20120771 Ver 3_WO7257961_Final_Project Drawings (Thorofare)_AllAsOne_20230310

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LICENSE NO. C-0706
AVOLIS ENGINEERING, P.A.
P.O. BOX 15564
NEW BERN, NC 28561
PH.[phone]
PROJECT: 22048
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Virginia Beach, VA 23464
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EPROJECT No.: —
MAXIMO WORK ORDER NO.
7257961
NAVFAC DRAWING NO.
12866980
SHEET 02 OF 07
G-002
DRAWFORM REVISION: 10 MARCH 2O09
UNCLASSIFIED//FOR OFFICIAL USE ONLY
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THOROFARE
CLASS: SA; HQW, NSW
INDEX: 27-149-1-1
LIMITS OF
SEE SHEET
OVERALL PLAN - THOROFARE BRIDGE
SCALE: 1 " = 40'
N
WELL
9113
TEMPORARY
SPOIL STOCKPILE
AREA/
"MAG NAIL"
N: 438379.19
E: 2789814.14
ELEV=5.84'
"MAG NAIL"
N: 438553.63
E: 2789841.45
ELEV=6.56'
THOROFARE
CLASS: SA; HQW, NSW
INDEX: 27-149-1-1
THOROFARE BRIDGE
DREDGING AREA
ock Creek
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SEE SHEET CG103
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HAUL ROUTE MAP - THOROFARE BRIDGE TO MCOLF ATLANTIC NOT TO SCALE
nlnTE-c.
1. TOPOGRAPHIC AND HYDROGRAPHIC SURVEY COMPLETED BY AVOLIS ENGINEERING, PA ON OCTOBER 12,
2022.
2. NEGATIVE ELEVATIONS SHOWN ON PLANS ARE WATER DEPTHS RELATIVE TO MEAN SEA LEVEL (MSL =
ELEVATION 0.00'), REFERENCE VERTICAL DATUM DIAGRAM ON SHEET G-001 FOR LOCAL TIDAL
STATION ADJUSTMENT.
3. THE CONTRACTOR MUST MAINTAIN ACCESS TO BUILDING 9113 AND GOVERNMENT BOAT RAMP(S) AT
ALL TIMES DURING CONSTRUCTION ACTIVITIES.
4. THE CONTRACTOR MUST MAINTAIN ACCESS TO THE PRIVATE EXISTING WOOD DECK ON THE EAST SIDE
OF THE EXISTING ASPHALT DRIVE AT ALL TIMES DURING CONSTRUCTION ACTIVITIES.
5. ALL DREDGE SPOIL MATERIAL MUST BE PLACED IN THE DESIGNATED TEMPORARY SPOIL AREA, AND
CONFINED BY DOUBLE SILT FENCE, AS SHOWN ON PLANS.
6. THE CONTRACTOR MAY PLACE DREDGE SPOIL MATERIAL IN THE TEMPORARY SPOIL AREA UP TO TWO
(2) FEET IN HEIGHT.
7. DREDGE SPOIL MATERIAL MUST BE ALLOWED TO DEWATER FOR A MINIMUM OF THREE (3) CONTINUOUS,
RAIN -FREE DAYS OR UNTIL IT IS SUFFICIENTLY DRY TO ALLOW TO TRANSPORT WITHOUT LEAKAGE.
8. THE CONTRACTOR MUST TRANSPORT DEWATERED DREDGE SPOIL MATERIAL TO LZ DOLPHIN AT MCOLF
ATLANTIC, APPROXIMATELY FOUR (4) MILES FROM THE PROJECT SITE (SEE SHEET CG103). SEE HAUL
ROUTE MAP, SHEET CG101, FOR LOCATION.
9. THE CONTRACTOR MUST PROVIDE SILT FENCE ALONG THE PERIMETER OF THE PERMANENT STOCKPILE
LOCATION AT LZ DOLPHIN, AS SHOWN ON PLANS. THE CONTRACTOR SHALL GRADE THE DREDGE SPOIL
EVENLY OVER THE DISPOSAL AREA AND REMOVE ANY SURFACE IRREGULARITIES THAT WOULD CAUSE
WATER TO POND. THE CONTRACTOR MUST PERMANENTLY SEED THE STOCKPILE AREA AT COMPLETION
OF DREDGE SPOIL MATERIAL PLACEMENT AND GRADING.
10. THE CONTRACTOR MUST PROVIDE SIGNS ON HIGHWAY 12, IN BOTH DIRECTIONS, AND ON THE PUBLIC
BOAT RAMPS, PROVIDING DATES THAT ACCESS TO THE RAMP AND THOROFARE CANAL WILL BE
RESTRICTED BY HIS OPERATIONS. SIGNS MUST BE POSTED A MINIMUM OF TWO (2) WEEKS PRIOR TO
CLOSURE.
40 0 20 40 80
GRAPHIC SCALE: 1 " = 40'
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LICENSE NO. C-0706
AVOLIS ENGINEERING, P.A.
P.O. BOX 15564
NEW BERN, NC 28561
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PROJECT: 22048
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748 Lord Dunmore Drive, Suite 101
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Phone [phone]
Fax [phone]
ACE INFO
APPROVED
FOR COMMANDER NAVFAC
ACTIVITY
SATISFACTORY TO DATE
DES JKA
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EPROJECT No.: —
MAXIMO WORK ORDER NO.
7257961
NAVFAC DRAWING NO.
12866982
SHEET 04 OF 07
CG101
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DRAWFORM REVISION: 10 MARCH 2O09
UNCLASSIFIED//FOR OFFICIAL USE ONLY

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