Manasota Key and South Beach Fill Hurricane Recovery Project

Charlotte County Purchasing Department
18500 Murdock Circle, Suite 344
Port Charlotte, Florida 33948-1094
Phone 941.743.1378
Fax 941.743.1384
AUGUST 20, 2026
TO: PROSPECTIVE BIDDERS
RE: BID 20260564, MANASOTA KEY AND SOUTH BEACH FILL HURRICANE RECOVERY PROJECT
BID DUE DATE: September 30, 2026 @ 2:00 PM EST ADDENDUM NO. 1
Bidders are hereby notified that this addendum shall be made a part of the above-named proposal and contract documents.
The following is issued to modify, and/or clarify the proposal and contract documents. These items shall have the same force
and effect as the original bid and contract documents, and bids to be submitted on the specified date shall conform with the
additions, deletions and revisions as listed herein.
ITEM #1 CORRECTION: The ad and the first page of the bid package both state that the Newspaper Ad ran on 8/20/26.
The correct date should be 8/21/26.
ITEM #2 ADD/DELETE: The attached plans with the original bid package are incorrect. These are old plans (19 pages),
dated 7/1/25 and should be DELETE. The correct plans (19 pages), dated 8/6/26, are included with this addendum should be
ADDED.
This addendum is binding and is to be considered as if contained within the original bid documents of Bid No. 20250564.
Bidders are required to acknowledge receipt of this addendum on their bid forms.
Kimberly A. Corbett, C.P.M., CPPB
Senior Division Manager - Purchasing
BID NO. 20250564, ADDENDUM NO. 1

MANASOTA KEY AND KNIGHT-DON PEDRO ISLAND
BEACH NOURISHMENT AND HURRICANE RECOVERY PROJECT
CONTRACT PLANS
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SHEET 1
FILE NO.: 24482-C-1
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SHEET INDEX
1. COVER SHEET
2. PROJECT LOCATION MAP
3. MANASOTA KEY BEACH FILL PLAN
ROTONDA
4. MANASOTA KEY BEACH FILL SECTIONS WEST
5. KNIGHT-DON PEDRO ISLAND PLAN AND SECTIONS
6. OFFSHORE BORROW AREAS CS-1 AND CS-2 PLAN
7. OFFSHORE BORROW AREA CS-6 PLAN
PROJECT LOCATION
8. OFFSHORE BORROW AREA CS-1 SECTIONS
9. OFFSHORE BORROW AREA CS-1 SECTIONS
10. OFFSHORE BORROW AREA CS-1 SECTIONS
11. OFFSHORE BORROW AREAS CS-1 AND CS-2 SECTIONS
12. OFFSHORE BORROW AREA CS-2 SECTIONS
13. OFFSHORE BORROW AREA CS-6 SECTIONS
14. OFFSHORE BORROW AREA CS-6 SECTIONS
15. OFFSHORE BORROW AREAS CS-3, CS-4 AND CS-5 PLAN
16. OFFSHORE BORROW AREA CS-3 SECTIONS
17. OFFSHORE BORROW AREA CS-4 SECTIONS
PROJECT LOCATION
18. OFFSHORE BORROW AREA CS-5 SECTIONS
N.T.S.
19. PIPELINE CORRIDOR DETAILS
YTNUOC
ETTOLRAHC
PORT
CHARLOTTE
M
A
N
A
S ENGLEWOOD
O
T
A PUNTA
K
E GORDA
Y
STUMP K
N
I
PASS G
H
T
I
S
L
A
N
D
CHARLOTTE
HARBOR
GULF
NOTES
1. BEACH FILL SURVEYS CONDUCTED BY CEC, JUNE 8-9, 2026.
2. OFFSHORE SURVEYS FOR BORROW AREAS CS-1 AND CS-3 CONDUCTED BY CEC, JUNE 2020.
3. OFFSHORE SURVEY FOR BORROW AREA CS-2 AND CS-6 CONDUCTED BY OCEAN SURVEYS, INC. (OSI), JUNE AND OCTOBER 2017.
4. OFFSHORE SURVEY FOR BORROW AREA CS-4 CONDUCTED BY CEC, AUGUST 2015.
5. OFFSHORE SURVEY FOR BORROW AREA CS-5 CONDUCTED BY CEC, MAY 2013.
6. STATE PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR PROJECTION FOR THE WEST ZONE OF FLORIDA AND REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD 83).
7. ELEVATIONS SHOWN HEREON ARE IN FEET AND TENTHS AND REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
8. TIDAL REDUCTIONS WERE OBTAINED UTILIZING REAL-TIME KINEMATIC GPS AND REFERENCED TO NAVD88.
9. SURVEY ACCURACY STANDARDS, QUALITY CONTROL, AND QUALITY ASSURANCE REQUIREMENTS WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH USACE EM 1110-2-1003, HYDROGRAPHIC SURVEYING MANUAL, NOVEMBER 30, 2013.
10. INFORMATION SHOWN HEREON REFLECTS CONDITIONS AS THEY EXISTED ON THE SURVEY DATE SHOWN AND CAN ONLY BE CONSIDERED INDICATIVE OF CONDITIONS AT THAT TIME.
1 1 1 1 2 3 . . . M L C A O H N N W D T W E R L A A E C R V T D A O L T R I I M O 'S I N T W O O O F F R + B K 0 E . A 3 A R 2 C E F H A E F E O I T L N L N S B A E S V A H D C A 8 H L 8 L E W S T I A S E S H I N A P T L R L O O E E V X X ID T IS E E T D N I D N B G Y F R C T O H O M E N T D C I E O N P U N A O T R I U N T S U M O D E U U N S N T E D O U V F E N E G E N E V V T E IR A G T O E I N O T M N A E T / I N A O T R N A M / L A O R P R M R IN O O G T R E I L N C I G N T E I L O . IN N E O T N O 5 T /1 H 3 E /2 0 P 1 E 9 R . MITTED LIMITS OF THE PIPELINE CORRIDOR. M I C H L A I E C L E T N . S E P O F F
14. PIPELINE ACCESS CORRIDOR SHALL RUN FROM BORROW AREAS VIA A SUBMERGED PIPELINE TO ADJACENT BEACHES, THEN ALONG BEACH, AS FAR LANDWARD AS PRACTICABLE TO AVOID IMPACTS TO EXISTING VEGETATION AND STRUCTURES, No 48218
BOOSTERS SHALL EITHER BE BARGE MOUNTED WITHIN APPROVED CORRIDORS OR PLACED ON BEACH IN LINE WITH PIPELINE.
15. ECL ON MANASOTA KEY FROM R1 TO R13.2 PREPARED BY CEC AND RECORDED IN O.R. BOOK NO. 4525, PAGES 1474 THROUGH 1480 OF THE PUBLIC RECORDS OF CHARLOTTE COUNTY, FLORIDA DATED JANUARY 9, 2020. ECL ON MANASOTA KEY FROM P R
R E
R14.4 TO R15.3 PREPARED BY CEC AND RECORDED IN O.R. BOOK NO. 4525, PAGES 1532 THROUGH 1534 OF THE PUBLIC RECORDS OF CHARLOTTE COUNTY, FLORIDA DATED JANUARY 9, 2020. . O E
16. AERIAL PHOTOGRAPHY OBTAINED FROM KUCERA INTERNATIONAL INC., DATED JULY 3, 2026. F STATE OF N
E F A I
17. HARDBOTTOM SURVEYS HAVE BEEN CONDUCTED FOR THE DESIGN AND PERMITTING OF THE PROJECT BY COASTAL ECO-GROUP, INC. (CEG), OSI, AND SONOGRAPHICS, INC. REFER TO SHEET 2 FOR LOCATIONS AND DATES. S S L OR I D N G
IONAL E
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SARASOTA
COUNTY
CHARLOTTE
COUNTY
BORROW
AREA CS-1
CONVEYANCE CORRIDOR
BORROW
AREA CS-2
PIPELINE
CORRIDOR
E
000,205
945,500 N
920,500 N
E 000,205
920,500 N
E 002,245
LIMITS OF ANCHORING MANASOTA KEY BEACH FILL AND CONVEYANCE
CORRIDOR
EXISTING MITIGATION REEF
CONSTRUCTION
ACCESS AND
STAGING AREA
CHADWICK
EXISTING MITIGATION REEF PARK
SEE PIPELINE CORRIDOR DETAIL 4
(SHEET 19)
LIMITS OF ANCHORING
AND CONVEYANCE
CORRIDOR
LEMON
BAY
MANASOTA
KEY
STUMP
PASS
GULF
AVOIDANCE AREA
SEE PIPELINE CORRIDOR DETAIL 6
(SHEET 19)
PIPELINE
CORRIDOR
BORROW AREA CS-3
KNIGHT ISLAK NN DIGHT
ISLAND
SOUTH BEACH FILL
AVOIDANCE AREAS
LIMITS OF ANCHORING
AND PIPELINE CORRIDOR
E
002,245
946,500 N
E 008,225
4 3
SEE PIPELINE CORRIDOR DETAIL 3 6 5
(SHEET 19)
A 2
D
B 82
81
7 C 83 1
9 8
84 104
NO ANCHOR AREA (TYP) 10 85 ZJ
ZG 11
E 86 105
SEE PIPELINE CORRIDOR DETAIL 1 88
(SHEET 19) H 12 F 87
ZI 106
14 89
13 G ZH
I AVOIDANCE AREA 116 L 15
24 90
25
J
23 K
26
22 91 SEE PIPELINE CORRIDOR DETAIL 2
21 19 (SHEET 19)
20 16 92 18
27 17
28 93
29
30 94
103
31 SEE PIPELINE CORRIDOR DETAIL 5
95 107 (SHEET 19) 102
32 108
33
35 101 109
34
M 110
S N
100 O
111 115
R P 112 114
113
42
Q
43
44
96
PIPELINE CORRIDOR
97
99
36 41 37 98
131
45
38
39
40
46
121
120
122 47
119
118
48
117 123 116
124 49
125 130 929,400 N
50
126 BORROW
AREA CS-6 51 129 T
127 128
W 71
U 72
V
58 52
73 CONSTRUCTION ACCESS
53 74 AND STAGING AREA
70
57 75
59 69
BORROW AREA CS-4
76
56 60
55
54
68
CONSTRUCTION ACCESS
X AND STAGING AREA
61
ZA Y
67
Z
62 63 65
ZB ZC
77
ZF 64
78
66 BORROW AREA CS-5 ZD
ZE 79 80
E
008,894
934,400 N
E
008,805
934,400 N
E 008,805
929,400 N
ENILHCTAM
R-172
PIPELINE AND CONVEYANCE CORRIDORS
BOUNDARY COORDINATE TABLE BOUNDARY COORDINATE TABLE BOUNDARY COORDINATE TABLE BOUNDARY COORDINATE TABLE
R-173
POINT NORTHING EASTING POINT NORTHING EASTING POINT NORTHING EASTING POINT NORTHING EASTING
R-174 1 949,700 534,262 39 935,612 523,317 77 918,908 552,451 115 940,350 538,225
2 950,965 533,657 40 935,312 524,581 78 918,256 552,897 116 930,053 504,906
R-175 BENCHMARK 3 951,440 533,057 41 937,713 525,422 79 917,310 553,545 117 930,342 503,772
DEP BRASS DISC C702 2007
N: 955,650.20 4 951,549 532,276 42 940,175 529,751 80 917,237 554,477 118 930,694 502,916
R-176 E: 531,146.30
EL: 3.01' 5 951,019 531,569 43 939,608 533,942 81 950,500 533,050 119 931,207 502,183
R-177 6 950,729 530,694 44 939,379 538,698 82 950,925 531,601 120 932,360 501,626
7 949,738 527,878 45 935,953 540,676 83 950,634 530,726 121 932,821 500,316
R-178
8 949,357 526,636 46 933,756 542,225 84 949,643 527,910 122 931,731 499,639
R-179 9 949,547 526,578 47 932,161 542,156 85 949,228 526,676 123 930,991 499,293
10 948,820 524,202 48 931,157 542,552 86 948,903 526,775 124 930,259 500,368
R-180
11 948,674 524,246 49 929,968 542,781 87 948,176 524,399 125 929,864 501,271
12 947,442 520,941 50 928,603 542,786 88 948,531 524,290 126 929,239 502,038
R-181
13 946,936 519,395 51 927,943 542,496 89 948,281 523,478 127 928,628 503,008
R-182 14 947,267 519,283 52 925,220 539,879 90 946,921 519,828 128 928,736 504,292
15 946,587 517,265 53 924,594 538,344 91 946,028 517,177 129 928,748 504,654
R-183
16 944,527 516,076 54 921,591 535,310 92 945,381 516,684 130 929,789 505,050
R-1 17 944,315 515,558 55 921,760 533,379 93 944,477 516,163 131 936,891 520,255
18 944,473 515,077 56 922,521 532,314 94 943,844 516,106
R-2
19 944,585 514,222 57 924,105 529,323 95 942,629 516,433
20 944,752 513,513 58 925,023 526,139 96 938,297 520,245
R-3
21 945,152 512,924 59 923,938 524,914 97 938,136 520,750
22 945,456 512,194 60 922,725 524,970 98 936,877 522,676 R-4
23 945,819 511,583 61 920,331 526,906 99 937,624 524,993
R-5 24 946,348 510,934 62 919,656 526,831 100 940,693 530,389
25 946,260 509,670 63 918,804 527,489 101 942,377 531,007
R-6
26 945,886 509,630 64 918,441 529,865 102 943,051 531,208
BENCHMARK 01 82 DA03-2 27 944,905 509,958 65 919,490 531,976 103 943,112 531,053
R-7 N: 943,770.40
E: 537,832.00 28 944,556 510,762 66 918,088 533,907 104 949,431 533,567
EL: 4.26'
R-8 29 944,171 511,366 67 919,792 535,145 105 948,207 534,158
30 943,684 511,940 68 921,428 535,571 106 947,968 533,663
R-9
31 943,277 512,558 69 924,339 538,513 107 942,880 531,639
STAGING AREA 32 942,781 513,182 70 924,780 539,594 108 942,988 531,366
R-10
33 942,522 513,944 71 928,008 542,697 109 942,342 531,101
34 942,136 514,734 72 927,901 543,532 110 941,770 530,891 R-11
35 942,551 516,100 73 925,530 546,339 111 940,655 530,540
R-12 36 937,681 520,434 74 925,288 548,329 112 939,906 533,982
37 937,228 520,268 75 924,657 548,971 113 939,778 536,639
R-13 38 935,654 522,223 76 923,050 550,123 114 939,964 537,397
R-14 AVOIDANCE AREAS AND NO ANCHOR AREAS
BENCHMARK
R-15 C799 BOUNDARY COORDINATE TABLE BOUNDARY COORDINATE TABLE N: 937,859.00
POINT NORTHING EASTING POINT NORTHING EASTING E: 541,025.80
EL: 2.82'
R-16 A 950,729 530,694 L 946,566 517,966
B 950,634 530,726 M 941,247 530,592
R-17
C 950,293 529,756 N 941,208 530,714
D 950,387 529,723 O 940,655 530,540
R-18
E 948,203 522,983 P 940,606 530,762
R-19 F 948,109 523,018 Q 940,351 530,621
G 947,536 521,478 R 940,379 530,489
R-20
BENCHMARK H 947,629 521,443 S 940,693 530,389
P 798
R-21 N: 931,828.10 I 946,686 518,323 T 927,938 541,473
E: 545,643.80
EL: 3.75' J 946,442 518,405 U 927,604 541,999
K 946,321 518,049 V 926,992 541,316
R-22
R-23
W 927,611 541,096
X 920,656 526,502
R-24
Y 919,992 527,328
Z 919,529 526,643 R-25
ZA 920,032 526,120
R-26 ZB 918,804 527,489
ZC 918,441 529,865 R-27
ZD 917,777 529,563
R-28 BENCHMARK ZE 917,334 527,912
Z 798
NO WORK ZONE
R-29 E
N
:
:
5
9
4
2
9
5
,
,
7
4
6
5
5
5
.
.
2
0
0
0 ZF 918,461 527,187
EL: 3.93' ZG 948,230 523,343
R-30 ZH 947,957 523,445
ZI 948,042 523,724
R-31 BENCHMARK
Y798 ZJ 948,329 523,635
N: 923,886.20
E: 550,636.60
R-32
EL: 3.47'
R-33 BENCHMARK
01 82 A 21
N: 920,859.00
R-34 E: 552,390.30
EL: 3.10'
R-35
R-36
R-37
R-38
R-38+50'
R-38+800'
R-39
R-40
NO WORK ZONE R-41
R-42
R-43
:TNEILC
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SHEET 2
FILE NO.: 24482-C-2
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NOAA NAUTICAL CHART NO. 11426
0 1,000 2,000 4,000
YTNUOC
ETTOLRAHC
LEGEND
=MAPPED HARDBOTTOM PER SIDESCAN
SONAR SUVEYS (SONOGRAPHICS: MAY 2013)
=MAPPED HARDBOTTOM PER DIVER SURVEYS
(CEG: NOV. 2015)
=MAPPED HARDBOTTOM PER DIVER SURVEYS
(CEG: AUG. 2016)
= MAPPED HARDBOTTOM PER SIDESCAN
SONAR SURVEYS
(OSI: SEPT. 2016, JUNE 2017 AND FEB. 2018)
=DIVER-MAPPED UNCONSOLIDATED RUBBLE
(CEG: JUNE 2018)
= DIVER-MAPPED OFFSHORE HARDBOTTOM
EDGE (CEG: JUNE 2018)
=MAPPED HARDBOTTOM WITHIN PIPELINE
CORRIDOR (CEG: AUG. 2016)
=RUBBLE AREA WITH SPARSE HARDBOTTOM
PATCHES (CEG: AUG. 2016)
= RUBBLE EDGE INTERPRETED FROM SIDE
SCAN SONAR AND DIVER OBSERVATION (CEG:
AUG. 2016) = MAPPED HARDBOTTOM PER SIDESCAN
SONAR SURVEYS (SONOGRAHICS: JULY 2019)
C HAEL T. P O
M I L ICENS E F F
No 48218
P R
R E
O E
F STATE OF N
E F A I
S S L OR I D N G
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SURVEY BASELINE
S27 degrees54'23"E SARASOTA
2,000' COUNTY
CHARLOTTE
COUNTY
0 SURVEY BASELINE 0 0
+ 0 0 5 + 0 0 S27 degrees35'22"E
0 0 + 0 0
R-18 1 3 NO WORK ZON 1 1 E N E: : 5 9 3 4 4 9 , , 5 6 1 1 5 8 9 4 8 1 2 0 + 1 2 5 + 0 1 3 0 + 0 0 1 3 5 + 0 0 1 4 0 + 0 0 1 4 5 + 0 0 1 5 0 + 0 0 8,000' 1 5 5 + 0 0 1 6 0 + 0 0 MANASOTA 1 6 5 + 0 0 KEY 1 7 0 + 0 0 7 5 + 0 0 0 + 0 0 + 0 0 0 0 N E : : 9 5 4 3 2 8 , , 6 2 0 8 8 9 0 R-1 LANDWARD LIMIT 1 8 5 + 0
1 8 0 +
R-2 OF BEACH FILL 1 9 5
1 9
1
EROSION R-3 R-4 R-5 R-6 CONSTRUCTION
CONTROL LINE ACCESS AND
R-7 STAGING AREA
R-8
R-9
BEACH FILL BERM
TOE OF BEACH FILL
BEACH FILL BERM BEACH FILL DUNE CREST
PIPELINE CORRIDOR GULF
MHW LOCATED 6/2026
MANASOTA KEY
0 STAGING AREA
+ 0 0 0 0 SURVEY BASELINE MANASOTA KEY
R-6 1 6 5 1 7 0 + 1 7 5 + 0 1 8 0 + 0 0 1 8 5 + 0 0 CON AC ST C R E U S C S T A IO ND N 1 9 0 + 0 0 N E : : 9 5 4 3 2 8 , , 6 2 0 8 8 9 1 9 5 + 0 0 2 0 0 + 0 0 2 0 5 + 0 0 2 1 0 + 0 0 2 1 5 + 0 0 2 2 0 + 0 0 2 2 5 + 0 0 S 6, 2 5 8 0 degrees 0 3 ' 0'13"E 2 3 0 + 0 0 2 3 5 + 0 0 2 4 0 + 0 0 2 4 5 + 0 0 2 5 0 + 0 0 N E: : 5 9 4 3 1 7 , , 2 1 4 6 7 0 5 5 + 0 0
R-7 STAGING AREA 2
R-8
R-9 R-10 LANDWARD LIMIT
R-12 OF BEACH FILL
R-15
R-11 LANDWARD LIMIT
R-13 OF BEACH FILL
R-14
NO WORK ZONE
BEACH FILL BERM BEACH FILL DUNE CREST TOE OF BEACH FILL
MHW LOCATED 6/2026
BEACH FILL DUNE CREST
EROSION
MHW LOCATED 6/2026 BEACH FILL BERM CONTROL LINE BEACH FILL BERM
BEACH FILL DUNE CREST
PIPELINE CORRIDOR TOE OF BEACH FILL
GULF
STAGING AREA
MANASOTA KEY
SURVEY BASELINE
S28 degrees30'13"E
0 6,500' 2 0 0 + 0 2 0 5 + 0 0 2 1 0 + 0 0 2 1 5 + 0 0 2 2 0 + 0 0 2 2 5 + 0 0 2 3 0 + 0 0 2 3 5 + 0 0 2 4 0 + 0 0 2 4 5 + 0 0 2 5 0 + 0 0 N E: : 5 9 4 3 1 7 , , 2 1 4 6 7 0 2 5 5 + 0 0 2 5 8 + 0 0 N: 936,896
R-10 LANDWARD LIMIT E: 541,390
R-12 OF BEACH FILL
R-19
R-15 R-18
R-11 LANDWARD LIMIT
R-17
R-13 OF BEACH FILL R-16 STUMP PASS EROSION CONTROL
PROJECT TO CONSTRUCT BEACH
R-14
SOUTH OF R-18 TO TERMINAL GROIN
NO WORK ZONE
NO WORK ZONE
TOE OF BEACH FILL
BEACH FILL DUNE CREST
EROSION
MHW LOCATED 6/2026 BEACH FILL BERM CONTROL LINE BEACH FILL BERM
BEACH FILL DUNE CREST
PIPELINE CORRIDOR TOE OF BEACH FILL
GULF
:TNEILC
:ELTIT
SHEET 3
FILE NO.: 24482-C-3
SI ,ECIVRES
FO
TNEMURTSNI
NA
SA
,NIEREH
DETNESERP
SNGISED DNA STPECNOC
EHT
DNA
,TNEMUCOD
SIHT
:ELACS
:ETAD
DNA
FO
ESUER
.DERAPERP
SAW
TI
HCIHW
ROF
TNEILC DNA ESOPRUP CIFICEPS
EHT
ROF
YLNO
DEDNETNI
LATSAOC
YB
NOITATPADA
DNA
NOITAZIROHTUA
NETTIRW
TUOHTIW TNEMUCOD
SIHT
NO
ECNAILER
REPORPMI
DETON
SA
6202/6/8
STI
RO
ICEC
OT
YTILIBAIL
TUOHTIW
EB
LLAHS
SEIRAIDISBUS
STI RO )ICEC( .CNI
,STNATLUSNOC
GNIREENIGNE .SEIRAIDISBUS
.B.F
AVV/BDS
:NWARD
.GP
:DEKCEHC
PTM
.GNR
.PWT
.CES
NALP
LLIF
HCAEB
YEK
ATOSANAM
.ON
DACA
gwd.C-28442
.ON
.FER
NOITPIRCSED
NOISIVER
YB
ETAD
.ON
284.42
0 150 300 600
0 150 300 600
YTNUOC
ETTOLRAHC
C
HAEL T.
P O
M I L ICENS E F F
No 48218
P R
R E
O E
F STATE OF N
E F A I
S S L OR I D N G
IONAL E
GNIREENIGNE
ENIRAM
&
LATSAOC
LATSAOC
SECIVRES LACIGOLOEG
&
LATNEMNORIVNE
GNIPPAM DNA
YEVRUS
GNIREENIGNE
4642 AC :GNIREENIGNE
STNATLUSNOC
4642 BL :GNIYEVRUS
.CNI
4232-346)932(
:ENOHP
7791
ecniS
seitinummoC
latsaoC
gnivreS
3411-346)932(
:XAF
moc.gnireenignelatsaoc.www
DVLB
SGNISSORC
ATINOB
12482
moc.lficec@ofni
:liaM-E
53143
ADIROLF
,SGNIRPS
ATINOB
0 150 300 600

)88DVAN
TF(
NOITAVELE
15
R-10
10
5
0
-5
-10
-15
0 50 100 150 200 250 300 350 400 450 500 550 600 650
DISTANCE FROM MONUMENT (FT)
)88DVAN
TF(
NOITAVELE
15
R-11
10
5
0
-5
-10
-15
-50 0 50 100 150 200 250 300 350 400 450 500 550 600
DISTANCE FROM MONUMENT (FT)
)88DVAN
TF(
NOITAVELE
15
R-12
10
5
0
-5
-10
-15
0 50 100 150 200 250 300 350 400 450 500 550 600 650
DISTANCE FROM MONUMENT (FT)
)88DVAN
TF(
NOITAVELE
15 R-13
10
5
0
-5
-10
-15
0 50 100 150 200 250 300 350 400 450 500 550 600 650
DISTANCE FROM MONUMENT (FT)
)88DVAN
TF(
NOITAVELE
15
R-8
10
5
0
-5
-10
-15
0 50 100 150 200 250 300 350 400 450 500 550 600 650
DISTANCE FROM MONUMENT (FT)
)88DVAN
TF(
NOITAVELE
15
R-9
10
5
0
-5
-10
-15
0 50 100 150 200 250 300 350 400 450 500 550 600 650
DISTANCE FROM MONUMENT (FT)
)88DVAN
TF(
NOITAVELE
15 R-1
10
5
0
-5
-10
-15
0 50 100 150 200 250 300 350 400 450 500
DISTANCE FROM MONUMENT (FT)
)88DVAN
TF(
NOITAVELE
15
R-2
10
5
0
-5
-10
-15
0 50 100 150 200 250 300 350 400 450 500
DISTANCE FROM MONUMENT (FT)
)88DVAN
TF(
NOITAVELE
15
R-3
10
5
0
-5
-10
-15
0 50 100 150 200 250 300 350 400 450 500
DISTANCE FROM MONUMENT (FT)
)88DVAN
TF(
NOITAVELE
15
R-4
10
5
0
-5
-10
-15
-50 0 50 100 150 200 250 300 350 400 450
DISTANCE FROM MONUMENT (FT)
)88DVAN
TF(
NOITAVELE
15
R-5
10
5
0
-5
-10
-15
0 50 100 150 200 250 300 350 400 450 500
DISTANCE FROM MONUMENT (FT)
)88DVAN
TF(
NOITAVELE
15
R-6
10
5
0
-5
-10
-15
0 50 100 150 200 250 300 350 400 450 500
DISTANCE FROM MONUMENT (FT)
)88DVAN
TF(
NOITAVELE
15 R-7
10
5
0
-5
-10
-15
0 50 100 150 200 250 300 350 400 450 500 550 600 650
DISTANCE FROM MONUMENT (FT)
GDLB
GDLB
GDLB
LLAWAES
LLAWAES
KCOR
KCOR
-DRAOB
GDLB
KLAW
LLAWAES
+6.5' +5.5'
+6.5' +5.5'
+6.5'
+5.5'
+6.5'
+5.5'
+6.5'
+6.0'
GDLB
GDLB
LLAWAES KLAWDRAOB LEGEND
BLDG = BUILDING
= DESIGN FILL TEMPLATE
+5.0'
=0.5' TOLERANCE
= MARCH 13, 2025 SURVEY
= JUNE 8, 2026 SURVEY
SCALE
H: 1" = 100'
V: 1" = 10'
+5.5'
+5.5'
)88DVAN
TF(
NOITAVELE
15
R-14.2
10
5
0
-5
-10
-15
-50 0 50 100 150 200 250 300 350 400 450 500 550 600
DISTANCE FROM MONUMENT (FT)
)88DVAN
TF(
NOITAVELE
15
R-15
10
5
0
-5
-10
-15
0 50 100 150 200 250 300 350 400 450 500 550 600 650
DISTANCE FROM MONUMENT (FT)
OITAP
KCOR
+8.0'
+7.5' +7.5'
MHW = +0.32 NAVD MHW = +0.32 NAVD MHW = +0.32 NAVD
+8.0' +8.0'
MHW = +0.32 NAVD MHW = +0.32 NAVD
+8.0'
+8.0'
MHW = +0.32 NAVD MHW = +0.32 NAVD
+10.0'
+8.0'
MHW = +0.32 NAVD MHW = +0.32 NAVD
+8.0' +8.0'
MHW = +0.32 NAVD MHW = +0.32 NAVD
+8.0' +8.0'
MHW = +0.32 NAVD MHW = +0.32 NAVD
)88DVAN
TF(
NOITAVELE
15
R-16
10
5
0
-5
-10
-15
0 50 100 150 200 250 300 350 400 450 500 550 600 650
DISTANCE FROM MONUMENT (FT)
)88DVAN
TF(
NOITAVELE
1:100
1:15
+7.0'
+4.0'
MHW = +0.32 NAVD
+7.0'
+3.4'
MHW = +0.32 NAVD
MHW = +0.32 NAVD
10
R-17
5
MHW = +0.32 NAVD
0
-5
-10
-15
-20
-100 -50 0 50 100 150 200 250 300 350 400 450 500 550
DISTANCE FROM MONUMENT (FT)
:TNEILC
:ELTIT
SHEET 4
FILE NO.: 24482-C-4
SI ,ECIVRES
FO
TNEMURTSNI
NA
SA
,NIEREH
DETNESERP
SNGISED
DNA
STPECNOC
EHT
DNA
,TNEMUCOD
SIHT
:ELACS
:ETAD
DNA
FO
ESUER
.DERAPERP
SAW
TI
HCIHW
ROF
TNEILC
DNA
ESOPRUP
CIFICEPS
EHT
ROF
YLNO
DEDNETNI
YTNUOC
ETTOLRAHC
LATSAOC
YB
NOITATPADA
DNA
NOITAZIROHTUA
NETTIRW
TUOHTIW
TNEMUCOD
SIHT
NO
ECNAILER
REPORPMI
DETON
SA
6202/6/8
STI RO
ICEC
OT
YTILIBAIL
TUOHTIW
EB
LLAHS
SEIRAIDISBUS
STI
RO
)ICEC(
.CNI
,STNATLUSNOC
GNIREENIGNE .SEIRAIDISBUS
.B.F
AVV
:NWARD
.GP
:DEKCEHC
PTM
.GNR
.PWT
.CES
SNOITCES
LLIF
HCAEB
YEK
ATOSANAM
.ON
DACA
gwd.C-28442
.ON
.FER
NOITPIRCSED
NOISIVER
YB
ETAD
.ON
284.42
C
HAEL T.
P O
M I L ICENS E F F
No 48218
P R
R E
O E
F STATE OF N
E F A I
S S L OR I D N G
IONAL E
GNIREENIGNE
ENIRAM
&
LATSAOC
LATSAOC
SECIVRES
LACIGOLOEG
&
LATNEMNORIVNE
GNIPPAM
DNA
YEVRUS
GNIREENIGNE
4642
AC
:GNIREENIGNE
STNATLUSNOC
4642
BL
:GNIYEVRUS
.CNI
4232-346)932(
:ENOHP
7791
ecniS
seitinummoC
latsaoC
gnivreS
3411-346)932(
:XAF
moc.gnireenignelatsaoc.www
DVLB
SGNISSORC
ATINOB
12482
moc.lficec@ofni
:liaM-E
53143
ADIROLF
,SGNIRPS
ATINOB

SURVEY BASELINE
AZ: 145 degrees43'25.0"
0
S L U E R A N V Z G E : T Y 1 H 4 B : 0 A 2 degrees4 S ,6 4 E 0 '5 L 0 7 I . N 0 .9 0 E " ' 0 0 0 + 5 0 0 + 0 1 3 0 0 + 5 1 3 0 0 + 0 2 3 0 0 + 5 2 3 0 0 + 0 3 3 S L U E R A N V Z G E : T Y 1 H 4 0 0 + 5 3 3 B : 9 A 5 degrees3 S ,2 4 E 0 '4 L 0 1 I . N 0 .0 0 E " ' 0 0 + 0 4 3 0 0 + 5 4 3 0 0 + 0 5 3 0 0 + 5 5 3 0 0 + 0 6 3 0 0 + 5 6 3 0 0 + 0 7 3 0 0 + 5 7 3 LENGTH: 0 0 + 0 4 8 3 ,300.00' 0 0 + 5 8 3 0 0 + 0 9 3 0 0 + 5 9 3 0 0 + 0 0 4 N E : : 9 5 1 5 6 5 , , 5 6 9 7 7 0 0 + 5 0 4 R-41
0 0 + 3
0 0 N: 920,150 0 0
+ 3 E: 553,248 N: 926,647 0 0 + 4 8 2 0 0 + 5 8 2 0 0 + 0 9 2 5 9 2 E N : : R 5 9 -3 5 2 1 0 4 , , 6 6 1 3 5 4 C AN O D N S S T T R A U G C IN T G IO A N R A E C A C R E -3 S 2 S R-33 K IS N L I A G N H D T D B B S E E T E R A N A C U O D H C T J T E U F U S S IL R T D L E E U T D S N E ( A E M T T Y P A E P L N A X ) D T IS E T S IN T G O L O A F N B D R E W - A 35 A C R H D F L IL IM L IT C AN O D N S S T T R A U G R C IN - T 3 G I 6 O A N R A E C A CESS R-37 R-38 R-38+50' R-38+800' R-39 R-40 NO WORK ZONE
E: 548,970
R-34
R-30
R-29
R-28
BEACH FILL DUNE CREST
NO WORK ZONE BEACH FILL BERM APPROXIMATE
SHORELINE
EROSION CONTROL LINE TOE OF BEACH FILL
MHW LOCATED 6/2026
GULF PIPELINE CORRIDOR
)88DVAN
TF(
NOITAVELE
10
R-32
5
0
-5
-10
-15
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800
DISTANCE FROM MONUMENT (FT)
)88DVAN
TF(
NOITAVELE
10
R-33
5
0
-5
-10
-15
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800
DISTANCE FROM MONUMENT (FT)
)88DVAN
TF(
NOITAVELE
10
R-34
5
0
-5
-10
-15
-100 -50 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700
DISTANCE FROM MONUMENT (FT)
)88DVAN
TF(
NOITAVELE
10
R-35
5
0
-5
-10
-15
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800
DISTANCE FROM MONUMENT (FT)
)88DVAN
TF(
NOITAVELE
10
R-36
5
0
-5
-10
-15
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800
DISTANCE FROM MONUMENT (FT)
)88DVAN
TF(
NOITAVELE
10
R-37
5
0
-5
-10
-15
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800
DISTANCE FROM MONUMENT (FT)
)88DVAN
TF(
NOITAVELE
10
R-38
5
0
-5
-10
-15
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800
DISTANCE FROM MONUMENT (FT)
)88DVAN
TF(
NOITAVELE
10
R-39
5
0
-5
-10
-15
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800
DISTANCE FROM MONUMENT (FT)
)88DVAN
TF(
NOITAVELE
10
R-40
5
0
-5
-10
-15
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800
DISTANCE FROM MONUMENT (FT)
)88DVAN
TF(
NOITAVELE
10
R-29
5
0
-5
-10
-15
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800
DISTANCE FROM MONUMENT (FT)
)88DVAN
TF(
NOITAVELE
10
R-30
5
0
-5
-10
-15
-150 -100 -50 0 50 100 150 200 250 300 350 400 450 500 550 600 650
DISTANCE FROM MONUMENT (FT)
)88DVAN
TF(
NOITAVELE
10
R-31
5
0
-5
-10
-15
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800
DISTANCE FROM MONUMENT (FT)
LCE
LCE
LCE
LCE
1:100 +3.5' +3.5'
1:15
+3.5' +3.5'
+3.5' +3.5'
+3.5' +3.5'
LCE
LCE
LCE
LCE
LCE
LCE
LCE
LCE
+7.0'
LEGEND
1:5 +3.5' ECL = EROSION CONTROL LINE
= DESIGN FILL TEMPLATE
MHW = +0.32 NAVD MHW = +0.32 NAVD MHW = +0.32 NAVD
= 0.5' TOLERANCE
= JUNE 25, 2025 SURVEY
= JUNE 9, 2026 SURVEY
SCALE
H: 1" = 100'
V: 1" = 10'
+3.5'
MHW = +0.32 NAVD MHW = +0.32 NAVD MHW = +0.32 NAVD
+3.5'
MHW = +0.32 NAVD MHW = +0.32 NAVD MHW = +0.32 NAVD
+7.0'
1:5
1:100 +3.5'
MHW = +0.32 NAVD MHW = +0.32 NAVD MHW = +0.32 NAVD
1:15
:TNEILC
:ELTIT
SHEET 5
FILE NO.: 24482-C-5
SI ,ECIVRES
FO
TNEMURTSNI
NA SA ,NIEREH DETNESERP
SNGISED
DNA STPECNOC
EHT
DNA
,TNEMUCOD
SIHT
:ELACS
:ETAD
DNA
FO
ESUER
.DERAPERP
SAW TI HCIHW ROF TNEILC
DNA
ESOPRUP CIFICEPS
EHT
ROF
YLNO
DEDNETNI
YTNUOC
ETTOLRAHC
LATSAOC
YB
NOITATPADA
DNA NOITAZIROHTUA NETTIRW
TUOHTIW
TNEMUCOD SIHT
NO
ECNAILER
REPORPMI
DETON
SA
6202/6/8
STI
RO
ICEC
OT
YTILIBAIL
TUOHTIW EB LLAHS SEIRAIDISBUS
STI
RO )ICEC( .CNI ,STNATLUSNOC
GNIREENIGNE .SEIRAIDISBUS
.B.F
AVV/BDS
:NWARD
.GP
:DEKCEHC
PTM
.GNR
.PWT
.CES
SNOITCES
DNA
NALP
DNALSI
ORDEP
NOD-THGINK
.ON
DACA
gwd.C-28442
.ON
.FER
NOITPIRCSED
NOISIVER
YB
ETAD
.ON
284.42
0 200 400 800
C
HAEL T.
P O
M I L ICENS E F F
No 48218
P R
R E
O E
F STATE OF N
E F A I
S S L OR I D N G
IONAL E
GNIREENIGNE
ENIRAM
&
LATSAOC
LATSAOC
SECIVRES
LACIGOLOEG
&
LATNEMNORIVNE
GNIPPAM
DNA
YEVRUS
GNIREENIGNE
4642
AC
:GNIREENIGNE
STNATLUSNOC
4642
BL
:GNIYEVRUS
.CNI
4232-346)932(
:ENOHP
7791
ecniS
seitinummoC
latsaoC
gnivreS
3411-346)932(
:XAF
moc.gnireenignelatsaoc.www
DVLB
SGNISSORC
ATINOB
12482
moc.lficec@ofni
:liaM-E
53143
ADIROLF
,SGNIRPS
ATINOB