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GRAPHIC SCALE

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GENERAL NOTES

1)

2)

3)

4)

5)

6)

7)

CONTRACTOR SHALL NOT PROCEED WITH ANY CONSTRUCTION WORK PRIOR TO FINAL APPROVAL OF ALL PLANS AND SECURING OF ALL PERMITS.

CONTRACT LIMIT LINE COINCIDES WITH PROPER1Y LINE IN ALL LOCATIONS EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE.

CONTRACTOR SHALL PROVIDE CONSTRUCTION/PROTECTIVE FENCING OR OTHER MEANS NECESSARY TO PROTECT WORK AND TO ENSURE THE SAFETY OF PEDESTRIAN AND VEHICULAR TRAmc DURING CONSTRUCTION.

CONTRACTOR TO COMPLY WITH ALL O.S.H.A. AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS DURING CONSTRUCTION. (PROPER SHORING, ETC.)

THE CONTRACTOR SHAU. PROTECT AND SUSTAIN IN NORMAL SERVICE All. EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS.

ELECTRIC ANO GAS INSTALLATION AND CONNECTIONS TO BE IN ACCORDANCE WITH UTILl1Y COMPANY REGULATIONS AND REQUIREMENTS,

THE CONTRACTOR SHALL FILL IN, AND THEN RE-EXCAVATE AS NECESSARY TO RESUME WORK, ANY EXCAVATIONS OR TRENCHES AT LOCATIONS AND AS OffiN AS MAY BE REQUIRED TO ENSURE PROTECTION OF THE WORK, ANY ADJACENT EXISTING FACILITIES, OR THE PUBLIC,

B) THE CONTRACTOR SHALL CLEAN UP THE JOB SITE ON A DAILY BASIS BEFORE LEAVING THE JOB. ALL RUBBISH MUST BE CLEANED UP AND CONSTRUCTION EQUIPMENT MUST BE PROPERLY TAKEN CARE OF AND STORED AT THE END OF THE DAY,

9) CONTRACTOR TO PROVIDE CLEARING AND GRUBBING NECESSARY TO COMPLETE THE PROJECT,

10) ALL EXISTING TOPOGRAPHIC FEATURES WHICH INCLUDE BUT ARE NOT LIMITED TO; WALKS, WALLS, CURBS, STEPS, TREES, SHRUBS AND UTILITIES ADJACENT TO WORK ARE TO BE MAINTAINED IN THEIR CURRENT CONDITION UNLESS OTHERWISE NOTED ON THE DRAWINGS. THE CONTRACTOR SHALL VERIFY THE CONOITION AND LOCATION OF THESE ITEMS IN THE FIELD PRIOR TO STARTING WORK. ANY ITEMS FOUND TO CONFLICT WITH THE WORK REQUIRED AS PART OF THIS CONTRACT SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER. THE CONTRACTOR SHALL FIELD VERIFY EXISTING TOPOGRAPHY PRIOR TO COMMENCEMENT OF EARTHWORK OPERATIONS. ANY ELEVATION DISCREPANCIES WHICH WILL AFFECT THE WORK REQUIRED AS PART OF THE CONTRACT DOCUMENTS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER. COMMENCEMENT OF WORK WITHOUT THIS WRITTEN NOTIFICATION SHALL CONSTITUTE CONTRACTOR ACCEPTANCE OF THE EXISTING TOPOGRAPHY INDICATED ON THE DRAWINGS AS ACCURATE. NO ADJUSTMENT TO 1HE CONTRACT WILL BE MADE FOR DISCREPANCIES BROUGHT TO THE ENGINEER'S ATTENTION AFTER WORK HAS BEGUN.

11) CONTRACTOR SHALL RESTORE ALL LAWNS, DRIVEWAYS, WALKS, WALL, CURBS, FENCES, ETC. DISTURBED BY CONSTRUCTION. LAWN SHALL BE FINE GRAOED, SEEDED, FERTIUZEO ANO MULCHED PER ACCEPTABLE LANDSCAPE PRACTICES.

12) CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION STAKEOUT. WHERE APPLICABLE STAKEOUT SHALL BE COMPLETED BY A LICENSED LAND SURVEYOR.

13) MINIMUM OF 1a• VERTICAL SEPARATION IS REQUIRED BETWEEN WATER MAIN AND SANITARY MAIN CROSSING AS PER STATE HEALTH DEPARTMENT REQUIREMENTS. PARALLEL LINES MUST BE SEPARATE, MINIMUM 10' HORIZONTAU.Y 0.0, TO O.D.

14) CONSTRUCTION OBSERVATION BY KEYSTONE ASSOCIATES, LLC IS NOT SUPERVISORY. ACCORDINGLY, KEYSTONE ASSOCIATES, LLC CAN NEITHER GUARANTEE THE PERFORMANCE OF THE CONSTRUCTION CONTRACTS BY CONTRACTORS NOR ASSUME RESPONSIBILITY FOR CONTRACTORS FAILURE TO FURNISH AND PERFORM WORK IN ACCORDANCE WITH 1HE CONTRACT DOCUMENTS.

15) INSTAU. SOIL EROSION AND SEDIMENT CONTROL FACILITIES PRIOR TO START OF EARTHWORK OPERATIONS PER LOCAL GOVERNING SOIL AND WATER CONSERVATION AGENCY RECOMMENDATIONS AND STANDARDS, SOIL EROSION AND SEDIMENT CONTROL FACILITIES ARE ALSO REFERENCED IN THE STORMWATER MANAGEMENT POLLUTION PREVENTION PLAN (SWPPP), IF APPLICABLE, AND SHOULD BE INSTALLED AS NOTED. CONTRACTOR MAY REQUEST COPY OF SWPPP OURING 810 PROCESS,

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16) UNDERGROUND UTILITY LOCATIONS ARE NOT GUARANTEED, NOR IS THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES WHETHER FUNCTIONAL OR ABANDONED WITHIN THE PROJECT AREA ARE SHOWN ON THIS DRAWING. THE CONTRACTOR SHAU. DETERMINE THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES BEFORE STARTING WORK & SHAU. BE RESPONSIBLE FOR ALL DAMAGE RESULTING FROM HIS WORK. CONTRACTORS SHALL NOTIFY DIG SAFELY NY (FORMERLY UFPO) 1-800-962-7962 IN ACCORDANCE WITH 16 NYCRR PART 753.

17) CONTRACTOR MUST VERIFY THE ACCEPTABIIJlY OF All. CONSTRUCTION MATERIALS wrTH THE TOWN ENGINEER PRIOR TO ORDERING.

18) ALL SITE WORK SHALL BE SMOOTHLY AND EVENLY BLENDED INTO EXISTING CONDITIONS.

( IN FEET) 1 inch ~ 100 1\.

19) INSTALLATION ANO MATERIAL SPECIFICATIONS FOR STORM SEWER, SANITARY SEWER AND WATER SERVICE CONNECTIONS SHALL CONFORM TO THE TOWN STANDARD DETAILS AND REQUIREMENTS. INSTALLATION PROCEDURES AND MATERIALS MUST BE VERIFIED WITH THE TOWN PRIOR TO CONSTRUCTION.

20) RESTORATION OF PAVEMENT IS THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL RESTORE PAVEMENT AS DETAILED ALL PAVEMENT AND RIGHT-OF-WAY RESTORATION WORK TO BE DONE TO THE SATI SFACTION OF THE TOWN AND COUN1Y ENGINEER.

21) ALL BOUNDARY AND/OR TOPOGRAPHIC INFORMATION OBTAINED FROM SURVEY PREPARED BY KEYSTONE ASSOCIATES, ll.C TITLED "BOUNDARY & TOPOGRAPHIC SURVEY, PROTION OF LANDS, W&d LEASING, LLC, CONKLIN ROAD, TOWN OF CONKLIN, BROOME COUNTY, NEW YORK STATE" DATED FEBRUARY 12, 2008, IT IS THE BASE INFORMATION USED TO PREPARE THE WORK INDICATED ON THE DRAWINGS, BY INCLUSION OF THIS SURVEY INFORMATION IN THIS SIT OF DOCUMENTS, KEYSTONE ASSOCIATES, LLC DOES NOT ASSUME RESPONSIBILITY FOR INTERPRETATIONS OR CONCLUSIONS DRAWN THEREFROM BY THE CONTRACTOR,

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