620-23-102 - 100 Construction Drawings.pdf

VA U.S. Department of Veterans Affairs

LIST OF DRAWINGS

PROJECT CONTACT DIRECTORY

LOCATION MAP

CONTRACT OFFICER CONTRACTING OFFICER

REPRESENTATIVE (COR)

CIVIL ENGINEERS

APPROVALS

Approved by Medical Center Director Approved by Director of Facility Management Service

Approved by Project COR Approved by Medical Director

Approved by Infection Control Approved by Safety Officer

Approved by Project CO

Approved by

PROJECT INFORMATION

PAVE LOT 'G'

AT

MONTROSE VA MEDICAL CENTER

PROJECT NUMBER: 620-23-102

CONTRACT NUMBER: 36C24222R0111

2094 ALBANY POST RD, MONTROSE, NY 10548

SCALE: 1" = 2,000'

SOURCE: USGS MONTROSE, NY QUAD MAP

PROJECT

LOCATION

N.T.S.

SOURCE: GOOGLE MAPS

I HEREBY CERTIFY THAT ALL INFORMATION INDICATED ON THIS

DRAWING WAS OBTAINED OR VERIFIED BY ACTUAL

MEASUREMENTS IN THE FIELD, AND THAT EVERY EFFORT HAS

BEEN MADE TO FURNISH COMPLETE AND ACCURATE

INFORMATION.

Christopher Geary, P.E. PA #099085

PROFESSIONAL ENGINEER'S CERTIFICATION

Leon Shurp (COR) (914)-737-4400 ext. 202147

Daniel M. Barone (CO) (914)-737-4400 ext. 202046 acela architects + engineers, pc 2633 Moravian Avenue Allentown, PA 18103

Christopher Geary, PE (610)-365-4023 cgeary@acela-ae.com

PE# 099085

08/29/2024 RCG

Montrose VA Medical Center Montrose, NY

620-23-102 Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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: Dwg. of

JMS

Christopher W. Geary

CH

RI

ST

OPHER WILLIAM GEARY

099085

S

T A T E OF NEW Y O

R K

L IC

ENSED PROFESSIONAL ENGI

NE

ER

SHEET LIST TABLE

SHEET

NUMBER DRAWING N0. SHEET TITLE

GENERAL

GI 1 1 OF 14 TITLE SHEET

GI 2 2 OF 14 GENERAL NOTES SHEET

GC 1 3 OF 14 MAINTENANCE & PROTECTION OF TRAFFIC PLAN

GC 2 4 OF 14 EROSION & SEDIMENTATION POLLUTION CONTROL PLAN

GR 1 5 OF 14 CORE BORING PLAN

CIVIL

CD 1 6 OF 14 EXISTING FEATURES & DEMOLITION PLAN

CS 1 7 OF 14 LAYOUT PLAN

CG 1 8 OF 14 GRADING & UTILITY PLAN

CN 1 9 OF 14 EROSION & SEDIMENTATION POLLUTION CONTROL DETAILS

CN 2 10 OF 14 CONSTRUCTION DETAILS

CN 3 11 OF 14 CONSTRUCTION DETAILS

CN 4 12 OF 14 CONSTRUCTION DETAILS

ELECTRICAL

ES 1 13 OF 14 ELECTRICAL SITE PLAN & LIGHTING

ES 2 14 OF 14 ELECTRICAL SITE SCHEDULE

EXISTING CONDITIONS NOTES

1. THE EXISTING FEATURES PLAN INFORMATION SHOWN IN THIS PLAN SET ARE BASED ON AN ON THE GROUND

FIELD SURVEY BY ACELA ARCHITECTS + ENGINEERS, PC. DURING JUNE 2023. AREAS SHOWN OUTSIDE THE SCOPE OF WORK ARE BASED ON DRAWINGS PROVIDED BY THE DEPARTMENT OF VETERAN AFFAIRS.

2. IT IS ASSUMED ONLY THOSE ITEMS VISIBLE ON THE GROUND AT THE TIME OF SURVEY WERE LOCATED AND SHOWN ON THIS PLAN. ACELA ARCHITECTS + ENGINEERS, PC. CONTRACTED A SUBSURFACE UTILITY COMPANY TO LOCATE UNDERGROUND UTILITIES. THE UTILITIES SHOWN HEREON ARE A RESULT OF SURFACE AND SUBSURFACE INVESTIGATION. CONTRACTORS AND OTHER USERS OF THIS PLAN ARE RESPONSIBLE FOR VERIFICATION AND LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION WORK AT LOCATIONS SHOWN HEREON. ACELA ARCHITECTS + ENGINEERS, P.C. ASSUMES NO LIABILITY TO DAMAGE TO ANY EXISTING UTILITY DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR

ANY DAMAGE THAT MAY OCCUR DURING CONSTRUCTION.

3. THE SURVEY IS BASED ON NEW YORK STATE PLANE COORDINATE SYSTEM.

DEMOLITION NOTES

1. PERFORM DEMOLITION IN SUCH MANNER AS TO ELIMINATE HAZARDS TO PERSONS AND PROPERTY; TO

MINIMIZE NOISE; TO MINIMIZE INTERFERENCE WITH USE OF ADJACENT AREAS, UTILITIES AND STRUCTURES OR INTERRUPTION OF USE OF SUCH UTILITIES; AND TO PROVIDE FREE PASSAGE TO AND FROM SUCH

ADJACENT AREAS OF STRUCTURES.

2. PROVIDE SAFEGUARDS, INCLUDING WARNING SIGNS, BARRICADES, TEMPORARY FENCES, WARNING LIGHTS, AND OTHER SIMILAR ITEMS THAT ARE REQUIRED FOR PROTECTION OF ALL PERSONNEL DURING

DEMOLITION AND REMOVAL OPERATIONS.

3. MAINTAIN FENCES, BARRICADES, LIGHTS AND OTHER SIMILAR ITEMS AROUND EXPOSED EXCAVATIONS

UNTIL SUCH EXCAVATIONS HAVE BEEN COMPLETELY FILLED.

4. PREVENT SPREAD OF FLYING PARTICLES AND DUST. SPRINKLE RUBBISH AND DEBRIS WITH WATER TO KEEP DUST TO A MINIMUM. DO NOT USE WATER IF IT RESULTS IN HAZARDOUS OR OBJECTIONABLE CONDITION

SUCH AS, BUT NOT LIMITED TO; ICE, FLOODING OR POLLUTION.

5. BEFORE BEGINNING ANY DEMOLITION WORK, THE CONTRACTOR SHALL SURVEY THE SITE AND EXAMINE THE DRAWINGS AND SPECIFICATIONS TO DETERMINE THE EXTENT OF THE WORK. THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO AVOID DAMAGES TO EXISTING ITEMS TO REMAIN IN PLACE, TO BE REUSED, OR TO REMAIN THE PROPERTY OF THE MEDICAL CENTER; ANY DAMAGED ITEMS SHALL BE REPAIRED OR REPLACED AS APPROVED BY THE CONTRACTING OFFICER REPRESENTATIVE (COR). THE

CONTRACTOR SHALL COORDINATE THE WORK WITH ALL OTHER WORK AND SHALL CONSTRUCT AND

MAINTAIN SHORING, BRACING, AND SUPPORTS AS REQUIRED. THE CONTRACTOR SHALL ENSURE THAT

STRUCTURAL ELEMENTS ARE NOT OVERLOADED AND SHALL BE RESPONSIBLE FOR INCREASING

STRUCTURAL SUPPORTS OR ADDING NEW SUPPORTS AS MAY BE REQUIRED AS A RESULT OF ANY CUTTING, REMOVAL, OR DEMOLITION WORK PERFORMED.

6. DEMOLISH AND REMOVE OUTSIDE UTILITY SERVICE LINES SHOWN TO BE REMOVED.

7. REMOVE ABANDONED OUTSIDE UTILITY LINES THAT WOULD INTERFERE WITH INSTALLATION OF NEW

UTILITY LINES AND NEW CONSTRUCTION.

8. ALL WASTE DEBRIS, UNSUITABLE, AND EXCESS MATERIAL SHALL BE REMOVED FROM THE SITE AND LAWFULLY DISPOSED OF. DEBRIS, INCLUDING BRICK, CONCRETE STONE, METALS AND SIMILAR MATERIALS SHALL BECOME PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF BY THE CONTRACTOR DAILY, OFF THE MEDICAL CENTER PROPERTY TO AVOID ACCUMULATION AT THE DEMOLITION SITE. MATERIALS THAT CANNOT BE REMOVED DAILY SHALL BE STORED IN AREAS SPECIFIED BY THE CONTRACTING OFFICERS REPRESENTATIVE. CONTRACTOR SHALL NOTIFY ENGINEER AND COR IMMEDIATELY IF MATERIALS UNCOVERED DURING ANY PART OF THE WORK APPEAR TO BE CONTAMINATED. ALL LOCAL, STATE AND

FEDERAL LAWS SHALL PREVAIL IN THE EVENT OF CONTAMINATED MATERIALS.

9. BREAK UP CONCRETE SLABS BELOW GRADE THAT DO NOT REQUIRE REMOVAL FROM PRESENT LOCATION INTO PIECES NOT EXCEEDING 24 INCHES (600 MM) SQUARE TO PERMIT DRAINAGE. CONTRACTOR SHALL DISPOSE OF DEBRIS IN COMPLIANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL PERMITS, RULES

AND/OR REGULATIONS.

10. AS PART OF THE PROPOSED WORK, ANY DAMAGE TO THE EXISTING CURB SHALL BE CORRECTED BY THE

CONTRACTOR TO THE SATISFACTION OF THE COR.

11. ANY SIDEWALK, ON THESE PLANS, THAT IS SHOWN TO BE REMOVED OR REPLACED SHALL BE REMOVED TO

THE NEAREST EXISTING SIDEWALK JOINT.

12. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING AND MAINTAINING ALL TREES AND LIGHT POLES

SURROUNDING THE PARKING LOTS AND ROADWAY. ANY SUCH FEATURES DAMAGED DURING

CONSTRUCTION SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE.

CONCRETE REPAIR NOTES

1. EXPANSION JOINTS SHALL BE INSTALLED WHENEVER CONCRETE IS PLACED AGAINST ROADWAY PAVEMENT, PARKING LOTS, EXISTING CONCRETE, BUILDINGS, OR STRUCTURES AND PER VA REQUIREMENTS. SPACING

OF ALL SIDEWALK JOINTS SHALL BE PER THE CONCRETE SIDEWALK JOINT SPACING DETAIL.

2. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELED AND BROOMED WITH A FINE

BRUSH IN A TRANSVERSE DIRECTION, UNLESS STATED OTHERWISE ON THE PLANS.

3. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR ANY DAMAGED ASPHALT ADJACENT TO THE AREA OF CONSTRUCTION ASSOCIATED WITH REPAIR AND/OR REPLACEMENT OF EXISTING SIDEWALK AND/OR STAIRS

TO THE SATISFACTION OF THE COR.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SPREADING TOPSOIL, SEEDING AND STABILIZING ANY DAMAGED OR UNVEGETATED PERVIOUS AREA ADJACENT TO THE AREA OF CONSTRUCTION ASSOCIATED

WITH REPAIR AND/OR REPLACEMENT OF EXISTING SIDEWALK.

5. POSITIVE DRAINAGE SHALL BE PROVIDED ALONG ALL SIDEWALKS. SIDEWALK CONSTRUCTION AND REPAIR

SHALL BE COMPLETED IN A MANNER TO PREVENT LOW POINTS AND STANDING WATER.

PAVEMENT RECONSTRUCTION NOTES

1. ALL WASTE, DEBRIS, UNSUITABLE, AND EXCESS MATERIAL SHALL BE REMOVED FROM THE SITE AND

LAWFULLY DISPOSED OF.

2. SAWCUT PAVEMENT TO A DEPTH OF 2" WHERE MILLING OPERATIONS ABUT BITUMINOUS PAVEMENT TO REMAIN. SEAL JOINT WITH 12" WIDE ASPHALT SEALANT. REFER TO SAW CUT DETAIL FOR MORE

INFORMATION.

3. A RECLAIMED BASE MAY BE UTILIZED, WHERE A PROFESSIONAL GEOTECHNICAL ENGINEER LICENSED IN NEW YORK RETAINED BY THE CONTRACTOR APPROVES THE SOIL, IN THE AREAS WHERE EXISTING

PAVEMENT IS TO BE RECONSTRUCTED. THE RECLAMATION SHALL MEET THE MINIMUM

REQUIREMENTS AND CROSS SECTION OF THE FULL DEPTH CONSTRUCTION. IF THE EXISTING CROSS SECTION DOES NOT PROVIDE ADEQUATE DEPTH OR MATERIAL FOR RECLAMATION, NEW MATERIAL

SHALL BE IMPORTED. ANY RECLAIMED MATERIAL SHALL BE APPROVED PRIOR TO REUSE.

4. POOR IN-SITU SOIL THAT IS DEEMED UNSUITABLE, BY THE THIRD PARTY PROFESSIONAL

GEOTECHNICAL ENGINEER LICENSED IN NEW YORK RETAINED BY THE CONTRACTOR, FOR USE AS

PAVING SUBGRADE SHALL BE OVER-EXCAVATED AND REPLACED WITH HIGHER QUALITY

LOAD-BEARING FILL AS DIRECTED BY THE PROFESSIONAL GEOTECHNICAL ENGINEER.

5. PAVEMENT RECONSTRUCTION AND ASSOCIATED IMPROVEMENTS SHALL BE STAGED TO MINIMIZE

DISRUPTION TO THE MEDICAL FACILITY. STAGING AREAS AND EQUIPMENT STORAGE SHALL BE

COORDINATED WITH THE CONTRACTING OFFICERS REPRESENTATIVE (COR).

6. REPAIR DAMAGED CURB AS INDICATED, OR AS NECESSARY IF ADDITIONAL DAMAGE OCCURS DURING

CONSTRUCTION.

7. ALL PAVEMENT MARKINGS AND ROAD SIGNS TO BE IN ACCORDANCE WITH THE CURRENT EDITION OF

THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE NEW YORK STATE

SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.

8. AFTER THE INSTALLATION OF THE BINDER COURSE WITHIN EACH PHASE, AND NO SOONER THAN 24 HOURS AFTER THE ASPHALT HAS BEEN INSTALLED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TEMPORARY PAVEMENT MARKINGS, PRIOR TO THE AREA BEING OPENED FOR GENERAL PARKING. THE CONTRACTOR SHALL UTILIZE A PAINT EQUIVALENT TO THAT OF THE PERMANENT PAINT

MARKINGS ON THE BINDER COURSE., UNLESS OTHERWISE AGREED TO BY THE CONTRACTING

OFFICER.

9. AFTER THE INSTALLATION OF THE WEARING COURSE, AND NO SOONER THAN 24 HOURS AFTER THE

ASPHALT HAS BEEN INSTALLED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING

TEMPORARY PAVEMENT MARKINGS TO CLEARLY IDENTIFY PARKING STALLS AND DRIVE AISLES. THE

TEMPORARY PAVEMENT MARKINGS MAY NEED TO BE SUPPLEMENTED WITH TRAFFIC CONES,

BARRELS, SIGNAGE, ETC. THESE TEMPORARY PAVEMENT MARKINGS ARE NOT INTENDED TO BE THE

PERMANENT PAVEMENT MARKINGS. ADEQUACY OF THE TEMPORARY PAVEMENT MARKINGS AND

APPURTENANCES SHALL BE DETERMINED BY THE COR AND IMPROVED OR MODIFIED AS REQUESTED AT NO COST TO THE GOVERNMENT. PERMANENT PAVEMENT MARKINGS SHALL BE INSTALLED NO LESS THAN 14 DAYS AFTER FINAL WEARING COURSE INSTALLATION, OR GREATER IF RECOMMENDED BY THE MANUFACTURER. PAVEMENT MARKINGS SHALL NOT BE INSTALLED DURING NORMAL BUSINESS HOURS (0700H-1600H, MONDAY THRU FRIDAY, EXCLUSIVE TO HOLIDAYS) UNLESS OTHERWISE APPROVED BY

THE CONTRACTING OFFICER.

UTILITY NOTES

1. KEEP HYDRANTS CLEAR AND ACCESSIBLE AT ALL TIMES. PROHIBIT DEBRIS FROM ACCUMULATING

WITHIN A RADIUS OF 15 FT (4500 MM) OF FIRE HYDRANTS.

2. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE

REPRESENTATION ONLY. THE OWNER OR ITS REPRESENTATIVE(S), HAVE NOT INDEPENDENTLY

VERIFIED THE INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATION SHOWN DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES, NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT

THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING

CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES AND ELEVATIONS OF THE POINTS OF CONNECTION TO THE EXISTING UTILITIES AND SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY.

3. THE CONTRACTOR SHALL VERIFY DIMENSIONS OF STORM INLET BOXES PRIOR TO ORDERING GRADE

ADJUSTMENT RINGS OR TOP UNITS.

4. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING

CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS

INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR AND THE INFORMATION SHALL BE FURNISHED IN WRITING BY

THE CONTRACTOR TO THE ENGINEER, CONTRACTING OFFICER, AND CONTRACTING OFFICER'S

REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT. THE CONTRACTORS FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR ADDITIONAL

PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT.

5. ANY EXISTING UTILITY, SUCH AS BUT NOT LIMITED TO STRUCTURES, PIPES, VALVES, POLES, AND GUY WIRES, IN CONFLICT WITH ANY IMPROVEMENTS SHALL BE ADJUSTED AS REQUIRED, INCLUDING BOTH

HORIZONTAL AND VERTICAL CONFLICTS.

6. RIM ELEVATIONS FOR DRAINAGE AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC AND TELEPHONE PULL BOXES, AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SHALL BE

SET/RESET AS FOLLOWS:

A. PAVEMENTS AND CONCRETE SURFACES: FLUSH

B. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH

C. LANDSCAPE OR LOAM AND SEED AREAS: ONE INCH ABOVE SURROUNDING AREA AND TAPER EARTH

TO THE RIM ELEVATION.

7. ANY EXISTING UTILITY STRUCTURE, BOX OR POLE IN HORIZONTAL CONFLICT WITH ANY PAVEMENT

RECONSTRUCTION AND/OR WIDENING SHALL BE RELOCATED.

8. IMMEDIATELY PRIOR TO THE END OF CONSTRUCTION OR ACCEPTANCE BY THE COR, THE

CONTRACTOR SHALL INSPECT ALL CATCH BASINS AND DRAINAGE MANHOLES WITHIN AND

DOWNSTREAM OF THE LIMITS OF WORK. PIPES AND STRUCTURES SHALL BE CLEANED AND FLUSHED

AS NECESSARY.

9. THE CONTRACTOR SHALL WORK WITH THE COR AND VA STAFF TO VERIFY EXISTING CONDITIONS OF ELECTRICAL SYSTEMS BEING SPLICED TO WITH PROPOSED LIGHTING. WIRE SIZES AND BREAKER

SIZES SHALL BE VERIFIED PRIOR TO ANY WORK TO ENSURE ACCURACY WITH THE PLAN. THE

CONTRACTOR SHALL PROVIDE LARGER WIRE SIZES WHERE NECESSARY TO SPLICE TO EXISTING

CIRCUITS.

10. PROPOSED STORMWATER PIPE LENGTHS ARE SHOWN FROM CENTER OF STRUCTURE TO CENTER OF

STRUCTURE.

11. SEAL BETWEEN CONCRETE STRUCTURES WITH BUTYL RUBBER SEALANT MEETING ASTM C-990-91.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING UTILITIES. EXISTING UTILITIES DETERMINED TO BE PREVIOUSLY ABANDONED SHALL BE DISCUSSED WITH THE COR IF THE UTILITY SHALL REMAIN IN PLACE OR BE REMOVED, UNLESS OTHERWISE SHOWN ON THE PLANS. ANY UTILITY UNABLE TO BE PREVIOUSLY VERIFIED, INCLUDING ANY "LOST SIGNAL" UTILITY, SHALL BE FURTHER INVESTIGATED BY THE CONTRACTOR AND DISCUSSED WITH THE COR PRIOR TO ANY UTILITY

DISRUPTION AND/OR REMOVAL.

13. ALL STRUCTURE PENETRATIONS SHALL BE PRECAST OPENINGS. NO FIELD CUTTING FOR OPENINGS IS PERMITTED UNLESS APPROVED BY THE COR. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO

THE COR FOR APPROVAL OF EACH STRUCTURE PRIOR TO ORDERING.

GENERAL NOTES

1. THESE PLANS ARE FOR THE RECONSTRUCTION OF PARKING LOT "G" AND CONSTRUCTION OF NEW SIDEALK AND SITE

LIGHTING. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH THE VAMC.

2. THE CONTRACTOR SHALL REFER TO THE SPECIFICATIONS PREPARED FOR MONTROSE PAVE LOT G, PREPARED BY

ACELA ARCHITECTS + ENGINEERS, P.C.

3. THE CONTRACTOR SHALL NOTIFY "NEW YORK 811" (1-800-272-4480) AT LEAST 72 HOURS PRIOR TO EXCAVATION.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS, STATE AND LOCAL REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE FENCING OR BARRIERS AROUND THE ENTIRE WORK AREA. THE CONTRACTOR SHALL NOT BEGIN WORK UNTIL THE SITE

SAFETY PLAN HAS BEEN APPROVED BY THE VA'S SAFETY OFFICER.

5. UPON AWARD OF CONTRACT, THE CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS, APPLY FOR AND OBTAIN NECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH THE WORK INDICATED WITHIN THE CONSTRUCTION PLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS. THE CONTRACTOR SHALL NOT COMMENCE CONSTRUCTION NOR CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS AND/OR FIRE HYDRANTS WITHOUT APPROPRIATE

PERMITS AND/OR PERMISSIONS.

6. TRAFFIC SIGNAGE (TEMPORARY AND PERMANENT) SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES(MUTCD) FOR ALL LOCAL RIGHTS OF WAY AND BE IN ACCORDANCE WITH TRAFFIC MANAGEMENT PLANS. THE TRAFFIC MANAGEMENT PLANS SHALL BE PART OF THE SITE SAFETY PLANS AND SHALL BE APPROVED BY THE VA'S

SAFETY OFFICER.

7. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK THAT BECOME DISTURBED BY THE CONTRACTORS OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO ITS ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.

8. VEGETATED AREAS DISTURBED DURING CONSTRUCTION SHALL RECEIVE A MINIMUM OF SIX (6) INCHES OF TOPSOIL.

THESE AREAS SHALL BE IMMEDIATELY SEEDED AND STABILIZED.

9. DAMAGE TO SURFACE FEATURES, SUBSURFACE FEATURES AND SUBSURFACE INFRASTRUCTURE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

10. THE CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF-SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER.

11. THE CONTRACTOR IS REQUIRED TO BACKFILL TRENCHES OR SECURE WITH METAL PLATES DAILY. NO OPEN TRENCHES

SHALL BE LEFT UNATTENDED OR OUTSIDE OF THE PROTECTED WORK AREA.

12. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY. THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK.

13. THE ENGINEER SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCE ON PROCEDURE, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH WORK, ALL OF WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. METHODS AND MATERIALS USED IN THE CONSTRUCTION OF IMPROVEMENTS FOR THIS PROJECT SHALL CONFORM TO THE CURRENT CONSTRUCTION STANDARDS AND SPECIFICATIONS OF THE NEW YORK DEPARTMENT OF TRANSPORTATION.

14. MATERIALS WHICH COULD BE A POTENTIAL SOURCE OF STORMWATER POLLUTION, SUCH AS GASOLINE, DIESEL FUEL, HYDRAULIC OIL, ETC., SHALL BE STORED AT THE END OF EACH DAY IN A STORAGE TRAILER OR COVERED LOCATION, OR TAKEN OFF-SITE AND PROPERLY DISPOSED. ALL TYPES OF WASTE GENERATED AT THIS SITE SHALL BE DISPOSED OF IN

A MANNER CONSISTENT WITH APPLICABLE REGULATIONS.

15. THE CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS, PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. ALL WATER, GAS, SEWER, ELECTRIC AND OTHER UTILITIES SHALL BE MAINTAINED AT ALL

TIMES DURING CONSTRUCTION.

16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING, WITH MATCHING MATERIALS, ANY PAVEMENT, WALKS, CURBS, ETC. THAT MUST BE CUT OR THAT ARE DAMAGED DURING CONSTRUCTION TO THE SATISFACTION OF THE COR.

17. AN APPROVED SET OF PLANS, SPECIFICATIONS AND ALL APPLICABLE PERMITS MUST BE AVAILABLE AT THE

CONSTRUCTION SITE.

18. THE CONTRACTOR AGREES THAT HE/SHE 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; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;

AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM "THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER." THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING A PROTECTIVE BARRIER AROUND THE SITE PRIOR TO AND MAINTAINED DURING

CONSTRUCTION.

19. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS ISSUED BY ACELA ARCHITECTS + ENGINEERS P.C. ANY DEVIATIONS FROM THESE DOCUMENTS SHALL REQUIRE NOTIFICATION TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF/OR CONSTRUCTION OF ANY CHANGE. WITHOUT NOTIFICATION TO THE ENGINEER, THE CONTRACTOR WILL BE WORKING AT HIS/HER OWN RISK. ANY WORK INSTALLED IN CONFLICT WITH THE CONTRACT DRAWINGS, CODE REQUIREMENTS OR MANUFACTURER REQUIREMENTS WITHOUT THE PRIOR APPROVAL OF

THE COR AND THE ENGINEER SHALL BE CORRECTED AT THE CONTRACTORS EXPENSE.

20. ALL CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH THE COR AT LEAST 72 HOURS PRIOR TO THE START OF

THE CONSTRUCTION ACTIVITY.

21. THE CONTRACTOR SHALL MAINTAIN UPDATED RECORD DOCUMENTS OF CONSTRUCTION CHANGES ("AS-BUILT DRAWINGS") AND SHALL PROVIDE SAID DOCUMENTATION TO THE ENGINEER UPON COMPLETION OF CONSTRUCTION IN BOTH DIGITAL AND HARD COPY FORMATS. AS BUILT DRAWINGS SHALL BE UPDATED AS CONSTRUCTION PROGRESSES.

RECORD DOCUMENTS SHALL ARTICULATE WHERE ACTUAL INSTALLATION OF WORK, PRODUCTS AND/OR SYSTEMS VARY FROM THE DESIGN INTENT EXPRESSED/SPECIFIED IN THE CONTRACTOR DOCUMENTS. **NO EXCEPTION ALLOWED**. THE UPDATED ON-SITE DRAWINGS SHALL BE MADE AVAILABLE TO THE COR AND/OR DESIGN ENGINEER UPON REASONABLE

REQUEST.

22. ANY SINKHOLE ENCOUNTERED HAS TO BE REPAIRED PER PLAN APPROVED BY THE COR FROM THE PROFESSIONAL

GEOTECHNICAL ENGINEER LICENSED IN NEW YORK RETAINED BY THE CONTRACTOR.

EROSION CONTROL NOTES

1. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE CONSTRUCTION & EROSION AND SEDIMENTATION

POLLUTION CONTROL PLAN (ENS) PREPARED FOR THE PROJECT.

2. PRIOR TO STARTING ANY WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY THE COR AND SHALL INSTALL EROSION

CONTROL MEASURES AS SHOWN ON THE APPROVED PLANS.

3. THE CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES DAILY, REMOVE SEDIMENT ON A WEEKLY BASIS AND WITHIN TWELVE HOURS AFTER EACH STORM EVENT, AND DISPOSE OF SEDIMENT. SEDIMENT SHALL

BE REMOVED FROM THE SITE OR PLACED ON THE SITE AS DIRECTED BY THE COR.

4. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT SEDIMENTATION SHALL NOT AFFECT REGULATORY PROTECTED AREAS, WHETHER SUCH SEDIMENTATION IS CAUSED BY WATER, WIND, OR

DIRECT DEPOSIT.

5. THE CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED FOR A MINIMUM TIME BEFORE THEY ARE COVERED, SEEDED, OR OTHERWISE STABILIZED TO PREVENT EROSION.

6. THE CONTRACTOR SHALL INSTALL PROTECTIVE MEASURES TO PREVENT DEBRIS AND/OR SEDIMENT FROM ENTERING DRAINAGE CATCH BASINS AND PIPES. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OR PERMANENT GROUND COVER, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND REMOVE ANY

DEBRIS AND/OR SEDIMENT FROM ALL DRAINAGE INFRASTRUCTURE.

7. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONTROL DUST AND TAKE ALL NECESSARY MEASURES TO ENSURE ALL ROADS ARE MAINTAINED IN A DUST FREE CONDITION AT ALL TIMES THROUGHOUT THE DURATION OF THE PROJECT.

REPETITIVE TREATMENTS SHOULD BE APPLIED AS NECESSARY.

8. PERMANENT VEGETATIVE COVER SHALL BE INSTALLED TO ALL DISTURBED AREAS THAT HAVE REACHED FINISHED GRADE AS SOON AS POSSIBLE, BUT NOT MORE THAN FOURTEEN (14) DAYS AFTER THE CONSTRUCTION ACTIVITY IN ANY GIVEN AREA HAS PERMANENTLY CEASED. THE RECOMMENDED PERMANENT SEEDING DATES ARE APRIL 1 TO JUNE 15

AND AUGUST 15 TO OCTOBER 1.

9. TEMPORARY VEGETATIVE COVER SHALL BE APPLIED TO ANY DISTURBED AREAS (INCLUDING SOIL STOCKPILE AREAS) THAT HAVE NOT YET REACHED FINISHED GRADE AS SOON AS POSSIBLE, BUT NOT MORE THAN FOURTEEN (14) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT AREA HAS TEMPORARILY CEASED, UNLESS THE ACTIVITY IS TO RESUME WITHIN TWENTY-ONE (21) DAYS. THE RECOMMENDED TEMPORARY SEEDING DATES ARE MARCH 1 TO JUNE 15 AND

AUGUST 15 TO OCTOBER 1.

10. AREAS WHICH HAVE BEEN TEMPORARILY OR PERMANENTLY SEEDED SHOULD BE MULCHED IMMEDIATELY FOLLOWING SEEDING IN ADDITION TO AREAS WHICH CANNOT BE SEEDED WITHIN THE RECOMMENDED SEEDING DATES AND ANY SOIL STOCKPILE AREAS. TEMPORARY MULCHING SHOULD BE PERFORMED AS SOON AS POSSIBLE, BUT NOT MORE THAN FOURTEEN (14) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT AREA HAS TEMPORARILY CEASED UNLESS THE ACTIVITY IS TO RESUME WITHIN TWENTY-ONE (21) DAYS. STRAW OR HAY MULCH, WOOD FIBER MULCH, AND HYDROMULCH ARE RECOMMENDED. THE MATERIALS USED IN MULCHING SHALL CONFORM TO THE REQUIREMENTS LISTED IN THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENTATION CONTROL.

11. ALL MULCHES MUST BE INSPECTED PERIODICALLY, IN PARTICULAR AFTER RAIN EVENTS, TO CHECK FOR EROSION.

WHERE EROSION IS OBSERVED, ADDITIONAL MULCH MUST BE APPLIED. IF NETTING IS USED, THE NET SHOULD BE INSPECTED AFTER RAIN EVENTS FOR DISLOCATION OR FAILURE. IF WASHOUTS OR BREAKAGE OCCUR, THE NET MUST BE REINSTALLED AS NECESSARY AFTER REPAIRING DAMAGE TO SLOPE. INSPECTIONS SHOULD TAKE PLACE UNTIL VEGETATIVE COVER IS FIRMLY ESTABLISHED. VEGETATION IS CONSIDERED TO BE FIRMLY ESTABLISHED AT A MINIMUM HEIGHT OF THREE (3) INCHES. ANY EXISTING OR PROPOSED CATCH BASINS THAT MAY BE SUBJECT TO SEDIMENTATION PROCESSES SHALL HAVE INLET PROTECTION INSTALLED TO PREVENT SEDIMENT FROM ENTERING THE PROPOSED STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION OF THE DISTURBED SITE. THE PROPER INLET PROTECTION DEVICES SHALL BE INSTALLED WHERE STORMWATER CATCH BASINS ARE TO BE MADE OPERATIONAL

BEFORE PERMANENT STABILIZATION OF ANY DISTURBED DRAINAGE AREA.

12. THE CONTRACTOR SHALL RESTORE DISTURBED AREAS AS CLOSELY AS POSSIBLE. AREAS DAMAGED DURING CONSTRUCTION SHALL BE RESODDED, RESEEDED, OR OTHERWISE RESTORED TO THEIR ORIGINAL STATE. TREES AND

OTHER EXISTING VEGETATION SHALL BE RETAINED WHEREVER FEASIBLE.

13. THE CONTRACTOR SHALL PREVENT DUST, SEDIMENT AND DEBRIS FROM EXITING THE SITE AND SHALL BE RESPONSIBLE

FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF NECESSARY.

14. ALL EXISTING AND PROPOSED CATCH BASINS SHALL RECEIVE INLET PROTECTION. AN APPROPRIATE INLET PROTECTION

OPTION SHALL BE SELECTED BASED ON LOCATION AND TRIBUTARY AREA.

15. PERIMETER CONTROL SHALL BE INSTALLED DOWNSLOPE OF ALL DISTURBANCE. AN APPROPRIATE OPTION FOR PERIMETER CONTROL SHALL BE SELECTED BASED ON LOCATION AND UPSLOPE DISTURBANCE. COMPOST FILTER SOCK

AND SILT FENCE ARE VIABLE OPTIONS FOR PERIMETER CONTROL.

16. ALL DISTURBED SLOPES OF 3:1 OR STEEPER SHALL RECEIVE EROSION CONTROL MATTING AND BE IMMEDIATELY

STABILIZED.

17. ALL EXISTING AND PROPOSED CATCH BASINS SHALL BE CLEANED OUT BY THE CONTRACTOR AT THE END OF

CONSTRUCTION.

18. A CONCRETE TRUCK WASHOUT SHALL BE PROVIDED AT A LOCATION AGREED UPON BY THE COR AND CONTRACTOR.

19. EROSION CONTROL FEATURES HAVE BEEN INCORPORATED IN TO THE PHASING PLANS.

ELECTRICAL NOTES

1. LOCATIONS OF UNDERGROUND ELECTRIC ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING LOCATIONS PRIOR TO ANY REMOVAL AND/OR RELOCATION. ANY DISRUPTION TO AN EXISTING ELECTRICAL CIRCUIT SHALL BE APPROVED BY THE COR PRIOR TO DISRUPTION. ANY DISCREPANCY ON THE PLAN REGARDING SUBSURFACE UTILITIES SHALL BE REPORTED TO THE COR. IT IS POSSIBLE THAT A SINGLE ELECTRIC LINE , AS SHOWN ON THE PLANS, COULD REPRESENT MULTIPLE LINES, ALSO, THESE LINES MAY BE ACTIVE OR ABANDONED.

THE CONTRACTOR SHALL VERIFY PRIOR TO REMOVAL AND/OR RELOCATION. CONTRACTOR IS RESPONSIBLE FOR

ADJUSTMENTS AS NECESSARY TO MATCH FIELD CONDITIONS.

2. CONTRACTOR SHALL REMOVE ALL ABANDONED LINES. PRIOR TO REMOVAL THE CONTRACTOR SHALL COORDINATE WITH

COR.

3. THE MINIMUM 90-DEGREE BEND RADIUS FOR CONDUIT IS 6 TIMES THE INTERNAL DIAMETER OF THE CONDUIT. CONDUITS ENTERING A VAULT MUST ENTER THE BODY OF THE VAULT. CONDUITS MUST NEVER ENTER THE TRAFFIC RING.CONDUITS MUST MAINTAIN A 12 INCH SEPARATION FROM OTHER CONDUITS (ELEC., GAS, ETC.)

4. INSTALL PULL CORDS IN ALL CONDUIT. WHEN PULLING CABLE IN CONDUIT INSTALL A PULL CORD WITH THE CABLE SO

ADDITIONAL CABLE CAN BE INSTALLED LATER IF NEEDED.

5. ALL PROPOSED CONDUITS SHALL BE 1” C PVC UNLESS OTHERWISE NOTED. ANY CONDUIT THAT IS EXPOSED OR ENCASED IN CONCRETE, AS WELL AS ALL JUMPERS FROM HANDHOLES TO LIGHT POLES, SHALL BE GALVANIZED STEEL.

FUSIBLE LINKS SHALL BE INSTALLED FROM HANDHOLES TO LIGHT POLES. #3 AWG WIRES SHALL BE PROTECTED BY #4

AWG FUSIBLE LINKS.

TRAFFIC MANAGEMENT NOTES

1. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF ONE MOVING LANE ALONG ROADWAYS

AT ALL TIMES, EXCEPT WHERE STATED ON THE PHASING PLAN, OR IF GIVEN PERMISSION

BY THE VAMC AND CONTRACTING OFFICERS REPRESENTATIVE.

2. THE CONTRACTOR SHALL PROVIDE ALL SIGNAGE, BARRICADES, CAUTION TAPE, CONES

AND BARRELS REQUIRED TO FACILITATE A SAFE LANE OR SIDEWALK CLOSURE.

3. PEDESTRIAN ACCESS SHALL BE MAINTAINED AND MANAGED DURING SIDEWALK AND

CROSSWALK CLOSURES.

4. ACCESS TO ALL ROADWAYS, DRIVEWAYS AND LOADING RAMPS SHALL BE MAINTAINED

DAILY AFTER CONSTRUCTION ACTIVITIES HAVE CONCLUDED.

5. THE CONTRACTOR SHALL COORDINATE ANY ROADWAY, PARKING LOT, DRIVEWAY AND/OR

SIDEWALK CLOSURES WITH THE VAMC PRIOR TO PERFORMING WORK.

6. ANY SIGNAGE TO BE REMOVED DUE TO CONSTRUCTION SHALL BE PLACED IN A

TEMPORARY CONDITION AT THE SAME LOCATION IF WARRANTED OR AT A RELOCATED

LOCATION. DO NOT REMOVE TEMPORARY SIGNAGE UNTIL A REPLACEMENT IS AVAILABLE

AND INSTALLED.

LAYOUT AND MATERIALS NOTES

1. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY EXISTING

PAVEMENT, WALKWAY AND BUILDING ELEVATIONS AT INTERFACE WITH PROPOSED

PAVEMENTS AND WALKWAYS, AS WELL AS EXISTING GROUND ELEVATIONS ADJACENT TO

MANHOLES AND DRAINAGE STRUCTURES TO ASSURE PROPER TRANSITIONS BETWEEN

EXISTING AND PROPOSED FACILITIES.

2. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND

ARE NOT NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE

DRAWINGS. THE CONTRACTOR SHALL REFER TO THE DETAIL SHEET DIMENSIONS,

MANUFACTURER'S LITERATURE, SHOP DRAWINGS AND FIELD MEASUREMENTS OF

SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT FEATURES.

3. THE CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS,

SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL

FIELD VERIFY LOCATION OF PROJECT FEATURES.

4. THE CONTRACTOR SHALL PROVIDE LINE ITEM COST FOR ADDITIONAL 25 C.Y. OF ROCK

EXCAVATION AND DISPOSAL.

5. THE CONTRACTOR SHALL PROVIDE UNIT PRICE FOR ROCK EXCAVATION AND DISPOSAL.

6. PROPRIETARY PRODUCTS OR ASSEMBLIES UTILIZED AS "BASIS OF DESIGN":

- ON OCCASION, THE DRAWINGS MAY REFER TO A SINGLE PROPRIETARY PRODUCT

OR ASSEMBLY. WHEN THIS OCCURS, THE PRODUCT OR ASSEMBLY ILLUSTRATED BY

THE DRAWINGS IS THE "BASIS OF DESIGN" PRODUCT OR ASSEMBLY.

- THE DIMENSIONS, MOUNTING HEIGHTS, CLEARANCES, AND ACCESS REQUIREMENTS

OF SPECIFIED PRODUCTS AND ASSEMBLIES OTHER THAN THE "BASIS OF DESIGN"

MAY VARY FROM THAT SHOWN BY THE DRAWINGS.

- THE CONTRACTOR MAY UTILIZE ANY OTHER SPECIFIED PRODUCT OR ASSEMBLY IN

LIEU OF THE "BASIS OF DESIGN" PRODUCT OR ASSEMBLY, AS APPROVED BY THE

COR. HOWEVER, THE CONTRACTOR IS RESPONSIBLE (AT NO ADDITIONAL EXPENSE

TO THE OWNER) FOR ALL COORDINATION AND REVISIONS TO DIMENSIONS AND/OR

DETAILS NECESSARY TO ACHIEVE THE SAME FUNCTIONAL AND AESTHETIC DESIGN

INTENT AS ILLUSTRATED BY THE "BASIS OF DESIGN" SHOWN BY THE CONTRACT

DOCUMENTS.

GENERAL PHASING NOTES

1. THE CONTRACTOR SHALL BE AWARE THAT THE CAMPUS IS A FUNCTIONING HOSPITAL AND

SHALL WORK WITH THE VA AND COR THROUGHOUT CONSTRUCTION TO ENSURE THAT THE

CAMPUS IS ABLE TO FUNCTION AS INTENDED. THE CONTRACTOR MUST NOTIFY THE COR

BEFORE CLOSURE OF ANY PARKING LOTS, ROADS, DRIVEWAYS AND SIDEWALKS. FULL

CLOSURES OF ROADWAYS AND PARKING LOTS WILL NOT BE PERMITTED, UNLESS

OTHERWISE APPROVED BY THE COR.

2. CONTRACTOR STAGING FOR ALL PHASES SHALL BE LOCATED WITHIN EACH PHASE, OR AS

DIRECTED BY THE COR. THE LOCATION IS SHOWN ON EROSION AND SEDIMENTATION

CONTROL PLANS, HOWEVER THE EXACT LOCATION AND EXTENT SHALL BE COORDINATED

WITH THE COR PRIOR TO CONSTRUCTION.

3. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL TRAFFIC CONTROL STRUCTURES

AND PERSONNEL REQUIRED FOR LANE OR SIDEWALK CLOSURES. LOCATION OF SUCH

TRAFFIC CONTROL DEVICES SHALL BE COORDINATED WITH THE COR BEFORE CLOSURE.

OVERNIGHT CLOSURES REQUIRE SIGNS WITH FLASHING LIGHTS.

4. SUB PHASES WITHIN EACH PHASE SHALL BE APPROVED BY THE COR PRIOR TO

CONSTRUCTION.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TYING THE ENDS OF EACH PHASE BACK

TO EXISTING CONDITIONS TO ENSURE A SAFE TRANSITION BETWEEN PHASES. BEFORE

COMPLETION OF EACH PHASE THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE

COR AND COMPLETE ANY REQUIRED TRANSITION WORK.

6. THE CONTRACTOR SHALL PROVIDE THE COR WITH A SITE SAFETY PLAN PRIOR TO

CONSTRUCTION.

7. CONSTRUCTION FENCING SHALL BE INSTALLED BEFORE THE START OF EACH PHASE.

PE# 099085

08/29/2024 RCG

Montrose VA Medical Center Montrose, NY

620-23-102 Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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: Dwg. of

JMS

Christopher W. Geary

CH

RI

ST

OPHER WILLIAM GEARY

099085

S

T A T E OF NEW Y O

RK

L IC

ENSED PROFESSIONAL ENGI

NE

ER

DT10

DT6

X X X X X X X X X X X X

X X X X X

X

X X

X

XX

BUS SHELTER

BLDG 5

DY/4"

CONC. SIDEWALK

RET. W

ALL

TRANSFORMER

LP #1

DY/4"

DY/4"

BLDG 6

BLDG.

ACCESS

TANK 10A DISIEL

CHAINLINK FENCE

PRE-TREATMENT

GRAVEL DIAPHRAGM

FILTRATION BIORETENTION

AREA (NYSDEC F-5)

PRE-TREATMENT

GRAVEL DIAPHRAGM

PE# 099085

08/29/2024 RCG

Montrose VA Medical Center Montrose, NY

620-23-102 Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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: Dwg. of

JMS

Christopher W. Geary

CH

RI

ST

OPHER WILLIAM GEARY

099085

S

T A T E OF NEW Y O

RK

L IC

ENSED PROFESSIONAL ENGI

NE

ER

SCALE: 1"=30'

60'30'0'

30"x24"

(MOUNTED ON TYPE III

BARRICADE)

30"x24"

(MOUNTED

ON TYPE III

BARRICADE)

W20-1 36"x36"

(MOUNTED

ON TYPE III

BARRICADE)

G20-2 18"x36"

(MOUNTED

ON TYPE III

BARRICADE)

R9-9 24"x12"

(MOUNTED ON TYPE III

BARRICADE)

R9-9 24"x12"

(MOUNTED ON TYPE III

BARRICADE)

R9-9 24"x12"

(MOUNTED ON TYPE III

BARRICADE)

R9-9 24"x12"

(MOUNTED ON TYPE III

BARRICADE)

R9-9 24"x12"

(MOUNTED ON TYPE III

BARRICADE)

CONSTRUCTION NOTES:

1. THE SCOPE OF WORK INCLUDES THE RECONSTRUCTION AND CONFIGURATION OF

PARKING LOT G . THIS PHASE INCLUDES FULL-DEPTH PAVEMENT, CONCRETE CURB,

CONCRETE SIDEWALKS, ADA RAMPS, PAVING MARKINGS, SITE LIGHTING, AND DRAINAGE

IMPROVEMENTS.

2. THE CONTRACTOR SHALL COORDINATE WITH THE COR FOR TRAFFIC PATTERNS WHEN

WORKING ON THE RECONSTRUCTION OF THE PARKING LOT.

3. THE CONTRACTOR SHALL PROVIDE TRAFFIC SIGNALS ALERTING DRIVERS SHALL BE

PROVIDED AS PER NYSDOT REQUIREMENTS.

4. MAINTENANCE AND PROTECTION OF TRAFFIC SHALL BE IN ACCORDANCE WITH THE

MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) - PART VI: "STANDARDS AND

GUIDES FOR TEMPORARY TRAFFIC CONTROL.".

5. TRAFFIC SAFETY SIGNS SHALL BE PLACED PRIOR TO THE START OF CONSTRUCTION.

6. SIDEWALKS SHOULD NOT BE CLOSED FOR PROLONGED TIMES. ALL WORK SHALL BE

COMPLETED BY PROVIDING TEMPORARY ALTERNATES OR IN OFF HOURS AND

WEEKENDS. THE CLOSURE OF SIDEWALKS SHALL BE COORDINATED AND APPROVED BY

THE COR 14 DAYS PRIOR TO PLANNED CLOSURE.

7. THE CONTRACTOR MUST PROVIDE SUB-PHASE COORDINATION DRAWINGS INDICATING

HOW TO MINIMIZE THE IMPACT AND DURATION OF CLOSURES. PLANS SHALL BE

COORDINATED AND APPROVED BY THE COR 14 DAYS PRIOR TO THE PLANNED CLOSURE.

W20-1 36"x36"

(MOUNTED

ON TYPE III

BARRICADE)

M4-8 24"x12"

(MOUNTED

ON TYPE III

BARRICADE)

36"x36"

(MOUNTED

ON TYPE III

BARRICADE)

30"x24"

(MOUNTED ON TYPE III

BARRICADE)

G20-2 18"x36"

(MOUNTED

ON TYPE III

BARRICADE)30"x24"

(MOUNTED

ON TYPE III

BARRICADE)

M4-8 24"x12"

(MOUNTED

ON TYPE III

BARRICADE)

36"x36"

(MOUNTED

ON TYPE III

BARRICADE)

30"x24"

(MOUNTED ON TYPE III

BARRICADE)

SITE SYMBOLS - TRAFFIC

TRAFFIC SIGNAGE

LIMIT OF CONSTRUCTION PHASE

CONSTRUCTION FENCING

EMPLOYEE AND PATIENT CIRCULATION

PARKING LOT I (FORMALLY KNOWN AS PARKING LOT "G") RECONSTRUCTION

SCALE 1"=30'

KEY MAP

1"=800'

VEHICULAR LANDING

CONCRETE (SEE DETAIL)

STEPS

U /E

U /E

U /E

U /E

U/E U/E U/E U/E

116 117

PROP. DOGHOUSE DMH/CS

TOP GRATE (OVERFLOW): 110.5

UNDERDRAIN INLET(S) INV: 107.0

6" P

ER

F.

P

VC

U .D

6" P

ER

F.

P

VC

U .D x

INV.107.5

x

INV.107.5

PRE-TREATMENT

GRAVEL DIAPHRAGM

FILTRATION BIORETENTION

AREA (NYSDEC F-5)

PRE-TREATMENT

GRAVEL DIAPHRAGM

x

INV.107

x

INV.107REPUTED LOCATION

OF EXISTING DRAIN

G R

AS

S

FI

LT

ER

S

TR

IP

G R

AS

S

FI

LT

ER

S

TR

IP

G R

AS

S

FI

LT

ER

S

TR

IP

0 11

1 11

DT10

DT6

X X X X X X X X X X X X X X X X X X X

X X X X X X X

X

X

X

X

X

X

X

XX

X

BUS SHELTER

SAWCUT

BLDG 5

W/4"

DY/4"

CONC. SIDEWALK

RET. W

ALL

TRANSFORMER

LP #1

DY/4"

DY/4"

BLDG 6

BLDG.

ACCESS

SMH

RIM: 112.29

CB-2

TG: 111.48

INV: 107.53

CB-1

TG: 112.46

INV: 109.81

EMH

RIM: 116.36

SMH

RIM: 110.32

TANK 10A DISIEL

CHAINLINK FENCE

SAWCUT

CMP STORM PIPE

APPROX. 6FT. IN

LENGTH

STORM PIPE

IP

IP

SCALE: 1"=20'

40'20'0'

PE# 099085

08/29/2024 RCG

Montrose VA Medical Center Montrose, NY

620-23-102 Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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: Dwg. of

JMS

Christopher W. Geary

CH

RI

ST

OPHER WILLIAM GEARY

099085

S

T A T E OF NEW Y O

RK

L IC

ENSED PROFESSIONAL ENGI

NE

ER

SITE SYMBOLS - GENERAL

BENCHMARK #1: SANITARY MANHOLE AT THE NORTHERN

SIDE OF BUILDING 5 & 6 , CLOSEST TO PARKING LOT G

DRIVEWAY ELEV.112.29

DRAWING BLOCK TITLE WITH GRAPHIC SCALE

(SHOWN HALF ACTUAL SIZE)

PLAN

DIMENSION

A

SITE SYMBOLS - CONCRETE/MASONRY

SITE SYMBOLS - UTILITIES

NOTE:

VERTICAL TEXT INDICATES PROPOSED FEATURES (PROP.)

SLANTED TEXT INDICATES EXISTING FEATURES (EX.)

STORM SEWER LINE

UTILITY, UTILITY POLE (UP)

UTILITY, WATER MANHOLE (WMH)W

UTILITY, ELECTRICAL MANHOLE (EMH)E

SIGN

WATER LINE

EDGE OF PAVEMENT

CURB LINE

MINOR CONTOUR

MAJOR CONTOUR

SITE SYMBOLS - EXISTING

TREES - DECIDUOUS (DECID.)

DRAINAGE CATCH BASIN (CB)

DETAIL NUMBER

DETAIL SHEET

SITE SYMBOLS - ABBREVIATIONS

ELECTRIC LINE

APPROX APPROXIMATELY

BLDG BUILDING

CIP CAST IRON PIPE

CO CLEANOUT

CONC CONCRETE

CPP CORRUGATED HIGH DENSITY POLYETHYLENE PIPE

DIP DUCTILE IRON PIPE

DS DOWN SPOUT

EB ELECTRIC BOX

ELEC ELECTRIC

EOP EDGE OF PAVEMENT

GOVT GOVERNMENT

GV GAS VALVE

HDPE HIGH DENSITY POLY ETHYLENE

INV STORMWATER PIPE END

JB JUNCTION BOX

LF LINEAR FEET

MH MANHOLE

PLCC PLAIN CEMENT CONCRETE

PVC POLYVINYL CHLORIDE

RCP REINFORCED-CONCRETE PIPE

RCCP REINFORCED CONCRETE CYLINDER PIPE

RCEP REINFORCED CONCRETE ELLIPTICAL PIPE

RET RETAINING

SAN CO SANITARY CLEANOUT

SF SQUARE FEET

SLCPP SMOOTH-LINED CORRUGATED POLYETHYLENE PIPE

TC TERRA COTTA STORM PIPE

TELE TELEPHONE

TEMP TEMPORARY

TRANS. TRANSFORMER

TYP TYPICAL

U.D. UNDERDRAIN

VCP VITRIFIED CLAY PIPE

W/4" 4" WIDE WHITE PAINT LINE

Y/4" 4" WIDE YELLOW PAINT LINE

DRAINAGE MANHOLE (DMH)D

GAS VALVE (GV)

HYDRANT, FIRE (FH)

UTILITY, SANITARY MANHOLE - (SSWR-MH)S

WATER VALVE (WV)

COMMUNICATION LINE

GAS LINE

SANITARY SEWER LINE

STEAM LINE

TELEPHONE LINE

UNKNOWN LINE

CENTERLINE

CHAINLINK FENCE

NRCS SOIL LINE

VEGETATION

BOLLARD LIGHTS

LIGHT POST (LP)

BOLLARD

TREE - CONIFEROUS (CONF.)

CONCRETE

APPROXIMATE PROPERTY LINE

UTILITY, COMMUNICATION MANHOLE (CMH)C

UTILITY, TELEPHONE MANHOLE (TMH)T

UTILITY, STEAM MANHOLE (STM-MH)ST

CHILLED WATER LINE RETURN

CHILLED WATER LINE SUPPLY

FLAG POLE

FA FIRE ALARM LINE

U/T

WTR

SAN

GAS

U/E

ROCK CONSTRUCTION ENTRANCE RCE

EROSION AND SEDIMENT CONTROL MEASURES LEGEND

SILT FENCE

STAGING, SANITARY FACILITIES &

LAYDOWN AREA

SA

EXISTING FEATURES TO BE REMOVED IN RED

TOPSOIL STOCKPILE TS

1. THE CONTRACTOR SHALL LOCATE AND VERIFY IN THE FIELD ALL UTILITIES - GAS, WATER, ELECTRICAL BEFORE THE

START OF CONSTRUCTION. CONTRACTOR SHALL CALL CODE 753 (FORMERLY CODE 53).

2. EROSION CONTROL MEASURES, INCLUDING SILT FENCE, SHALL BE REQUIRED AS DIRECTED BY THE VILLAGE.

3. ALL PROPERTY DISTURBED IN THE R.O.W. OR ON PRIVATE LANDS, SHALL BE RESTORED TO NEW CONDITIONS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL APPLICATIONS AND PERMITS REQUIRED FOR CONSTRUCTION.

5. UNDERGROUND GAS AND ELECTRIC SHALL BE AS REQUIRED BY THE TOWN AND CON EDISON.

6. ALL DRAINAGE STRUCTURES WITHIN PAVED AREAS MUST BE ABLE TO WITHSTAND H-20 LOADING.

7. STUMPS FROM THE CLEARING OPERATION SHALL BE REMOVED FROM SITE AND DISPOSED OF IN A LEGAL MANNER.

8. DISTURBED AREAS SHALL BE PROTECTED AT ALL TIMES TO CONTROL SEDIMENT TRANSPORT BEYOND THE LIMIT OF

WORK.

9. DISTURBED AREAS SHALL BE TREATED WITH WATER DURING EXCAVATION, OR APPROVED ALTERNATIVE, TO CONTROL

THE DUST.

10. EXISTING DRAINAGE PATTERNS ARE NOT AFFECTED BY THE PROPOSED WORK.

11. THE PROPOSED STOMWATER DISCHARGE POINT IS NEXT TO AN EXISTING INLET. NO CHANGES HAS BEEN MADE TO THE

DISCHARGE POINT.

12. THIS SITE IS LOCATED IN "ZONE X AREA OF MINIMAL FLOOD HAZARD", AS IDENTIFIED ON FEMA MAP E MAP PANEL # 36119C0106F

CONSTRUCTION NOTES:

SA

TS

RCE

KEY MAP

1"=800'

PROJECT

LOCATION

SOIL CHART

TYPE DESCRIPTION HYDROLOGIC GROUP

UC

UDORTHENTS, WET

SUBSTRATUM, 0% TO 5%

SLOPES

NONE

UIC

URBAN LAND,

CHARLTON-CHATFIELD,

COMPLEX, ROLLING VERY

ROCKY, 2% TO 15% SLOPES

B

LIMIT OF DISTURBANCE

UIC

UC

1. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE START OF CONSTRUCTION AND MAINTAINED IN

EFFECTIVE CONDITION THROUGHOUT THE CONSTRUCTION PERIOD.

2. ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND PROCEDURES SHALL APPLY WITH STANDARDS AND

SPECIFICATIONS OF THE VILLAGE OF MONTROSE.

3. PRIOR TO ANY EXCAVATION, SILT FENCE SHALL BE INSTALLED AT THE APPROPRIATE LOCATIONS NOTED ON EROSION CONTROL PLAN. SILT FENCING SHALL BE INSTALLED AS DIRECTED BY THE OWNER'S REPRESENTATIVE IN THE FIELD AND INSTALLED AS PER THE INSTRUCTIONS OF THE MANUFACTURER. ADDITIONAL SILT FEN MAY BE PLACED BY THE OWNER'S REPRESENTATIVE IN THE FIELD. SILT FENCING SHALL BE MAINTAINED IN OPERABLE CONDITION AND SHALL

NOT BE REMOVED UNTIL DISTURBED AREAS ARE THOROUGHLY STABILIZED.

4. ALL FINISHED SLOPES AND ALL ROUGH CUT SLOPES TO REMAIN OPEN FOR EXTENDED PERIODS IMMEDIATELY TOPSOIL, SEED WITH MIXTURE OF PERENNIAL RYE GRASS ANNUAL RYE GRASS AND WINTER RYE AND MULCH WITH 6" OF HAY.

5. ALL SLOPES CONSTRUCTED WITH FILL MATERIAL AND ALL SLOPES WITH GRADE 3:1 OR STEEPER SHALL BE TOPSOILED, SEEDED, MULCH AND STABILIZED WITH STAKED JUTE NETTING, UNLESS OTHERWISE NOTED.

6. ALL AREAS OF DISTURBED SOIL SHALL BE STABILIZED. IN ADDITION TO ALL SPECIFIED AND LOCATED EROSION CONTROL DEVICES, THE CONTRACTOR SHALL TAKE ALL STEPS PRUDENT AND NECESSARY TO STABILIZE THE SITE AT ALL TIMES.

7. DO NOT STOCKPILE MATERIALS ON STEEP SLOPES, IN DRAINAGE SWALES OR IN WETLANDS AREAS. SURROUND ALL

STOCKPILE AREAS WITH SILT GREEN AND SEED THEM WITH ANNUAL RYE GRASS.

8. ALL CATCH BASINS ARE TO BE PROTECTED WITH HAYBALE FILTERS THROUGHOUT THE CONSTRUCTION PERIOD AND

UNTIL ALL DISTURBED AREAS ARE THOROUGHLY STABILIZED.

9. HAYBALES SHALL BE USED AT THE TOPS AND TOES OF SLOPES, AS NECESSARY, TO COLLECT SILT AND DIVERT FLOWS.

AS NECESSARY, TO COLLECT SILT AND DIVERT FLOWS. SILT SCREENS WILL BE USED IN AREAS OF UNCONCENTRATED FLOWS TO COLLECT SILT. HAYBALES AND SILT SCREEN ON PLANS MAY BE AUGMENT IN THE FIELD AS NECESSARY.

10. UTILITY LINE EXCAVATED MATERIAL SHALL BE TEMPORARILY STOCKPILED ON HIGH SIDE OF EXCAVATION SO RUNOFF IS DIRECTED AWAY FROM TRENCH, AFTER BACK-FILLING, ARE IS TO BE TOPSOILED, SEEDED, AND MULCH.

11. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.

12. SEDIMENT DEPOSIT SHALL BE REMOVED WHEN THEY REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER.

SEDIMENT SHALL BE DISPOSED OF IN A MANNER THAT DOES NOT RESULT IN ADDITIONAL EROSION OR POLLUTION.

13. INSTALL GRAVEL BED AT CONSTRUCTION ENTRANCE TO SERVE AS ANTI-TRACKING PAD. GRAVEL BED TO BE 2" DIAMETER CRUSHED STONE 6" DEEP, OVER GEOTEXTILE SUPPORT FABRIC. ANTI-TRACKING PADS TO MEASURE 30' (MIN)

LENGTH BY THE ROAD WIDTH.

EROSION CONTROL NOTES:

SCALE: 1" = 2,000'

SOURCE: USGS MONTROSE, NY QUAD MAP

LIMIT OF DISTURBANCE: 0.88 ACRES

TOPSOIL SHALL BE PLACED ACROSS

DISTURBED AREA AT A MINIMUM

THICKNESS OF 4 INCHES

SEE PLAN SHEET CN 1 FOR ADDITIONAL

NOTES AND DETAILS

IPINLET FILTER

1. PROVIDE SILT SACKS IN THE FIRST DOWN GRADIENT CATCH BASINS WITHIN THE SITE.

2. OBTAIN ALL PLAN APPROVALS AND OTHER APPLICABLE PERMITS.

3. FLAG THE WORK LIMITS AND MARK TREES AND BUFFER AREAS FOR PROTECTION.

4. HOLD A PRE-CONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO THE START OF CONSTRUCTION.

5. INSTALL SILT FENCE BARRIERS AT LOCATIONS INDICATED ON THE CONSTRUCTION DRAWINGS AND CONSTRUCT

STABILIZED CONSTRUCTION ENTRANCE.

6. INSTALL SILT SACKS IN EXISTING CATCH BASIN STRUCTURES AND MAINTAIN.

7. CLEAR AND GRUB ALL AREAS ASSOCIATED WITH THE CONSTRUCTION AREA.

8. PROVIDE CRUSHED STONE IN PROPOSED ROAD BED TO REDUCE SILT LEAVING THE SITE.

9. CONSTRUCT THE STORMWATER SYSTEM AS SOON AS PRACTICABLE AFTER THE PROPOSED LOCATIONS HAVE BEEN

CLEARED.

10. DIRECT RUNOFF TO TEMPORARY SEDIMENT SETTLING AREAS. NO STORMWATER SHALL BE ALLOWED TO DISCHARGE TO

THE DRAINAGE SYSTEM UNTIL ALL TRIBUTARY AREAS ARE FULLY STABILIZED.

11. ROUGH GRADE THE AREA. EXCAVATE CRUSHED STONE AND SUBSOIL FROM CUT AND FILL AREAS AND STOCKPILE.

CONSIDERATION SHOULD BE GIVEN TO LOCATING STOCKPILES ON THE UPHILL SIDE OF DISTURBED AREAS, WHERE

POSSIBLE, TO ACT AS TEMPORARY DIVERSIONS.

12. AFTER THE SITE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES AND INSTALL PERMANENT VEGETATION ON DISTURBED AREAS. ADEQUATE GROWTH FOR STABILIZATION IS DEFINED AS VEGETATION COVERING 75% OR MORE OF

THE GROUND SURFACE.

13. ESTIMATED TIME BEFORE FINAL STABILIZATION IS 6-10 MONTHS FOR THE CONSTRUCTION OF THE PARKING LOT.

CONSTRUCTION SEQUENCE:

THIS OPERATION AND MAINTENANCE PLAN SHALL BE PERFORMED BY THE GENERAL CONTRACTOR DURING CONSTRUCTION OPERATIONS AND BY THE OWNER ONCE THE FACILITIES ARE COMPLETED AND PUT INTO OPERATION:

PERSONNEL ASSOCIATED WITH THE CONSTRUCTION OF THIS PROJECT SHALL BE INFORMED THAT THE MAINTENANCE OF SILTATION CONTROLS TAKES PRECEDENCE OVER NORMAL CONSTRUCTION ACTIVITIES. ADJACENT PROPERTIES AND

STREETS SHALL BE PROTECTED FROM EROSION OR SILTATION CONDITIONS.

INSPECTION AND MAINTENANCE, AS OUTLINED HEREIN, SHALL BE PERFORMED FOUR TIMES WITHIN THE FIRST YEAR OF OPERATION. THENCE, INSPECTIONS AND MAINTENANCE SHALL BE CONDUCTED ON A SEMIANNUAL BASIS(2 TIMES A YR.) AND

AFTER ALL LARGE STORMS. AN INSPECTION REPORT SHALL BE MAINTAINED.

ACCUMULATED DEBRIS IN CATCH BASINS, WATER QUALITY INLETS, OIL/WATER SEPARATORS AND LEACHING BASINS SHALL BE REMOVED BEFORE IT EXCEEDS 2 FEET IN DEPTH AND DISPOSED OF PROPERLY. BROKEN OR DAMAGED GAS TRAPS/

HOODS SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO ENSURE ADEQUATE FUNCTION.

A VISUAL INSPECTION SHALL BE MADE AT ALL ACCESS MANHOLES, CATCH BASINS, WATER QUALITY INLETS, OIL/WATER SEPARATORS, LEACHING BASINS, PIPES AND DRAINAGE CHANNELS FOR THE ENTIRE STORM DRAINAGE SYSTEM. THE GENERAL CONDITION OF THESE STRUCTURES SHOULD BE REVIEWED AND ACCUMULATED DEBRIS SHALL BE REMOVED. THE CONDITION OF ALL OUTLETS SHALL BE NOTED AND A DESCRIPTION OF THE DRAINAGE STRUCTURES SHALL BE INCLUDED IN THE REPORT. DELETERIOUS MATERIALS SHALL BE REMOVED FROM THESE STRUCTURES AND THE DRAINAGE CHANNELS IN

ORDER FOR THE SYSTEM TO FUNCTION PROPERLY.

ALL OUTLETS, DRAINING CHANNELS, AND SLOPES SHALL BE KEPT STABILIZED. ANY EROSION SHALL BE REPAIRED

IMMEDIATELY.

ACCUMULATED SEDIMENT SHALL BE REMOVED FROM THE SWM BASIN BEFORE IT EXCEEDS 1' IN DEPTH, OR AT LEAST ONCE EVERY 5 YEARS. THE LOW FLOW OUTLET SHALL BE CLEANED AND INSPECTED FOR PROPER FUNCTIONING. ALL DEBRIS OR DELETERIOUS MATERIAL SHALL BE REMOVED FROM OUTLET STRUCTURE AND OUT FALL PLUNGE POOL. BASIN SLOPES SHALL BE MAINTAINED WITH A GRASS STAND OF AT LEAST 3". GRASS SHALL BE MOVED AT LEAST TWICE A YEAR AND CLIPPINGS SHALL NOT BE LEFT IN BASIN. ANY TREES OR OTHER WOODY VEGETATION GROWING IN EMBANKMENTS OR NEAR

CONTROL STRUCTURE SHALL BE REMOVED.

THE FOLLOWING MINIMUM INFORMATION SHALL BE RECORDED:

* DATE OF INSPECTION

* GENERAL CONDITION OF THE ENTIRE SYSTEM

* CORRECTIVE MAINTENANCE ACTIONS TAKEN TO ENSURE ADEQUATE FUNCTION AND WHEN PERFORMED.

* A COPY OF THESE INSPECTION REPORTS SHALL BE FURNISHED TO THE APPROPRIATE AGENCY UPON REQUEST.

OPERATION/MAINTENANCE PLAN:

LP1

FH

DT10

DT6

WV

X X X X X X X X X X X X X X X X X X X

X X X X X X X

X

X

X

X

X

X

X

XX

X

BUS SHELTER

W/4"

BIT. PAVE

DY/4"

CONC. SIDEWALK

RET. W

ALL

LP #1

DY/4"

DY/4"

PARKING LOT G

CHAINLINK FENCE

CORE 1

(TOTAL DEPTH=9.75")

N.T.S.

2.25" WEARING 1.75" WEARING

CORE 2

(TOTAL DEPTH=9.00")

N.T.S.

CORE 3

(TOTAL DEPTH=8.25")

N.T.S.

CORE 4

(TOTAL DEPTH=7.75")

N.T.S.

3.75" WEARING

6.00"+ STONE

3.00" WEARING

6.00"+ STONE 6.00"+ STONE 6.00"+ STONE 30" SOIL

PERCOLATION TEST

(TOTAL DEPTH=30")

N.T.S.

ROCKS

PE# 099085

08/29/2024 RCG

Montrose VA Medical Center Montrose, NY

620-23-102 Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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: Dwg. of

JMS

Christopher W. Geary

CH

RI

ST

OPHER WILLIAM GEARY

099085

S

T A T E OF NEW Y O

RK

L IC

ENSED PROFESSIONAL ENGI

NE

ER

SITE SYMBOLS - GENERAL

BENCHMARK #1: SANITARY MANHOLE AT THE NORTHERN

SIDE OF BUILDING 5 & 6 , CLOSEST TO PARKING LOT G

DRIVEWAY ELEV.112.29

DRAWING BLOCK TITLE WITH GRAPHIC SCALE

(SHOWN HALF ACTUAL SIZE)

PLAN

DIMENSION

A

SITE SYMBOLS - CONCRETE/MASONRY

SITE SYMBOLS - UTILITIES

NOTE:

VERTICAL TEXT INDICATES PROPOSED FEATURES (PROP.)

SLANTED TEXT INDICATES EXISTING FEATURES (EX.)

STORM SEWER LINE

UTILITY, UTILITY POLE (UP)

UTILITY, WATER MANHOLE (WMH)W

UTILITY, ELECTRICAL MANHOLE (EMH)E

SIGN

WATER LINE

EDGE OF PAVEMENT

CURB LINE

MINOR CONTOUR

MAJOR CONTOUR

SITE SYMBOLS - EXISTING

TREES - DECIDUOUS (DECID.)

DRAINAGE CATCH BASIN (CB)

DETAIL NUMBER

DETAIL SHEET

SITE SYMBOLS - ABBREVIATIONS

ELECTRIC LINE

APPROX APPROXIMATELY

BLDG BUILDING

CIP CAST IRON PIPE

CO CLEANOUT

CONC CONCRETE

CPP CORRUGATED HIGH DENSITY POLYETHYLENE PIPE

DIP DUCTILE IRON PIPE

DS DOWN SPOUT

EB ELECTRIC BOX

ELEC ELECTRIC

EOP EDGE OF PAVEMENT

GOVT GOVERNMENT

GV GAS VALVE

HDPE HIGH DENSITY POLY ETHYLENE

INV STORMWATER PIPE END

JB JUNCTION BOX

LF LINEAR FEET

MH MANHOLE

PLCC PLAIN CEMENT CONCRETE

PVC POLYVINYL CHLORIDE

RCP REINFORCED-CONCRETE PIPE

RCCP REINFORCED CONCRETE CYLINDER PIPE

RCEP REINFORCED CONCRETE ELLIPTICAL PIPE

RET RETAINING

SAN CO SANITARY CLEANOUT

SF SQUARE FEET

SLCPP SMOOTH-LINED CORRUGATED POLYETHYLENE PIPE

TC TERRA COTTA STORM PIPE

TELE TELEPHONE

TEMP TEMPORARY

TRANS. TRANSFORMER

TYP TYPICAL

U.D. UNDERDRAIN

VCP VITRIFIED CLAY PIPE

W/4" 4" WIDE WHITE PAINT LINE

Y/4" 4" WIDE YELLOW PAINT LINE

DRAINAGE MANHOLE (DMH)D

GAS VALVE (GV)

HYDRANT, FIRE (FH)

UTILITY, SANITARY MANHOLE - (SSWR-MH)S

W…