED W/ BLACK

POWDER COAT TOP COAT

5. COLOR: RAL 9005 - JET BLACK

6. ATTACH WITH SURFACE FLANGE

PLAN

6'-0" MIN, CLR FOR BIKE LENGTH

M

I N

C

L R

B T

W

O

B J E

C T

S

M

R

B T

W

O

B J E

C T

S

SURFACE FLANGE, BOLT ACCORDING TO

MANUFACTURER'S RECOMMENDATION

BIKE RACK, TYP.

SEE SPECS.

M

B

W

A C

K S

2'-0" MIN CLR

BTW OBJECTS

1'-10"

CRITICAL ROOT ZONE

1 FOOT PER 1 INCH TRUNK DIAMETER

ORANGE SAFETY

FENCING

DRIP LINE

ORANGE SAFETY FENCE

USE ZIP TIES TO SECURE FENCE

TO T-POST

STAKING 6' HIGH METAL

T-POST AT 8' O.C. MAX.

DRIP LINE

PLAN

SINGLE TREE

FINISH

GRADE

6' HIGH T-POS

AT 8' O.C.

M

I N

M I N

TREE PRESERVATION FENCING

T

P

Z

T

P

Z

T

P

Z

T

P

Z T

P

Z

T

P

Z

T

P

Z

T

P

Z

RAMP PLAN - CODE REQUIREMENTS

5'-0" MIN. 5' MIN.

M

I N

VARIES, 30' MAX.

NOTES:

1. SEE L2.2 FOR ACTUAL SLOPES

AND DIMENSIONS

2. LANDING REQUIRED AT

INTERVALS NOT EXCEEDING 30"

IN VERTICAL RISE AND AT EACH

CHANGE OF DIRECTION. (CBC

114A.4.1)

3. LANDINGS TO BE LEVEL.

4. HANDRAILS TO BE PROVIDED ON

BOTH SIDES OF RAMP WHEN

SLOPE EXCEEDS 5%. (CBC 11141.6.1)

5. RAMPS MORE THAN 30" ABOVE

GRADE SHALL BE PROVIDED WITH

GUARDRAILS. (CBC1114A.5)

6. CROSS SLOPE NOT TO EXCEED

2% IN EITHER DIRECTION.

LANDING SIZE

CONDITION X

WHEN DOOR SWINGS

ONTO LANDING

42" MIN +

DOOR WIDTH

WHEN NO

DOOR SWINGS

ONTO LANDING

60" MIN

UPPER

LANDING

INTERMEDIATE

LANDING

SEE GRADING PLAN

M

I N

LOWER

LANDING

6'-0" MIN.

M

I N

INTERMEDIATE

LANDING WITH

TURN

S E

E

G

R A

D I N

G

P

L A

N

1'-3" HANDRAIL EXTENSION. TOP AND BOTTOM. TYP.

SEE GRADING PLAN

VARIES, 30' MAX.

V A

R I E

S

M

A X

3" CLR, TYP

C

L R

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CONSTRUCTION DOCUMENTS

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REHAB. OF HISTORIC BARRACK NO. 993

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FORT VANCOUVER

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CONSTRUCTION DOCUMENTS

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JOINTING PLAN

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MATCHLINE, SEE SHEET L4.2

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SCALE OF FEET

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