NCOA_Civil_Dwgs_Amend_7.pdf

US Army Corps of Engineers ®

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C-002

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GENERAL CIVIL NOTES

1. THE CONTRACTOR SHALL COMPLY WITH ALL CITY, COUNTY, STATE AND

FEDERAL REGULATIONS APPLICABLE TO CONSTRUCTION OF THIS SITE.

2. ALL LABOR, MATERIALS, AND METHODS OF CONSTRUCTION SHALL BE IN

STRICT ACCORDANCE WITH THE MINIMUM ENGINEERING AND

CONSTRUCTION STANDARDS ADOPTED BY THE U.S. ARMY CORPS OF

ENGINEERS (USACE). WHERE CONFLICTS OR OMISSIONS EXIST, THE

USACE STANDARDS SHALL DICTATE. SUBSTITUTIONS AND DEVIATION

FROM PLANS AND SPECIFICATIONS SHALL BE PERMITTED ONLY WHEN

WRITTEN APPROVAL HAS BEEN ISSUED BY THE CONTRACTING OFFICER'S

REPRESENTATIVE (COR).

3. ALL DIMENSIONS ARE TAKEN FROM/TO FENCE LINES, CENTERLINE OF

UTILITY, CENTER OF MANHOLE OR CATCH BASIN, CENTERLINE OF ROAD,

FACE OF BUILDING, FACE OF CURB, FACE OF WALL, OR CENTERLINE OF

STRIPING UNLESS OTHERWISE NOTED.

3. EXISTING CONDITIONS SHOWN ARE BASED UPON A TOPOGRAPHIC AND

IMPROVEMENT SURVEY PROVIDED BY AUBERTINE AND CURRIER, PLLC,

DATED 10/26/2015 AND GIS DATA PROVIDED BY FORT DRUM . ALL EXISTING

UTILITY INFORMATION SHOULD BE CONSIDERED APPROXIMATE AND MUST

BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION OR

ORDERING MATERIALS. THE HORIZONTAL DATUM FOR THE SURVEY IS

BASED ON NYS CENTRAL ZONE NORTH AMERICAN DATUM OF 1983/1996

(NAD83(1996) ). THE VERTICAL DATUM FOR THE SURVEY IS BASED ON THE

NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

4. ALL REQUIRED EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

PROVIDED, INSTALLED, AND MAINTAINED AS SHOWN ON THE APPLICABLE

EROSION, SEDIMENTATION AND POLLUTION CONTROL PLANS CONTAINED

WITHIN THESE CONSTRUCTION DOCUMENTS.

5. CONTRACTOR TO MOVE ALL CONSTRUCTION DEBRIS OFF THE FORT DRUM

PROPERTY AND DISPOSE DEBRIS AT A LEGAL, PERMITTED LANDFILL

CONSISTENT WITH ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS.

6. NO BURNING IS ALLOWED ON FORT DRUM PROPERTY.

7. ALL BURIED PIPES AND UTILITIES SHALL HAVE A MINIMUM DEPTH AS

SPECIFIED BY THE FORT DRUM UTILITY TRENCH DETAIL AS SHOWN IN

DETAIL A2 ON SHEET C-520.

8. CONTRACTOR TO ENSURE ALL EXISTING TOPS OF MANHOLES AND VALVE

BOXES ARE RAISED OR LOWERED TO BE FLUSH WITH FINISHED GRADES,

UNLESS SHOWN OTHERWISE.

9. ALL NEW PAVEMENT AND SIDEWALKS SHALL BE CONSTRUCTED FLUSH

WITH EXISTING, WITH NO PONDING OF STORMWATER, UNLESS OTHERWISE

NOTED.

10. CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO ENSURE POSITIVE

DRAINAGE AWAY FROM ALL BUILDINGS AND TO DRAINAGE STRUCTURES

OR DITCHES. NATURAL FLOW OF SURROUNDING WATERS SHALL NOT BE

DISTURBED DURING CONSTRUCTION UNLESS OTHERWISE SHOWN.

11. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, COORDINATES,

AND DIMENSIONAL INFORMATION PRIOR TO CONSTRUCTION. THE

CONTRACTOR SHALL BRING ALL DISCREPANCIES TO THE ATTENTION OF

THE OWNER'S PROJECT MANAGER PRIOR TO STARTING CONSTRUCTION.

12. ALL TRAFFIC SIGNS AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE

WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD),

LATEST EDITION.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING

INSTALLATION OF ALL NEW UTILITIES WITH THOSE THAT ARE EXISTING. IF

EXISTING UTILITIES ARE IN CONFLICT WITH NEW UTILITIES, THE SITE

CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER'S

REPRESENTATIVE (COR) BEFORE PROCEEDING WITH CONSTRUCTION.

14. ALL TOPSOIL AND EXCAVATED MATERIAL SHALL BE STOCKPILED IN AN

APPROVED AREA DURING CONSTRUCTION. EXCESS OR UNUSABLE

TOPSOIL SHALL BE DISPOSED OF OFF-SITE IN A MANNER THAT IS LEGAL

AND CONSISTENT WITH ALL LOCAL, STATE AND FEDERAL REQUIREMENTS.

15. THE LOCATION OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN

ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION

AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR.

THE ENGINEER ASSUMES NO RESPONSIBILITY FOR INACCURACY. PRIOR

TO THE START OF ANY CONSTRUCTION ACTIVITY , THE CONTRACTOR

SHALL POTHOLE AND CONFIRM THE ELEVATION OF ALL EXISTING UTILITIES

WHERE NEW UTILITIES CROSS, VERIFY THAT MINIMUM COVER (AS

REQUIRED BY FORT DRUM PUBLIC WORKS) IS MAINTAINED, AND SUBMIT

REVISED PROFILES OF NEW UTILITIES FOR APPROVAL, AS REQUIRED, AND

PRIOR TO PURCHASING MATERIALS.

16. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING

UNDERGROUND UTILITIES, WHETHER SHOWN ON THE PLAN OR LOCATED

BY THE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE

DISCONNECTION OF EXISTING UTILITIES WITH THE APPROPRIATE UTILITY

PROVIDER.

17. UTILITIES INDICATED SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE

APPLICABLE PROVISIONS OF THE SPECIFICATIONS.

18. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT

ALL REQUIRED PERMITS ARE OBTAINED AND IN HAND BEFORE BEGINNING

ANY CONSTRUCTION. NO CONSTRUCTION OR FABRICATION OF ANY ITEM

SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND

ANY OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY

OTHER REGULATORY AUTHORITIES. ANY PENALTIES, STOP WORK

ORDERS OR ADDITIONAL WORK RESULTING FROM THECONTRACTOR

BEING IN VIOLATION OF THE REQUIREMENTS ABOVE, SHALL BE FULLY

BORNE BY THE CONTRACTOR.

19. ALL CONTRACTORS/SUBCONTRACTORS THAT WILL BE ENGAGED IN LAND

DISTURBING ACTIVITIES SHALL COMPLY WITH ALL EROSION,

SEDIMENTATION AND POLLUTION CONTROL AND STORMWATER

POLLUTION PREVENTION REQUIREMENTS CONTAINED THROUGHOUT THE

DRAWINGS, SPECIFICATIONS, AND PERMITS.

20. AREAS DISTURBED BY THE CONTRACTOR, WHICH ARE NOT PART OF THIS

PROJECT, SHALL BE RETURNED TO ORIGINAL OR BETTER CONDITION

PRIOR TO THE COMPLETION OF THE PROJECT AS DETERMINED BY THE

OWNER.

21. THE CONTRACTOR'S MEANS, METHODS, SEQUENCE, TECHNIQUES OR

PROCEDURES IN PERFORMING THE WORK IS SOLELY THE RESPONSIBILITY

OF THE CONTRACTOR, WHO IS ALSO RESPONSIBLE FOR COMPLYING WITH

ALL HEALTH AND SAFETY PRECAUTIONS AS REQUIRED BY THE

APPLICABLE REGULATORY AGENCY.

22. THE DESIGN ADEQUACY AND SAFETY OF ALL BRACING, SHORING AND

TEMPORARY SUPPORTS, ETC. ARE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR.

23. PROTECT ALL EXISTING FEATURES AND EXISTING LANDSCAPING THAT

WILL REMAIN. ANY ITEM DAMAGED DURING THE PERFORMANCE OF THE

WORK WILL BE RESTORED TO ORIGINAL CONDITION, OR REPLACED WITH

NEW AT THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL TAKE

PRECAUTIONS TO AVOID OVERLOADING PAVEMENTS WHICH WILL REMAIN.

24. CONTRACTOR SHALL INSPECT ALL SEDIMENT AND EROSION CONTROL

MEASURES DAILY AND DURING PROLONGED PERIODS OF CONTINUOUS

RAINFALL EVENTS TO ENSURE THAT ALL CONTROLS ARE FUNCTIONING

PROPERLY. DAMAGED CONTROLS SHALL BE REPLACED BY THE END OF

THE WORKDAY.

25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A

MARKED-UP SET OF DESIGN DRAWINGS SHOWING "AS-BUILT" CONDITIONS.

THESE "RECORD DRAWINGS" SHALL BE MADE AVAILABLE TO THE OWNER

UPON REQUEST. THE MARK-UPS SHALL BE AT THE SITE AT ALL TIMES AND

SHALL BE UTILIZED TO DEVELOP FINAL RECORD DRAWINGS.

26. EACH SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION PLANS

AND SHALL BE READ WITH THE FULL SET TO BEST ENSURE PROPER

INTERPRETATION.

27. SHEET KEYNOTES ON THE PLANS ARE SPECIFIC TO THAT SHEET ONLY.

MISSING SEQUENTIAL NUMBERS DO NOT APPLY TO THAT SHEET.

GENERAL CIVIL DEMOLITION NOTES

1. "DEMOLISH" SHALL MEAN TO REMOVE AN OBJECT IN ITS ENTIRETY.

RESTORE GRADES AND SURFACE IMPROVEMENTS TO MATCH EXISTING

CONDITIONS OR PER REQUIREMENTS OF NEW WORK, WHICHEVER IS

APPLICABLE.

2. EROSION AND SEDIMENTATION CONTROL MEASURES AND TEMPORARY

CONSTRUCTION FENCING SHALL BE IN PLACE PRIOR TO COMMENCEMENT

OR CONCURRENT WITH DEMOLITION.

3. CONTRACTOR SHALL ESTABLISH SURVEY CONTROL NETWORK OUTSIDE

LIMITS OF DEMOLITION PRIOR TO COMMENCEMENT OF WORK. THIS WORK

MUST BE PERFORMED BY A NEW YORK STATE LICENSED LAND SURVEYOR.

4. ALL DEMOLITION WORK SHALL BE COORDINATED WITH CONTRACTOR'S

SCHEDULE, LOGISTICS PLAN (APPROVED BY OWNER), EROSION,

SEDIMENTATION AND POLLUTION CONTROL PLAN PRIOR TO WORK.

5. ALL INTERNAL FENCING, TRASH, AND LITTER TO BE FULLY DEMOLISHED

AND REMOVED FROM SITE (TO A LEGAL LANDFILL). PERIMETER FENCING

TO REMAIN UNLESS NOTED OTHERWISE.

6. ALL CONSTRUCTION AND DEMOLITION DEBRIS (C&D), WITH THE

EXCEPTION OF CLEAN, UNCONTAMINATED CONCRETE (NOT TO EXCEED 1

CUBIC YARD IN SIZE), ASPHALT, BRICK, MASONRY, STONE, AGGREGATE,

SOIL, BRUSH, AND STUMPAGE WILL BE DISPOSED OF OFF-POST IAW

FEDERAL, STATE, AND LOCAL LAW AND REGULATION. DISPOSAL OF CLEAN

SPOILS ON POST WILL BE DONE AT AN APPROVED, PRE-DETERMINED SITE

COORDINATED THROUGH THE FORT DRUM PUBLIC WORKS, MASTER

PLANNING BRANCH.

7. ALL SOLID WASTES GENERATED AND DISPOSED OF IN CONJUNCTION WITH

THIS PROJECT (INCLUDING ALL C&D DEBRIS) WILL BE TRACKED AND

RECORDED BY WEIGHT. WEIGHTS FOR SOLID WASTES DISPOSED OF OFF

POST AT A PERMITTED FACILITY WILL BE TALLIED USING WEIGHT TICKETS.

CLEAN SPOILS DISPOSED OF ON POST AS PART OF REHABILITATION OR

MITIGATION PROGRAMS, WILL BE CONSIDERED RECYCLE/REUSE

MATERIALS. WEIGHTS FOR THESE SPOILS WILL BE TALLIED BY BEST

ESTIMATE (IN TONS OR POUNDS). TOTALS FOR SOLID WASTE DISPOSAL

AND RECYCLE WILL BE FORWARDED TO THE PW-ENVIRONMENTAL

DIVISION, ATTN: ANTHONY.P.REALI.CIV@MAIL.MIL .

8. AT THE END OF EACH FISCAL QUARTER OR UPON PROJECT COMPLETION,

WHICH EVER OCCURS FIRST. ELECTRONIC REPORTING IS REQUIRED.

9. WORK SITES ARE TO BE POLICED DAILY TO ENSURE C&D DEBRIS AND

LITTER ARE PROPERLY CONTAINED. DUMPSTERS AND ROLL-OFFS WILL BE

COVERED AT THE END OF EACH WORKDAY TO PREVENT BLOW-AWAY

LITTER AND DEBRIS.

10. ALL FEDERAL, STATE, AND LOCAL RECYCLING RULES AND INITIATIVES

WILL BE STRICTLY OBSERVED.

11. EVERY RECYCLING EFFORT WILL BE EXHAUSED BEFORE SENDING

MATERIAL SUCH AS (C&D, REFUSE, ETC.) TO THE LANDFILL .

GENERAL CIVIL SITE NOTES

1. CONTRACTOR SHALL FURNISH AND MAINTAIN ANY AND ALL NECESSARY

BARRICADES AROUND THE WORK AND PROVIDE PROTECTION AGAINST

WATER DAMAGE AND SOIL EROSION.

2. ALL BUILDING DIMENSIONS SHALL BE VERIFIED AND COORDINATED WITH

THE ARCHITECTURAL AND STRUCTURAL PLANS.

3. PAVEMENT MARKING, INCLUDING STANDARD HANDICAP SYMBOLS,

PARKING STRIPING AND TRAFFIC ARROWS, SHALL BE PAINTED ON

PAVEMENT AT LOCATIONS SHOWN.

4. ALL SIGNAGE SHALL CONFORM TO THE MOST RECENT NYDOT AND MUTCD

STANDARDS AND SPECIFICATIONS.

GRADING AND DRAINAGE NOTES

1. GRADING SHALL BE AS INDICATED, AND SHALL PRODUCE A FINISHED

SURFACE WITH NO PONDING OF WATER, READY TO RECEIVE PAVEMENT,

PLANTING MATERIALS OR GRASSING.

2. POSITIVE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES TO PREVENT

SATURATION OF EXPOSED SOILS IN CASE OF SUDDEN RAINS, AND FOR

ALL FINISHED GRADING. CONTRACTOR SHALL LOCATE ALL EXISTING

UTILITIES PRIOR TO ANY EXCAVATION.

3. CONTRACTOR SHALL INSTALL ALL PERIMETER EROSION AND SEDIMENT

CONTROL MEASURES PRIOR TO ANY SITE CLEARING OR EXCAVATION.

4. ALL BACKFILL AND FILL MATERIAL SHALL BE FREE OF ORGANIC MATTER

AND WASTE.

5. THE CONTRACTOR SHALL REMOVE ALL EROSION CONTROL FENCING

FROM THE SITE PRIOR TO FINAL PROJECT ACCEPTANCE, AND SHALL

SMOOTH THE GROUND SURFACE WHERE THE FENCE WAS REMOVED THEN

MULCH OR SEED & STRAW (SEASON APPROPRIATE GRASS) THE

RESTORED SURFACE AS SUNLIGHT CONDITIONS WARRANT.

6. CONTRACTOR SHALL MARK/PROTECT ALL BENCHMARKS DURING

CONSTRUCTION.

7. IF BENCHMARK MUST BE DEMOLISHED FOR CONSTRUCTION,

CONTRACTOR SHALL RELOCATE BENCHMARK AND PROVIDE NEW DATA ON

AS-BUlLTS.

8. ALL CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER (SEE PLANS).

9. ALL SPOT ELEVATIONS SHOWN ARE FINISH GRADE.

SANITARY SEWER NOTES

1. ALL WORK SHALL BE IN ACCORDANCE WITH FORT DRUM UTILITY

STANDARDS AND THE FORT DRUM GEOGRAPHICAL REQUIREMENTS FOR

NCO ACADEMY COMPLEX (PN 55578).

2. ALL SANITARY SEWER PIPE SUPPLIED FOR THIS PROJECT SHALL BE SDR

35 PVC. SEE SPECIFICATIONS.

3. THE INTERIOR OF THE PIPE SHALL BE CLEANED OF ALL DIRT, JOINTING

MATERIAL, AND SUPERFLUOUS MATERIAL OF EVERY DESCRIPTION AS

CONSTRUCTION PROGRESSES. UPON COMPLETION OF THE SEWER

SYSTEM, THE CONTRACTOR SHALL FLUSH ALL MANHOLES AND LINES.

FLUSHED WATER SHALL BE SCREENED TO PREVENT FOREIGN DEBRIS

FROM ENTERING THE DOWNSTREAM PUMPING EQUIPMENT.

4. NO SEWAGE SHALL BE DISCHARGED TO STREAMS, DITCHED, OR ON THE

GROUND FOR ANY REASON. IT IS THE CONTRACTOR'S RESPONSIBILITY TO

PROVIDE ALL PUMPS, HOSES, LABOR, AND EQUIPMENT NECESSARY TO

BYPASS MANHOLES OR SECTIONS OF LINE THAT ARE OPEN FOR ANY

REASON.

5. GRAVITY SEWER SHALL BE LAID WITH AN UNIFORM SLOPE BETWEEN

MANHOLES SO THAT THEY FORM A SEWER WITH A SMOOTH AND UNIFORM

INVERT, VISIBLE AS A FULL CIRCLE FROM MANHOLE TO MANHOLE.

WATER DISTRIBUTION NOTES

1. ALL WORK SHALL BE IN ACCORDANCE WITH FORT DRUM UTILITY

STANDARDS AND THE FORT DRUM GEOGRAPHICAL REQUIREMENTS FOR

NCO ACADEMY COMPLEX (PN 55578).

2. UNLESS OTHERWISE SPECIFIED, ALL WATER PIPING SHALL BE SDR 11

HDPE. SEE SPECIFICATIONS.

3. WATERLINES SHALL BE ADEQUATELY PLUGGED ANYTIME THE TRENCH IS

LEFT UNATTENDED TO PREVENT FOREIGN MATERIALS AND RODENTS

FROM ENTERING THE PIPE.

4. PIPE SIZES SPECIFIED SHALL BE INSIDE DIAMETER.

5. NEW HYDRANTS INSTALLED SHALL BE TAGGED TO IDENTIFY IF THE PLUG

IS LEFT IN.

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C-101

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GENERAL SHEET NOTES

1. REFER TO SHEETS C-001 & C-002 FOR GENERAL CIVIL NOTES,

LEGENDS, AND ABBREVIATIONS.

2. THIS SHEET IS PART OF A MULTI-SHEET SET OF

CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL

SET TO BEST ENSURE PROPER INTERPRETATION.

3. EROSION AND SEDIMENT CONTROL MEASURES MUST BE IN

PLACE PRIOR TO ANY DEMOLITION OR EARTH DISTURBANCE.

4. UTILITIES THAT ARE STATED TO BE PROTECTED SHALL BE

PROTECTED DURING ALL PHASES OF CONSTRUCTION.

SHEET KEYNOTES

1. ASPHALT PAVING SHALL BE CLEANLY SAWCUT AND

DEMOLISHED AT LIMITS OF DISTURBANCE, TYPICAL

2. DEMOLISH GRAVEL TRAIL

3. DEMOLISH GRAVEL SURFACE

4. LIFT STATION DEMOLISHED BY FORT DRUM IN FEBRUARY 2016.

5. GAS STORAGE DEMOLISHED BY FORT DRUM IN FEBRUARY

2016.

6. PROTECT GAS LINE TO REMAIN

7. POLE #126262 TO BE REPLACED. OVERHEAD ELECTRICAL

LINES TO BE BE EXTENDED AND/OR MODIFIED AS NECESSARY

TO ACCOMMODATE POLE REPLACEMENT. SEE ELECTRICAL

SITE PLAN.

8. DEMOLISH POWER POLES, LINES, AND ASSOCIATED GUY

POLES AND WIRES

9. DEMOLISH POST

10. BOLLARDS DEMOLISHED BY FORT DRUM IN FEBRUARY 2016

11. REMOVE, STORE, AND REPLACE SECTION OF FENCE FOR

INSTALLATION OF NEW 8" SANITARY SEWER

12. DEMOLISH UNDERBRUSH AND TREES WITHIN LIMITS OF

DISTURBANCE

13. PROTECT SANITARY SEWER AND SEWER MANHOLE TO REMAIN

14. PROTECT FIRE HYDRANT ASSEMBLY TO REMAIN. MAINTAIN

FREE ACCESS AT ALL TIMES DURING CONSTRUCTION. ADJUST

TO FINISHED GRADE AFTER CONSTRUCTION IF REQUIRED. SEE

DETAIL B4/C-521.

15. PRESERVE AND PROTECT GRAVEL TRAIL TO REMAIN.

16. CONTROL POINT SHALL BE RESTORED AND RECORDED UPON

COMPLETION OF DEMOLITION WORK

17. PROTECT WATER VALVE TO REMAIN. ADJUST TO FINISHED

GRADE.

18. PROTECT POWER POLE TO REMAIN

19. RELOCATE TRACER WIRE BOX. SEE SHEET C-122 FOR NEW

LOCATION.

20. DEMOLISH ABANDONED CLEANOUT

21. PROTECT 6" HDPE FORCE MAIN TO REMAIN. POTHOLE AND

CONFIRM THE FORCE MAIN ELEVATION PRIOR TO

CONSTRUCTION TO VERIFY THAT MINIMUM DEPTH IS

MAINTAINED FROM FINISHED GRADE (AS REQUIRED BY FORT

DRUM PUBLIC WORKS), AND SUBMIT REVISED PROFILES FOR

APPROVAL PRIOR TO PURCHASING MATERIALS.

22. EXISTING MONITORING WELL TO REMAIN

23. PROTECT UNDERGROUND COMMUNICATIONS CONDUITS TO

REMAIN

24. PROTECT COMMUNICATIONS MANHOLE TO REMAIN

25. DEMOLISH SIGN

26. CONTRACTOR STAGING AREA

27. REMOVE ABANDONED 8" VC FORCE MAIN THAT LIES WITHIN

CONTRACT LIMITS. DEPTH VARIES 2-6' DEEP.

DEMOLITION PLAN - SITE 'A'

SCALE: 1" = 50'

0 25' 50' 100' 150'

SHEET LEGEND

DEMOLISH BUILDING OR SITE FEATURE

DEMOLISH ASPHALT PAVEMENT

DEMOLISH SURFACE GRAVEL

DEMOLISH GRAVEL TRAIL

DEMOLISH TREES AND UNDERBRUSH

WITHIN THE PROJECT LIMITS

DEMOLISH OR RELOCATE UTILITY

DEMOLISH TREE/ SITE FEATURE

EX. POWER POLE

EX. POWER POLE

EX. FH

EX. FH

EX. SANITARY

SEWER PUMP

STATION

EX. GRAVEL TRAIL

EXIST. GRAVEL TRAIL

LIMITS OF

DISTURBANCE

LIMITS OF

DISTURBANCE

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GENERAL SHEET NOTES

1. REFER TO SHEET C-001 & C-002 FOR GENERAL CIVIL NOTES, LEGENDS, AND

ABBREVIATIONS.

2. THIS SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION PLANS AND SHALL

BE READ WITH THE FULL SET TO BEST ENSURE PROPER INTERPRETATION.

3. ALL EXISTING CONDITIONS SHOWN WERE TAKEN FROM GIS DATA PROVIDED BY

FORT DRUM. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO

CONSTRUCTION AND NOTIFY CONTRACTING OFFICER OF DIFFERING CONDITIONS.

4. EROSION AND SEDIMENT CONTROL MEASURES MUST BE IN PLACE PRIOR TO ANY

DEMOLITION OR EARTH DISTURBANCE.

5. DEMOLITION INCLUDES THE REMOVAL AND PROPER DISPOSAL OF ALL MATERIALS,

INCLUDING BUT NOT LIMITED TO, FOUNDATIONS, FOOTINGS, AND UTILITIES.

6. ALL BUILDING UTILITIES SHALL BE PLUGGED, BLIND FLANGED, CAPPED OR OTHER

MEANS OF TERMINATION AS APPROPRIATE. UTILITIES SHALL BE REMOVED A

MINIMUM OF FIVE (5) FEET FROM THE BUILDING FOOTING/FOUNDATION PERIMETER

OR AT THE NEAREST JOINT, VALVE OR FLANGE BEYOND THE FIVE FEET MINIMUM

DISTANCE.

7. UTILITY TERMINATION SHALL INCLUDE COMPLETE AND PROPER COORDINATION

WITH THE RESPECTIVE UTILITY PROVIDER/OWNER PRIOR TO PERFORMING ANY

WORK. TERMINATION OF UTILITIES TO BE COMPLETED WITH THE APPROPRIATE

CAPS AND PLUGS PER PROVIDER/OWNER REQUIREMENTS.

8. ASBESTOS CONTAINING MATERIALS AND OTHER REGULATED MATERIALS, INCLUDING

BUT NOT LIMITED TO, FLUORESCENT LIGHT FIXTURES, LIGHTED EXIT SIGNS, SMOKE

DETECTORS, FIRE EXTINGUISHERS, TRANSFORMERS, AIR CONDITIONERS AND

CHILLER UNITS, THERMOSTATS, ELECTRIC CONTROL PANELS, DRINKING WATER

FOUNTAINS, GENERATORS, CIRCUIT BREAKERS, BATTERIES AND BATTERY CHARGES

WERE FOUND IN THE EXISTING BUILDINGS TO BE DEMOLISHED. THE CONTRACTOR

SHALL REFER TO THE FINDINGS OF THE "PRE-DEMOLITION SURVEY REPORT," DATED

01/09/2012, PROVIDED AT THE END OF SPECIFICATION SECTION 02 41 00, FOR A

COMPLETE LISTING OF ASBESTOS CONTAINING MATERIALS AND OTHER REGULATED

MATERIALS.

9. ASBESTOS CONTAINING MATERIALS AND OTHER REGULATED MATERIALS SHALL BE

REMOVED FROM THE FACILITIES PRIOR TO DEMOLITION.

10. ASBESTOS ABATEMENT CONTRACTORS SHALL COMPLY WITH PART 56 OF TITLE 12

OF THE OFFICIAL COMPILATION OF CODES, RULES AND REGULATIONS OF THE STATE

OF NEW YORK (CITED AS 12 NYCRR PART 56).

11. REFERENCE SPECIFICATION SECTIONS 02 41 00, 02 61 13, 02 81 00, 02 82 13.00 10, AND

02 83 13.00 20 FOR DETAILED INFORMATION REGARDING DEMOLITION AND

DECONSTRUCTION OF EXISTING FACILITIES AND HANDLING OF HAZARDOUS

MATERIALS.

12. METERS AND RELATED EQUIPMENT SHALL BE REMOVED AND DELIVERED TO THE

RESPECTIVE UTILITY AUTHORITY OFFICES FOR DISPOSAL OR REUSE.

13. ALL OTHER DEMOLITION DEBRIS SHALL BE REMOVED FROM THE LIMITS OF FORT

DRUM AND BE DISPOSED OF IN A MANNER AS REQUIRED BY LAW AND FORT DRUM

REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DISPOSAL

PERMITS AND REGULATORY REQUIREMENTS.

14. UPON COMPLETION OF DEMOLITION AND DECONSTRUCTION ACTIVITIES AT THE

BUILDING DEMOLITION PROJECT SITE, ALL DISTURBED AREAS SHALL BE VEGETATED

IN ACCORDANCE WITH SHEET C-721.

15. SEE SHEET ED-101 FOR ELECTRICAL DEMOLITION PLAN.

SHEET LEGEND

DEMOLISH BUILDING

DEMOLISH CONCRETE

SIDEWALK

UTILITY CAP

DEMOLITION PLAN - SITE 'B'

SCALE: 1" = 50'

0 25' 50' 100' 150'

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Y

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D E

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I O

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P

L A

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B

C-102

C d w g

SHEET KEYNOTES

1. CUT EXISTING SANITARY SEWER AT LEAST 5 FEET FROM THE SEWER MAIN AND CAP

BOTH CUT SIDES OF THE LINE

2. EXISTING 6" VC SANITARY SEWER LINE TO BE ABANDONED IN PLACE

3. EXISTING 8" VC SANITARY SEWER MAIN TO REMAIN

4. EXISTING 8" CIPP SANITARY SEWER MAIN TO REMAIN

5. CUT EXISTING WATER LINE AT LEAST 5 FEET FROM THE WATER MAIN AND CAP BOTH

CUT SIDES OF THE LINE

6. EXISTING WATER LINE TO BE BE ABANDONED IN PLACE (SIZE, DEPTH, AND MATERIAL

UNKNOWN)

7. EXISTING 2" DI WATER LINE TO BE ABANDONED IN PLACE (DEPTH UNKNOWN)

8. EXISTING 1.5" DI WATER LINE TO BE ABANDONED IN PLACE (DEPTH UNKNOWN)

9. EXISTING 0.75" DI WATER LINE TO BE ABANDONED IN PLACE (DEPTH UNKNOWN)

10. EXISTING 8" CI WATER MAIN TO REMAIN

11. EXISTING ABANDONED WATER LINE TO REMAIN

12. CUT EXISTING NATURAL GAS LINE AT LEAST 5 FEET FROM THE NATURAL GAS MAIN

AND CAP BOTH CUT SIDES OF THE LINE

13. EXISTING NATURAL GAS LINE TO BE ABANDONED IN PLACE (SIZE, DEPTH, AND

MATERIAL UNKNOWN)

14. EXISTING 1" HDPE NATRUAL GAS LINE TO BE ABANDONED IN PLACE (DEPTH

UKNOWN)

15. EXISTING 6" HDPE NATURAL GAS MAIN TO REMAIN

16. EXISTING 2" HDPE NATURAL GAS LINE TO REMAIN

17. EXISTING 1" HDPE NATURAL GAS LINE TO REMAIN

18. DEMOLISH EXISTING NATURAL GAS TANK (TNKBG122)

19. CONTRACTOR STAGING AREA

SHEET ID

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N E

W

Y

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N E

W

Y

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K

N

Y

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

C H

E C

K E

D

B

Y

A N

S I

D

F I L

E

N

A M

E

I S

S U

E

D

A T

E

C O

N T

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L I C

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A T

I O

N

N

O

F I L

E

N

U M

B E

R

1 2 3 4 5

D

C

B

A

N C

O

A

C A

D E

M

P L

E X

M A

R K

D E

S C

R I P

T I O

N D

A T

E

F I L

E

N

A M

E

L

U

S A

C E

N

R

K

D

I S

T R

I C

T

C

E

N

A

D E

S

I G

N

F

T

D

R U

M

N

Y

C

A D

B

I M

C

A D

C

O

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E D

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M A

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T

A N

Y A

O C

T O

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W D

S R

W D

FINISHED

GRADE

" EXPANSION JOINT BETWEEN

WALK AND RIGID PAVING OR

ADJACENT RIGID STRUCTURE

WIDTH VARIES

(SEE SITE PLAN)

4" PORTLAND CEMENT CONCRETE

NOTE:

1. CROSS SLOPE 2% (MAX)

2. GRANULAR SUBBASE SHALL COMPLY WITH NYSDOT SECTION 733-04, TYPE 2 MATERIAL

3. CONCRETE STRENGTH SHALL COMPLY WITH SPECIFICATION 32 16 13 CONCRETE SIDEWALKS.

EXPANSION JOINT

CONTOL JOINT

1/8"

1/2"

" RADIUS

FINISH

PREMOLDED JOINT FILLER

EXTENDING TO BOTTOM

SURFACE OF CONCRETE

NOTE:

CONTOL JOINT SHALL DIVIDE

SIDEWALK INTO SQUARE

PANELS

NOTE:

PROVIDE EXPANSION JOINTS

@ 50' MAX. SPACING,

ADJACENT TO RIGID

STRUCTURES AND RIGID

PAVING

#57 STONE

COMPACTED TO 95% PER ASTM

D1557

HEAVY-DUTY GRAVEL DRIVE

NO SCALE

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C-501

C d w g

CRUSHED GRADED AGGREGATE

COMPACTED TO 95% MAXIMUM PER ASTM D1557

(SEE NOTES 1 AND 2)

24" COMPACTED SUBGRADE

TO 95% MIN. PER ASTM D1557

12" COMPACTED SUBGRADE

TO 95% PER ASTM D1557

GEOGRID TENSAR TX 160 OR EQUAL

NON-WOVEN SPUN BONDED POLYPROPYLENE

(LANDSCAPE FABRIC)

NO SCALE

CONCRETE SIDEWALK

6"

4"

GRANULAR SUBBASE

(SEE NOTE 2)

12" COMPACTED SUBGRADE TO

MINIMUM 95% IN ACCORDANCE

WITH ASTM D1557

6x6 - W2.9 x W2.9 WWR

HEAVY-DUTY CONCRETE PAVEMENT

NO SCALE

2.5"

1.5"

8"

PAVEMENT REQUIREMENTS

NYSDOT MARSHALL MIX: SECTION 403, TYPE 7F; OR

NYSDOT MARSHALL MIX: SECTION 403, TYPE 3; OR

NYSDOT SUPERPAVE MIX: SECTION 402, 19.0 mm, F9

TACK COAT

NYSDOT SUPERPAVE MIX: SECTION 402, 9.5 mm, F3

GRANULAR SUBBASE (C)

BITUMINOUS TOP COURSE (A)

BITUMINOUS BINDER COURSE (B)

A

B

NYSDOT SECTION 733-04, TYPE 2C

LIGHT-DUTY

ASPHALT PAVEMENT - PARKING

NO SCALE

3.5"

1.5"

12"

PAVEMENT REQUIREMENTS

NYSDOT MARSHALL MIX: SECTION 403, TYPE 7F; OR

NYSDOT SUPERPAVE MIX: SECTION 402, 9.5 mm, F3

NYSDOT MARSHALL MIX: SECTION 403, TYPE 3; OR

NYSDOT SUPERPAVE MIX: SECTION 402, 19.0 mm, F9

GRANULAR SUBBASE (C)

24" COMPACTED SUBGRADE

TO MIN. 95% PER ASTM D1557

BITUMINOUS TOP COURSE (A)

TACK COAT

BITUMINOUS BINDER COURSE (B)

A

B

NYSDOT SECTION 733-04, TYPE 2C

HEAVY-DUTY ASPHALT PAVEMENT

NO SCALE

24" COMPACTED SUBGRADE

TO MIN. 95% PER ASTM D1557

2"

8"

PAVEMENT REQUIREMENTS

NYSDOT MARSHALL MIX: SECTION 403, TYPE 7F; OR

NYSDOT SUPERPAVE MIX: SECTION 402, 9.5 mm, F3

GRANULAR SUBBASE (C)

BITUMINOUS TOP COURSE (A)

A

NYSDOT SECTION 733-04, TYPE 2

C

LIGHT-DUTY

ASPHALT PAVEMENT - TRACK

NO SCALE

24" COMPACTED SUBGRADE

TO MIN. 95% PER ASTM D1557

GRAVEL BLEACHER PAD

NO SCALE

EXPANSION JOINT

CONTROL JOINT

1/8"

1/2"

" RADIUS

FINISH

PREMOLDED JOINT FILLER

EXTENDING TO BOTTOM

SURFACE OF CONCRETE

NOTE:

CONTRACTION JOINT SHALL

DIVIDE SIDEWALK INTO

SQUARE PANELS

NOTE:

PROVIDE EXPANSION JOINTS

ADJACENT TO RIGID

STRUCTURES AND RIGID

PAVING

NOTE:

1. CROSS SLOPE 2% (MAX)

2. GRANULAR SUBBASE SHALL COMPLY WITH NYSDOT SECTION 733-04, TYPE 2 MATERIAL

3. CONCRETE STRENGTH SHALL COMPLY WITH SPECIFICATION 32 16 13 CONCRETE SIDEWALKS.

3"

PORTLAND CEMENT CONCRETE

10'

12" COMPACTED SUBGRADE TO MINIMUM 95%

IN ACCORDANCE WITH ASTM D1557

4" GRANULAR SUBBASE (SEE NOTE 2)

JOINT SEALANT

1/8"

3/4"

GEOTEXTILE FABRIC

(MIRAFI 500X OR APPROVED

EQUAL)

GEOTEXTILE FABRIC

(MIRAFI 500X OR APPROVED

EQUAL)

GEOTEXTILE FABRIC

(MIRAFI 500X OR APPROVED

EQUAL)

GEOTEXTILE FABRIC

(MIRAFI 500X OR APPROVED

EQUAL)

GEOTEXTILE FABRIC

(MIRAFI 500X OR APPROVED

EQUAL)

NOTE:

1. CRUSHED GRADED AGGREGATE SHALL COMPLY WITH NYSDOT STANDARD

SPECIFICATION SECTION 733-04, TYPE 2.

2. SEE SPECIFICATION SECTION 32 15 00 FOR ADDITIONAL REQUIREMENTS.

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