S02 Drawings 1 for 620-18-202 Expand Parking Lot 2020-08-07.pdf

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CONSTRUCTION DOCUMENTSOffice of Construction and Facilities Management

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PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

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EXPAND PARKING LOT

2094 ALBANY POST ROAD

MONTROSE, NY 10548

620-18-202

8/7/2020Revisions: Date:

GI-01

VA HUDSON VALLEY HEALTH CARE SYSTEM

COVER SHEET

V.A.C.J.S.D.

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DEPARTMENT OF VETERANS AFFAIRS

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MONTROSE, NEW YORK

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PARKING LOT EXPANSION

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LOCATION MAP SCALE: NOT TO SCALE

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NEW YORK

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BINGHAMTON

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NEW YORK CITY

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BATH

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SYRACUSE

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ALBANY

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MONTROSE

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PROJECT LOCATION

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ALEXANDRIA BAY

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PROJECT NO. 620-18-202

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BRONX

AutoCAD SHX Text 1100 CHURCH STREET HONESDALE, PA 18431 570-253-0846 OFFICE 570-253-1935 FAX WWW.NEINFRA.COM

AutoCAD SHX Text GENERAL GI-01 COVER SHEET COVER SHEET G-101 GENERAL PLAN GENERAL PLAN CIVIL CS-100 CAMPUS SITE PLAN CAMPUS SITE PLAN C-101 EXISTING PLAN EXISTING PLAN CD-101 DEMOLITION PLAN DEMOLITION PLAN CF-101 FENCING PLAN FENCING PLAN CG-101 GRADING PLAN GRADING PLAN CP-101 LAYOUT PLAN LAYOUT PLAN CP-102 DETAILS I DETAILS I CP-103 DETAILS II DETAILS II CP-104 DETAILS III DETAILS III CP-105 DETAILS IV DETAILS IV CP-106 DETAILS V DETAILS V CP-107 ADA DETAILS ADA DETAILS CP-108 ADA DETAILS II ADA DETAILS II CP-109 ADA DETAILS III ADA DETAILS III CP-110 ADA DETAILS IV ADA DETAILS IV CP-111 DRIVEWAY AND PARKING LOT PROFILES DRIVEWAY AND PARKING LOT PROFILES CU-101 UTILITY PLAN UTILITY PLAN CU-102 STORM PROFILES STORM PROFILES ES-101 EROSION AND SEDIMENT CONTROL PLAN EROSION AND SEDIMENT CONTROL PLAN ES-102 EROSION CONTROL PLAN NOTES AND DETAILS EROSION CONTROL PLAN NOTES AND DETAILS ARCHITECTURAL AG-101 SIGN DETAILS SIGN DETAILS LANDSCAPE LP-101 PLANTING PLAN AND DETAILS PLANTING PLAN AND DETAILS LP-102 LANDSCAPING DETAILS LANDSCAPING DETAILS LANDSCAPE R-101 REFERENCE ONLY EXISTING ROCK BORING DATA REFERENCE ONLY EXISTING ROCK BORING DATA ELECTRICAL E-001 SYMBOLS, NOTES, AND ABBREVIATIONS SYMBOLS, NOTES, AND ABBREVIATIONS E-100 ELECTRICAL NEW WORK SITE PLAN ELECTRICAL NEW WORK SITE PLAN E-500 ELECTRICAL DETAILS & SCHEDULE ELECTRICAL DETAILS & SCHEDULE

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HUDSON VALLEY HEALTHCARE SYSTEM

GENERAL PLAN

J.S.D. T.S.M.

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VA FORM 08 - 6231

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Office of Construction and Facilities Management

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Project Director

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EXPAND PARKING LOT 620-18-202

8/7/2020 tel: 570.654.2473 fax: 570.654.6880 www.reillyengineering.com

REILLY ASSOCIATES

ENGINEERING

Consulting Engineers 49 South Main Street Suite 200 Pittston, PA 18640

ENGINEERING

NOT FOR CONSTRUCTION

CONSTRUCTION DOCUMENTS EXPAND PARKING LOT

VA HUDSON VALLEY HEALTH CARE SYSTEM

2094 ALBANY POST ROAD

MONTROSE, NY 10548

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LEGEND

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UNDERGROUND ELECTRIC LINE

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STORM LINE

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MAJOR CONTOUR

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MINOR CONTOUR

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SPOT ELEVATION

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BUILDING LINE

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LIGHT POST

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UTILITY MARKOUT

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SINGLE POST SIGN

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DECIDUOUS SHRUB

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CONIFEROUS TREE

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DECIDUOUS TREE

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FIRE HYDRANT

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COMMUNICATION MANHOLE

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ELECTRIC MANHOLE

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STORM MANHOLE

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CATCH BASIN

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BENCHMARK

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STEAM LINE

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GAS LINE

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UNDERGROUND COMMUNICATION LINE

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WATER LINE

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SILT FENCE

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POST INDICATOR VALVE

AutoCAD SHX Text 1100 CHURCH STREET HONESDALE, PA 18431 570-253-0846 OFFICE 570-253-1935 FAX WWW.NEINFRA.COM

AutoCAD SHX Text CONSTRUCTION NOTES 1. ALL WORK, MATERIALS AND WORKMANSHIP SHALL BE ALL WORK, MATERIALS AND WORKMANSHIP SHALL BE PERFORMED IN STRICT ACCORDANCE WITH, AND SHALL CONFORM WITH, ALL VA SPECIFICATIONS AND APPLICABLE VA DESIGN GUIDES AS WELL AS NFPA, NEC, NYSDOT, AISC, ACI AND AWS. 2. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE BUILDING CODES AND REGULATIONS AND PAYING FOR AND OBTAINING ALL NECESSARY AND REQUIRED INSPECTIONS, APPROVALS AND PERMITS, NECESSARY TO PERFORM ALL WORK AND SERVICES HEREIN NOTED OR INDICATED ON THE DRAWINGS. 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE JOB SITE AND SHALL REPORT, ANY DISCREPANCIES TO THE GOVERNMENT PRIOR TO STARTING CONSTRUCTION. COMMENCEMENT OF THE WORK BY THE CONTRACTOR SHALL IMPLY HIS ACCEPTANCE OF ALL EXISTING CONDITIONS. 4. ALL WORK SHALL BE EXECUTED IN A CAREFUL AND ALL WORK SHALL BE EXECUTED IN A CAREFUL AND ORDERLY MANNER WITH THE LEAST POSSIBLE NOISE, DUST, OR DISTURBANCE TO OCCUPANTS, ADJACENT SITES OR BUILDINGS. 5. CONTRACTOR SHALL PERFORM ALL PAVEMENT CONTRACTOR SHALL PERFORM ALL PAVEMENT SAWCUTTING WITH WATER TO SUPPRESS DUST FROM CUTTING PAVEMENT. 6. THE CONTRACTOR SHALL PROVIDE PROTECTION FOR THE THE CONTRACTOR SHALL PROVIDE PROTECTION FOR THE GENERAL PUBLIC AND CONSTRUCTION WORKERS IN AND AROUND THE CONSTRUCTION SITE. ADEQUATE BARRIERS SHALL BE PROVIDED TO EXERCISE CONTROL OF SAFE INGRESS AND EGRESS OF PREMISES. FIRE EXITS SHALL AT NO TIME BE BLOCKED. 7. DETAILS OF THE DRAWINGS ARE SHOWN AT SPECIFIC DETAILS OF THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW GENERAL REQUIREMENTS THROUGHOUT. DETAILS NOTED “TYP” IMPLY ALL CONDITIONS TREATED SIMILARLY. TYP” IMPLY ALL CONDITIONS TREATED SIMILARLY. IMPLY ALL CONDITIONS TREATED SIMILARLY. 8. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED BUT MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED ON THE DRAWINGS. 9. THE CONTRACTOR MUST FULLY FAMILIARIZE HIMSELF OF THE CONTRACTOR MUST FULLY FAMILIARIZE HIMSELF OF THE CONDITIONS RELATING TO THE CONSTRUCTION AND LABOR UNDER WHICH THE WORK WILL BE PERFORMED AND COMPARE THE DRAWINGS AND SPECIFICATIONS WITH THE WORK IN PLACE. FAILURE TO DO SO WILL NOT RELIEVE CONTRACTOR OF HIS OBLIGATION TO FURNISH ALL LABOR AND MATERIAL NECESSARY TO CARRY OUT THE PROVISIONS OF THE CONTRACT DOCUMENTS AND TO COMPLETE THE CONTEMPLATED WORK FOR THE CONSIDERATION SET FORTH IN THEIR BID. 10. THE BUILDINGS SHALL REMAIN ACCESSIBLE TO THE THE BUILDINGS SHALL REMAIN ACCESSIBLE TO THE GOVERNMENT AT ALL TIMES. 11. THE CONSTRUCTION AREA SHALL BE THOROUGHLY THE CONSTRUCTION AREA SHALL BE THOROUGHLY CLEANED PRIOR, DURING AND AFTER THE CONSTRUCTION. 12. THE APPROVAL OF SUBMITTALS BY THE CONTRACTING THE APPROVAL OF SUBMITTALS BY THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) SHALL NOT BE CONSTRUED AS A COMPLETE CHECK, BUT WILL INDICATE ONLY THAT THE GENERAL METHOD OF CONSTRUCTION, MATERIALS, DETAILING AND OTHER INFORMATION ARE SATISFACTORY. APPROVAL WILL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR ANY ERROR, WHICH MAY EXIST, AS THE CONTRACTOR UNDER THE CONTRACTOR QUALITY CONTROL (CQC) REQUIREMENTS OF THIS CONTRACT, IS RESPONSIBLE FOR THE DIMENSIONS AND DESIGN OF ADEQUATE CONNECTIONS, DETAILS AND SATISFACTORY CONSTRUCTION OF ALL WORK. 13. SUBMITTALS SHALL BE IN COMPLIANCE WITH CONTRACT SUBMITTALS SHALL BE IN COMPLIANCE WITH CONTRACT REQUIREMENTS AND ACTUAL FIELD CONDITIONS. INCOMPLETE SUBMITTALS SHALL NOT BE REVIEWED BY THE GOVERNMENT AND RETURNED TO THE CONTRACTOR. 14. FIELD VERIFY CONSTRUCTION AND INSTALLATION FIELD VERIFY CONSTRUCTION AND INSTALLATION REQUIREMENTS. 15. REPRODUCED CONTRACT DRAWINGS WILL NOT BE REPRODUCED CONTRACT DRAWINGS WILL NOT BE ACCEPTED AS SHOP DRAWINGS. 16. COORDINATE LOCATION OF LAYDOWN AND STORAGE AREA COORDINATE LOCATION OF LAYDOWN AND STORAGE AREA WITH CONTRACTING OFFICER'S REPRESENTATIVE. PROVIDE STABILIZED CONSTRUCTION ENTRANCE AS REQUIRED TO PROVIDE EROSION AND SEDIMENTATION CONTROL. 17. LAYDOWN AND STORAGE AREA SHALL BE ENCLOSED WITH LAYDOWN AND STORAGE AREA SHALL BE ENCLOSED WITH A SELF-SUPPORTING TEN (10) FOOT HIGH CHAIN LINK FENCE FOR SECURITY AND PROTECTED FROM WIND. SITE SECURITY TO BE MAINTAINED THROUGHOUT CONSTRUCTION. 18. LAYDOWN AND STORAGE AREA SHALL BE FULLY LAYDOWN AND STORAGE AREA SHALL BE FULLY RESTORED UPON COMPLETION OF CONSTRUCTION. THIS WORK SHALL INCLUDE REMOVAL OF ANY INSTALLED SURFACES, MATERIALS, AND EQUIPMENT. TOPSOILING, SEEDING, AND MULCHING SHALL BE PROVIDED TO RETURN THE AREA TO ITS PRECONSTRUCTION CONDITION. 19. SHOULD ANY CONFLICT ARISE BETWEEN THE CONTRACT SHOULD ANY CONFLICT ARISE BETWEEN THE CONTRACT DRAWINGS AND THE SPECIFICATIONS THE CONTRACTOR SHALL PROVIDE THE HIGHER QUALITY /QUANTITY OF WORK, THEN TO THE LEAST DEGREE NECESSARY. THE SPECIFICATIONS ALONG WITH APPLICABLE CODES SHALL OVERRULE THE CONTRACT DRAWINGS. 20. SUBMIT PRODUCT DATA ON ALL ITEMS SPECIFIED ON THE SUBMIT PRODUCT DATA ON ALL ITEMS SPECIFIED ON THE DRAWINGS. 21. PATCH ALL SURFACES AFFECTED BY NEW CONSTRUCTION PATCH ALL SURFACES AFFECTED BY NEW CONSTRUCTION TO APPEAR NEW AND TO MATCH EXISTING. 22. CONTRACTOR SHALL PROTECT AND PRESERVE ALL CONTRACTOR SHALL PROTECT AND PRESERVE ALL EXISTING ITEMS TO REMAIN AND SHALL BE RESPONSIBLE TO REPAIR AND/OR REPLACE ANY DAMAGED ITEMS DURING COURSE OF CONSTRUCTION AND RESTORE SUCH DAMAGES TO THE SATISFACTION OF CONTRACTING OFFICER TO ITS ORIGINAL CONDITION AT NO ADDITIONAL COST THE GOVERNMENT. 23. ALL EXCAVATION IN THE IMMEDIATE AREA OF EXISTING ALL EXCAVATION IN THE IMMEDIATE AREA OF EXISTING UTILITIES SHALL BE PERFORMED BY HAND AND WITH UTMOST CARE TO PROTECT THE UTILITIES. 24. THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES, THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES, INCLUDING, BUT NOT LIMITED TO, STEAM AND CONDENSATE LINES, WATER LINES, GAS LINES, SEWERS, DRAINS, AND ELECTRICAL AND COMMUNICATIONS CONDUITS HAVE BEEN INDICATED BASED ON THE INFORMATION PROVIDED BY THE GOVERNMENT. IT IS POSSIBLE THAT THE ACTUAL SUBSURFACE UTILITIES AND PIPING MAY VARY FROM THE INDICATED. THEREFORE, PRIOR TO STARTING WORK IN ANY AREA, THE CONTRACTOR SHALL TAKE THE NECESSARY STEPS TO DETERMINE THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL EXISTING UNDERGROUND PIPING, CONDUITS, AND STRUCTURES. THE CONTRACTOR SHALL CARRY OUT THE OPERATIONS IN SUCH A MANNER AS TO PREVENT INTERFERENCE WITH LINES WHICH ARE TO REMAIN UNDISTURBED. ANY SUCH PIPE OR CONDUIT OR STRUCTURE DISTURBED IN THE COURSE OF THIS CONTRACT SHALL BE REPAIRED AND/OR REPLACED IMMEDIATELY BY THE CONTRACTOR AS DIRECTED BY THE CONTRACTING OFFICER AT NO EXTRA COST TO THE GOVERNMENT. CONTRACTOR IS REQUIRED TO PROVIDE THEIR OWN UNDERGROUND SURVEY PRIOR TO EXCAVATION AND SHALL HAND EXCAVATE IN ALL AREAS PROXIMATE TO UNDERGROUND UTILITY SERVICES. 25. PROTECT ALL UTILITIES AND OTHER STRUCTURES DURING PROTECT ALL UTILITIES AND OTHER STRUCTURES DURING EXCAVATION AND BACKFILL OPERATIONS, ANY DAMAGE TO ANY EXISTING UTILITIES AND STRUCTURES CAUSED BY THE CONTRACTOR'S WORK SHALL BE IMMEDIATELY REPORTED TO THE COR AND REPAIRED TO THEIR ORIGINAL CONDITION BY QUALIFIED PERSONNEL AT THE CONTRACTORS EXPENSE. THE CONTRACTOR SHALL NOT INTERFERE WITH, OR INTERRUPT, ANY UTILITY MAIN OR SERVICE CONNECTION WITHOUT PRIOR APPROVAL FROM THE CONTRACTING OFFICER. 26. BEFORE AND DURING CONSTRUCTION OPERATIONS, THE BEFORE AND DURING CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL PROVIDE A SELF-SUPPORTING TEN (10) FOOT HIGH CHAIN LINK SELF SUPPORTING MODULE FOR SECURITY AND PROTECTED FROM WIND AROUND CONSTRUCTION AREAS DESIGNATED BY THE COR AS REQUIRING ENCLOSURE BY FENCING. PROVIDE GATES AS REQUIRED FOR ACCESS WITH NECESSARY HARDWARE, INCLUDING HASPS AND PADLOCKS. FASTEN FENCE FABRIC TO TERMINAL POSTS WITH TENSION BANDS AND TO LINE POSTS AND TOP AND BOTTOM RAILS WITH TIE WIRES SPACED AT MAXIMUM 15 INCHES. BOTTOM OF FENCES SHALL EXTEND TO ONE INCH ABOVE GRADE. REMOVE THE FENCE WHEN DIRECTED BY THE COR. 27. CONTRACTOR TO SUBMIT DESIGN CALCULATIONS SIGNED CONTRACTOR TO SUBMIT DESIGN CALCULATIONS SIGNED AND SEALED BY A PROFESSIONAL ENGINEER CURRENTLY LICENSES IN THE STATE OF NEW YORK FOR ALL ELEMENTS REQUIRING STRUCTURAL DESIGN. 28. ALL EXCAVATION IS UNCLASSIFIED AND NO ADDITIONAL ALL EXCAVATION IS UNCLASSIFIED AND NO ADDITIONAL PAYMENT WILL BE MADE FOR ANY ROCK EXCAVATION OR BURIED CONCRETE EXCAVATION REGARDLESS OF THE VOLUME, LOCATION, OR TYPE. CONTRACTOR SHALL KEEP DAILY PHOTOGRAPHS OF WORK TO BE PROVIDED TO THE VA. 29. CONTRACTOR SHALL KEEP DAILY RED-LINE AS-BUILT CONTRACTOR SHALL KEEP DAILY RED-LINE AS-BUILT DRAWINGS. 30. CONTRACTOR SHALL TAKE PRE-CONSTRUCTION CONTRACTOR SHALL TAKE PRE-CONSTRUCTION PHOTOGRAPHS AND PROVIDE THEM TO THE VA PRIOR TO THE START OF WORK. 31. CONTRACTOR SHALL PROVIDE ALL TEMPORARY SIGNAGE CONTRACTOR SHALL PROVIDE ALL TEMPORARY SIGNAGE FOR ALTERNATE PARKING, VEHICULAR ACCESS, PEDESTRIAN WALKWAY, AND DETOUR DURING CONSTRUCTION TO COORDINATE WITH THE PHASING OF WORK. TRAFFIC AND PEDESTRIAN CONTROL PLANS INCLUDING SIGNAGE PLANS TO BE APPROVED BY CONTRACTING OFFICER PRIOR TO USE. 32. CONTRACTOR SHALL PROVIDE ALL REQUIRED PARKING, CONTRACTOR SHALL PROVIDE ALL REQUIRED PARKING, PEDESTRIAN AND TRAFFIC MANAGEMENT DURING CONSTRUCTION. TRAFFIC CONTROL PLANS INCLUDING SIGNAGE PLANS TO BE APPROVED BY CONTRACTING OFFICER PRIOR TO USE. 33. CONTRACTOR SHALL CONSTRUCT SITE FENCE FIRST. CONTRACTOR SHALL CONSTRUCT SITE FENCE FIRST. 34. WORK MUST BE CONSTRUCTED AND COMPLETED TO WORK MUST BE CONSTRUCTED AND COMPLETED TO MINIMIZE DISRUPTION OF THE MEDICAL CENTER. WORK PLANNED FOR NON-REGULAR HOURS AND WEEKENDS MUST HAVE CONSTRUCTION SCHEDULE AND SEQUENCE APPROVED BY COR PRIOR TO USE. 35. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL EXCESS EXCAVATED MATERIAL TO AN OFF-SITE LOCATION AT NO ADDITIONAL COST OF THE GOVERNMENT. 36. ALL TRENCH LINES SHALL BE SAW CUT OR MILLED. ALL TRENCH LINES SHALL BE SAW CUT OR MILLED. 37. ALL TRENCHES SHALL BE BACKFILLED WITHOUT DELAY. ALL TRENCHES SHALL BE BACKFILLED WITHOUT DELAY. OPEN TRENCHES SHALL BE KEPT TO A MINIMUM. OPEN TRENCHES SHALL BE STEEL PLATED. STEEL PLATES SHALL BE PINNED AND ALSO INSTALLED WITH ASPHALT FEATHERED ALONG EDGES. UPON BACKFILLING THE CONTRACTOR SHALL BROOM SWEEP STREETS,AND OTHER PAVED AREAS, USE APPROPRIATE METHODS CONTROL DUST AND HOSE DOWN THE PAVEMENT TO KEEP SURFACE CLEAN. TRENCHES WITHIN THE ROADWAY AND PARKING LOTS SHALL BE BACKFILLED BY THE END OF EACH WORK DAY, AND WILL HAVE TEMPORARY PAVEMENT INSTALLED. 38. PRIOR TO CONNECTION TO OR RELOCATION OF ANY PRIOR TO CONNECTION TO OR RELOCATION OF ANY EXISTING VAMC FACILITIES, THE CONTRACTOR SHALL NOTIFY THE VAMC. ALL CONNECTIONS TO EXISTING FACILITIES SHALL BE DONE AT THE CONVENIENCE OF THE VAMC. WORK MUST BE PLANNED FOR NON-REGULAR HOURS AND WEEKENDS. OFF HOUR WORK SHALL ONLY OCCUR IF REQUIRED OR REQUESTED BY THE COR. 39. THE CONTRACTOR SHALL PROTECT ALL STRUCTURES, THE CONTRACTOR SHALL PROTECT ALL STRUCTURES, ROADS, PIPELINES, TREES, SHRUBBERY, GRASS AREAS, ETC. DURING THE PROGRESS OF THE WORK AND SHALL REMOVE DAILY FROM THE SITE ALL DEBRIS AND UNUSED MATERIALS. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL RESTORE THE SITES AS NEATLY AS POSSIBLE TO THEIR ORIGINAL CONDITION. 40. ALL SIDEWALK AREAS SHALL BE PASSABLE AND BROOM ALL SIDEWALK AREAS SHALL BE PASSABLE AND BROOM SWEPT AT THE END OF EACH WORK DAY. 41. ALL REQUIRED DEWATERING SHALL BE INCLUDED IN THE ALL REQUIRED DEWATERING SHALL BE INCLUDED IN THE LUMP SUM BID. 42. RESTORATION, INCLUDING THE REMOVAL OF EXCESS RESTORATION, INCLUDING THE REMOVAL OF EXCESS EXCAVATED MATERIAL AND PLACEMENT OF TEMPORARY PAVEMENT, SHALL BE PERFORMED AND COMPLETED ON A DAILY BASIS. ALL ROADS SHALL BE PASSABLE TO VEHICULAR TRAFFIC AT THE END OF EACH WORK DAY. 43. CONTRACTORS ARE TO COORDINATE ALL WORK WITH THE CONTRACTORS ARE TO COORDINATE ALL WORK WITH THE COR. 44. DRAWINGS ARE NOT TO BE SCALED. IT IS THE DRAWINGS ARE NOT TO BE SCALED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND PHYSICAL DIMENSIONS THAT INFLUENCE THE CONSTRUCTION AREA. 45. UNLES OTHERWISE REQUIRED, IT IS RECOMMENDED THAT UNLES OTHERWISE REQUIRED, IT IS RECOMMENDED THAT CONTRACTORS VISIT THE PROPOSED CONSTRUCTION SITE PRIOR TO SUBMITTING THEIR BIDS AND THEY ARE ENCOURAGED TO DO SO. 46. CONTRACTOR IS RESPONSIBLE FOR THE SAFEGUARDING CONTRACTOR IS RESPONSIBLE FOR THE SAFEGUARDING OF THEIR TOOLS AND EQUIPMENT. ALL TOOLS AND EQUIPMENT ARE NOT BE LEFT UNATTENDED AND ARE TO BE SECURED AT ALL TIMES WHEN THE CONTRACTOR IS NOT PRESENT OR THE CONSTRUCTION SITE IS NOT SUPERVISED BY THE CONTRACTOR. 47. ALL VA PROPERTY IS TO BE SAFEGUARDED FROM ALL VA PROPERTY IS TO BE SAFEGUARDED FROM DAMAGE. ANY DAMAGED VA PROPERTY IS TO BE RESTORED TO ORIGINAL CONDITION PRIOR TO DAMAGE OR REPLACED COMPLETELY. THIS INCLUDES INSTALLATION, LABOR AND PROCUREMENT EXPENSES. 48. ALL DEMOLISHED MATERIAL BECOMES THE PROPERTY AND ALL DEMOLISHED MATERIAL BECOMES THE PROPERTY AND THE RESPONSIBILITY OF THE CONTRACTOR WITH THE EXCEPTION OF SPECIFIED ITEMS DESIGNATED EITHER IN THE PLANS, SPECIFICATIONS, OR VERBALLY REQUESTED BY THE COR TO BE RETAINED BY THE VA. 49. OFFSITE DISPOSAL OF THE DEMOLISHED ITEMS IS THE OFFSITE DISPOSAL OF THE DEMOLISHED ITEMS IS THE RESPONSIBILITY OF THE CONTRACTOR. 50. REPLACE ANY DAMAGED LAWN AND ALL DISTURBED REPLACE ANY DAMAGED LAWN AND ALL DISTURBED AREAS OUTSIDE OF PAVEMENT AND CONCRETE AREAS WITH TOP SOIL AND HYDROSEED. MAINTAIN UNTIL FULLY ESTABLISHED AND ACCEPTED BY COR. 51. ALL DRAINAGE INLET STRUCTURES SHALL BE CAST-IN- ALL DRAINAGE INLET STRUCTURES SHALL BE CAST-IN- PLACE OR PRE-CAST CONCRETE. NO THERMOPLASTIC, POLY, FIBERGLASS, OR OTHER MATERIAL SUBSTITUTION WILL BE PERMITTED. 52. ALL PROPOSED PERMANENT PAVEMENT MARKINGS SHALL ALL PROPOSED PERMANENT PAVEMENT MARKINGS SHALL BE EPOXY BASE. 53. THE CONTRACTOR SHALL MAINTAIN A DAILY AND THE CONTRACTOR SHALL MAINTAIN A DAILY AND CONTINUOUS DUST PREVENTION MEASURES WITH REGARDED TO PREVENTION OF DUST ACCUMULATION AND OBSERVATION ON PARKED VEHICLES. WHERE A FAILURE TO PREVENT DUST ACCUMULATION OCCURS THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CLEANING OF DUST 54. CONTRACTOR TO COORDINATE ALL LOCKS WITH VA CONTRACTOR TO COORDINATE ALL LOCKS WITH VA LOCKSMITH AND TO PROVIDE A SINGLE MANUFACTURER SYSTEM (EG STANLEY/BEST) COMPATIBLE WITH EXISTING VA LOCK SYSTEMS. 55. DURING CONSTRUCTION ONE LANE OF TRAVEL ON ALL DURING CONSTRUCTION ONE LANE OF TRAVEL ON ALL DRIVEWAYS SHALL REMAIN OPEN AT ALL TIMES. 56. IF UNDERPINNING OR ANY OTHER TYPE OF SIMILAR IF UNDERPINNING OR ANY OTHER TYPE OF SIMILAR SUPPORT OF AN EXISTING STRUCTURE IS REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE THE UNDERPINNING OR SUPPORT AT NO ADDITIONAL COST TO THE VA.

AutoCAD SHX Text DRAINAGE STRUCTURES NOTES: DRAINAGE STRUCTURES SHALL BE CAST IN PLACE OR PRECAST UNITS. ROUND DRAINAGE STRUCTURES SHALL BE PRECAST ONLY. All CAST IN PLACE CONCRETE SHALL BE NYSDOT CLASS A. THE CONTRACTORS SHALL SUBMIT WORKING DRAWINGS FOR REVIEW AND APPROVAL OF ANY CHANGES TO THE STRUCTURES SHOWN ON THE STANDARD SHEETS OR CONTACT PLANS, OTHER THAN MINOR CHANGES APPROVED BY THE ENGINEER. USE OF FLAT SLAB TOPS ON ROUND PRECAST UNITS SHALL REQUIRE SUBMISSION OF WORKING DRAWINGS. 2. SEE PLANS FOR ELEVATIONS, DRAINAGE STRUCTURE SEE PLANS FOR ELEVATIONS, DRAINAGE STRUCTURE LOCATIONS, TYPE OF GRATE UTILIZED, LOCATION OF SCOOPS, FORMED INVERTS, SUMPS AND DRAINS. 3. REINFORCEMENT FOR RECTANGULAR DRAINAGE UNITS REINFORCEMENT FOR RECTANGULAR DRAINAGE UNITS (CAST IN PLACE OR PRECAST) BAR REINFORCEMENT INDICATED FOR RECTANGULAR TOP SLABS, RISERS AND BASES SHALL BE GRADE 60. WIRE FABRIC FOR CONCRETE REINFORCEMENT SHALL MEET THE REQUIREMENTS OF NYSDOT §709-02. RISER REINFORCEMENT SHALL BE PLACED SO IT WILL HAVE A MINIMUM COVER OF 2" BUT NO MORE THAN 4" FROM THE INSIDE FACE. THE REINFORCEMENT SHALL EXTEND COMPLETELY AROUND THE DRAINAGE STRUCTURE RISER AND SHALL BE LAPPED AND TIED. BASE REINFORCEMENT SHALL BE PLACED ABOVE THE MIDPOINT OF SLAB AND SHALL HAVE A MINIMUM CONCRETE COVER OF 2". 4. ROUND ALTERNATIVE: NOT ALLOWED ROUND ALTERNATIVE: NOT ALLOWED 5. FORMED INVERTS: FORMED INVERTS: FORMED INVERTS AND SCOOPS SHALL BE PROVIDED AND INCLUDED FOR DRAINAGE STRUCTURES. WHEN NON-CIRCULAR PIPES ARE USED, THE FORMED INVERT AND SUMP DETAILS SHALL BE MODIFIED TO FIT THE INVERTS. 6. GRATES: GRATES: CAST FRAMES MAY HAVE EITHER RETICULINE OR PARALLEL BAR GRATES, AND WELDED FRAMES MAY HAVE EITHER RETICULINE OR RECTANGULAR GRATES. IF NO GRATE IS SPECIFIED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR MAY FURNISH EITHER TYPE. GRATES SHALL BE INSTALLED SO THAT THE LENGTH OF THE GRATE IS PARALLEL TO THE SURFACE FLOW. FRAME AND GRATES SHALL CONFORM TO NYSDOT §655. ALL GRATES SHALL BE BICYCLE SAFE. 7. WALL OPENINGS: WALL OPENINGS: RECTANGULAR DRAINAGE STRUCTURES SHOWN ON THE DETAIL SHEETS SHOULD NEVER HAVE CORNER PIPE ENTRIES. IF PIPE ALIGNMENT WOULD REQUIRE A CORNER ENTRY, USE A ROUND DRAINAGE STRUCTURE OR USE A SPECIAL DRAINAGE STRUCTURE. ALL WALL OPENINGS SHALL BE FORMED COMPLETELY THROUGH THE WALL SECTION. CIRCULAR WALL OPENINGS SHALL BE FORMED FOR EACH CIRCULAR PIPE ENTERING PERPENDICULAR TO THE WALL. WHEN NON-CIRCULAR PIPES ARE SPECIFIED, OR ROUND PIPE ENTRIES ARE SKEWED, RECTANGULAR OPENINGS MAY BE USED. THE CLEARANCE BETWEEN THE OUTSIDE OF THE PIPE AND THE OPENING SHALL BE AT LEAST 2" BUT NO MORE THAN 3". THIS CLEARANCE SHALL BE MEASURED BETWEEN THE OUTSIDE OF THE PIPE AND NEAREST POINT ON THE RECTANGULAR OPENING. IF A CORNER HAS PIPE ENTRIES ON BOTH SIDES, AND THERE IS LESS THAN 2" BETWEEN EITHER OPENING AND THE CORNER. THEN THAT SECTION OF THE DRAINAGE STRUCTURE MUST HAVE 8" THICK WALLS. 8. MONOLITHIC AND INTEGRAL BASES MAY HAVE A MONOLITHIC AND INTEGRAL BASES MAY HAVE A MAXIMUM VERTICAL DRAFT OF ½" ON ALL INTERIOR DIMENSIONS, TO FACILITATE FORM REMOVAL. FOR WALL OPENINGS THAT EXTEND THE FULL WIDTH OR LENGTH OF THE STRUCTURE, THE MINIMUM CLEARANCE BETWEEN THE OUTSIDE OF THE PIPE AND THE WALL OPENING SHALL BE 1½ 9. FINISHING PIPE ENTRIES: FINISHING PIPE ENTRIES: THE BELLS OF CONCRETE PIPE SHALL BE CUT OFF AT EVERY PIPE ENTRY WHERE THE BELL ENTERS A STRUCTURE. CONNECTIONS BETWEEN THE STRUCTURE AND PIPE SHALL BE MADE BY EITHER USING A RESILIENT CONNECTOR MEETING THE REQUIREMENTS OF ASTM Cl478 OR BY COMPLETELY FILLING THE SPACE AROUND EACH PIPE WITH CONCRETE GROUTING MATERIAL OR CONCRETE REPAIR MATERIAL. IN CASE OF LARGE SPACES AROUND PIPES, CONCRETE PAYERS, COMPLETELY BEDDED IN GROUT OR CONCRETE REPAIR MATERIAL, MAY BE USED. 10.TOP SLAB AND OR FRAME AND GRATE ADJUSTMENT A MINIMUM Of ½" Of BEDDING SHALL BE PLACED BETWEEN RISERS AND PRECAST TOP SLABS. GRADE ADJUSTMENT FOR TOP SLABS ANO/OR FRAMES AND GRATES OF UP TO 2½" SHALL BE MADE WITH BEDDING MATERIAL MEETING THE REQUIREMENTS OF CONCRETE GROUTING MATERIALS OR CONCRETE REPAIR MATERIAL. GRADE ADJUSTMENT FOR TOP SLABS ANO/OR FRAMES AND GRATES OF UP TO 6" SHALL BE MADE WITH A COMBINATION Of PRECAST CONCRETE PAYERS AND BEDDING MATERIALS. GRADE ADJUSTMENT FOR TOP SLABS ANO/OR FRAMES AND GRATES OF UP TO 1'-0" SHALL BE MADE WITH CAST-IN-PLACE CONCRETE OR A COMBINATION Of PRECAST CONCRETE ADJUSTMENT ELEMENTS AND BEDDING MATERIALS. 11. STEPS: STEPS: MANHOLE STEPS SHALL BE REQUIRED IN ALL DRAINAGE STRUCTURES DEEPER THAN 4'-0". 12.CORBELED OR CONICAL RISER SECTIONS AND FLAT SLAB REDUCERS: ROUND PRECAST DRAINAGE STRUCTURES OR MANHOLES WHEN ALLOWED OR SPECIFIED> MAY BE FITTED WITH CONCENTRIC OR ECCENTRIC CONICAL SECTIONS TO REDUCE THEIR DIAMETERS, PROVIDED THE USE OF SUCH DEVICES IS COMPATIBLE WITH THE DRAINAGE SYSTEM DESIGN. THE CONTRACTOR SHALL SUBMIT WORKING DRAWINGS FOR REVIEW AND APPROVAL Of FLAT SLAB REDUCERS FOR ROUND OR RECTANGULAR STRUCTURES. A WALL SECTION WITH A HEIGHT LESS THAN 6" BETWEEN THE TOP OF THE HIGHEST PIPE ENTRY AND THE BOTTOM Of A CONICAL SECTION OR FLAT SLAB REDUCER SHALL NOT BE PERMITTED. 13.WHEN PIPE LOCATIONS PROVIDE FOR LESS THAN 8" BETWEEN THE TOP OF THE UPPERMOST PIPE AND THE TOP OF THE RISER AND THE STRUCTURE MAY BE SUBJECTED TO HIGHWAY LOADS, CONTRACTOR TO PROVIDE A SPECIAL DESIGN. I4. WHEN SITE CONDITIONS REQUIRE A DRAINAGE STRUCTURE TO BE INSTALLED TO A DEPTH GREATER THAN THAT SHOWN IN THE CONTRACT DOCUMENTS, AN INSTALLATION TOLERANCE OF 8" IS PERMITTED WITHOUT REQUIRING AN INCREASE IN WALL THICKNESS OR REINFORCING STEEL AS REQUIRED BY THE DRAINAGE STRUCTURE REINFORCEMENT TABLE.

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BASELINE

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VA FORM 08 - 6231

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CONSTRUCTION DOCUMENTSOffice of Construction and Facilities Management

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EXPAND PARKING LOT

2094 ALBANY POST ROAD

MONTROSE, NY 10548

620-18-202

8/7/2020Revisions: Date:

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ALBANY POST ROAD

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AREA OF WORK

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PROJECT NORTH

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VA FORM 08 - 6231

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Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

EXPAND PARKING LOT 620-18-202

8/7/2020 tel: 570.654.2473 fax: 570.654.6880 www.reillyengineering.com

REILLY ASSOCIATES

ENGINEERING

Consulting Engineers 49 South Main Street Suite 200 Pittston, PA 18640

ENGINEERING

NOT FOR CONSTRUCTION

CONSTRUCTION DOCUMENTS EXPAND PARKING LOT

VA HUDSON VALLEY HEALTH CARE SYSTEM

2094 ALBANY POST ROAD

MONTROSE, NY 10548

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3 STORY BRICK BUILDING BUILDING NO. 1

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CATCH BASIN 6 RIM=111.14 INV.=106.30 8" RCP

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STORM MH 10 RIM=113.06 INV.(A)=104.37, 12" RCP INV.(B)=104.46, 8" RCP

AutoCAD SHX Text STORM MH 5 RIM=117.06 INV.(A)=103.36, 12" RCP INV.(B)=103.88, 8" RCP INV.(C)=103.40, 12" RCP

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CATCH BASIN 3 RIM=108.75 INV.=104.53, 8" RCP

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CATCH BASIN 2 RIM=106.51 INV.=102.59, 8" RCP

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CATCH BASIN 4 RIM=104.71 INV.(A)=100.29, 8" RCP INV.(B)=100.30, 8" RCP

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CATCH BASIN 1 RIM=104.96 INV.=101.05, 8" RCP

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CATCH BASIN 9 RIM=111.15 INV.(A)=106.98, 8" RCP INV.(B)=106.99, 8" RCP

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CATCH BASIN 7 RIM=111.73 INV.=105.36 8" RCP

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PAVEMENT EDGE

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1 STORY BRICK BUILDING

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BENCHMARK 2: : SQUARE CUT IN CONC AT NW CORNER LIGHT POST BASE ELEV.=112.46

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BENCHMARK 1: : SQUARE CUT IN CONC AT NW CORNER LIGHT POST BASE ELEV.=108.20

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STORM MH 134 RIM=99.74 INV.(A)=91.96, 8" RCP INV.(B)=94.64, 8" RCP

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CATCH BASIN 135 RIM=105.01 INV.=100.71, 8" RCP

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TELE MH #7

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WV #79

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GV #3

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E MH #16

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TEL MH #8

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AutoCAD SHX Text NOTES: 1. THE EXISTING INFORMATION WAS OBTAINED FROM A SURVEY THE EXISTING INFORMATION WAS OBTAINED FROM A SURVEY BY MJ ENGINEERING AND LAND SURVEYING, P.C. DATED 07-02-2019 2. DEPTHS SHOWN ON EXISTING UTILITY LINES ARE DEPTHS SHOWN ON EXISTING UTILITY LINES ARE APPROXIMATELY TO THE CENTER OF THE LINE. GPR AND RF TECHNIQUES WERE UTILIZED AND CANNOT PROVIDE ACCURATE LOCATIONS. THE CONTRACTOR IS REQUIRED TO PERFORM THEIR OWN SUBSURFACE INVESTIGATION PRIOR TO THE WORK. CONTRACTOR SHALL LOCATE BY TEST PIT AND SURVEY ALL UTILITIES IMPACTED BY THE PROPOSED WORK. CONTRACTOR TO PROVIDE THE SURVEY MEASUREMENTS TO THE COR AND ENGINEER PRIOR TO PROCEEDING. 3. THE DESIGNATION OF X" AT A UTILITY LINE IS TO THE THE DESIGNATION OF X" AT A UTILITY LINE IS TO THE CENTER OF THE UTILITY. 4. THE GOVERNMENT AND THE ENGINEER DO NOT GUARANTEE THE GOVERNMENT AND THE ENGINEER DO NOT GUARANTEE THE ACCURACY OF EXISTING SUBSURFACE UTILITIES.

NOTES: 1. THE EXISTING INFORMATION WAS OBTAINED FROM A SURVEY THE EXISTING INFORMATION WAS OBTAINED FROM A SURVEY BY MJ ENGINEERING AND LAND SURVEYING, P.C. DATED 07-02-2019 2. DEPTHS SHOWN ON EXISTING UTILITY LINES ARE DEPTHS SHOWN ON EXISTING UTILITY LINES ARE APPROXIMATELY TO THE CENTER OF THE LINE. GPR AND RF TECHNIQUES WERE UTILIZED AND CANNOT PROVIDE ACCURATE LOCATIONS. THE CONTRACTOR IS REQUIRED TO PERFORM THEIR OWN SUBSURFACE INVESTIGATION PRIOR TO THE WORK. CONTRACTOR SHALL LOCATE BY TEST PIT AND SURVEY ALL UTILITIES IMPACTED BY THE PROPOSED WORK. CONTRACTOR TO PROVIDE THE SURVEY MEASUREMENTS TO THE COR AND ENGINEER PRIOR TO PROCEEDING. 3. THE DESIGNATION OF X" AT A UTILITY LINE IS TO THE THE DESIGNATION OF X" AT A UTILITY LINE IS TO THE CENTER OF THE UTILITY. 4. THE GOVERNMENT AND THE ENGINEER DO NOT GUARANTEE THE GOVERNMENT AND THE ENGINEER DO NOT GUARANTEE THE ACCURACY OF EXISTING SUBSURFACE UTILITIES.

Drawing Number

Project Title

Location

Issue Date Checked Drawn

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Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

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A

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E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

EXPAND PARKING LOT 620-18-202

8/7/2020 tel: 570.654.2473 fax: 570.654.6880 www.reillyengineering.com

REILLY ASSOCIATES

ENGINEERING

Consulting Engineers 49 South Main Street Suite 200 Pittston, PA 18640

ENGINEERING

NOT FOR CONSTRUCTION

CONSTRUCTION DOCUMENTS EXPAND PARKING LOT

VA HUDSON VALLEY HEALTH CARE SYSTEM

2094 ALBANY POST ROAD

MONTROSE, NY 10548

DEMOLITION PLAN

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DEMOLISH EXISTING TREES AND HEDGES, INCLUDING STUMP AND ROOTS.

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CLEAR AND GRUB ENTIRE SITE.

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DEMOLISH EXISTING STORM MANHOLE.

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DEMOLISH EXISTING CROSSWALK AND CENTER PAVEMENT MARKINGS

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DEMOLISH EXISTING SILT FENCE

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TEST PIT AREA

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NOTES: 1. CONTRACTOR TO DIG 4 TEST PITS IN THIS AREA AT THE CONTRACTOR TO DIG 4 TEST PITS IN THIS AREA AT THE LOCATIONS SHOWN TO VERIFY THAT THERE ARE NO SUBSURFACE CONDITIONS WHICH AFFECT THE WORK. BACKFILL TEST PITS WITH COMPACTED SUITABLE MATERIAL. COMPACT TO 95% OF STANDARD PROCTOR DENSITY. 2. DEPTHS SHOWN ON EXISTING UTILITY LINES ARE DEPTHS SHOWN ON EXISTING UTILITY LINES ARE APPROXIMATELY TO THE CENTER OF THE LINE. GPR AND RF TECHNIQUES WERE UTILIZED AND CANNOT PROVIDE ACCURATE LOCATIONS. THE CONTRACTOR IS REQUIRED TO PERFORM THEIR OWN SUBSURFACE INVESTIGATION PRIOR TO THE WORK. CONTRACTOR SHALL LOCATE BY TEST PIT AND SURVEY ALL UTILITIES IMPACTED BY THE PROPOSED WORK. CONTRACTOR TO PROVIDE THE SURVEY MEASUREMENTS TO THE COR AND ENGINEER PRIOR TO PROCEEDING. 3. THE DESIGNATION OF X" AT A UTILITY LINE IS TO THE THE DESIGNATION OF X" AT A UTILITY LINE IS TO THE CENTER OF THE UTILITY. 4. THE GOVERNMENT AND THE ENGINEER DO NOT GUARANTEE THE GOVERNMENT AND THE ENGINEER DO NOT GUARANTEE THE ACCURACY OF EXISTING SUBSURFACE UTILITIES.

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

EXPAND PARKING LOT 620-18-202

8/7/2020 tel: 570.654.2473 fax: 570.654.6880 www.reillyengineering.com

REILLY ASSOCIATES

ENGINEERING

Consulting Engineers 49 South Main Street Suite 200 Pittston, PA 18640

ENGINEERING

NOT FOR CONSTRUCTION

CONSTRUCTION DOCUMENTS EXPAND PARKING LOT

VA HUDSON VALLEY HEALTH CARE SYSTEM

2094 ALBANY POST ROAD

MONTROSE, NY 10548

FENCING PLAN

J.S.D. T.S.M.

CF-101

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3 STORY BRICK BUILDING BUILDING NO. 1

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CATCH BASIN 1 RIM=104.96 INV.=101.05, 8" RCP

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ASPHALT PARKING

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ASPHALT

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CONC. CURB

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CONC. CURB

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CONC. CURB

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CONC. CURB

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CONC. CURB

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CONC. CURB

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CONC. CURB

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10' CHAIN LINK FENCE

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8' CHAIN LINK FENCE

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PAVEMENT EDGE

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1 STORY BRICK BUILDING

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ASPHALT

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ASPHALT

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ASPHALT

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FDR VETERANS HOSPITAL ROAD

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ASPHALT

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FDR VETERANS HOSPITAL ROAD

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10' CHAIN LINK FENCE

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10' CHAIN LINK FENCE

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10' CHAIN LINK FENCE

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PAVEMENT EDGE

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"PEDESTRIAN CROSSING"

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"PARKING LOT A, NO FIREARMS OR WEAPONS ALLOWED ON THIS PROPERTY"

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"STOP"

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"SPEED LIMIT 15 MPH"

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"HANDICAP PARKING"

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"HANDICAP PARKING"

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3-"RESERVED PARKING"

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CROSSWALK

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CROSSWALK

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GATE

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CONC. CURB

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CONC. CURB

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DOUBLE YELLOW LINE

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"BUILDING 8"

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"STOP"

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"PARKING LOT E"

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CONC. CURB

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CONC. CURB

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CONC. CURB

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"SPEED LIMIT 15"

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"SPEED LIMIT 15"

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10' CHAIN LINK FENCE

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PAVEMENT EDGE

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PAVEMENT EDGE

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"AUTHORIZED VEHICLES ONLY"

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FH #28

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NO PARKING

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NO PARKING

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NO PARKING

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NO PARKING

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AutoCAD SHX Text 1100 CHURCH STREET HONESDALE, PA 18431 570-253-0846 OFFICE 570-253-1935 FAX WWW.NEINFRA.COM

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SCALE:

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FENCING PLAN

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CF-101

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AutoCAD SHX Text NOTES: 1. CONTRACTOR SHALL ADJUST FENCES AS NEED FOR WORK. CONTRACTOR SHALL ADJUST FENCES AS NEED FOR WORK. 2. CONTRACTOR SHALL PROVIDE ADDITIONAL TEMPORARY FENCE TO CONTRACTOR SHALL PROVIDE ADDITIONAL TEMPORARY FENCE TO CONSTRUCT PORTIONS OF THE PROJECT AS REQUIRED. 3. PROVIDE ROCK CONSTRUCTION ENTRANCE. SEE DWG. ES-100. PROVIDE ROCK CONSTRUCTION ENTRANCE. SEE DWG. ES-100. 4. ADD GATES AS NEEDED. ADD GATES AS NEEDED. 5. CONTRACTOR TO USE EXISTING FENCE WHEN APPLICABLE.CONTRACTOR TO USE EXISTING FENCE WHEN APPLICABLE.

NOTES: 1. CONTRACTOR SHALL ADJUST FENCES AS NEED FOR WORK. CONTRACTOR SHALL ADJUST FENCES AS NEED FOR WORK. 2. CONTRACTOR SHALL PROVIDE ADDITIONAL TEMPORARY FENCE TO CONTRACTOR SHALL PROVIDE ADDITIONAL TEMPORARY FENCE TO CONSTRUCT PORTIONS OF THE PROJECT AS REQUIRED. 3. PROVIDE ROCK CONSTRUCTION ENTRANCE. SEE DWG. ES-100. PROVIDE ROCK CONSTRUCTION ENTRANCE. SEE DWG. ES-100. 4. ADD GATES AS NEEDED. ADD GATES AS NEEDED. 5. CONTRACTOR TO USE EXISTING FENCE WHEN APPLICABLE.CONTRACTOR TO USE EXISTING FENCE WHEN APPLICABLE.

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

EXPAND PARKING LOT 620-18-202

8/7/2020 tel: 570.654.2473 fax: 570.654.6880 www.reillyengineering.com

REILLY ASSOCIATES

ENGINEERING

Consulting Engineers 49 South Main Street Suite 200 Pittston, PA 18640

ENGINEERING

NOT FOR CONSTRUCTION

CONSTRUCTION DOCUMENTS EXPAND PARKING LOT

VA HUDSON VALLEY HEALTH CARE SYSTEM

2094 ALBANY POST ROAD

MONTROSE, NY 10548

GRADING PLAN

J.S.D. T.S.M.

CG-101

Z:

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3 STORY BRICK BUILDING BUILDING NO. 1

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CATCH BASIN 6 RIM=111.14 INV.=106.30 8" RCP

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STORM MH 10 RIM=113.06 INV.(A)=104.37, 12" RCP INV.(B)=104.46, 8" RCP

AutoCAD SHX Text STORM MH 5 RIM=117.06 INV.(A)=103.36, 12" RCP INV.(B)=103.88, 8" RCP INV.(C)=103.40, 12" RCP

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CATCH BASIN 3 RIM=108.75 INV.=104.53, 8" RCP

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CATCH BASIN 2 RIM=106.51 INV.=102.59, 8" RCP

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CATCH BASIN 4 RIM=104.71 INV.(A)=100.29, 8" RCP INV.(B)=100.30, 8" RCP

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CATCH BASIN 9 RIM=111.15 INV.(A)=106.98, 8" RCP INV.(B)=106.99, 8" RCP

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CATCH BASIN 7 RIM=111.73 INV.=105.36 8" RCP

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ASPHALT PARKING

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ASPHALT

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CONC. CURB

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10' CHAIN LINK FENCE

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8' CHAIN LINK FENCE

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PAVEMENT EDGE

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1 STORY BRICK BUILDING

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BENCHMARK 2: : SQUARE CUT IN CONC AT NW CORNER LIGHT POST BASE ELEV.=112.46

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BENCHMARK 1: : SQUARE CUT IN CONC AT NW CORNER LIGHT POST BASE ELEV.=108.20

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ASPHALT

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ASPHALT

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ASPHALT

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FDR VETERANS HOSPITAL ROAD

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ASPHALT

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FDR VETERANS HOSPITAL ROAD

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10' CHAIN LINK FENCE

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10' CHAIN LINK FENCE

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10' CHAIN LINK FENCE

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PAVEMENT EDGE

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BREEZEWAY

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"PEDESTRIAN CROSSING"

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"PARKING LOT A, NO FIREARMS OR WEAPONS ALLOWED ON THIS PROPERTY"

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"STOP"

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"HANDICAP PARKING"

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3-"RESERVED PARKING"

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CROSSWALK

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"SPEED LIMIT 15"

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"SPEED LIMIT 15"

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10' CHAIN LINK FENCE

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STAND PIPE

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PAVEMENT EDGE

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PAVEMENT EDGE

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"AUTHORIZED VEHICLES ONLY"

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STORM MH 134 RIM=99.74 INV.(A)=91.96, 8" RCP INV.(B)=94.64, 8" RCP

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CATCH BASIN 135 RIM=105.01 INV.=100.71, 8" RCP

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NO PARKING

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NO PARKING

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NO PARKING

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NO PARKING

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MATCH EXISTING GRADE AT TOP OF CURB

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MATCH EXISTING GRADE AT TOP OF CURB

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MATCH EXISTING GRADE AT TOP OF CURB

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MATCH EXISTING GRADE AT TOP OF CURB

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MATCH EXISTING GRADE AT TOP OF CURB

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MATCH EXISTING GRADE AT TOP OF CURB

AutoCAD SHX Text 1100 CHURCH STREET HONESDALE, PA 18431 570-253-0846 OFFICE 570-253-1935 FAX WWW.NEINFRA.COM

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SCALE:

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GRADING PLAN

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CG-101

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AutoCAD SHX Text NOTES 1. RECONSTRUCT LID OF VAULT. PROVIDE CONCRETE RISER SECTION AND RECONSTRUCT LID OF VAULT. PROVIDE CONCRETE RISER SECTION AND SECURE TO EXISTING VAULT. CONSTRUCT TRAFFIC RATED HEAVY DUTY HATCH AND FRAME AND MANHOLE STEPS. SET HATCH TO MATCH NEW GRADE. 2. CONSTRUCT CONCRETE RISER SECTION AND SECURE TO EXISTING CONSTRUCT CONCRETE RISER SECTION AND SECURE TO EXISTING VAULT/MH. CONSTRUCT TRAFFIC RATED HEAVY DUTY FRAME AND COVER MARKED "ELECTRIC”, PROVIDE MANHOLE STEPS. SET COVER TO MATCH , PROVIDE MANHOLE STEPS. SET COVER TO MATCH NEW GRADE. 3. INSTALL NEW INLET AND RESTORE PAVEMENT AND CURBING. AND INSTALL NEW INLET AND RESTORE PAVEMENT AND CURBING. AND CONNECT PIPES. 4. RAISE INLET BOX WITH CONCRETE RISER SECTION AND SECURE TO RAISE INLET BOX WITH CONCRETE RISER SECTION AND SECURE TO EXISTING INLET. RESET FRAME AND GRATE TO ELEVATION 112.60 5. REPLACE VALVE BOX AND COVER WITH NEW HEAVY DUTY TRAFFIC RATED REPLACE VALVE BOX AND COVER WITH NEW HEAVY DUTY TRAFFIC RATED VALVE BOX AND COVER AND RAISE TO GRADE 6. CONSTRUCT CONCRETE RISER SECTION AND SECURE TO EXISTING CONSTRUCT CONCRETE RISER SECTION AND SECURE TO EXISTING VAULT/MH. CONSTRUCT HEAVY DUTY TRAFFIC RATED FRAME AND COVER MARKED "TELEPHONE”, PROVIDE MANHOLE STEPS. SET COVER TO MATCH , PROVIDE MANHOLE STEPS. SET COVER TO MATCH NEW GRADE. 7. ALL NON-PAVED AREA DISTURBED WITHIN LIMIT OF WORK TO RECEIVE 4" ALL NON-PAVED AREA DISTURBED WITHIN LIMIT OF WORK TO RECEIVE 4" TOPSOIL, SEED AND MULCH. 8.