9979 - Ruffner Plaza Sail Shade- Bid Plans.pdf

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NORTH

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TOWN OF LURAY, VIRGINIA

AutoCAD SHX Text PROPOSED USE: THE PROPOSED PROJECT INCLUDES THE DEMOLITION OF EXISTING CONCRETE AND WOODEN PERGOLA STRUCTURE, AS WELL AS THE CONSTRUCTION OF NEW CONCRETE, CURBING, HANDICAP RAMPS, BOLLARD AND LIGHT POLE FOUNDATIONS, AND ANCHOR BOLT INSTALLATION AT RUFFNER PLAZA. THE PROJECT WILL REQUIRE COORDINATION WITH THE TOWN AND OTHER ON-SITE CONTRACTORS PROVIDING NEW ELECTRICAL UNDERGROUND FEEDS, LIGHT POLES, AND THE INSTALLATION OF THE NEW SAIL SHADE. PRIORITY SHALL BE GIVEN TO REMOVAL AND REPLACEMENT OF THE PORTION OF THE CONCRETE FOR THE GREENWAY TRAIL AS WELL AS ACCESS TO THE PARKING LOT AND ADJACENT BUSINESSES.

AutoCAD SHX Text VICINITY MAP SCALE: 1" = 1,000' 1" = 1,000' PROJECT COORDINATES 38° 39' 55" N 78° 27' 43"W

AutoCAD SHX Text PROJECT SITE SUMMARY: SITE ADDRESS: 14 S HAWSBILL ST 14 S HAWSBILL ST LURAY, VA 22835 OWNER/APPLICANT: TOWN OF LURAY TOWN OF LURAY CONTACT: JEN JENKINS JEN JENKINS ADDRESS: 45 EAST MAIN STREET 45 EAST MAIN STREET LURAY, VA 22835 TELEPHONE NO: 540-843-0770 540-843-0770 PROJECT MANAGER: RACEY ENGINEERING, PLLC RACEY ENGINEERING, PLLC CONTACT: TYLER S. AUSTIN, P.E. TYLER S. AUSTIN, P.E. ADDRESS: 312 WEST MAIN STREET 312 WEST MAIN STREET LURAY, VIRGINIA 22835 TELEPHONE NO: (540) 743-9227(540) 743-9227

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RUFFNER PLAZA SAIL SHADE TOWN OF LURAY

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PROJECT SITE

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AutoCAD SHX Text P:\2023\9979 -TOL Ruffner Plaza Sail Shade\8. DESIGN\4. DWG\CIVIL\COMPOSITE

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BID SET

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TLC

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TSA

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TLC

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TSA

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RUFFNER PLAZA SAIL SHADE

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TOWN OF LURAY

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TOWN OF LURAY, VIRGINIA

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CLIENT REVIEW

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BID SET

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PUBLISH DATE: 2/9/2024

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DESIGNED:TLC

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DRAWN:TLC

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RACEY PROJECT NUMBER: 9979

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CHECKED:TSA

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PROJECT NOTES

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EX. FEATURES AND DEMOLITION

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PLAZA LAYOUT

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PROPOSED ELECTRICAL PLAN

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CONSTRUCTION DETAILS

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SAIL SHADE FOUNDATION DESIGN

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AutoCAD SHX Text GENERAL NOTES AND STANDARDS: CONSTRUCTION STANDARDS ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM WITH THESE DRAWINGS, PROJECT SPECIFICATIONS, WITH ALL CURRENT APPLICABLE CODES, AND, UNLESS OTHERWISE SPECIFIED, WITH THE LATEST REVISIONS OF THE FOLLOWING REFERENCE DOCUMENTS: TOWN OF LURAY CONSTRUCTION STANDARDS AND SPECIFICATIONS VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD & BRIDGE SPECIFICATIONS VDOT ROAD AND BRIDGE STANDARDS VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH) ADA STANDARDS FOR ACCESSIBLE DESIGN VIRGINIA WORK AREA PROTECTION MANUAL CONSTRUCTION NOTES 1. ALL CONSTRUCTION SHALL CONFORM WITH APPLICABLE FEDERAL, STATE, AND LOCAL CONSTRUCTION ALL CONSTRUCTION SHALL CONFORM WITH APPLICABLE FEDERAL, STATE, AND LOCAL CONSTRUCTION STANDARDS AS IDENTIFIED IN THESE PLANS. THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING LICENSES AT THEIR EXPENSE, MAINTAIN COPIES OF THE PERMITS AND LICENSES ON-SITE AT ALL TIMES DURING CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS AND REQUIREMENTS OF THE PERMITS. 2. THE CONTRACTOR SHALL MAINTAIN A SET OF CONSTRUCTION DOCUMENTS, SPECIFICATIONS, AND A THE CONTRACTOR SHALL MAINTAIN A SET OF CONSTRUCTION DOCUMENTS, SPECIFICATIONS, AND A STORMWATER POLLUTION PREVENTION PLAN (IF APPLICABLE) ON-SITE AT ALL TIMES DURING CONSTRUCTION. A DESIGNATED RESPONSIBLE PERSON SHALL BE AVAILABLE FOR CONTACT BY INSPECTORS OR AGENCY OFFICIALS. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE START OF CONSTRUCTION. IF ANY DISCREPANCIES, INCONSISTENCIES, OR AMBIGUITIES ARE FOUND BETWEEN THE DRAWINGS, SPECIFICATIONS, SITE CONDITIONS, OR ANY RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE ENGINEER AFTER THE DISCOVERY OF SUCH DISCREPANCIES, INCONSISTENCIES, OR AMBIGUITIES SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 4. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. NO CONSIDERATION WILL BE GIVEN TO CHANGE ORDERS FOR WHICH THE OWNER AND ENGINEER WERE NOT CONTACTED PRIOR TO CONSTRUCTION OF THE AFFECTED ITEM. DEVIATIONS FROM OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED, UNLESS OTHERWISE APPROVED BY THE ENGINEER. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED THEREON, WITHOUT FIRST OBTAINING WRITTEN AUTHORIZATION FOR SUCH DEVIATIONS FROM THE OWNER AND ENGINEER, IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ALL SUCH COSTS TO CORRECT ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES, COMPENSATION AND PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROM. 5. CONTRACTOR TO VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY. CONTRACTOR TO VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY. ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND NOTIFY THE OWNER AND THE ENGINEER OF ANY ERRORS, OMISSIONS, OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK. CONTRACTOR SHALL NOTIFY ENGINEER AND OWNER IN WRITING IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 6. THE LOCATION OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY. THE CONTRACTOR IS THE LOCATION OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL PUBLIC OR PRIVATE UTILITIES WHICH LIE IN OR ADJACENT TO THE CONSTRUCTION SITE AND IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES ASSOCIATED WITH THE PROJECT WORK SCOPE DURING CONSTRUCTION. AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY MISS UTILITY” OF VIRGINIA @811 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT OF VIRGINIA @811 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. A CERTIFIED PRIVATE UTILITY LOCATION COMPANY SHALL BE HIRED TO IDENTIFY ANY ADDITIONAL EXISTING UTILITIES ON PRIVATE PROPERTY. IN ANY SITUATION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ALL EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. 7. PROPERLY SECURE THE CONSTRUCTION AREA AT ALL TIMES AGAINST UNAUTHORIZED ENTRY AND PROPERLY SECURE THE CONSTRUCTION AREA AT ALL TIMES AGAINST UNAUTHORIZED ENTRY AND ADEQUATELY PROTECT EQUIPMENT, MATERIALS, AND COMPLETED WORK FROM THEFT AND VANDALISM. THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE. 8. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY THROUGHOUT THE ENTIRE DURATION OF CONSTRUCTION UNTIL CLOSEOUT PROCEDURES ARE COMPLETED. 9. A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL REQUEST THE MEETING WITH THE VESCP AUTHORITY AT LEAST ONE WEEK IN ADVANCE. IMMEDIATE SCHEDULING WITH THE VESCP AUTHORITY IS NOT GUARANTEED, AND CONTRACTOR SHOULD PROVIDE AMPLE NOTICE FOR DESIRED MEETING TIMES. 10. ANY DAMAGE OCCURRING TO THE EXISTING SITE INFRASTRUCTURE ON THIS OR THE ADJACENT SITE ANY DAMAGE OCCURRING TO THE EXISTING SITE INFRASTRUCTURE ON THIS OR THE ADJACENT SITE DURING THE CONSTRUCTION OPERATIONS AND/OR MOBILIZATION, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL EXISTING DAMAGED ITEMS INCLUDING CONCRETE AND/OR PAVEMENT SECTIONS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS PRIOR TO PROJECT COMPLETION AT THE EXPENSE OF THE CONTRACTOR. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING WITH MATCHING MATERIALS ANY PAVEMENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING WITH MATCHING MATERIALS ANY PAVEMENT, DRIVEWAYS, WALKS, CURBS, ETC. THAT MUST BE CUT OR THAT ARE DAMAGED DURING CONSTRUCTION INSIDE AND OUTSIDE OF THE LIMITS OF CONSTRUCTION. 12. THE CONTRACTOR IS RESPONSIBLE TO REMOVE ALL THE REMOVED/DEMOLISHED MATERIAL FROM THE THE CONTRACTOR IS RESPONSIBLE TO REMOVE ALL THE REMOVED/DEMOLISHED MATERIAL FROM THE PROJECT SITE, UNLESS OTHERWISE NOTED, AND DISPOSE OF THE MATERIAL IN A SAFE, LEGAL MANNER. 13. ANY AND ALL UTILITIES AND/OR OBSTRUCTIONS (POWER POLES, TELEPHONE PEDESTALS, GUY WIRES, ANY AND ALL UTILITIES AND/OR OBSTRUCTIONS (POWER POLES, TELEPHONE PEDESTALS, GUY WIRES, WATER METERS, ETC.) THAT ARE REQUIRED TO BE RELOCATED OR ADJUSTED DUE TO CONSTRUCTION SHALL BE DONE SO AT THE OWNERS/DEVELOPERS EXPENSE. 14. DIMENSIONS AND RADII ARE TO FACE OF CURB AND TO OUTSIDE FACE OF BUILDINGS, WHERE DIMENSIONS AND RADII ARE TO FACE OF CURB AND TO OUTSIDE FACE OF BUILDINGS, WHERE APPLICABLE, UNLESS OTHERWISE INDICATED. 15. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL/BUILDING PLANS FOR EXACT LOCATIONS AND CONTRACTOR SHALL REFER TO THE ARCHITECTURAL/BUILDING PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY LOCATIONS. 16. SLOPES WITHIN THE LIMITS OF THE HANDICAPPED PARKING AREAS SHALL NOT EXCEED 2.0% IN ANY SLOPES WITHIN THE LIMITS OF THE HANDICAPPED PARKING AREAS SHALL NOT EXCEED 2.0% IN ANY DIRECTION. CROSSWALKS AND SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 2.0% AND A MAXIMUM LONGITUDINAL SLOPE OF 5.0% IN DIRECTION OF TRAVEL. SLOPES IN HANDICAP RAMPS SHALL BE BUILT IN CONFORMANCE WITH THE LATEST ADA AND LOCAL DESIGN STANDARDS, THE MORE STRINGENT SHALL APPLY. 17. ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL CONFORM TO THE “MANUAL ON UNIFORM ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL CONFORM TO THE “MANUAL ON UNIFORM MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES”. ALL NEW SIGNS SHALL BE MOUNTED ON GALVANIZED POSTS AND IN . ALL NEW SIGNS SHALL BE MOUNTED ON GALVANIZED POSTS AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 18. FIRE LANE DESIGNATION AND MARKING (IF REQUIRED) IS TO BE DETERMINED BY THE LOCAL FIRE FIRE LANE DESIGNATION AND MARKING (IF REQUIRED) IS TO BE DETERMINED BY THE LOCAL FIRE DEPARTMENT WITH JURISDICTION, PRIOR TO ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. 19. ALL GROUND COVER AND LANDSCAPING SHALL BE PROPERLY MAINTAINED IN A HEALTHY CONDITION AT ALL GROUND COVER AND LANDSCAPING SHALL BE PROPERLY MAINTAINED IN A HEALTHY CONDITION AT ALL TIMES. DEAD PLANT MATERIALS SHALL BE REMOVED AND REPLACED DURING THE NORMAL PLANTING SEASON. 20. ALL GRASS OR TURF AREAS THAT ARE IMPACTED OR DISTURBED BY VEHICLES, EQUIPMENT, OR ACTIVITY ALL GRASS OR TURF AREAS THAT ARE IMPACTED OR DISTURBED BY VEHICLES, EQUIPMENT, OR ACTIVITY SHALL BE REPAIRED, REGRADED, AND RESEEDED TO THE SATISFACTION OF THE OWNER. 21. WHENEVER CONSTRUCTION OPERATIONS ENCROACH ON THE RIGHT-OF-WAY OF ADJACENT ROADWAYS, WHENEVER CONSTRUCTION OPERATIONS ENCROACH ON THE RIGHT-OF-WAY OF ADJACENT ROADWAYS, TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH LOCAL AND STATE STANDARDS. 22. NO MATERIALS OR EQUIPMENT SHALL BE STORED OR STOCKPILED WITHIN THE RIGHT-OF-WAY OF NO MATERIALS OR EQUIPMENT SHALL BE STORED OR STOCKPILED WITHIN THE RIGHT-OF-WAY OF ADJACENT ROADWAYS. 23. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR COMPLETING AND IMPLEMENTING TRAFFIC CONTROL THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR COMPLETING AND IMPLEMENTING TRAFFIC CONTROL PLAN. PAVEMENT AND DRAINAGE NOTES: 5. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM WITH THE STANDARDS AND SPECIFICATIONS OF ALL CONSTRUCTION AND MATERIALS SHALL CONFORM WITH THE STANDARDS AND SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION'S, LATEST EDITION, EXCEPT WHERE TOWN OF LURAY, TOWN OF LURAY, VIRGINIA STANDARDS ARE APPLICABLE. STANDARDS ARE APPLICABLE. 6. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR IN CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR IN RIGHT-OF-WAY PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TO GRADING START. 7. ALL STORM SEWER SHALL BE DUAL WALL HDPE PIPE WITH SMOOTH INTERIOR AND CORRUGATED EXTERIOR ALL STORM SEWER SHALL BE DUAL WALL HDPE PIPE WITH SMOOTH INTERIOR AND CORRUGATED EXTERIOR WALLS, EXCEPT AS NOTED. MINIMUM COVER IN PAVED AREAS SHALL BE 18" UNLESS OTHERWISE NOTED. 8. STORM DRAIN PIPE AND FLARED END SECTIONS ARE TO BE FURNISHED AND INSTALLED IN ACCORDANCE STORM DRAIN PIPE AND FLARED END SECTIONS ARE TO BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS FOR HDPE PIPE AND END SECTIONS, OR SECTION 302 OF VDOT ROAD AND BRIDGE SPECIFICATIONS AND SHALL CONFORM TO THE REQUIREMENTS OF ASTM DESIGNATION C-76 FOR REINFORCED CONCRETE CULVERT AND STORM DRAIN PIPE. 9. ALL EXISTING STORM SEWER PIPES, DROP INLETS, AND CURB INLETS BEING UTILIZED BY A PART OF THE ALL EXISTING STORM SEWER PIPES, DROP INLETS, AND CURB INLETS BEING UTILIZED BY A PART OF THE DRAINAGE SYSTEM SHALL BE CLEANED OF ERODED MATERIAL AT ALL STAGES OF CONSTRUCTION, AS DIRECTED BY THE ENGINEER. THE COST INCIDENTAL TO THIS IS TO BE INCLUDED IN THE CONTRACT PRICE FOR THE OTHER DRAINAGE ITEMS. 10. ALL STORM SEWER SHALL HAVE A MINIMUM OF 6” AGGREGATE BEDDING MATERIAL. ALL STORM SEWER SHALL HAVE A MINIMUM OF 6” AGGREGATE BEDDING MATERIAL. AGGREGATE BEDDING MATERIAL. 11. DRAIN BASINS AND INLINE DRAINS SHALL BE NYLOPLAST OR APPROVED EQUAL. DRAIN BASINS AND INLINE DRAINS SHALL BE NYLOPLAST OR APPROVED EQUAL. 12. ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY TRAFFIC (H20) LOADING ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY TRAFFIC (H20) LOADING (UNLESS OTHERWISE NOTED) AND BE INSTALLED ACCORDINGLY. 13. STORM SEWER PIPES AS SHOWN ON THE PLANS ARE MEASURED FROM THE CENTERLINE OF EACH STORM SEWER PIPES AS SHOWN ON THE PLANS ARE MEASURED FROM THE CENTERLINE OF EACH STRUCTURE AND INVERT ELEVATIONS ARE ESTABLISHED BASED ON THIS CENTER LINE DISTANCE. LENGTH CALL OUTS FOR PIPES WITH FLARED END SECTIONS WILL BE MEASURED TO THE JOINT. CONTRACTOR SHALL LOCATE ALL END SECTIONS TO MATCH THE BANK SLOPE AND THE PIPE SLOPE SHALL BE ADJUSTED AS NECESSARY. 14. ALL DROP INLETS AND CURB INLETS SHALL HAVE VDOT STD. IS-1 SHAPING AND ST-1 STEPS, WHERE ALL DROP INLETS AND CURB INLETS SHALL HAVE VDOT STD. IS-1 SHAPING AND ST-1 STEPS, WHERE APPLICABLE. 15. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 16. BOOT CONNECTIONS SHALL BE PROVIDED FOR ALL PLASTIC PIPES THAT TIE INTO A CONCRETE BOOT CONNECTIONS SHALL BE PROVIDED FOR ALL PLASTIC PIPES THAT TIE INTO A CONCRETE STRUCTURE. 17. ALL STORM SEWER PIPES, MANHOLES, AND CURB INLETS SHALL BE CLEANED OF DEBRIS AND ERODED ALL STORM SEWER PIPES, MANHOLES, AND CURB INLETS SHALL BE CLEANED OF DEBRIS AND ERODED MATERIALS AT THE LAST STAGES OF CONSTRUCTION. 18. THE CONTRACTOR IS REQUIRED TO MAINTAIN ALL DITCHES, PIPES, AND OTHER DRAINAGE STRUCTURES THE CONTRACTOR IS REQUIRED TO MAINTAIN ALL DITCHES, PIPES, AND OTHER DRAINAGE STRUCTURES FREE FROM OBSTRUCTION UNTIL WORK IS ACCEPTED BY THE OWNER. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES CAUSED BY FAILURE TO MAINTAIN DRAINAGE STRUCTURE IN OPERABLE CONDITIONS. 19. ALL CURB AND GUTTER SHALL BE VDOT STANDARD, EXCEPT AS NOTED. ALL CURB AND GUTTER SHALL BE VDOT STANDARD, EXCEPT AS NOTED. 20. THE PAVEMENT DESIGN IS SUBJECT TO CHANGE DUE TO SOIL CONDITIONS AT THE TIME OF THE PAVEMENT DESIGN IS SUBJECT TO CHANGE DUE TO SOIL CONDITIONS AT THE TIME OF CONSTRUCTION, AS DETERMINED BY THE INSPECTORS FOR THE OWNER OR THE LOCALITY. 21. ANY NECESSARY PAVEMENT WIDENING BETWEEN THE EXISTING PAVEMENT AND PROPOSED IMPROVEMENTS ANY NECESSARY PAVEMENT WIDENING BETWEEN THE EXISTING PAVEMENT AND PROPOSED IMPROVEMENTS IS THE RESPONSIBILITY OF THE CONTRACTOR. 22. WHERE PAVEMENT IS BEING REMOVED, THE CONTRACTOR SHALL REMOVE AGGREGATE BASE MATERIAL TO WHERE PAVEMENT IS BEING REMOVED, THE CONTRACTOR SHALL REMOVE AGGREGATE BASE MATERIAL TO SUB-GRADE. 23. EXISTING PAVEMENT AND OTHER SURFACES DISTURBED BY CONTRACTOR (WHICH ARE NOT TO BE EXISTING PAVEMENT AND OTHER SURFACES DISTURBED BY CONTRACTOR (WHICH ARE NOT TO BE REMOVED) SHALL BE REPAIRED TO LIKE-NEW CONDITION. 24. IN ACCORDANCE WITH HANDICAP ACCESSIBILITY REQUIREMENTS, ALL APPLICABLE CODES AND IN ACCORDANCE WITH HANDICAP ACCESSIBILITY REQUIREMENTS, ALL APPLICABLE CODES AND REQUIREMENTS FOR ACCESSIBILITY FOR DISABLED PERSONS SHALL BE STRICTLY COMPLIED WITH. 25. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS NEW PAVEMENT AREAS TO NEW OR EXISTING DRAINAGE INLETS OR SHEET FLOW OVERLAND. 26. ALL UNSUITABLE MATERIAL UNDER STRUCTURES AND/OR PAVED AREAS SHALL BE DISPOSED OF OFFSITE ALL UNSUITABLE MATERIAL UNDER STRUCTURES AND/OR PAVED AREAS SHALL BE DISPOSED OF OFFSITE AT THE CONTRACTOR'S EXPENSE. 27. AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. 28. WHEN TYING INTO EXISTING PAVEMENT, THE CONTRACTOR SHALL NEATLY SAW CUT TO A STRAIGHT LINE WHEN TYING INTO EXISTING PAVEMENT, THE CONTRACTOR SHALL NEATLY SAW CUT TO A STRAIGHT LINE THE EXISTING PAVEMENT, AND ALL PAVING ON THE NEW PAVEMENT SIDE OF THE CUT SHALL BE COMPLETELY REMOVED AND REPLACED WITH SPECIFIED MATERIAL. THE CUT LINE SHALL BE FULL-DEPTH AND COATED WITH A TACK COAT TO FURNISH A BOND BETWEEN THE EXISTING SURFACE COURSE AND THE NEW SURFACE COURSE. 29. WHEN TYING TO EXISTING CURB/GUTTER, THE CONTRACTOR SHALL NEATLY SAW CUT THE EXISTING WHEN TYING TO EXISTING CURB/GUTTER, THE CONTRACTOR SHALL NEATLY SAW CUT THE EXISTING PAVEMENT AND IT SHALL BE REMOVED FOR A DISTANCE OF 2'0” FROM FACE OF THE CURB AND 2'0” FROM FACE OF THE CURB AND 2'0” FROM THE EDGE OF CURB AND GUTTER AND THE SUBGRADE, BASE COURSE, AND PAVING SHALL BE REPLACED WITH NEW PRODUCTS.

AutoCAD SHX Text GENERAL UTILITY NOTES: 1. NOTHING ON THESE CONTRACT DRAWINGS SHALL BE CONSTRUED AS A GUARANTEE THAT UTILITIES NOTHING ON THESE CONTRACT DRAWINGS SHALL BE CONSTRUED AS A GUARANTEE THAT UTILITIES INDICATED AS EXISTING ARE IN THE LOCATION INDICATED OR THAT THEY ACTUALLY EXIST, OR THAT OTHER EXISTING UTILITIES ARE NOT WITHIN THE AREA OF OPERATIONS. PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL MAKE ALL NECESSARY INVESTIGATIONS TO DETERMINE THE EXISTENCE, LOCATIONS, AND ELEVATIONS OF EXISTING UTILITIES IN THE WORK AREA. CONTACT THE ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS TO PERMIT REVISIONS. 2. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN HEREON AND CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN HEREON AND ANY OTHER EXISTING UTILITIES NOT SHOWN ON THESE PLANS. IF A UTILITY IS DAMAGED DURING CONSTRUCTION, STOP WORK IMMEDIATELY AND NOTIFY THE ENGINEER. DAMAGE TO UTILITIES (INCLUDING UNDERGROUND) OR PROPERTY OF OTHERS BY CONTRACTOR DURING CONSTRUCTION SHALL BE REPAIRED TO PRE-CONSTRUCTION CONDITIONS BY CONTRACTOR AT NO COST TO OWNER. 3. THE CONTRACTOR SHALL PROVIDE THE TOWN OF LURAY, VIRGINIA A MINIMUM OF 96 HOURS NOTIFICATION THE CONTRACTOR SHALL PROVIDE THE TOWN OF LURAY, VIRGINIA A MINIMUM OF 96 HOURS NOTIFICATION TOWN OF LURAY, VIRGINIA A MINIMUM OF 96 HOURS NOTIFICATION A MINIMUM OF 96 HOURS NOTIFICATION PRIOR TO ANY INTERRUPTION OF WATER SERVICES, SEWER SERVICES, STREET TRAFFIC, OR STORM WATER. AND THE WORK SHALL CONFORM TO THE LATEST STANDARDS AND SPECIFICATIONS OF THE TOWN OF TOWN OF LURAY, VIRGINIA. . 4. THE CONTRACTOR SHALL COORDINATE WATER, SEWER, AND STORM WATER CONNECTIONS/CONSTRUCTION THE CONTRACTOR SHALL COORDINATE WATER, SEWER, AND STORM WATER CONNECTIONS/CONSTRUCTION WITH THE TOWN OF LURAY, VIRGINIA FOR PURPOSES OF ON-SITE INSPECTION. TOWN OF LURAY, VIRGINIA FOR PURPOSES OF ON-SITE INSPECTION. FOR PURPOSES OF ON-SITE INSPECTION. 5. THE CONTRACTOR SHALL CONTACT THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS THE CONTRACTOR SHALL CONTACT THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. 6. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND ENSURE PROPER DEPTHS ARE ACHIEVED. THE JURISDICTION UTILITY REQUIREMENTS SHALL ALSO BE MET, AS WELL AS COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE CONFLICTS EXIST WITH THESE SITE PLANS, ENGINEER IS TO BE NOTIFIED PRIOR TO CONSTRUCTION TO RESOLVE. 7. THE CONTRACTOR SHALL PERFORM WHATEVER TEST EXCAVATION OR OTHER INVESTIGATION IS NECESSARY THE CONTRACTOR SHALL PERFORM WHATEVER TEST EXCAVATION OR OTHER INVESTIGATION IS NECESSARY TO VERIFY TIE-IN INVERTS, CROSSINGS, LOCATIONS AND CLEARANCES, AND SHALL REPORT IMMEDIATELY ANY DISCREPANCIES TO THE ENGINEER. 8. ALL PROPOSED UTILITIES ARE TO BE INSTALLED UNDERGROUND. ALL OF THESE UTILITIES (WATER, ALL PROPOSED UTILITIES ARE TO BE INSTALLED UNDERGROUND. ALL OF THESE UTILITIES (WATER, SANITARY SEWER, ELECTRICITY, ETC.) SHALL BE INSTALLED AND TESTED SATISFACTORILY PRIOR TO COMMENCING ANY PAVING OPERATIONS WHERE SUCH UTILITIES ARE WITHIN THE LIMITS OF PAVEMENT. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 10. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES AND THE MEP ENGINEERS ON THE THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES AND THE MEP ENGINEERS ON THE REQUIREMENTS FOR AND LIMITS OF UNDERGROUND ELECTRICAL SERVICES, GAS SERVICES, COMMUNICATION SERVICES AND OTHER UTILITIES NOT DETAILED ON THE CIVIL PLANS. 11. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH SECTION 59.1-406, ET SEQ. OF THE CODE IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH SECTION 59.1-406, ET SEQ. OF THE CODE OF VIRGINIA (OVERHEAD) VOLTAGE LINES SAFETY ACT. 12. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, DOOR ACCESS, AND EXTERIOR GRADING. THE UTILITY SERVICE SIZES ARE TO BE DETERMINED BY THE ARCHITECT. 13. MAINTAIN A MINIMUM OF 18” OF VERTICAL CLEARANCE BETWEEN STORM, SANITARY, AND ALL UTILITIES MAINTAIN A MINIMUM OF 18” OF VERTICAL CLEARANCE BETWEEN STORM, SANITARY, AND ALL UTILITIES OF VERTICAL CLEARANCE BETWEEN STORM, SANITARY, AND ALL UTILITIES (UNLESS OTHERWISE NOTED). 14. CROSS CONNECTION CONTROL AND BACK FLOW PREVENTION SHALL BE IN ACCORDANCE WITH THE VA CROSS CONNECTION CONTROL AND BACK FLOW PREVENTION SHALL BE IN ACCORDANCE WITH THE VA UNIFORM STATEWIDE BUILDING CODE. 15. ALL CLEANOUTS AND VAULTS WITHIN VEHICULAR AREAS SHALL BE TRAFFIC BEARING. ALL CLEANOUTS AND VAULTS WITHIN VEHICULAR AREAS SHALL BE TRAFFIC BEARING. 16. CONTRACTOR SHALL SAW CUT, REMOVE, AND REPLACE ASPHALT PAVEMENT AS NECESSARY TO INSTALL CONTRACTOR SHALL SAW CUT, REMOVE, AND REPLACE ASPHALT PAVEMENT AS NECESSARY TO INSTALL UNDERGROUND ELECTRIC, TELEPHONE, SANITARY SEWER, WATER, AND COMMUNICATION CONDUITS. 17. UNDERGROUND UTILITIES INSTALLED ON PRIVATE PROPERTY OR IN PRIVATE UTILITY EASEMENTS AND UNDERGROUND UTILITIES INSTALLED ON PRIVATE PROPERTY OR IN PRIVATE UTILITY EASEMENTS AND BUILDING RELATED STORM DRAINS SHALL BE DESIGNED AND INSTALLED PER THE CURRENT EDITION OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. 18. THE RIM ELEVATIONS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS SHALL THE RIM ELEVATIONS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS SHALL BE ADJUSTED, IF REQUIRED, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. 19. BRACING OF UTILITY POLES MAY BE REQUIRED BY UTILITY COMPANIES WHEN TRENCHING OR EXCAVATION BRACING OF UTILITY POLES MAY BE REQUIRED BY UTILITY COMPANIES WHEN TRENCHING OR EXCAVATION IS IN CLOSE PROXIMITY TO THE POLES. THE COST OF BRACING POLES WILL BE BORNE BY THE CONTRACTOR. THERE IS NO SEPARATE PAY ITEM FOR THIS WORK. THE COST IS INCIDENTAL TO THE VARIOUS PAY ITEMS FOR INSTALLATION OF PIPE.

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RUFFNER PLAZA SAIL SHADE

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PROJECT NOTES

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TOWN OF LURAY

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TOWN OF LURAY, VIRGINIA

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CLIENT REVIEW

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BID SET

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PUBLISH DATE: 2/9/2024

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RACEY PROJECT NUMBER: 9979

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BID SET

DEMOLITION NOTES:

1. PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS SHALL

ENSURE THAT COPIES OF ALL APPLICABLE PERMITS AND

APPROVALS ARE MAINTAINED ON SITE AND AVAILABLE FOR

REVIEW. CONTRACTOR ALSO SHALL HAVE COMPLETED THE

PRE-CONSTRUCTION CONFERENCE.

2. CONTRACTOR SHALL INSTALL THE REQUIRED SOIL EROSION

AND SEDIMENT CONTROL AND/OR TREE PROTECTION

MEASURES PRIOR TO SITE DISTURBANCE.

3. CONTRACTOR SHALL LOCATE (VERTICALLY AND HORIZONTALLY)

ALL UTILITIES AND SERVICES, INCLUDING, BUT NOT LIMITED TO

GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER,

TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE

LIMITS OF DISTURBANCE. THE CONTRACTOR SHALL USE AND

COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY

NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND

UTILITIES.

4. CONTRACTOR SHALL CONTACT THE APPLICABLE UTILITY

SERVICE PROVIDER AND SHALL BE RESPONSIBLE FOR ALL

COORDINATION REGARDING UTILITY DEMOLITION REQUIRED

FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE THE

OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES

AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN

ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY

REQUIREMENTS.

5. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES &

ADJACENT LANDOWNERS/BUSINESSES REGARDING WORKING

“OFF-PEAK” HOURS OR ON WEEKENDS WHICH MAY BE

REQUIRED TO MINIMIZE THE IMPACT ON THE ADJACENT

PROPERTY OWNERS/TENANTS.

6. CONTRACTOR SHALL PROCEED WITH THE DEMOLITION IN A

SYSTEMATIC AND SAFE MANNER, FOLLOWING ALL OSHA

REQUIREMENTS, TO ENSURE THE SAFETY OF THE PUBLIC AND

ALL PARTIES INVOLVED.

7. THE CONTRACTOR SHALL PROVIDE ALL THE “MEANS AND

METHODS” NECESSARY TO PREVENT MOVEMENT, SETTLEMENT,

OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER

IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE

DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS

OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT

OF THEIR ACTIVITIES.

8. IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR

SHALL PERFORM EARTH MOVEMENT ACTIVITIES, DEMOLITION

AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND

OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE WITH

DIRECTION BY OWNER'S STRUCTURAL OR GEOTECHNICAL

ENGINEER.

9. CONTRACTOR SHALL CONDUCT DEMOLITION ACTIVITIES IN

SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH

ROADS, STREETS, SIDEWALKS, WALKWAYS, AND OTHER

ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE

RECEIVED FROM THE APPROPRIATE GOVERNMENTAL

AUTHORITY.

10. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST

DURING DEMOLITION IN ACCORDANCE WITH FEDERAL, STATE,

AND/OR LOCAL STANDARDS. AFTER THE DEMOLITION IS

COMPLETE, ADJACENT STRUCTURES AND IMPROVEMENTS

SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE

DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE

FOR RETURNING ALL ADJACENT AREAS TO THEIR

“PRE-DEMOLITION” CONDITION.

11. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS

NECESSARY TO PERFORM THE DEMOLITION IN SUCH A

MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED

PERSONS AT ANY TIME.

12. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE

EXISTING ITEMS/CONDITIONS WHICH ARE TO BE REMOVED. IT

IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT

ALL METHODS AND MEANS ARE TO BE IN ACCORDANCE WITH

STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND

OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE

WORK SITE.

13. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) SHALL

BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE,

AND FEDERAL LAWS AND APPLICABLE CODES.

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APHASE 1 DEMOLITION AREA INCLUDES

PERGOLA AND EXISTING SLAB WITHIN

THE PROPOSED 'STAMPED CONCRETE

AREA'

PHASE 2 DEMOLITION AREA INCLUDES

REMAINING CONCRETE SLAB,

SIDEWALK, CURB, BOLLARD

FOUNDATIONS, STORM PIPE, AND

LIGHT POLE FOUNDATIONS

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BID SET

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RUFFNER PLAZA SAIL SHADE

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EX. FEATURES AND DEMOLITION

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TOWN OF LURAY

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TOWN OF LURAY, VIRGINIA

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CLIENT REVIEW

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BID SET

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PHASE 1 DEMOLITION

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LEGEND

PHASE 2 DEMOLITION

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SEQUENCE OF CONSTRUCTION:

BASE BID:

1) PHASE 1 DEMOLITION

2) ALLOW ELECTRICAL CONTRACTOR TO INSTALL CONDUITS TO

PROPOSED SAIL SHADE POSTS

3) INSTALL SAIL SHADE FOUNDATIONS AND COORDINATE WITH

ELECTRICAL CONTRACTOR TO STUB UP CONDUITS WHEN

FORMING. SAIL SHADE CONTRACTOR TO VERIFY SPACING

AND DIMENSIONS OF FOUNDATIONS AND ANCHOR BOLTS

PRIOR TO POURING.

4) FORM AND POUR 8" BORDER CURBING

5) POUR STAMPED CONCRETE SLAB

BID ALTERNATES:

1) IF BID ALTERNATES ARE SELECTED, PHASE 2 DEMO WILL

OCCUR CONCURRENTLY WITH PHASE 1 DEMOLITION.

2) ALLOW ELECTRICAL CONTRACTOR TO RUN CONDUITS FOR ALL

LIGHTING (RE: C201)

3) INSTALL HDPE STORM DRAIN PIPE

4) POUR ALL CURB, BORDER, BOLLARD AND LIGHT POLE

FOUNDATIONS, AND TRAVELWAY CONCRETE CONCURRENTLY

WITH SAIL SHADE FOUNDATIONS. COORDINATE WITH TOWN

STAFF TO KEEP A ROUTE OPEN FOR THE GREENWAY. IF IT

SUITS TO POUR TRAVELWAYS FIRST, THAT CAN BE

DISCUSSED.

5) POUR STAMPED CONCRETE SLAB.

6) SEED AND STABILIZE.

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RUFFNER PLAZA SAIL SHADE

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PLAZA LAYOUT

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TOWN OF LURAY

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TOWN OF LURAY, VIRGINIA

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CLIENT REVIEW

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BID SET

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RACEY PROJECT NUMBER: 9979

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PROPOSED CONCRETE WALKWAY

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LEGEND

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PROPOSED STAMPED CONCRETE (FINAL PATTERN AND COLOR SELECTION BY OWNER)

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HAWKSBILL CREEK

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W MAIN ST

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S HAWKSBILL ST

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PROPOSED SAIL SHADE FOUNDATIONS, TYP. (RE: C500)

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EXISTING CONCRETE PARKING LOT

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PROPOSED 15" HDPE STORM DRAIN PIPE

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PROPOSED CG-12 HANDICAP RAMP, TYP. (RE: C500)

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PROPOSED BOLLARD FOUNDATION, TYP. (RE: C500)

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PROPOSED LIGHT POLE FOUNDATION, TYP. (RE: C500)

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HAWKSBILL GREENWAY

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PROPOSED CURB (RE: C500)C500)

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PROPOSED LAYDOWN AREA

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PROPOSED CONSTRUCTION BARRICADE, TYP.

AutoCAD SHX Text PROPOSED 8" WIDE FLUSH CONCRETE BORDER AROUND STAMPED CONCRETE SLAB. BORDER TO FOLLOW CG-2 DETAIL FOR DEPTH AND MATERIAL SPECIFICATIONS. BORDER TO HAVE NO. 4 REBAR DOWELS TIED INTO STAMPED CONCRETE SLAB'S REINFORCEMENT AT 12" O.C. AROUND THE ENTIRE PERIMETER.

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PROPOSED 10' WIDE TRAVELWAY TO HAVE 6" CONCRETE DEPTH. (RE: C500)

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SAWCUT AND INSTALL NEW TRAVELWAY FLUSH WITH EXISTING WOODEN RAMP AND STAIRS

SLOPE ALL PROPOSED SURFACES TO DRAIN TOWARDS GREENWAY WHILE MEETING ADA STANDARDS, TYP.

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**THIS SHEET IS FOR REFERENCE PURPOSES ONLY FOR THE PROPOSED ELECTRICAL WORK**

AutoCAD SHX Text GENERALIZED ROUTE OF UNDERGROUND ELECTRICAL CONDUITS, TYP. INSTALLATION BY OTHERS. CONTRACTOR TO COORDINATE WITH ELECTRICAL CONTRACTOR AFTER PHASE 1 AND 2 DEMOLITION TO ALLOW FOR CONDUIT TO BE RAN. COORDINATE DURING FORMING OF LIGHTPOLE AND SAIL SHADE BOLLARD FOUNDATIONS FOR CONDUIT FEEDS TO POLES.

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RUFFNER PLAZA SAIL SHADE

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PROPOSED ELECTRICAL PLAN

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TOWN OF LURAY

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TOWN OF LURAY, VIRGINIA

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CLIENT REVIEW

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BID SET

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PUBLISH DATE: 2/9/2024

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RACEY PROJECT NUMBER: 9979

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CHECKED:TSA

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UNDERGROUND ELECTRIC IN CONDUIT

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LEGEND

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HAWKSBILL CREEK

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S HAWKSBILL ST

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PROPOSED LIGHT POLE, TYP. ERECTION AND HOOKUP BY OTHERS

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HAWKSBILL GREENWAY

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PROPOSED ELECTRICAL FEED TO BE FROM EXISTING PANEL, BY OTHERS

PROPOSED SPARE CONDUIT BY OTHERS. FINAL LOCATION TBD BY TOWN.

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N.T.S. - SOURCE: VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK - PLATE 3.05-2

SILT FENCE - WITHOUT WIRE SUPPORT

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TYPICAL SLAB/TRAVELWAY DETAIL

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BID SET

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SHEET FLOW INSTALLATION

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(PERSPECTIVE VIEW)

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POINTS A SHOULD BE HIGHER THAN POINT B.

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DRAINAGEWAY INSTALLATION

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(FRONT ELEVATION)

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IT INTO THE TRENCH.

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FLOW

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FLOW

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3. STAPLE FILTER MATERIAL

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TO STAKES AND EXTEND

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1. SET THE STAKES.

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FLOW

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6'MAX.

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3'MAX.

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2. EXCAVATE A 4"X 4" TRENCH

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UPSLOPE ALONG THE LINE OF STAKES

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4. BACKFILL AND COMPACT

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THE EXCAVATED SOIL.

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SF

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SDP

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RUFFNER PLAZA SAIL SHADE

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CONSTRUCTION DETAILS

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TOWN OF LURAY

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TOWN OF LURAY, VIRGINIA

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CLIENT REVIEW

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BID SET

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PUBLISH DATE: 2/9/2024

AutoCAD SHX Text THE SLAB/TRAVELWAY SHALL BE CONSTRUCTED TO THE FOLLOWING SPECIFICATIONS: 1. 4” CONCRETE HAVING 28-DAY COMPRESSIVE STRENGTH OF 4,000 PSI AND AIR 4” CONCRETE HAVING 28-DAY COMPRESSIVE STRENGTH OF 4,000 PSI AND AIR CONCRETE HAVING 28-DAY COMPRESSIVE STRENGTH OF 4,000 PSI AND AIR ENTRAINED. REINFORCE WITH 6X6 W1.4 X W1.4 (10 GAUGE) WELDED WIRE FABRIC OR NO. 4 REBAR SPACED AT 12" O.C. EACH WAY. 2. TRANSVERSE EXPANSION JOINTS SHALL BE PROVIDED AT INTERVALS NOT LESS TRANSVERSE EXPANSION JOINTS SHALL BE PROVIDED AT INTERVALS NOT LESS THAN 50 FEET ON SLAB SECTIONS. 3. TRANSVERSE CONTROL JOINTS SHALL BE PROVIDED AT NO LESS THAN 5'-0” TRANSVERSE CONTROL JOINTS SHALL BE PROVIDED AT NO LESS THAN 5'-0” O.C. * FOR 10' WIDE CONCRETE TRAVEL WAY, USE 6" MIN. DEPTH 4,000 PSI CONCRETE.

AutoCAD SHX Text 6x6-10 GAUGE WELDED WIRE FABRIC OR NO. 4 REBAR SPACED AT 12" O.C. EACH WAY.

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4" MIN. VDOT 21B STONE

4" MIN. 4,000 PSI CONCRETE, MIN.*

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**PLAN DESIGN BY ENGINEER SHOWN. SHEET SHOWN UNDER RACEY

COVER AS REFERENCE ONLY FOR BIDDING PURPOSES**

CONTRACTOR TO

COORDINATE WITH

ELECTRICAL

CONTRACTOR TO

RUN ELECTRICAL

CONDUITS UP

THROUGH FORMS

FOR ACCESS INTO

SAIL SHADE POLES

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AutoCAD SHX Text P:\2023\9979 -TOL Ruffner Plaza Sail Shade\8. DESIGN\4. DWG\CIVIL\COMPOSITE

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BID SET

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SDP

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GLS

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BBN

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TSA

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AutoCAD SHX Text C501

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RUFFNER PLAZA SAIL SHADE

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SAIL SHADE FOUNDATION DESIGN

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TOWN OF LURAY

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TOWN OF LURAY, VIRGINIA

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CLIENT REVIEW

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BID SET

PUBLISH DATE: 2/9/2024