CIVIL SITE PLAN PACKAGESUBMISSION TTPE
PERMITAPPLICATION FINAL DESIGN DELIVERABLE
CHESAPEAKE TUNNEL Jl/.
MMO^MMACDONALD
COMMONWEALTH OF VIRGINIA
CHESAPEAKE BAY BRIDGE AND TUNNEL DISTRICTCAPE CHARLES. VIRGINIA 23310
PARALLEL THIMBLE SHOAL TUNNELTO
LUCIUSJ. KELLAM.JR. BRIDGE-TUNNEL
PORTAL ISLAND NO. 1PERMIT LEVEL DESIGN
IMPACT AREA - INDEX SHEET
DRAWN BY: JRH
CHECKED BY: RSL
SCALE: 1"= 250'
DATE: DECEMBER 2016
DWG.NO. CV-1110-104
SHEET 1 OF 32
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MATCHUNE - SEE PLATE 10
•PROPOSED DOCKING AREA-179,094 SF (4.11 ACRES),
INCLUDES MAX. 45,12"-36" DIA. STEEL SANDFILLED PILES FOR 25,000 . ; .
SF DOCK - , -
-PROPOSED MOORING AREA2,597,690 SF (59.63 ACRES),INCLUDES 15, 12"-18" DIA. STEEL,SAND FILLED PILES
-27 SF (0.01 ACRES),AND 15, 18" MOORING PILEAND/OR ANCHORS
EXISTING SPLASH WALL TCBE REMOVED AND RESET OR
REPLACED (1,040 SF)
JET GROUT ZONE
CHESAPEAKE BAY
'I - ^ ' , . :
PROPOSED TUNNEL -BARRIER ABOVE TUNNEL
PORTAL (STA. 18+50.77) ,
PROPOSED TBM HEADWALL-START OF MACHINE
TUNNELING
s-^i
..].
.—,—^,1:
:XISTIN(ARMOR STONE'
ABOVE MHW
M.H.W.'
M.L.W..
PROPOSED ENGINEERED BERM UNDEFEXISTING ARMOR STONES
• BELOW MHW: 21,580 SF (0.50 ACRES)• BELOW MLW: 16,415 SF (0.38 ACRES)
PROPOSED ENGINEERED BERM UNDER -EXISTING ARMOR STONES
• ABOVE MHW: 21,980 SF (0.5 ACRES). ABOVE MLW: 30,273 SF (0.69 ACRES)
EXISTING 4" GARAGE DRAIN-PIPE OUTFALL TO BE
REPAIRED
EXISTING 6" STORM DRAIN -PIPE OUTFALL TO BE
REPAIRED
EXISTING 8" PUMP-DISCHARGE PIPE OUTFALL
TO BE REPAIRED
PROPOSED REPAIR OF -EXISTING FISHING PIER
ABUTMENT
^^'^:£SSS:=^^ VENTILATION BUILDING -|ffiiSs|=gS=^^ ""' """6.262^ SF (0.14 ACRES):
PROPOSED GENERATOR-i=-—-—...,,.- . ^-'-— 1 ^-- -—:
FUEL TANK =1^E^^--PROPOSED FIRE HYDRANJ .(TYP.^210 SF (0.01 ACRES) ^^=5E=5 ' "~" "THROUGHOUT THE ISLAND!
43 SF (0.01 ACRES);
w
^1 i.i u a i. i \i -^ ? 1 "i i.^"i-n-__J^
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7i >h «;'i *:?i i'-:i L 'i u I-;
STT^-i^i - ' " u o >ai n
PROPOSED VENTILATION-
'! ~! --1^ ....FL -..-7PROPOSED WATER TANK.
v - 805 SF (0.02 ACRES)
"PORTAL ISllAND NOp228^690 SF (5.25 ACRES)
I »-—- ^' • -;— -< ^
PROPOSED SEGMENTS STORE -/ \ \ \-i PROPOSED TUNNEL VENTILATION-II BUILDING 4,425 SF (0.10 ACRES)
=^-?
RIE^KL7^.iTYi;!/-i ;^i ? i u ^^
'-,-)-VA.^..LL
'Wy.PROPOSED REPLACEMENT OF <^y<
•EXISTING FISHING PIER ^X';'SUPERSTRUCTURE AND '/^.REPAIR OF PILES AS /i>> NEEDED, UP TO 32 PILES.(512 SF, 0.01 ACRES)
•^PROPOSED >X2" POTABLE >
WATER LINE >
^ IX!h,liH; ,!''^C="—.-..J,
»••••*:;: 11 s^_!— —^—^ >,,^^^^S5^=SS35Ss"~iaSS3SSEXISTING SPLASH WALL TO |3BE REMOVED AND RESETOR REPLACED (816 SF)
PROPOSEDPARKING AREA
-.w" •_••-•— v- ^ ,—^.p-.- .y ^ ^ ^ ' _^
T~~'~~~~^. - H. — ^ '^;3 s^ ^ •' ^ •f :^fc^^3
T'-PROPOSED WATER
/.-PUMPING SYSTEM
PROPOSED 1. y _y_ ^ Y^ ^ ^,^^,I..,,.....,..7:.7l-r73s_ WORKSHOP n^ ^ ^ ^/^ ^•-s^.-^-s.-—
:_L^-.—-—' / / / V V-l — - - — -
•PROPOSED TEMPORARY WATERTANK FOR CONSTRUCTION
"•"I"
ILEGEND - TEMPORARY IMPACTS
EXISTING ARMOR STONE-TO BE REESTABLISHED
WITH ENGINEERED BERMABOVE MHW
_-.u
PROPOSED^SHEET \ \ ] I IAPILES )///"!
\ \ \'\Til I It \ /\ ^ \ i it;;///
.._L_L;MATCHUNE - SEE PLATE 8
LEGEND - PERMANENT IMPACTS
11-•mi i^! in .^
(\"njnrn'
PROPOSED MOORING AREA2,597.690 SF (59.63 ACRES)
PROPOSED DOCKING AREA179,094 (4.11 ACRES)
'» PROPOSED MOVEABLE FORM AND/OR* SHEET PILE (2.662 LF)
rfPROPOSED DREDGING FOOTPRINT163.080 SF (3.74 ACRES) 74,545 CY
PROPOSED ENGINEERED BERM ON NATURALBOTTOM (CONVERSION) BELOW MHW296,208 SF (6.8 ACRES)
PROPOSED ENGINEERED BERM UNDER EXISTINGARMOR STONES (CONVERSION) BELOW MHW60,942 SF (1.4 ACRES)
r r T "i~ r T ~i~i PROPOSED ENGINEEREO BERM UNDER EXISTING1||| I I I! ARMOR STONES (LOSS) ABOVE MHW
] [ 21,980 SF (0.5 ACRES)
MHW=2.92' CBBT DATUMMLW-0.37' CBBT DATUMNOTE: MHW/MLWSHOWNASAPPROXIMATE
CIVIL SITE PLAN PACKAGESUBMISSION TYPE
PERMITAPPLICATION FINAL DESIGN DELIVERABLE
DESCRIPTION
CHESAPEAKE TUNNEL JV^
M^MMACDONALD
COMMONWEALTH OF VIRGINIA
CHESAPEAKE BAY BRIDGE AND TUNNEL DISTRICTCAPE CHARLES, VIRGINIA 23310
PARALLEL THIMBLE SHOAL TUNNELTO
LUCIUSJ. KELLAM.JR. BRIDGE-TUNNEL
PORTAL ISLAND NO. 1PERMIT LEVEL DESIGN
IMPACT AREA PLAN - PLATE 3
DATE: DECEMBER 2016
DWG.NO. CV-1110-104
SHEET 5 OF 32
^^:^MATCHUNE - SEE PLATE 11 ^____. .—_-——„—1. _— -—--'-l—^--..-----—.. -'_—>-—^-.7C—~C"~~^"'"""~""~'~~"~ ~~l~~~~:~~~~~~ ~~~"' ~~~ "'C——~'~~"~~"~~ T
;-v>;'_ ..,•'
>c;<xx><xx>^•PROPOSED ENGINEERED BERM ON NATURAL: BOTTOM
BELOW MHW: 296,208 SF (6.8 ACRES)• BELOW MLW: 293,537 SF (6.74 ACRES).
<<$
>0
^~<^i'^
nj
PROPOSED ENGINEERED BERM ON-2NATURAL BOTTOM<
• ABOVE MHW: 9,787 SF (0.22 ACRES) >5<ABOVE MLW: 13,217 SF (0.30 ACRES);
y^^^^^^^^-PROPOSED ENGINEERED BERM UNDEREXISTING ARMOR STONES• BELOW MHW: 21,560 SF (0.5 ACRES)• BELOW MLW: 16,415 SF (0.38 ACRES)
^EXISTING ARMORSTONES BELOW MHWXX^xyXY;
PROPOSED DREDGING FOOTPRIN-163,080 SF (3.74 ACRES)'
74,545 CY'
PROPOSED ENGINEERED BERM UNDER:EXISTING ARMOR STONES;
•BELOW MHW: 39,382 SF (0.9 ACRES):•BELOW MLW: 36,809 SF (0.84 ACRES))
;XX>APROPOSED STORAGE FOR EXISTING;>0<X>< ARMOR STONES ONLY
.236,615 SF (5.43 ACRES)
.PROPOSED MOORING AREA;> 2,597,690 SF (59.63 ACRES),
INCLUDES 15, 12"-18" DIA. STEEL,'SAND FILLED PILES,27 SF (0.01 ACRES),•AND 15, 18" MOORING PILE /~)•AND/OR ANCHORS
,?.:'•;:•; i;;!'''-;:::(.,'^'-
~/-y^/.
|l515S£|=s,^-f-,w^^^^SllljUil^^'^T""'"l!!ll!J!Nli^r^r^: MK
7-^ >y^
(XXYXXX')•PROPOSED MOVEABLEFORM AND/OR SHEET
: PILES
-I'r—+-„,.-1... LLJ
'THTHTftr'^-B.-—-^^ z ^z :^^. ^:: 7: -^
I ' ! !1 ii!;iil:! i I ; IJ i i ; j ; l7"-^—•• ^'""-—...r-T^fi.-^i^V
t^gY^—Tprli!11fi~M^i
wCT"""^"
y^^^t>^<i^\^ ^
-A^)
rsTS^""';•••«.••'-•?««B»" ,Ti>r?>«i)C"
0%^
^•—•—*u-< ..<—-}—*•y— •••.y-" ^^*.«•'
!'^*y^Tl<~;^ ^^ ^^:^:.^^'/^\^,F:.^;^ './.^^-:—i^—^,'-,.,-^^^^^ims!*^KSSS^9U-^!:^'^^^.^ '. !.''.'.-',.'•'- '-' "*•'*"?"*'>'•".' " • :•• .••''~y~f'~''-v-
A<»iyNX<ilNM—N^—nIBU;,a^"" •i'nl .' '." lf, " ~'~"~~~r:'~''T ^ '!-;7-;7 .•"-• •t ',• •'. .' * _^"_^_L— —'• * ':1' '•';>ls'" '-''''• '-!"i '••'i"'-r^
^^m^^^:•;.'•'<- PROPOSED MOVEABLE FORM i..\w.::
^•^i^AND/OR SHEET PILES?..;^-^'.'"..^>j.^..
•EXISTING ARMOR STONE TO BE •?REESTABLISHED WITH ;::ENGINEERED BERM ABOVE MHW .^,9,051 SF (0.21 ACRES) _
<— PROPOSED ENGINEERED BERM UNDER•^;^7''—^ ARMOR STONESi;^^^^;:?:;;;?"*^ ABOVE MHW: 21,980 SF^^:::^SS:&"^£^^1 • ABOVE MLW: 30,273 SF (O.i
—PROPOSED SETTLEMENT MITIGATION AREAS ;^:"CW.%^:.^.y':^:\'.^^:^':-:;^S^:^^;;t&:,:'^ EXISTING ARMOR STONES ^'^^^:'^:^';;,^ ^l-;::'.' '^F'
(a5/CRESL ^^^^^;^i'^:; 5;WO"S^"(0^'rACRES)' ^ ' ""^ ^^^::®.^^'J^.r^§-;';^\ ^STC(0.69 ACRES) ^A,?,^^^^.^%/:;.3778CY '"'"" '""'"' ^-^^i'^;;;;Ci&%^'i:^'"<^;V^^
[XISTING AFiMOR.•••.:•• STONES BELOW MHW
•s:^^:'\..;1;-...'';
-•'/;.:'< •:'l.v;
^~t<^'^
r :> ':> > .-..-<; ^ y ^^^^^••^•^^^^^s^^^^^^ss^:®^-l^.^y^RE^;:^^^';^ ^^^•;;^';?;^-^,^(;';^^;^^?^^ ;'^i;'';^:.'^^-:^^^:^ss-?'^:'^^;;i^
^:/;<'?^^;:=;^>';':;%;;:;;^;<^^;;\.s-u;r:'^::'i;y>;^
S1=S.|(L_Y^T—^l^^
W - TEMPORARY IMPAC^'^-'^^•^'^'i fKUrUSLU Ml
['^Sf.^.y'.^g^.l 2,597,690 SF (5ti'rt?-&y2%%~?l
iLU MUUKINU AKLA
';3|gS'i^e% 2.597,690 SF (59.83 ACRES)
t PROPOSED MOVEABLE FORM AND/OR• SHEET PILE (2,662 LF)
CIVIL SITE PLAN PACKAGESUBMISSION Tl'PE
PERMITAPPLICATION
PROPOSED ARMOR STONE STORAGE236,615 SF (5.43 ACRES)
PROPOSED SETTLEMENT MITIGATION AREAUNDER EXISTING ARMOR STONES5,100 SF (0.12 ACRES)
PROPOSED DREOGING FOOTPRINT163,080 SF (3.74 ACRES) 74,545 CY
MATCHUNE - SEE PLATE 9i:GEND - PERMANENT IMPACTS
I1--
BOTTOM (CONVERSION) BELOW MHW296,208 SF (6.8 ACRES)
PROPOSED ENGINEERED BERM UNDER EXISTINGARMOR STONES (CONVERSION) BELOW MHW60,94.2 SF (1.4 ACRES)
p-aaaaaaD a a D a a aDJID ajmari
FINAL DESIGN DELIVERABLE
CHESAPEAKETUNNEL J¥ \
M"°n-MMACDONALD
BOTTOM (LOSS) ABOVE MHW9.787 SF (0.22 ACRES)
I PROPOSED ENGINEERED BERM UNDER EXISTINGI ARMOR STONES (LOSS) ABOVE MHWj 21,980 SF (0.5 ACRES')
MHW=2.92' CBBT DATUMMLW = 0.37' CBBT DATUMNOTE: MHW/MLW SHOWN AS APPROXIMATE
COMMONWEALTH OF VIRGINIA
CHESAPEAKE BAY BRIDGE AND TUNNEL DISTRICTCAPE CHARLES, VIRGINIA 23310
PARALLEL THIMBLE SHOAL TUNNELTO
LUCIUSJ. KELLAM.JR. BRICGE-TUNNEL
PORTAL ISLAND NO. 1PERMIT LEVEL DESIGN
IMPACT AREA PLAN - PLATE 4
DRAWN BY: JRH
CHECKED BY: RSJ
SCALE: 1"=50'
DATE: DECEMBER 2016
DWG.NO. CV-1110-104
SHEET 6 OF 32
CV
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WALER (TW)EL VARIES
FILTER STONE -\ ^.^
ARMOR STONE -^—^"^
EXISTING SEABEDMAXIMUM BERM
SIDE SLOPE
^- LIMIT OF DREDGEAND REPLACEMENT
•REMOVE SCOURPROTECTION ANDPLACE ENGINEEREDFILL
BEDDING STONE
EXISTING SEABED
UMITS OF HYDRAULICAND BARGE FILL FORORIGINAL PIT CONST.
175 150 125 100 75 50 25
TYPICAL CROSS SECTION
25 50 75 100 125-80
150
LESENDL.REMOVED SCOUR PROTECTION. DREDGEDMATERIAL AND PLACED ENGINEERED FILL
ARMOR STONE
FLOWABLE FILL
FILTER STONE
BEDDING STONE
CIVIL SITE PLAN PACKAGESUBMISSION TYPE
PERMITAPPLICATION FINAL DESIGN DELIVERABLE
DESCRIPTION
(/HESAPEAKEfuNNEL Jl/.
MMOTT MMACDONALD
COMMONWEALTH OF VIRGINIA
CHESAPEAKE BAY BRIDGE AND TUNNEL DISTRICTCAPE CHARLES, VIRGINIA 23310 i
PARALLEL THIMBLE SHOAL TUNNELTO !
LUCIUSJ. KEU-AM.JR. 8RIDGE-TUNNEL
PORTAL ISLAND NO. 1PERMIT LEVEL DESIGN
IMPACT AREA PLAN - PLATE 15
CHECKED BY: DATE: DECEMBER 2016 SHEET 17 OF 32