C-101_AMENDMENT.pdf

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®of Engineers

US Army Corps

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%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%

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C-101 k w s r s r s r

GENERAL SHEET NOTES

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THREE DUMPSTERS

REMOVE AND RELOCATE

REMOVE EXISTING STRIPING

ASPHALT PAVEMENT

SAWCUT AND REMOVE EXISTING

EXISTING CURB

SAWCUT AND REMOVE

REMOVE CONCRETE

OF EXISTING CONCRETE CURB

SAWCUT AND REMOVE PORTION

REMOVE BOLLARDS

SEE NOTE 5

RELOCATE LIGHT POLE ,

REMOVE CONCRETE PADS

40'10'

SCALE:1"=20'

0 20'

TO REMAIN AS-IS

CONCRETE WALLS AS NEEDED FOR PROPOSED SANITARY LINE

REMOVE PORTION OF RETAINING WALL, SIGNS AND FOOTINGS

703937.11416890.3

703949.51416879.9

704034.11416984.8

703914.11417088.7

703901.91417079.1

703890.91417088.3

703910.71417108.8

704085.81416962.8

704136.51416979.8

704229.41416914.7

704125.01416779.0

703954.11416577.5

703883.31416630.1

703923.61416673.3

703862.11416722.9

703728.71416767.6

703600.51416768.3

703600.51416793.2

703731.81416792.4

703847.31416763.7

703939.11416867.1

703925.41416876.5

EASTINGNORTHING

LIMIT OF DISTURBANCE COORDINATES

LIMITS

CHECK CHART FOR BOUNDARY

LIMITS OF DISTURBANCE;

REMOVE CONCRETE WALLS

REMOVE CONCRETE WALLSREMOVE RAILROAD TRACKS;

REMOVE RAILROAD TRACKS

FFE 70.0

WAREHOUSE

PROPOSED

BUILDING FOOTPRINT

PROPOSED WAREHOUSE

SIDEWALK AREA

NEAR PROPOSED

REMOVE CONCRETE

AND SLAB.

ENGINEER THE EXTENT OF CONCRETE REMOVAL BENEATH FOUNDATION

CONTRACTOR TO COORDINATE WITH METAL BUILDING FOUNDATION

PAVEMENT GIVEN PRIOR APPROVAL BY THE CONTRACTING OFFICER.

STRUCTURES TO AT LEAST 2 FEET BELOW BOTTOM OF PROPOSED

PROPOSED PAVEMENTS, IT MAY BE ACCEPTABLE TO REMOVE SUCH

PROPOSED FOOTINGS SHALL BE COMPLETELY REMOVED. BENEATH

SUCH STRUCTURES BELOW AND WITHIN 3 FEET LATERALLY OF

THE CONTRACTING OFFICER IF SUCH CONDITIONS ARE ENCOUNTERED.

MAY EXTEND SEVERAL FEET BELOW EXISTING GRADE. NOTIFY

DRAWINGS SUGGEST THAT ISOLATED CONCRETE STRUCTURES

DETAILS OF CONCRETE THAT IS TO BE REMOVED. AS-BUILT

REFER TO SPECIFICATIONS SECTION 02 41 00 DEMOLITION FOR 11.

GOVERNMENT.

EXCESS CONCRETE FROM THE WVA PREMISES AT NO COST TO THE

THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO REMOVE ANY

BUILDING 136. DUMPING OF EXCESS CONCRETE IS NOT PERMITTED.

THE DESIGNATED "CHUTE CLEANOUT AREA" LOCATED NORTHWEST OF

CONTRACTOR SHALL ONLY CLEAN OUT CONCRETE TRUCK CHUTES AT 10.

SECURITY OR FIRE ALARM)

ORANGE: FIBER OPTIC (TELEPHONE, TELEVISION, 5.

STEAM/CONDENSATE OR OTHER DANGEROUS MATERIALS)

YELLOW: GAS LINE OR PIPELINE (FOR NATURAL GAS, OIL, 4.

GREEN: SEWER SYSTEM 3.

BLUE: WATER SYSTEM 2.

RED: ELECTRIC 1.

THE SPECIFIC UTILITY.

AND SHALL BEAR A CONTINUOUS PRINTED INSCRIPTION TO DESCRIBE

IT FROM CORROSION. TAPE COLOR SHALL BE AS SPECIFIED BELOW

PROTECTIVE JACKET OR PROVIDED WITH OTHER MEANS TO PROTECT

THE METALLIC CORE OF THE TAPE SHALL BE ENCASED IN A

FACTURED FOR MARKING AND LOCATING UNDERGROUND UTILITIES.

3 FEET DEEP. THE TAPE SHALL BE OF A TYPE SPECIFICALLY MANU-

SHALL BE DETECTABLE BY A METAL DETECTOR WHEN BURIED UP TO

UTILITIES AS PART OF THE REQUIRED PROJECT WORK. THE TAPE

UNDERGROUND UTILITIES SHALL INCLUDE THE MARKING OF THESE

ALL WORK WHICH INVOLVES THE INSTALLATION OR UNEARTHING OF9.

FILL IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

FOOTPRINT SHALL REQUIRE THE USE OF COMPACTED STRUCTURAL

BUILDING FOOTPRINT, AND WITHIN 3 FEET OF PROPOSED PAVEMENT

PROPOSED BUILDINGS AND PAVEMENTS, WITHIN 5 FEET OF THE

BACKFILLING OF EXCAVATIONS, HOLES, AND DEPRESSIONS BENEATH

CONTRACTOR SHALL COMPLETELY REMOVE ALL INDICATED FEATURES.8.

ACCORDANCE WITH ALL APPLICABLE REGULATIONS.

ALL DEMOLITION DEBRIS TO BE REMOVED BY CONTRACTOR IN 7.

WITHIN THE AREA OF WORK.

WATERVLIET ARSENAL DPW IF ANY DISCREPANCIES ARE LOCATED

MENTS AND UTILITIES, AND SHALL IMMEDIATELY INFORM THE COR &

THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING SITE IMPROVE-6.

RELOCATION. REFER TO ELECTRICAL PLANS FOR MORE DETAILS.

CONDUIT, CONDUCTORS, HANDHOLE, ETC AS REQUIRED FOR

FOUNDATION AT NEW LOCATION. PROVIDE ALL REQUIRED

EXISTING LIGHT POLE TO BE RELOCATED. PROVIDE NEW POLE5.

COMMENCEMENT.

CONSTRUCTION FENCING SHALL BE IN PLACE PRIOR TO

EROSION AND SEDIMENT CONTROL MEASURES AND TEMPORARY 4.

DEMOLITION WORK.

SHALL COORDINATE WITH WVA DPW PRIOR TO THE START OF ANY

DAYS BEFORE THE START OF ANY DEMOLITION. THE CONTRACTOR

CONTRACTOR WITH WATERVLIET ARSENAL (WVA) A MINIMUM OF 7

OFFICES. A PRE-DEMOLITION MEETING SHALL BE ARRANGED BY THE

SHALL BE SENT TO THE SAFETY AND OCCUPATIONAL HEALTH

PRIOR TO ANY EXCAVATION. A COPY OF THE APPROVED PERMIT

PROCESS AND POST A UTILITY CLEARANCE PERMIT (DIG PERMIT)

CONTRACTOR SHALL FOLLOW WVA REGULATION 420-02 AND OBTAIN3.

FOR ABBREVIATIONS SEE SHEET G-003.2.

FOR CIVIL LEGEND AND GENERAL CIVIL NOTES SEE SHEET C-001.1.

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Revision 1. 16 July 2018