CN101.pdf

PDF 767 KB Posted Aug 7, 2017

Attached to: Lock and Dam Scoul Repair Federal contract opportunity
Solicitation number: W912PM-17-B-0017
Issued by: Department of the Army Corps of Engineers Engineering District Wilmington

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Revised Sheet No. CN101

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Other files attached to Lock and Dam Scoul Repair, newest first.
File	Type	Posted
B1_-_IFB_Abstract_Lock_and_Dam_Scour_Repair.pdf	PDF	Aug 30, 2017
B1_-_Bid_Opening_Attendance_Sheet.pdf	PDF	Aug 30, 2017
A21_-_Site_Visit_Sign_in_Sheet_-_Lock_and_Dam_Scour_Repair.pdf	PDF	Aug 10, 2017
A21_-_W912PM-17-B-0017_Amendment_2_Lock_&_Dam_Scour_Repair_Conformed_Copy.pdf	PDF	Aug 7, 2017
mn_ld2_xyz.txt	TXT text file	Aug 7, 2017
LD2_MBES_20130917.txt	TXT text file	Aug 7, 2017
A21_-_W912PM-17-B-0017_Amendment_2_Lock_&_Dam_Scour_Repair.pdf	PDF	Aug 7, 2017
A21_-_W912PM-17-B-0017-P0001,_Lock_&_Dam_2_Scour_Hole_Repair_Amendment_1.pdf	PDF	Jul 31, 2017
A21_-_W912PM-17-B-0017-P0001,_Lock_&_Dam_2_Scour_Hole_Repair_Amendment_1_Conformed_Copy.pdf	PDF	Jul 31, 2017
AdvSpecs.pdf	PDF	Jul 27, 2017
AdvPlans_LD2_ScourHoleRepair.pdf	PDF	Jul 27, 2017

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-40

-35

-30

-25

-20

SCALE: 1" = 100’

SCALE IN FEET

100 200 300200 100 0

-15

2+00

3+00

4+00

5+00

6+00

-10

-5

2128500

319500

2128500

318500

2126000

318500

319500

2128000

APPROXIMATE SHORELINE

1+00

0+00

ESPLANADE

ELIZABETHTOWN TOWNSHIP

CENTRAL TOWNSHIP

RAMP

CONC. BOAT

UNDER ROAD

CULVERT

OFFICE

LOCKMASTER’S

GARAGE

SHED

LIGHT POLE

POWER POLE (TYP.)

POWER LINE (TYP.)

OVERHEAD

LIGHT POLE

BASIN

CATCH

PARKING LOT

FISHING PIER

FACILITY

PAVILION & RESTROOM

PARKING LOT

WHEEL STOP (TYP.)

LIGHT POLE

POWER POLE (TYP.)

STOCKPILE AREA

STAGING &

LINE (TYP.)

POWER

OVERHEAD

LOCK CHAMBER

STOCKPILE & STAGING AREA

FOR SECTIONS SEE SHEETS CN106 TO CN109

CAPE FEAR RIVER ALIGNMENT

FOR SECTIONS SEE SHEETS CN103 TO CN105

DAM ALIGNMENT

COFFER CELLS

PIN 2-3

PIN 2-5

PIN 7

PIN 20

LOCK 2E

SEE SHEET CN102

OF STONE PLACEMENT

APPROXIMATE LIMITS

S .R

L O

C K A

N D

A M N

CONCRETE

C A P E F E A R R I V E R

T O N

FLOW

NOTES:

LEGEND:

FENCE

TREELINE / CANOPY

STOCKPILE & STAGING AREA

EXISTING CONTOUR

OVERHEAD POWER LINE

SOUNDING

FISH LADDER

COFFER CELL (TYP.)

ACCESS GATE

CONTROL MONUMENT

TSF

TEMPORARY SILT FENCETSF

AREA AVAILABLE TO CONTRACTOR

LIMITS OF GOVERNMENT PROPERTY

APPROXIMATE STONE PLACEMENT LIMITS

NO COST TO THE GOVERNMENT.

SHALL BE REPAIRED TO THE SATISFACTION OF THE CONTRACTING OFFICER OR HIS/HER DESIGNATED REPRESENTATIVE AT RAMP, ROADS, CONCRETE WALKS, FENCING AND ANY OTHER EXISTING FEATURES DAMAGED BY CONTRACTOR OPERATIONS

10. EXISTING STRUCTURES INCLUDING THE DAM, LOCK, FISH LADDER, DOLPHINS, FENDERS, COFFER CELLS, FISHING PIER, BOAT

BE PLACED TO PROVIDE A FINISHED SURFACE IN ACCORDANCE WITH THE SECTIONS SHOWN ON SHEETS CN103 THRU CN109.

STONE SECTION OF THE SPECIFICATIONS. SEE SHEET CN102 FOR ADDITIONAL PLACEMENT LIMIT DETAILS. THE STONE SHALL

9. THE CONTRACTOR SHALL FURNISH AND PLACE UNDERLAYER MATERIAL AND ARMOR STONE IN ACCORDANCE WITH THE

HISTORICAL INFORMATION IS AVAILABLE AT https://waterdata.usgs.gov/nc/nwis/uv/?site_no=02105500&PARAmeter_cd=00065,00060 .

8. FLOOD EVENTS, HIGH FLOW RATES, AND HIGH WATER LEVELS IN THE CAPE FEAR RIVER MAY OCCUR DURING CONSTRUCTION.

1 JUNE.

7. NO IN WATER CONSTRUCTION FOR THE SCOUR HOLE REPAIR WILL BE ALLOWED DURING THE PERIOD FROM 15 MARCH THRU

ON EXISTING PAVED SURFACES WILL NOT BE ALLOWED. AVAILABLE STONE STOCKPILE AREAS ARE SHOWN ON SHEET CN101.

CALENDAR DAYS FROM ISSUANCE OF THE NOTICE TO PROCEED AND BEFORE ANY STONE DELIVERY. STOCKPILING STONE REVIEW AND APPROVAL BY THE CONTRACTING OFFICER OR HIS/HER DESIGNATED REPRESENTATIVE WITHIN FIFTEEN (15)

6. ALL STAGING AREAS, STOCKPILE AREAS, AND RIVER ACCESS ON GOVERNMENT PROPERTY SHALL BE SUBMITTED FOR

AREA(S). NO DIRECT PAYMENT WILL BE MADE FOR PROVIDING ONSHORE STAGING AREAS.

STATE, AND LOCAL LAWS, REGULATIONS AND ORDINANCES IN LOCATING, SECURING AND USING ANY ONSHORE STAGING CONTRACTOR’S PARTICULAR OPERATION SHOULD SO DICTATE. THE CONTRACTOR SHALL FULLY COMPLY WITH ALL FEDERAL,

5. THE CONTRACTOR MAY PROVIDE OFFSITE/ONSHORE STAGING AREA(S) OUTSIDE THE GOVERNMENT PROPERTY LIMITS, IF THE

SUBJECT TO CHANGE DUE TO SHOALING AND RIVER BOTTOM SCOUR.

ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. RIVER BOTTOM ELEVATIONS ARE

4. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULT OF SURVEYS MADE ON THE DATE INDICATED AND CAN

3. HORIZONTAL DATUM: NAD 1983. VERTICAL DATUM: NAVD 88.

2. SOUNDINGS ARE EXPRESSED IN FEET AND TENTHS AND REFER TO NAVD 88 DATUM.

1. HYDROGRAPHIC SURVEY PERFORMED 17 SEPTEMBER 2013 BY GEODYNAMICS LLC WITH MULTIBEAM SURVEY EQUIPMENT.

VESSELS.

19. THE LOCKS AT LOCK AND DAM NOS. 1, 2 AND 3 ARE NOT OPERATIONAL OR AVAILABLE FOR PASSAGE OF BARGES OR OTHER

PROVIDED ON REFERENCE DRAWING R-1 FOR INFORMATION ONLY.

18. A HYDROGRAPIC SURVEY PERFORMED 16 NOVEMBER 2016 BY GOEDYNAMICS LLC WITH MULTIBEAM SURVEY EQUIPMENT IS

REPRESENTATIVE.

17. THE CONTRACTOR SHALL COORDINATE ACCESS GATE ENTRY WITH THE CONTRACTING OFFICER OR HIS/HER DESIGNATED

IS STRICTLY PROHIBITED.

16. APPLYING ANY LOAD TO THE EXISTING LOCK STRUCTURE IS STRICTLY PROHIBITED. MOORING TO THE LOCK STRUCTURE

15. NO CONSTRUCTION ACTIVITY IS ALLOWED ON THE CONCRETE ESPLANADE OTHER THAN FOR SURVEYING PURPOSES.

DISTANCE BETWEEN EQUIPMENT AND POWER LINES AT ALL TIMES AS OUTLINED IN THE SAFETY MANUAL.

14. OVERHEAD UTILITY LINES ARE PRESENT AT THE PROJECT SITE. THE CONTRACTOR SHALL MAINTAIN A SAFE WORKING

OF THE SPECIFICATIONS.

REMOVAL OF ALL GRAVEL AND STONE FRAGMENTS AND SEEDING AND MULCHING IN ACCORDANCE WITH SECTION SEEDING THE STAGING AND STOCKPILE AREAS AND CONSTRUCTION ENTRANCES IN PREVIOUSLY GRASSED AREAS WILL INCLUDE ALSO BE REMOVED AND GRADES AND ELEVATIONS RESTORED TO PRE-CONSTRUCTION CONDITIONS. RESTORATION OF BETTER THAN THAT FOUND AT THE TIME THE NOTICE TO PROCEED WAS ISSUED. THE CONSTRUCTION ENTRANCES SHALL USED AND IMPACTED, INCLUDING BUT NOT LIMITED TO STAGING AND STOCKPILE AREAS, TO A CONDITION EQUAL TO OR

13. UPON COMPLETION OF THE WORK, AND PRIOR TO FINAL DEMOBILIZATION, THE CONTRACTOR SHALL RESTORE ALL AREAS

CONSTRUCTION ENTRANCE DETAIL SHOWN ON SHEET CN110.

12. CONSTRUCTION ENTRANCES TO THE STAGING AND STOCKPILE AREAS SHALL BE INSTALLED IN ACCORDANCE WITH THE

REPRESENTATIVE.

AND STOCKPILE AREAS SHOWN ON THE DRAWINGS OR APPROVED BY THE CONTRACTING OFFICER OR HIS/HER DESIGNATED

11. THE CONTRACTOR SHALL STORE AND SECURE AT HIS OWN RISK ALL EQUIPMENT AND MATERIALS WITHIN THE STAGING ld s it e p la n fy

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CLARK BROTHERS LLC.

BWGREENE PROPERTIES LLC.

ASPHALT PAVEMENT

File details come from the government source that posted it. Updated Nov 14, 2017.