20240068 Ver 1_HB-0001 Test_MooringInformation_20240108

r 8
• I 4s 13ft 4M " 1 "
/ 12 4 11
8
7 '.
andy oint Shoal 9
8 6 / ��10 8
7
Bent 37 Test Piles (3) 10
36" Pile - Station 90+37 @ CL 4
4 Bent 8 Test Pile 8 36" Pile - Station 90+37 @ 8' LT of CL 5
36" Pile 48" P-Pile - Station 90+37 @ 16' LT of CL
Station 54+12 @ CL 35.90457°N 6 8
35.90668°N Bent 30 Test Pile 76.01467°W 12
76.02663°W 36" Pile 9 6
Station 81+62 @ CL Bent 47 Test Piles (3)
35.905080N 36" Pile - Station 106+13.25 @ CL
76.01755°W 36" Pile - Station 106+13.25 @ 8' LT of CL �� 7 s
48" P-Pile - Station 106+13.25 @ 16' LT of CL Bent 91 Test Pile
_ 35.90366°N 12 36" Pile
s 76.00946°W 10 Station 167+32 @ CL
I� 35.90010°N
9 9 Bent 73 Test Pile 75.989270W
7 36" Pile
Station 144+82 @ CL Bent 95 Test Piles (2)
5 s 35.90140°N 36" Pile - Station 172+32 @ CL
— — — 7 75.99670°W 11 36" Pile - Station 172+32 @ 8' LT of CL
Bent36"TestPilePile ` 6H WY Cable Area Cable Area \ \ 13 35.89980°N
Station 51+62 @ CL s s 75'98762°W 9
9 35.90683oN Bent 19 Test Pile �e Area Cable Area \ e
„ Pile 14
76.02745°W 36 9
11
Station 67+87 @ CL 8 60413tt \
35.90588°N 8
76.02209°W ` 10 7 s
10 s Bent 62 Test Pile 13 \ \
36" Pile 7
10 10 Station 131+07 @ CL 1a \ 8
35.902210N \
76.00123°W Bent 100 Test Pile 5
6 36" Pile r►d \
Bent 66 Test Pile Station 177+32 @ CL Bent 102 Test Pile \
10 8 36" Pile 12 35.899510N 36" Pile Bent 119 Test Pile
9 Station 136+07 @ CL 75.98597°W Station 181+07 @ CL 36" Pile
8 35.901910N 35.89929°N Station 202+32 @ CL
75 9995NT GIs nit, P lic domain data from the Massachusetts Office of Coas5l ]f4R (gement (CZM), an ageP4tt�+ ommo•n E M sachu etts
� I 3�� 9 �J�
/ 12 E�ceeufiv ffice of Energy and Environmental Affairs (EEA), are ly r�dtst �tSaPakrtl�✓rf roper metadata ands u�cc attribu7t4on . Le se the
Massachu is Office of Coastal Zone Management as the source of these data.%you are no ry�iill0a fk..:* j@Zm-s am �. s�77gtdeyy Il>a�Z:L[Lend. rses
your projeG or prdldluct, without its express written consent. While efforts have beee made tb ensure tl�'tlPPWdata are dccur a and reliable within the state of
t CZM cannot assume liability for any damages or misrepresentation caused by any iaacG • ci i the4a or -as a res It of changes to the data caused
�� 18 �l�s8t5/ U 1 L
8 /12 by system transfers. The user must be aware of data conditions and bear r/esponsibility or the app p �Bu�sIe of th se d to with respect to possible errors,
10 / e original map scale, collection methodology, currency of data, and other co,f/ditions specific to ths'hrOAA mandoxu l tj language per federal Data Quality
11 Act (DQA): These environmental data and related items of informa�tion-ha e not been form IIy dis7,-% Wd y OAA and do not represent and should not be
1lonstrued to represent any agency determination, vie . o pr policy., Esri Community Maps Contributors, State of No Carolina DOT, Esri, Tom Tom, Garm in,
0 0.13 0.25 0.5 yileS SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EP , NPS, US Census Bureau, USDA, USFWS
I I I I 18 I I I 12 /ice 5
17
of NORTH N Date: 1/5/2024
9 HB-0001 Alligator River Bridge Project Imagery: NOAA Nautical Chart
5&
wv °E Proposed Test Pile Locations Drawn By: Paul Williams
Scale: 1:15,000
99T� oQ�P T OF TR Nautical Map
FNANSe S

Test Pile Detail
36" PRE TRE5 ED I
CONCRETE PILE I
i
i
i
r;
An additional V pile will be installed
at Bents 37 and 47, 16' LT of CL
12nd piio as appiirabi-o I
W.P. # 10
STA. 55+17.00 -L-
` -L-
90,300,001,
- 20'
1st pile to drive

Start Mooring Piles
35.910820
-76.018310
WarrenProposed Bridge ROW
1 Lindsay C. ••-
• • • • LIB C���S��iUS Cu1���� Eur����'USIID , eye s Aa �N �cw��z1 iu[ 0 C), 1, 2�
�1ir n io�r1 1

oul
6 3
4
0
ill Point\ 5 % \ 6
M.
8 8
0
11
6 /
/Sandyint
8 /
/ 1
410
6
12
nd Mooring Piles
5.913200 66.016100 • I R 4s11 4
8
7 8 6 //10
10
Start Mooring Piles
35.910820 19 Mooring Piles 8 9 5
-76.018310 Approx. 60'
8 apart
1,080 linear ft. 10
5 Proposed Bridge $
9
ROW
9 9
6-r'r'Y 7
5 E 9
Alligator River it, Public ,i1a from the aehI Coastal
Marina Zone f linage-- 40 an agency of the, monwealth -61- a\ -
G,cecutive f ie \ ndBEnvrr me�n�ralp,9ff rs (EEA), are fryer
1 redistributable with propergmetada wr Ott ri�b'"i'�a`�! n. Please reize
the Massacl�u,�etts Office of Coastal Zone \ thenau ce '►' e
10 Lindsay C. data. You are not permitted to use is name�rw to+�h
Warren Bridge �
endorses your project or product its express written rrsan . e
efforts have been made to ensure t ese data are acucTrate and rd B -
within the state of the art, CZMca assume liabill for any damages or
m isrepresentati6n caused by aii' ' ccuracies i e data or as a result of
10 changes to8the data caused by system sfers. Th user must be aware of data 12
conditions and bear responsibili the ap ropriate use of these data with
8 respect to possible errors, original sc leicollection methodology, currency
10 of data, and other conditions sped o these data.lf OAA mandated lang/uua e
5 per federal Data Quality Act (DQ T ese environmental data and related�iterhl
of informati,@n have not b formally disseminated b N nd do not
10 represent and should not be cted'to re sent any agency determination,
view, or policy., State o ct�r G�Plolina DOT, Esri,gqHERE, Garmin,$�feGraph,
0 0.25 0.5 1 Miles g
l Geonoies1
Techlo , Inc, TI, USGS, EPA, NPS, US Census Bureau, USDA,
NC OneMap, NC Cent for e �, phic Inforlm6ation and Analysis, NC 911 Board
10 7 Statute mile 85
"0RTjf HB-0001 Alligator River Bridge Project
"90 N Date:12/28/2023
y 9 w Imagery: �'
NOAA
E Proposed Mooring Pile Locations Nautical Chart
Nautical Map Drawn By: Paul Williams
y9T��NTOF TRANSeoQ�P . S .
Scale: 1:24,000

1
4
5
•
Alligator River Marina
— — — — 5
0 0.13
Start Mooring Pile
35.91082°
-76.01831°
8
N7
4
8
19 Mooring Piles
Approx. 60' apart
1,080 linear ft.
4
N-6OT-GI IJl mTEsri- ommunity Maps Contributors, State of Arth Carolina
Prop 0ERfId@IREPGA(irl1, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS,
—EPfNP�ttS C�rrsusBur�au, USDA, Public domain data from the Massachusetts
Office of Coastal Zone Management (CZM), an agency of the Commonwealth of
Massachusetts Executive Office of Energy and Environmental Affairs (EEA), are
freely redistributable with proper metadata and source attribution. Please
*111111111111wiEganize the Massachusetts Office of Coastal Zone Management as the source
��,f es re�not pepermitted to use CZM's name or to suggest that CZM
en o ro1e� • dpr _ uct, without its express written consent. While
efforts have been ensues se data are accurate and reliable
within the state of the art, CZ sum k�i�y or any damages or
misrepres�r�tatior�caused-by ny inaecuraci data o ��s� It of
changes tot e�c�a S�u�se�d b� tie r�irusf s�The user must \ ddaa
a re conditi u-aue a nsibi.l.ity_torlbpropriage use of these datawr .,
_ 6 wrespecc possible errors, original map scale, collection methodology, currency
\ 4 Eof dEfta, and other conditions specific to these data. NOAA mandated language
per , ro Data Quality Act (DQA): These environmental data and related items
-'CFiafor ve not been formally disseminated by NOAA and do not
rM'pre.s-ent and shaudd_no� rued to represent any agency deter i tion,
0.I 0.5 Miles
view, 8�poy., NC tDTl�dula� er for Geographic Informi�O�eand�
nalysis, NC 911 Board
y ��F�V����"909 N HB-0001 Alligator River Bridge Project Date: 12/28/2023
w E Proposed Mooring Pile Locations Imagery: NOAA
p 9 Nautical Chart
�o Nautical Map Drawn By: Paul Williams
y9T��N2'OF TRANSeoQ�P . S .
Scale: 1:10,000

U
C
O
NOTES:
1.) THE MOORING IS DESIGNED FOR MAX 8 TONS HORIZONTAL
PULL AT TOP ON EACH PILE.
0
SPECIFICATIONS:
• MOORING PILE: GRADE 42 KSI MIN.
• WELDING ELECTRODES: E70XX PER AWS D1.1
a
m
0
BARGE 3 BARGE 1
in
0
a
0
0
60' MOORING PILE, TYP.
Typ
SEE DETAIL, THIS DWG
a
BARGE 4 BARGE 2 a
0
0
N
O
M
Variable
0
Spacing
3
TEMPORARY MOORING - PLAN
N.T.S.
CD
0
Top of Pile is 5' to 6'
above water N
APPROVED FOR CONSTRUCTION
0
BY SKANSKA SE ENGINEERING DEPT
a,
30"0x2"x100'-0"
30"cx2"x 100'-0" EL. 1 O'f
W/ TOP AT EL. 1O'f
32"0 SCH. 40 H
TYP. 3 "0 SCH. 40 x3'-6" LENGTH 1jN11/1// N
5/16' x3'-6" LENGTH _-_����AN Zt,�I� 0 06/30/17 JXZ DER FOR CONSTRUCTION N
,�_` •••je...•���•7 �� A 09 12 16 JXZ DER FOR REVIEW
- - - - - -I `,��,�!'; ��G E +1igF•�+, Imo' REV. DATE DESIGN DRAWN REMARKS o
- - - - - - - - - - -
FLORIDA DEPARTMENT OF TRANSPORTATION
L G,A01 * No 75853 : * ESCAMBIA COUNTY, FLORIDA
* = SR 30 US 98 PENSACOLA BAY BRIDGE REPLACEMENT
'D S PROJECT #40933415201 & 40933415202
% 9 t STATE OF : W ftZ GENERAL ARRANGEMENT o
TEMPORARY MOORING PLAN i
MOORING PILE DETAIL SECTION A -A
DWG: GA-01 DWG: GA-01
Skanska USA 0 1' 2' 3' 0 1' 2' 3' Civil Southeast Engineering Department
295 Bendix Rd. - Virginia Beach, VA 23452
Phone: [phone]
SCALE JOB DRAWING NUMBER Approved E
AS NOTED 04-2299 GA-01 JBH o