Amendment 0004_C-001.pdf

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US Army Corps of Engineers

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UTILITY NOTES

1. EXISTING UTILITIES SHOWN ON THE PROJECT DRAWINGS ARE LOCATED

APPROXIMATELY AND MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO

CONSTRUCTION. UTILITY LOCATIONS ARE BASED ON DRAWINGS PROVIDED BY THE

GOVERNMENT. THE CONTRACTOR MUST FIELD VERIFY ALL UTILITIES PRIOR TO

CONSTRUCTION.

2. EXISTING UTILITIES TO REMAIN IN OPERATION MUST BE PROTECTED FROM DAMAGE

BY THE CONTRACTOR. CONTRACTOR-CAUSED DAMAGE TO EXISTING UTILITIES MUST

BE REPAIRED BY CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.

3. THE CONTRACTOR MUST ARRANGE FOR TEMPORARY UTILITY CONNECTIONS THAT

MAY BE REQUIRED DURING CONSTRUCTION. INCLUDING BUT NOT LIMITED TO:

POTABLE WATER, POWER, AND COMMUNICATIONS.

4. CONTRACTOR MUST CALL DIG SAFE AT 811 AND PROVIDE LOCAL UTILITIES NOT

COVERED BY DIG SAFE, NOT LESS THAN 14 DAYS PRIOR TO ANY EXCAVATION FOR

VERIFICATION OF UNDERGROUND UTILITY LOCATIONS. SINCE DIG SAFE MAY NOT

IDENTIFY SOME UTILITIES ON GOVERNMENT PROPERTY, THE CONTRACTOR MUST

ENGAGE SERVICES OF WATERVLIET ARSENAL DPW AND PRIVATE UTILITY LOCATING

COMPANIES FOR ADDITIONAL ASSISTANCE WITH BELOW GRADE LOCATING

UNDERGROUND UTILITIES.

5. WHERE CONTRACTOR ENCOUNTERS EXISTING ABANDONED PIPES AND CONDUIT

WITHIN THE LIMIT OF EXCAVATION FOR THE WORK OF THE PROJECT, THE

CONTRACTOR MUST IMMEDIATELY CONTACT THE CONTRACTING OFFICER.

6. CONTRACTOR MUST PROVIDE HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES

ENCOUNTERED OR ABANDONED ON RED-LINE MARKUP DRAWINGS AT THE

COMPLETION OF WORK.

1. WVA IS CONSIDERED A “LOW” LIKELIHOOD FOR ENCOUNTERING MUNITIONS AND EXPLOSIVES OF CONCERN (MEC). A SITE WITH A LOW LIKELIHOOD OF ENCOUNTERING MEC REQUIRES THAT MEC CONSTRUCTION SUPPORT BE MADE AVAILABLE BY EOD OR UXO QUALIFIED PERSONNEL. THE SUPPORT CAN BE ON-SITE OR ON-CALL DURING INTRUSIVE OPERATIONS. CONTRACTOR TO PROVIDE 3R AWARENESS TRAINING FOR ALL SITE WORKERS TO INFORM THEM OF

POTENTIAL HAZARDS ASSOCIATED WITH MEC. (WWW.3RS.MIL)

2. THE CONTRACTOR MUST BE RESPONSIBLE FOR MAINTAINING TRAFFIC FLOW DURING CONSTRUCTION, MAINTAINING EXISTING TRAFFIC CONTROL SIGNAGE AND INFORMATIONAL SIGNS DURING PROGRESS OF THE WORK WHERE POSSIBLE. PROVIDE ADDITIONAL SIGNAGE AS NECESSARY TO DIRECT VEHICLES AND PEDESTRIANS AROUND CONSTRUCTION SITE. ANY SHUTDOWN TO ROADWAYS OR GILLESPIE GATE TRAFFIC MUST BE COORDINATED NO LESS THAN 28 DAYS PRIOR TO THE COMMENCEMENT OF EACH SPECIFIC WORK ACTIVITY. THE CONTRACTOR MAY BE DIRECTED, AT THE CONTRACTING OFFICER'S DISCRETION, TO COORDINATE WORK THAT IMPACTS ROADWAYS TO BE

DONE DURING OFF HOURS.

3. CONSTRUCTION MATERIALS MUST BE TRANSPORTED TO AND FROM THE SITE IN COVERED VEHICLES.

4. THE CONTRACTOR MUST BE RESPONSIBLE FOR MAINTAINING THEIR SECURITY AT ALL TIMES DURING

CONSTRUCTION.

5. THE CONTRACTOR MUST PROTECT EXISTING PROPERTY LINE MONUMENTATION. ANY MONUMENTATION DISTURBED OR DESTROYED, AS JUDGED BY THE ENGINEER OR OWNER, MUST BE REPLACED AT THE CONTRACTOR'S EXPENSE

UNDER THE SUPERVISION OF A NEW YORK STATE LICENSED SURVEYOR.

6. EXCAVATED MATERIAL WILL BE REUSED ONSITE AS ALLOWED BY SPECIFICATIONS, SEE SECTION 31 00 00.

UNSUITABLE AND/OR UNWANTED SURPLUS MATERIAL, AS DETERMINED BY THE CONTRACTING OFFICER, MUST BECOME THE PROPERTY OF THE CONTRACTOR AND MUST BE DISPOSED OF OFF OWNER'S PROPERTY. UNLESS NOTED OTHERWISE, SURPLUS NATIVE TOPSOIL AND EXCAVATED SUBSOILS THAT REMAIN AT THE END OF CONSTRUCTION AND/OR ARE NO LONGER REQUIRED TO COMPLETE THE WORK, TO INCLUDE SOILS AND FILLS BROUGHT ON-SITE, SHALL BECOME THE PROPERTY OF THE CONTRACTOR, AND MUST BE COMPLETELY REMOVED AND DISPOSED OF OFF-SITE IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS AT THE CONTRACTOR'S EXPENSE. TESTING REQUIRED TO BE PERFORMED ON SOILS AND FILLS TO BE DISPOSED OF OFF-SITE, WHETHER REQUIRED BY FEDERAL, STATE, AND LOCAL RULES AND REGULATIONS, OR BY THE REQUIREMENTS OF THE RECEIVER OF THE SOILS AND FILLS, IS THE CONTRACTOR'S RESPONSIBILITY.

7. SOIL TESTING MUST BE PERFORMED IN EXCAVATED AREAS BY A QUALIFIED ENVIRONMENTAL PROFESSIONAL AT A MINIMUM OF ONE SAMPLE PER 500 TONS, IN ACCORDANCE WITH EPA MAXIMUM CONTAMINANT LEVELS. THE SOIL MUST BE PLACED ON AND COVERED WITH SIX (6) MILPOLYETHYLENE/PLASTIC SHEETING DURING THE ENTIRE DURATION OF ITS STAGING AND SECURED WITH APPROPRIATE CONTROLS TO LIMIT THE LOSS OF COVER AND PROTECT AGAINST STORM-WATER AND/OR WIND EROSION (I.E. HAY BALES, SILT FENCING, ROCKS, ETC.). SOIL

CONTAINMENT AND TESTING AREAS ARE LIMITED TO THE PROJECT CONSTRUCTION LIMITS.

8. IF HAZARDOUS SOILS ARE ENCOUNTERED, COVER CONTAINERS WITH SIX (6) MIL PLASTIC SHEETING, EXCEPT WHEN PLACING MATERIAL WITHIN THE CONTAINER. WHILE UNCOVERED, PROVIDE A DEDICATED QUALIFIED HANDLER TO

PHYSICALLY ATTEND TO THE CONTAINER AT ALL TIMES.

9. SITE SOILS, WHICH ARE TO BE DISPOSED OF OFF-SITE (AND NOT REUSED ON-SITE), MUST BE DONE SO AT A

LICENSED FACILITY IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL LAWS.

10. BEST SOIL MANAGEMENT PRACTICES MUST BE EMPLOYED AT ALL TIMES AND REGULATED SOILS SHOULD BE SEGREGATED INTO SEPARATE PILES (OR CELLS OR CONTAINERS) AS APPROPRIATE BASED UPON THE RESULTS OF

ANALYTICAL TESTING WHEN MULTIPLE REUSE OPTIONS ARE PLANNED.

11. ALL NON-DISPOSABLE EQUIPMENT USED DURING THE SOIL DISTURBANCE ACTIVITIES WILL BE PROPERLY DECONTAMINATED AS APPROPRIATE PRIOR TO REMOVAL FROM THE SITE. ALL DISPOSABLE EQUIPMENT USED DURING THE SOIL DISTURBANCE ACTIVITIES WILL BE PROPERLY CONTAINERIZED AND DISPOSED OF FOLLOWING COMPLETION OF THE WORK. ALL VEHICLES UTILIZED DURING THE WORK SHALL BE PROPERLY DECONTAMINATED AS

APPROPRIATE PRIOR TO LEAVING THE SITE.

12. GROUNDWATER MUST BE TESTED FOR LEVELS OF CONTAMINANTS CONSISTENT WITH EPA OR NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION (NYS DEC) MAXIMUM CONTAMINATION LEVELS (MCL'S).

CONTAMINATED GROUNDWATER MUST BE STORED IN FRAC TANKS. IF CONTAMINATED LEVELS ARE ABOVE LIMITATIONS IDENTIFIED BY THE EPA OR NYS DEC MCL'S, THE CONTRACTOR MUST COORDINATE WITH THE LOCAL WASTEWATER TREATMENT FACILITY AND/OR LICENSED WASTE FACILITY TO DISPOSE OF CONTAMINATED

GROUNDWATER.

1. THE CONTRACTOR MUST BE RESPONSIBLE FOR PROVIDING FIELD LAYOUT. THE

CONTRACTOR MUST TAKE TIES TO UTILITY CONNECTIONS AND PROVIDE MARKED-UP

RECORD DRAWINGS FOR PROPOSED UTILITIES SHOWING TIES TO CONNECTIONS,

BENDS, VALVES, LENGTHS OF LINES AND INVERTS.

2. THE CONTRACTING OFFICER MUST BE NOTIFIED IN WRITING OF ANY CONDITIONS THAT

VARY FROM THOSE SHOWN ON THE PLANS. THE CONTRACTOR'S WORK MUST NOT

VARY FROM THE DRAWINGS WITHOUT THE EXPRESSED APPROVAL FROM THE

ENGINEER AND CONTRACTING OFFICER.

3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE PLAN SHEETS AND

SPECIFICATIONS, AND COORDINATE WORK WITH OTHER CONTRACTS FOR THE SITE,

INCLUDING UTILITY CONNECTIONS AND INSPECTIONS DURING CONSTRUCTION.

4. TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND SHORING MUST BE DONE IN

ACCORDANCE WITH THE LATEST OSHA REGULATIONS OR EM385-1-1 WHICHEVER IS

MORE STRINGENT FOR CONSTRUCTION.

5. THE CONTRACTOR MUST BE RESPONSIBLE FOR THE MAINTENANCE OF SURFACE

DRAINAGE DURING THE COURSE OF WORK.

6. EXISTING DRAINAGE UTILITY INFORMATION PROVIDED BY GOVERNMENT.

7. THE CONTRACTOR MUST MAINTAIN THE ROADWAYS (PARKER ROAD AND HAGNER

ROAD) THROUGHOUT CONSTRUCTION SO THAT VEHICULAR TRAFFIC AND EMERGENCY

VEHICLES MAY PASS.

CONSTRUCTION NOTES

GENERAL NOTES

VENT

WATER VALVE

FIRE HYDRANT

SIGN

FENCE LINE

TREE LINE

GUIDERAIL

LEGEND

FH

EDGE OF GRAVEL

CROWN OF ROAD

STORM DRAINAGE PIPESD

SURVEY TRAVERSE POINT

GUY WIRE

TREE

BOLLARD

ELECTRIC MARKOUT LINE

GAS MARKOUT LINEG

WATER MARKOUT LINEW W

UNKNOWN MARKOUT LINEU U

SEWER MANHOLE

ELECTRIC MANHOLE

METAL LIGHT POLE

UNKNOWN MANHOLE

DRAINAGE CATCH BASIN (ROUND INLET)

DRAINAGE MANHOLE

FLAG POLE

COMMUNICATION MARKOUT LINE

COMMUNICATIONS MANHOLE

BRIDGE COLUMN

MONITORING WELL

SOIL BORING

GAS VALVE

BRUSH LINE

EDGE OF PAVEMENT

STORM DRAINAGESD

BOLLARD

ELECTRIC DUCTBANK

FUEL LINE

ELECTRIC/COMMUNICATIONS HANDHOLE

FUEL LINE MANHOLE

DRAINAGE CATCH BASIN

EXISTING PROPOSED

GRAVEL

EDGE OF GRAVEL

LIGHT POLE

COMMUNICATIONS DUCTBANK

WATER MAINW W

OIL

PAVEMENT

CONCRETE

BUILDING

SURFACE EXCAVATION

UTILITY OR FEATURE LINE

DEMOLITION

UNKNOWN ITEM LOCATED IN SURVEY

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ABBREVIATIONS

APPROX APPROXIMATE

B.M. BENCH MARK

BIT BITUMINOUS

CB CATCH BASIN

CLF CHAIN LINK FENCE

CONC CONCRETE

COND CONDUIT

DMH DRAIN MANHOLE

ELECT ELECTRIC

EMH ELECTRICL MANHOLE

EQUIP EQUIPMENT

EX / EXIST EXISTING

FMH FIBER MANHOLE

GPR GROUND PENETRATING RADAR

HORIZ HORIZONTAL

INV INVERT

MIN MINIMUM

PIV POST INDICATOR VALVE

PVC POLYVINYL CHLORIDE PIPE

RCP REINFORCED CONCRETE PIPE

RND ROUND

TEMP TEMPORARY

TYP TYPICAL

UGC UNDERGROUND COMMUNICATIONS

UGE UNDERGROUND ELECTRIC

VERT VERTICAL

W/ WITH

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