CONSENT TO EASEMENT AGREEMENTDEPARTMENT OF THE ARMY
U.S. ARMY CORPS OF ENGINEERS, JACKSONVILLE DISTRICT
701 SAN MARCO BOULEVARD
JACKSONVILLE, FL 322074137
November 13, 2024
City of Clearwater Engineering Department
% Jeff Walker
100 So. Myrtle Avenue
Clearwater, Florida 33756
Sent via email only to jeff.walker@myclearwater.com
Dear Jeff Walker:
This letter is in reference to the Department of the Army Permit No. SAJ-2002-05690
(NWP-RSS) that authorizes the construction of the requested structures within the
Federal right-of-way of the Intracoastal Waterway, John Pass Project, Pinellas County,
Florida. Since the authorized construction is within the Federal right-of-way of the
Intracoastal Waterway, a Consent to Easement must be executed by you and the
Government.
Accordingly, my office has enclosed Department of the Army Consent to Easement
No. DACW17-9-24-0195 for your review and signature. Please ensure that you sign the
Consent in the presence of two witnesses, but do not date the Consent as it will be
dated when signed on behalf of the Government. Once signed, please return the
Consent no later than fifteen (15) days from the date of this letter by email to
tamara.m.crocker-howard@usace.army.mil. After the Consent is signed on behalf of
the Government, the executed Consent will be forwarded to you.
Please note that this Consent does not authorize construction of any other upland
structures within the Federal right-of-way, and any unauthorized structures are subject
to removal. Thank you for your cooperation. Should you have any questions, please
contact Tamara Howard at tamara.m.crocker-howard@usace.army.mil.
Sincerely,
/aiteF I"ri• /�I udh
Timot M. McQuillen
Chief, Real Estate Division
Enclosure
DEPARTMENT OF THE ARMY
CONSENT TO EASEMENT
TO USE CORPS OF ENGINEERS RIGHT-OF-WAY
Consent No. DACW17-9-24-0195
Project: Intracoastal Waterway,
John Pass Project
Pinellas County, Florida
Tract No. 100E-1
THIS CONSENT TO EASEMENT AGREEMENT, made by and between the
UNITED STATES OF AMERICA, DEPARTMENT OF THE ARMY, hereinafter referred
to as the "Government", acting by and through the Real Estate Contracting Officer,
Chief, Real Estate Division, hereinafter referred to as "said officer," and CITY OF
CLEARWATER, hereinafter referred to as the "Grantee":
WHEREAS, the Government has acquired a right-of-way easement over the above -
numbered tract of land, which easement, by its terms, reserves to the Government, in
perpetuity, the right to use said easement for the construction, improvement, and
maintenance of the Intracoastal Waterway, John Pass Project, Pinellas County, Florida;
and
WHEREAS, the Grantee has requested to construct, use, maintain, control, operate,
and repair structures on, across, over, and under a portion of the lands identified as
Tract No. 100E -A1, Section 8, Township 29 South, Range 15 East, Pinellas County,
Florida. The general location of which is shown in red on Exhibit "A", attached hereto
and made a part hereof; and
WHEREAS, the Government has issued Department of the Army Permit No. SAJ-
2002-05690 (NWP-RSS) authorizing the Grantee's construction of the specified
structures under certain conditions, including the requirement that the Grantee obtain a
Consent to Easement Agreement from the Government.
NOW THEREFORE, this Consent to Easement Agreement is granted and accepted
under the following conditions:
1. That construction shall be in accordance with the drawings attached hereto and
made a part hereof as Exhibit "B" and to Department of the Army Permit No. SAJ-2002-
05690 (NWP-RSS), incorporated herein by reference.
2. That it is understood that this consent is effective only insofar as the property rights
of the Government in the land to be occupied are concerned, and that it does not relieve
the Grantee from the necessity of obtaining grants from the owners of the fee and/or
1
other interests, therein, nor does it obviate the requirement that the Grantee obtain
State or local assent required by law for the activity authorized herein.
3. That any proposed improvements or use authorized herein shall not be commenced
until appropriate rights shall have been obtained by the Grantee from the record owners
and encumbrances of the fee title to the lands involved, or until the Grantee has
obtained all Federal, State, or local permits required by law.
4. That the proposed improvements or use authorized herein shall be consistent with
the terms and conditions of this consent; and that any improvements or use not
specifically identified and authorized shall constitute a violation of the terms and
conditions of this consent which may result in a revocation of this consent and in the
institution of such legal proceedings as the Government may consider appropriate,
whether or not this consent has been revoked or modified.
5. That the exercise of the privileges hereby consented to shall be without cost or
expense to the Government and under the supervision of and subject to the approval of
the said officer having immediate jurisdiction over the property and subject to such
regulations as he may from time to time prescribe, including, but not limited to, the
specific conditions, requirements, and specifications set forth in paragraph 1.
6. That the Grantee shall supervise and maintain the said improvements and cause it to
be inspected at reasonable intervals and shall immediately repair any damage found
therein as a result of such inspection, or when requested by said officer to repair any
defects. Upon completion of the installation of said improvements or the making of any
repairs thereto, the premises shall be restored immediately by the Grantee, at the
Grantee's own expense, to the same condition as that in which they existed prior to the
commencement of such work, to the satisfaction of said officer.
7. That any property of the Government damaged or destroyed by the Grantee incident
to the exercise of the privileges herein granted shall be promptly repaired or replaced by
the Grantee to the satisfaction of the said officer, or in lieu of such repair or
replacement, the Grantee shall, if so required by said officer and at his option, pay to
the Government an amount sufficient to compensate for the loss sustained by the
Government by reason of damage to or destruction of Government property.
8. That the Government shall not be responsible for damages to the property or injuries
to persons which may arise from or be incident to the exercise of the privileges herein
granted, or for damages to the property of the Grantee, or for damages to the property
or injuries to the person of the Grantee, or the persons of Grantee's officers, agents,
servants, or employees, or others who may be on said premises at the invitation of the
Grantee or the invitation of one of them, arising from Governmental activities on or in
the vicinity of the said premises, and the Grantee shall hold the Government harmless
from any and all claims.
2
9. That the Government shall in no case be liable for any damage, either hidden or
known, to any improvements herein authorized which may be caused by any action of
the Government, under the rights obtained in its easements, or that may result from the
future operations undertaken by the Government, and no claim or right to compensation
shall accrue from such damage, and if further operations of the Government require the
alteration or removal of any improvements herein authorized, the Grantee shall, upon
due notice, from said officer, alter or remove said improvements without expense to the
Government and subject to the supervision and approval of the said officer and no claim
for damages shall be made against the Government on account of such alterations or
removal.
10. That construction and/or operation, maintenance, and use of any improvement's
incident to the exercise of the privileges herein granted shall be in such a manner as not
to conflict with the rights of the Government, nor to interfere with the operations by the
Government under such rights nor to endanger lives and safety of the public.
11. That this consent may be terminated by the Government or said officer upon
reasonable notice to the Grantee if the Government or said officer shall determine that
any improvements or use to which consent is herein granted interferes with the use of
said land or any part thereof by the Government, and this consent may be annulled and
forfeited by the declaration of the Government or said officer for failure to comply with
any or all of the provisions and conditions of this consent, or for nonuse for a period of
two (2) years, or for abandonment.
12. That upon relinquishment, termination, revocation, forfeiture, or annulment of this
consent, the Grantee shall vacate the premises, remove all property of the Grantee
therefrom, and restore the premises to a condition satisfactory to the said officer. If the
Grantee shall fail or neglect to remove the said property and so restore the premises,
then at the option of the Government or said officer, the said property shall either
become the property of the Government without compensation therefor, or the
Government or said officer, may cause it to be removed, and the premises to be so
restored at the expense of the Grantee, and no claim for damages against the
Government, or its officer or agents, shall be created by or made on account of such
removal and restoration.
13. That the Grantee within the limits of his respective legal powers shall comply with
all Federal, interstate, State, and/or local governmental regulations, conditions, or
instructions for the protection of the environment and all other matters as they relate to
real property interests granted herein.
14. That the Grantee shall not remove or disturb, or cause or permit to be removed or
disturbed, any historical, archeological, architectural, or other cultural artifacts, relics,
vestiges, remains, or objects of antiquity. In the event such items are discovered on the
premises, the Grantee shall immediately notify the District Engineer, Jacksonville
District, Post Office Box 4970, Jacksonville, Florida 32232-0019, and the site and the
3
material shall be protected by the Grantee from further disturbance until a professional
examination of them can be made or until a clearance to proceed is authorized by the
District Engineer.
15. That no additional structures shall be constructed waterward of the Government's
right-of-way line and that any structures currently within the right-of-way must be
removed by the Grantee, at Grantee's expense, if future needs of the Government so
require.
16. That this consent may not be transferred to a third party without the prior written
notice to the Chief, Real Estate Division, U.S. Army Corps of Engineers, Jacksonville
District, Post Office Box 4970, Jacksonville, Florida 32232-0019, and by the transferee's
written agreement to comply with and be bound by all the terms and conditions of this
consent. In addition, if the Grantee transfers the improvements authorized herein by
conveyance of realty, the deed shall reference this consent and the terms and
conditions herein and the consent shall be recorded along with the deed in the Registrar
of Deeds or with another appropriate official.
This consent is not subject to Title 10, United States Code, Section 2662.
4
IN WITNESS WHEREOF, I have hereunto set my hand, by authority of the Secretary
of the Army, this 13th day of May 2025.
UNITED STATES OF AMERICA
EMMANUEVJ. FREEMAN
RealEstate Contracting Officer
Deputy Chief, Real Estate Division
AGREED TO AND ACCEPTED
CITY OF CLEARWATER
Attest: f
City Manager (Print Name)
City Clerk (Print Name)
By.
City
yM g" r Si6naturi)
C4 Clerk (Signature)
Mayor(Print Name)
A'
By:
Mayor (Slg, ature)
Approved as to form:
i y LN
Cit ttvrney (Print Name)
1.U.
City 7 orney (Signature)
5
IN WITNESS WHEREOF, I have hereunto set my hand, by authority of the Secretary
of the Army, this , day of 2024.
Witness Print
Witness Signature
Witness Print
Witness Signature
Attest:
&IS- 0)(1e Cats
jty Clerk Print
City Clerk Signature
UNITED STATES OF AMERICA
BY:
TIMOTHY H. MCQUILLEN
Real Estate Contracting Officer
Chief, Real Estate Division
AGREED TO AND ACCEPTED
CITY OF CLEARWATER
‘,,kirnlifCit RD lb Fel
5
City Manager Print
By:
City anager Signature
gre_c,7r)fe---
Mayor
Print
Approved as to form:
DiAIA
City Attorney Print
(1
City Attorney Signature
1%rrrrrNatr?r w r i ► Ili
q —11,1 1841
-••�
iY,F"•i'�tkpj? i ll
Ear I;t . 0 t t t Ittit PN'
EXHIBIT A
Consent No. DACW17-9-24-0195
Permit No. SAJ-2002-05690 (NWP-RSS)
Grantee: City of Clearwater Engineering Department
25 and 45 Causeway Boulevard
Clearwater, Pinellas, Florida
Section 8 - T 29 S - R 15 E
3 October 2024
Intracoastal Waterway- John Pass Project
Affects Tract No. 100E-1
LEGEND
PROJECT LOCATION
IWW PERPETUAL EASEMENT RW
25 AND 45 CAUSEWAY BLVD
250 125 0 250
Feet
SCALE: 1 INCH = 250 FEET
VICINITY MAP
u
a
Clearwater
Beach
25 & 45 Causeway Blvd
1 1
1 161 1
46,
rcr Beach
I
Prepared by:
Department of the Army
Corps of Engineers
Jacksonville District
Real Estate Division
Technical Services Branch
SHEET LIST TABLE
INDEX NO
SHEET NO
SHEET TITLE
1
0-001
COVERSHEET
2
G-002
GENERAL NOTES (10F 2)
3
G-003
GENERAL NOTES (2 OF 2)
♦
V-,Ol
EXISTING CONDITIONS 6 SURVEY PLAN
5
14102
EXISTING MARINA PIAN
6
0-101
DEMOLITION PLAN
2
0-101
DEMOLITION SECTIONS & PHOTOS
6
C-101
DREDGING PLAN
9
C301
DREDGING CROSS SECTIONS
10
8,101
STRUCTURAL PUN
11
5501
TYPICAL SECTIONS
12
0-501
FLOATING DOCNDETMLS
13
S-502
GANGWAY DETNL6
14
S-505
MISCELLANEOUS DETAILS
This item has been
decimniraly signed end sealed
by Riede M Pauly, PE using a
09022 Slgnatum and data.
Printed copies of Pea document
are not considered nsigned and
sealed, and the sig Wre must
be verified orany electron0
copes
CLEARWATER
BRIGHT AND BEAUTIFUL • BAY TO BEACH
CLEARWATER BEACH MARINA
REPLACEMENT
45 CAUSEWAY BLVD. CLEARWATER, FL 33767
Project
Location
REVISIONS
NO.
DATE
DESCRIPTION
eY
01
202101-23
RN 01 RESPONSE
NMS
02
2025-0512
RN 01 RESPONSE(CONTINUED)
MAS
CITY OFFICIALS
Frank Hibbard
Mark Bunker
Kathleen Beckman
David Allbritton
Lina Teixeira
Jon Jennings
Mayor
Councilmember
Councilmember
Councilmember
Councilmember
City Manager
Tara L. Kivett, P.E.
City Engineer
Approved For
Construction
Date Approved
CITY ae11AUA Toro L sew11
hag
moffatt & nichol
501 E. KENNEDY BLVD, SUITE 1910
TAMPA, FL 33602
PHONE: (813) 258-8818
PERMIT DRAWINGS
City Project No. 21 -0008 -MA
City Plan Set No. 2021015
ISSUED: 2022-06-30
U.S. ARMY CORPS OF ENGINEERS
PERMIT NUMBER: SAJ-2002-05690
DRAWING 1 of 14 09/2023
DACW17-9-24-0195
EXHIBIT "B"
Page 1 of 7
2
GENERAL NOTES
1 ALL WOR( SMALL CONFORM TO TIE REQUIREMENTS OF THESE PUNS MIO BOTH THE PROJECT
SPECIFICATIONS. AND THE FOOT STANDARD SPECIFICATIONS FOR ROADWAY AO BRIDGE
CONSTRUCTION, LATEST EDITION.
2, SITE VERIFICATION: PRIOR TO BEGINMNO CONSTRUCTION TME CONTRACTOR SHALL VERIFY THE
SITE CONDITIONS NM NOTIFY THE ENGINEER M WRITING OF ANY DISCREPANCIES IN DIMENSIONS
OR SITE CONDITIONS. THE CONTRACTOR SHALL NOT BEGIN CONSTRUCTION IN ANY SUCH
AFFECTED AREA UNTIL TIE DISCREPANCY MKS BEEN RESOLVED BY THE CONTRACTOR ALIO
APPROVED BY THE ENGINEER
1 ALL SAFETY REGULATIONS ARE TO BE STRICTLY FOLIOAEO. METHODS OF DEMOLITION,
CONSTRUCTION, ANO ERECTION OF STRUCTURAL MATERIAL ARE THE RESPONSIBILITY OF THE
CONTRACTOR
M. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF EXISTING STRUCTURES, AND NEW
WORN FROM DAMAGE INDOOR DISPLACEMENT, THE CONIAACTOR SHALL PROVIDE SNORING.
BRACING. AND FALSE WORT( AS NECESSARY TO PROTECT EXISTING AND NEW WORD( FROM
DAMAGE AND DISPLACEMENT. THE CONTRACTOR SHALL REPAIR DAMAGE TO EXISTING AND NEW
WORN AT ME EXPENSE OF THE CONTACTOR TO THE SATISFACTION OF THE CITY.
5. THE CONTRACTOR SHALL PLACE CONSTRUCTION DEERS CONTROL DEVICES. BOOMS,
TARPAULINS. FLOATS. STAGING, AND OTHER DEVICES AS NECESSARY TO PREVENT
CONSTRUCTION DEBRIS FROM ENTERING TIE WATER AND NR BORNE MATERIALS FROM LEAVING
THE INMEDATE 7CNTY OF TIE SRE TIE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP
OF ANY MATERIALS DEPOSIIE000TS10E THE WORX AREA OR IN THE W0TER
6. THE CONTRACTOR SHALL ASIDE BY ALL APPLICABLE LOCAL ENVIRONMENT. PROTECTION
STANDARDS, LAWS, AND REGULATIONS,
T. ALL ELEVATIONS 0140WN REFER TO NORTH AMERICAN VERTICAL DATA OF 1388 (NAW) IN FEET.
6. THE FOLLOWING TIAL DATUM RELATIONSHIP IS BASED CI NOM STATION 6716106 CLEARWATER
HARBOR FL 1961.2007 EPOCH. COORDINATES REFERENCED TO PROJECT DATUM. TIDAL
INFORMATION AS FOLLOWS.
TIDAL DATA
MEAN NIGHER HIGH WATER (MHHW)
MEM NIGH WATER (LMITA)
NORTH ...CAN VERTICAL DATUM
MEAN BEA LEVEL (MSL)
MEM LOW WATER (MAI
MEAN LOWER LOW WATER (MUM)
4.312 NAVD
+0.14' NAW
0.00 NAW
-0.23NAw
-1.27 NAM)
.1.75' NAM)
9. HORIZONTAL CONTROL REFERENCED TO NORTH AMERICAN DATUM OF 1333. STATE PLANE
COORDINATE SYSTEM, FLORIDA WEST ZONE, IN FEET.
10. SUBMERGED LANDS BOUNDARY SURVEY BY FLORIDA DESIGN CONSULTANTS. INC., DATED
SEPTEMBER NOB.
11. TOPOGRAPHIC SURVEY PREPARED BY THE CITY OF CLEARWATER. DATED FEBRUARY 2022.
42, EXISTING HYDROGRAPHIC SURVEY PREPARED BY GEORGE F. YANG. INC.. DATED MARCH 2020.
13. SEA GRASS SURVEY PREPARED 131 WOODS CON...TNG, DATED JUNE 21. 2022
14. UNFORESEEN CONX110 45 UNCOVERED DURING 0020.11106406 CONSTRUCTION SHALL
IMMEDIATE. Y BF BROUCIT TO THE ATTENTION OF TIE ENGINEER
15. CONTRACTOR SHALL LOCATE ALL UTILITIES IN THE AREA OF CONSTRUCTION PRIOR TO
COMMENCING WITH DEMOLITION AND CONSTRUCTION, CONTRACTOR SHALL NOTIFY THE
ENGINEER OF ALL CONFLICTS WITH EXISTING UTILITIES.
16. THE CONTRACTOR SHALL REMOVE ALL BARGES, WORK BOATS, STAGING, AND OTHER TEMPORARY
PLATFORMS MOOR MEAS AT THE COMPLETION OF WORK
17. THE CONTRACTOR STALL CONSIDER AND RAN FOR, ON A DALY BASIS, THE EFFECT OF TIDAL
FLUCTUATIONS AND CURRENTS IN THE EXECUTION OF THE WORK
13 THE PROJECT SITE IS LOCATED IN M ACTIVE WATERWAY. THE CONTACTOR SHALL CONSIDER
AND PLAN FOR TME EFFECTS OF PASSING VESSELS.
13. CONTRACTOR SHALL COORDINATE UPLAND STAGING AND DREDGED MATERIAL CONTAINMENT
AREAS WITH THE CITY PRIOR TO CONSTRUCTION.
Sa E MIIDIVFDY BLE, SIE MIO
TAMPA R 33602
4•014044 1 n:0 0 NIOC (615) 258-606
PA 04 rEFPONM I07401N-Ma4
DEMOLITION NOTES
1, CONTRACTOR SHALL TAKE ALL NECESSARY PR 001411 NS TO STRICTLY CONTAIN TIE
DEMOLITION WITHIN THE UNITS OF CONSTRUCTION AND AVOID ANY DAMAGE TO THE EXISTING
STRUCTURES,
2. CONTRACTOR SHALL SUBMT A DEMOUTON RAN INCLUDING BUT NOT CRATED TO DETAREO
MEANS AND MET000S, SEQUENCE OF WORK EQUIPMENT. HAZARDOUS MATERIAL
IDENTIFICATION.140 HANDING NG AND DISPOSAL PROCESSES.
0. ANY DAMAGE INCURRED IN EXECUTION OF THIS CONTRACT TO ANY PART OF THE
PROPERTY/STRUCTURE (INCLUDING UTILITIES) NOT SPECFIGLLLY DESICATEO FOR DE M01Jild1
SHALL BE REPAIR.), REPLACED, MOOR RECONSTRUCTED BY THE CONTRACTOR TO ITS
ORIGINAL CONDITION AS DIRECTED BY THE ENGINEER AT THE EXPENSE OF THE CONTRACTOR.
A. ALL DEMOLISHED MATERVLL, EXCEPT AS NOTED OTHERWISE, BECOMES THE PROPERTY OF, AND
SHALL BE COMPLETELY REMOVED AND DISPOSED OF BY THE CONTRACTOR THE REMOVAL,
HMOIING. AND DISPOSAL OF ALL DEMOLITION MATERIALS SHALL BEM STRICT ACCORDANCE
WT10 ALL LOCAL, STATE. AND FEDERAL REQUIREMENTS.
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME FAMILIAR WITH ME
MATERIALS TO BE DISPOSED OF MO ALL GOVERNING AGENCY REQUIREMENTS.
6. ALL REMOVAL AOAOIi RELOCATION OF EXISTING UTILITIES SHALL BE COORDINATED WITH TIE
ENGINEER 6 CM PRIOR TO PROCEEDING WITH THE CONSTRUCTION.
2. THE CONTRACTOR IS RESPONSIBLE TO CONTROL FUGTVE COST ORIGINATING FROM THE
PROJECT SITE DURING CONSTRUCTION BY WATERING OR OTHER METHODS AS REWIRED.
6. ALL CONCRETE SHALL BE ASSUMED TO BE STEEL REINFORCED.
9. ALL SURVEY MONUMENTS WITMN UMT80F CONSTRUCTION ARE TO BE PROTECTED.
10. TREATED TIMBER SHALL BE (IMPOSED OF IN ACCORDANCE WTH LOCAL. STATE. AND FEDERAL
REGUUTI0N8.
11. THE TERMS'OEMOLITOM AND 'REMOVAL. ARE INTERCHANGEABLE WITHIN THESE DOCUMENTS
AND REFER TO ALL WORK, TOOLS. AND EQUIPMENT NECESSARY TO REMOVE THE SPECIFIED
COMPONENTS AND DISPOSE OF THEM OFFSITE (VON) N ACCORDANCE WITH ALL LOCAL, STATE,
AND FEDERAL LAWS.
CTT OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
100 5. MYRTLE AVE.
CLEARWATER, FL 33751
U.S. ARMY CORPS OF ENGINEERS
PERMIT NUMBER: SAJ-2002-05690
DRAWING 2 of 14 09/2023
ABBREVIATIONS
ACI
ADA
NSG
APPROX
35182
ASTM
NMI
BL
BLDG
BOC
BOT
CP
CI
CF
CL
CIN
COMM
CONIC
CONST
CONT
CTS
CY
CET
DISCOHL
EA
EF
EL
ELEV
EC)
EW
EXIST
EXP
FDEP
FDOT
FEC
FT
GR
GIVE
HK
HOW
IN.
INFO
I.E.
INV
JT
LB
LF
LEGEND
AMERICAN CONCRETE INSTITUTE
AMERICAN DISABILITIES ACT
AMERICAN INSTITUTE OF STEEL CONSTRUCTION
APPROXDMATE
AMERICAN SOCIETY FOR TESTING MATERIALS
AMERICA. WELDING SOCIETY
BASELINE
BUROING
BOTTOM OF CONCRETE
BOTTOM
GST N PLACE
CONSTRUCTION JOINT
CUBIC FEET
CENTERLINE
CLEAR
CONNUNIGTIONS
CONCRETE
CONSTRUCTION
CONTINUOUS
CENTERS
CUBIC YARDS
DOUBLE
DETAIL
DISCONTINUOUS
EAST
EACH
EAC. FACE
ELEVATION
ELEVATION
EQUAL
EACH WAY
EXISTING
EXPMSKNI
FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION
FLUNG DEPARTMENT OF TRMSPORTATON
FIRE EXTINGUISHER CABINET
FEET
GRADE
GROUND
HOOK
HORIZONTAL
INCHES
INFORMATION
INVERT ELEVATION
INVERT ELEVATION
JOINT
POUND
LINEAR FEET
VIEW NUMBER
VIEW TITLE 1
SHEET NUMBER
VIEW REFERENCED TO
L3►
VIEW NUMBER
SHEET NUMBER
VIEW REFERENCED TO
VIEW TITLE SECTION CALLOUT
VIEW NUMBER
SHEET NUMBER
VIEW REFERENCED TO
DETAIL CALLOUT
CLEARWATER BEACH MARINA REPLACEMENT
GENERAL NOTES (1 OF 2)
LG
LT
MAX
MI
MHNW
MMM
MN
MSC
MIL.
PAL
MPH
MSL
NAD
WAD
NC
NTS
NO.
OC
PDA
PL
PTIJF
F9
QTY
RCP
MINE
RE09
RT
S
SF
50
SPA
80
STA
STD
TOC
TOIL
TBR
TYP
MAG
LORI
VERT
WI
Y
0
LONG
LEFT
MAXIMUM
MANHOLE
MEAN MGHER HIGH WATER
MEAN MGH WATER
MINIMUM
MISCELLANEOUS
MEANLOWERLOWWATER
MEAN LOW WATER
MILES PER HOUR
NEAR SEA LEVEL
NORTH
NORTH AMERICAN DATUM
NORTH AMERICAN VERTICAL DATUM
NOT IN CONTRACT
NOT TO SCALE
NUMBER
ON CENTER
PILE DYNAMIC ANALYZE
PLATE
POUND PER SQILARE FOOT
POUND PER SQUARE INCH
QUALITY
REINFORCED CONCRETE PPE
REINFORCEMENT
REWIRED
RIGHT
SOUTH
SdNRE FEET
SOUTHERN PINE
SPACES
SAME
STATION
STANDARD
TON
TOP OF CONCRETE
TOP OF STEEL
TO BE REMOVED
TVPCIAL
UNDERGROUND
UNLESS OTHERWISE NOTED
VERTICAL
WEST
WON( POINT
WITH
• SECONDS OR INCH
= MINUTES OR FEET
•ASTERISK
= NUMBER OR POUNDS
•MD
• AT
• DIAMETER OR PHASE
- DEGREES
PERMIT DRAWINGS 1
ISSUED: 2023-01-23
NOT TO BE USED FOR CONSTRUCTION
14• �P FM
wasps Tam
a M6r
DACW17-9-24-0195
EXHIBIT 11B"
Page 2of7
G-002
3
TURBIDITY NOTES
1. THE CONTRACTOR SHALL FURNISH,NBTNL AND MNNTAJN TURBIDITY CONTROL CURTAIN AROUND
WORK AREA THE PURPOSE OF THE CURTAIN 18 TO AVOID ANY DEBRIS FROM GONG INTO THE MAIN
WATERS. THE CONTRACTOR HAS TRE 0411011 TO ENCLOSE THE ENTIRE WATERSIDE OF THE SITE.
WI11-118 THE LIMITS OF DISTURBANCE. OR TO INSTALL AND MOVE THE CURTAIN IN STAGES. THE
CONTRACTOR SHALL MNNTNN SUCH CURTNNB AT ALL TIMES IN TME AREAS WIERE WORK 181N
PROGRESS.
2 TURBIDITY BARRERS TO BE MANUFACTURED IN ACCORDANCE WITH FOOT ROADWAY AND TRAFFIC
DESIGN STANDARDS INDEX N0, 103
1 FINAL CURTAIN TYPE WILL BE SELECTED BY TIE CHOSEN CONTRACTOR ACCORDING TO SITE
CONDITIONS AT THE TIME OF CONSTRUCTION,
A. THE TURBIDITY CURTAIN SNAIL SURROUND THE IN! -WATER WORK AREAS USING THE SMALLEST AREA
PRACTICABLE TO CONTAIN TURBIDITY WHILE NOT ADVERSELY IMPACTING SUBMERGED AQUATIC
VEGETATION OR BENTNIC RESOURCES.
TUMIDITY MTMI TO DE
USED CURING CONSTRUCTION
BARGE
` WORN ATEA
EXISTING SHORELINE
ANCHOR AT SHORELINE
ALONG SHORE
PIAN
TURBIDITY CURTAIN TO ENCLOSE
WOWNGOISTURBANCE AREA WRING CONSTRUCTION
AREA
OFFSHORE
rum
TYPE II
TYPE II TURBIDITY CURTAIN DETAIL
SILT FENCE NOTES
1, WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TES OR
STAPLES.
3. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED
EVERY 7-0" AT TOP 8 MD SECTION.
3. WHEN TWO SECTIONS OF FILTER CLOT1 ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED
BY SIX INCHES 8 FOLDED.
A. MAINTENANCE SMALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES.
DEVELOP IN THE SILT FENCE
A POSTS'. STEEL 01008.30 OR If TYPE
B. FENCE: WOVEN WIRE. 14 GA 8' MAIL MESH OPENING
C. FILTER CLOTH: SHALL MEET NCDOT. STANDARD SPECIFICATION, BECTON 803
18 MAX O.C.
!I!i
�■■■ ■■■■■■■
OIM
■■�� ■■■■OU ■■OLA■■ UNARM/
leE�Tiiu �b7!!4% : g.O1�{8'iMIni as mi '•r�sll_e�■iIIp0imam
'■■ ■
ii tail* = WMWO=I7RE�i�I -MWD
WOVEN WIRE FENCE (MIN 14 1/!
/ GAUGE. MAXB- MESHSPAONG)
1-0' MN STEEL FENCE POSTS.
- DRIVEN MN IC INTO GROUND
0
PERSPECTIVE VIEW
DETAIL - TURBIDITY CONTROL CURTAIN
818
EAB/11 BECDCBI
WOVEN WIRE FENCE
(14 IR GA MIN, MAX 8'
MESH SPACING) WITH
FILTER CLOTH OVER
nT STONE GRAVEL FILTER t.d
°MEWL—=
PAVEMENT
PATCH HOLES I
PAVEMENT WHEN
REMOVED
i
1 -0 -LIN STEEL FENCE POST
TEMPORARY SILT FENCE DETAIL
NTS
AIDE (TIP)
IuvBN.E(TVP)
1
I
SLOPE
RAN
WETLAND SETBACK LINE
MAYSALE
N 1.5.
14V BALE
PAVED SECTION
STARE (TVP)
/Ay
FILL
OUSTING GRADE LINE
SECTION'S. -A-
1111, FOR ADDITIONAL TEMPORARY EROSION SEDIMENT CONTROL NOTES
AND DETNLB REFER TO FOOT STANDARDS.
EROSION CONTROL DETAILS
- UNOISTURSED GROUND
PERMIT DRAWINGS
ISSUED: 2023-01-23
NOT TO BE USED FOR CONSTRUCTION
SR1310
TAIEA R 3]802
„,„0 nog: (813) 038-88I1
1 RESP.SE ,COM TOWED,
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
100 0. MYRTLE AVE.
CLEARWATER, FL 33756
CLEARWATER BEACH MARINA REPLACEMENT
GENERAL NOTES (2 OF 2)
f ^a xIRNSAW
JPIA
ONC
Nue
▪ PM -LLB INN. PI
G-003
U.S. ARMY CORPS OF ENGINEERS
PERMIT NUMBER: SAJ-2002-05690
DRAWING 3 of 14 09/2023
DACW17-9-24-0195
EXHIBIT "BTI
Page 3of7
4
\ NORTHERN BOUNDARY OF CITY
OWNED SUBMERGED LANDS
/-,UPLAND PROPERTY BOUNDARY
MANDALAY CHANNEL
EXISTING DOCK (TOP)
OF FEDERAL GIANNEL
BDIIDERN BOUNDARY OF CRY
OWNED MIBNERDED LANDS
LIMITS OF WORK BEE V-102
FOR ENLARGED PLM
1al1
mCNclf & olcnQ
Sm E. 10DR4DTEL
BLAL STE 1210
33002
PRONE: 013) ISO-SSIS
RN 01 DESPDEIDE cos JED
.1,141
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
100 S. MYRTLE AVE.
CLEARWATER. FL 33756
CLEARWATER BEACH MARINA REPLACEMENT
EXISTING CONDITIONS & SURVEY PLAN
U.S. ARMY CORPS OF ENGINEERS
PERMIT NUMBER: SAJ-2002-05690
DRAWING 4 of 14 09/2023
I FGFND
UPLAND PROPERTY BOUNDARY
UMTS OF CITY SUBMERGED LANDS
UMTS OF USAGE FEDERAL CHANNEL
UMITS OF CHANNEL TO BE OEAUTHORIZED
7,565.111...;1 LIMITS OF SEAGRASS
.w
SCALE GRAPHICAL
PERMIT DRAWINGS
ISSUED: 2023-01-23
NOT TO BE USED FOR CONSTRUCTOR
214E06 KA
'BN.. Nc
202243-20
DACW17-9-24-0195
EXHIBIT "B"
Page 4 of 7
V-101
5
WE417 SEAWALL —
GRABBY! DOWIDE
r MARINA BULGING
•P
UNDERGROUND
PUEL1 G0S) �I
(Tl C101E8E1.10A8)—� •
.•
' \•���� / L V„' `\ 1/ ICI
OVERWATER BUILDING
•
fe,/
EAST SEAWALL (NIC)
BICYCLE BRIDGE
RESTAURANT (NIC)
DECK AND
RESTROC4AS(NIC)
LAS
55050 DOCK (TW)
\� .w •
TIMBER MDDRING''
PILE OM '*
•I41'
FUEL DOCK BUILDING
MOORING ALE
61.05TER (TVA)
YANDALAY CHANNEL
OVBRWATBR DECK (NIG)
PIER ,OUSE 80 -
50503. TYP (NCIJ
SOUTHERN BOUNDARY OE CITY
OWNED SUBMERGED LANDS
LEGEND
FASTING BATHYMETRIC COIITOU0
----- CITY OWNED SUBMERGED LANDS
EXISTING SLIP MIX TABLE
SIZE (FT) - ouAM1TY %
25 10
30
25 30
8%
7%
11Y.
4%
53
32%
50
55
to I
86
70
e0
W
lee*
TOTAL
13
14
B%
1%
8%
1%
17
10%
1%
2%
100%
SCALE GRAPHICAL
PERMIT DRAWINGS
ISSUED. 20 3-01-23
NOT TO BE USED FUR CONSTRUCTION
114b1
501 1 KENNEDY BLVD. 515 1510
T IPA TL 33602
PRONE: (813) 256-0115
sE (CONn51/001
NNs
2021.00.12
NLIS
2021-01.01
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
100 5. MYRTLE AVE.
CLEARWATER, FL 33756
CLEARWATER BEACH MARINA REPLACEMENT
EXISTING MARINA PLAN
71.06.
70724110
1.5
1.000LE BHA*
V-102
U.S. ARMY CORPS OF ENGINEERS
PERMIT NUMBER: SAJ-2002-05690
DRAWING 5 of 14 09/2023
DACW17-9-24-0195
EXHIBIT "B”
Page 5of7
6
EXISTING TINIER
BOARDWALK AND
ASSOCIATED STRUCTURES
10 80 REMOVED (TTP)
.1 .
,r --
OVARY.
0000101 TO NerAM
8<4<4200
0082*0*00
0
ri ru—r• T31
-D
'----'-1 F ---L_177 1 1.1110111011131.1ND 1 f -
"TtRIII= 7 ' 'DECN AND
qt. \
NEITTOOM TO RESIAAN
/
e • .\. \
• • \ - EXImS.LING...PILE CX,,USTER
•
CA USEWA 81. VD
AIANDALAY CHANNEL
EE, X ;4 ST ZIG.
E "E'C'Rty
RESTAURAAIT
TO REPANN
•
,
• • • t:
. • •
• • •
. •
00.°I
0
EWING OVERWATER OWING COCKS MO 0
DECK TO ROMA M0011/NO PILES TO r///
/1
Am.
•
OUTING COCII
/ TO REMAIN DTn
•
EXIST,No WIER DOCK
19 OE RDKNED - EXISTING
1.,1.0=40 AIL Er;08,
• • • • • • • • i • •
•
OVERWATER
OFFICE BUILDING
TO MOVED
.... . . .1 .
•LJ
1180010 1,
Furl DOCK OUrtING
TO BE REMOVED
7110VDISIIN BOUNDARY Of THE F.S. 0< 11060
IMMERGED L41405 01401100 TO THE CITY
N
NOTES
p
1. THREE FUEL DISPENSERS. 1000 803.480011
STATIONS AND ASSOCIATED REINS SI., BE
70001100 80(0.4 FUEL DOCK TO JUNCTION
BOXES/SUMPS LOCATED UNOSIDE OF
SEAWALL
LEGEND
gn UNIT] OF cemouno.
• MOORING FILES TO BE REMOVED
• CITY OWNED SUBMERGED LANDS
—TS-- TURBIDITY CURTAIN
DEMOLITION OUANTMES
CONCRETE CAP
1,3311
LF
TIMBER DOC(
VIM
SF
M008240P11713
240
EA
ODOR PILES
PSO
EA
FUEL DOCK BUILDING
429
37
OVERWATER OFFICE BUILDING
TM
SF
SCALE GRAPHICAL
PERMIT DRAWINGS
ISSUED: 2023-01-23
NOT TO BE USED FOR CONSTRUCMCN
bibq 30 L ILDINEDY SIAS. SIT ISIO
TAMPA. 11. 31401
880877 , !10e (1113) 2511-6018
AA 01 RESPONSE ICO•TINUFD)
4•40DNA.
MOGromo.
2811
loalmbami
CITY OF CLEARWATER, FLORIDA
ENG2OEER1NG DEPARTMENT
I CO S. MYRTLE AVE.
CLEARWATER. 8) 33700
CLEARWATER BEACH MARINA REPLACEMENT
DEMOLITION PLAN
114•••,740<48 "mow.
*37
1•1•••••
ramcGre
MYR
D-101
U.S. ARMY CORPS OF ENGINEERS
PERMIT NUMBER: SAJ-2002-05690
DRAWING 6 of 14 09/2023
DACW17-9-24-0195
EXHIBIT "B"
Page 6 of 7
7
REMOVE CONCRETE CAP AS
NECESSARY TO FACILITATE
INSTALLATION OF NEW CONCRETE CAP.
CORE OF CONCRETE CAP TO REMAIN -,
EXISTING GRADE
TIE BACK
ro RfM1M JJJJJJ
1'82
EXISTING CONCRETE
SHEET PILE TO REMAIN -
TOP OF CAP EL VARIES
TO2.P NAVO
TIE- ROD AND EMSEWED
STEEL PLATE TO REMAIN
Q EL,ORIMHW
EL 02.00 NAVE)
EL.127 MLW
-
EXISTING MUOIJNE VARIES
-7 70 EL UNKNOWN
(9 TYPICAL SECTION - PARTIAL SEAWALL CAP DEMOLITION
NrI1 NP n
mo1f0rr 5 mono
501 L KENNEDY EL.. STE 1910
1A41'A FL 33502
PHONE: (513) 255-5611
TIMBER MOORING PILE TBR (TSP)
r6IOBKTBN
TIBER DOCK TBR
REINFORCED CONCRETE CAR J
TO BE REPAIRED
PHOTO- PERIMETER BOARDWALK
OFFICE BUILDING TBR
TIMBER CROSS BRACE TBR (TYPI
RAI 1 RESPONSE K%INTNO[OI
DV
PHOTO - OFFICE BUILDING
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
100 S. MYRTLE AVE.
CLEARWATER, 71 33756
TIMBER DECKING TBR
DOCK UTIUTES TBR (TSP) -
TIMBER DOCK
PILE TSR (TIP)
FUEL DOCK BUILDING TER
RESTROOMS TBR
FUEL DISPENSERS TSR
TIMBER PILE TOR CNN
TIBER PILE CAP TBR (PIP)
PHOTO- FUEL BUILDING
CLEARWATER BEACH MARINA REPLACEMENT
DEMOLITION SECTIONS & PHOTOStam
TIMBER FENDER
SYSTEM TSR
28"
SCALE: GRAPHICAL
ISSUED: 2023-01-23
NOT TO BE USED FOR CONSTRUCTION
s-. 5Nc
Ins+
20.01211
310.411
D-301
U.S. ARMY CORPS OF ENGINEERS
PERMIT NUMBER: SAJ-2002-05690
DRAWING 7 of 14 09/2023
DACW17-9-24-0195
EXHIBIT "B"
Page 7 of 7